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04
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20LF 8" PVC
00.0051 \ 1PN.• 27J9200110
\I \ GILL & IWPANV/R 1 1 u
- \ 136LF 6" PVC \ 5,51W 12 \ z
- 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 \
I I
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
�oz?-+tk
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
c
M n / \ \ - - ROAD A N 'S3"w 7 � s •. \\ 6" 488.22\� I 44LF 8" PVC I Z
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�
0
A
z
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
O
M O
Co
i O
C �-
Q
SEESHEET C5.02
I I �
I ,
I ,
I I
I I
I I
I
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z
Q
►W
J
z
6"lE4867I,----� - - - - - 7' �' \ 6" /E 486.23 11 1�--e3s TR, GlE 486.72 _ I 799-& sF494 �, 23LF 6 PVC 116' ' 363tj
N6 1 00.1716
RIM 493.94 x1 \ 3'-- -----� TR. H
" 22 ti _ 335LF 8 PVC \ I> 6 950E SF �ii
6 /E 485.00
6" /E 485.0� 2*B9 0 0. 1 it 3 -502- 367 1
8242 PAD 1 17.06' 1 I 1 366 111
PAD 38 \ RIM 494.07 3 _
\ \4�8. 5 g 308t\SF 4g3 5 33LF 6" PVC-` I 23LF 6" PVC 1 \ 9, 005E SF
6 /E 485.47
\ 0 0.0948 0 0.1535 1 6 /E 485.47 PAD
\� I TR. C �492.9 I jl --372 \11
- - - - - - - , 306E SF 1 \ SSCO 7 :.. `•� s., 16 IMDE \ v �374
\\
- - - -
91±52 DRIVEWALY (TP)
-RM .61
238 \ 6" lE 481.74 - SEWR STUS SHALL
) \1 R?�
- iI
377
79
32 805' INSTALLED PER COR
cp L8239 37' STD PLAN 406.TYP
8207 r----------
12.35'376
�� 39 SSCb 2 -500-
zos M..65 379
TR B 6/4 4838249223
PVCxl- 80
�\\\�
248E SF 9 367-& /,- SF o 6 483.82 I ��
PAD \ 0 0. 0186 p � � 9, 017-6 SF
I i I 1so V86.0 PAD \ I pig \ 22LF 6" PVC PAD 1 3>31
I \ 492.0 1 4 0 0.1179 TR / \
\ 491.3 I � 3 7401 SF \
I I I I -8189 11 I 1 383
L---------J I \ II I 498
�\ ' 10 L------- --J 1384
�' 0 9 ► 335LF 8" PVC \ I \\
I I 123 r
--- 7' M/N 0 0.0131 �38s �
\ - 812---------------- -- 123
384
I \ 3 i / �- II ------------- ----- Ir \ I 13J
81
z... ;• 1\ " I\
ro 23LF 6 PVC I
N II II , , ' I / \------------------------------ �
w I I I I I \ I------- \ TRg-------- \ rk9 0 0.0508 J 1
-----
6, K / 7 10, 846-& SF SSCO l5 �\ 1
CO
9 RIM 4 0.30 10, 978-& �F 0
Q o I I I I I ACCESS ESMT 5 I /� I 6" If 8776 PAD
I I I R C NO 20030113002723 I %-,---`------ - `� --- - -- " 8
I I I I i� ��
�.z
----------------------- II I
N-------------------- II I off 20 9 of off --- --.74
' -
\ ---�#_ 1N� \-- - 2 "$ 33
UTILITY CROSSING, SEE I I I \ \
- - TABLE THIS SHEET = L \
100 100 - - - - w / w
1001f00 �- �- 3 0 / / w��o
--�---- 10 ob
/ N
--- ss
- - I 1 03f00 4
N
M p
I�
L2 i N
--------------
I
I
I
I
I
I
I
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I
I
I
I
I
I
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I
I
I
I
I
I
I
I
I
I
UTILITY CROSSING TABLE
CROSSING/
UPPER NETWORK
UPPER PIPE lE
LOWER PIPE CROWN
LOWER NETWORK
CLEARANCE
1
STRM
489.65
482.85
SSWR
6.81
2
STRM
485.04
480.07
SSWR
4.97
3
SSWR
460.45
458.39
STRM
2.05
4
STRM
475.32
470.51
SSWR
4.81
5
STRM
491.09
483 70
SSWR
7.39
6
STRM
49356
490.69
SSWR
2.87
7
STRM
496.58
493.68
SSWR
2.90
8
STRM
489.55
488.46
WA TR
1.10
9
STRM
484.97
483 95
WA TR
1.02
10
STRM
491.03
489.83
WA TR
1.20
11
STRM
493.51
492.13
WA TR
1.38
12
STRM
496.53
495.10
WA TR
1.43
13
STRM
494.58
493.40
WA TR
1.18
14
STRM
474.98
471.71
STRM
3.27
15
STRM
468.93
468.36
STRM
0.56
16
STRM
469.05
465. 93
STRM
3.12
17
STRM
476.96
475.83
STRM
1.13
18
STRM
468.82
466.73
STRM
2.09
19
STRM
476.84
474.40
STRM
2.43
20
STRM
476.63
475.50
STRM
1.13
I
I
I I
I I
I I
I I
I I
I I �
I I u
I I
I I
I I
I I
I I
I I
I I
I I
----------------------j--{
I I
I I
- I I
�
1
14
----------------------
G
G
1
UTILITY CROSSING TABLE
CROSSING #
UPPER NETWORK
UPPER PIPE /E
LOWER PIPE CROWN
LOWER NETWORK
CLEARANCE
21
STRM
469.17
466.62
STRM
255
22
STRM
488.83
484.07
SSWR-SERV
4.76
23
STRM
487.27
481.97
SSWR-SERV
5.29
24
STRM
495.14
491.77
SSWR-SERV
3 36
25
STRM
494.39
488.89
SSWR-SERV
5.50
26
STRM
490.00
485.32
SSWR-SERV
4.68
27
STRM
484.41
482.54
SSWR-SERV
1.87
28
STRM
484.59
482.54
SSWR-SERV
2.06
29
STRM
473 40
470.98
SSWR-SERV
2.42
30
STRM
473.64
470.93
SSWR-SERV
2.71
31
STRM
485.32
482.39
SSWR-SERV
2.93
32
STRM
489.61
486.20
SSWR-SERV
3.41
33
STRM
487.04
483.66
SSWR-SERV
3.38
34
STRM
471.98
469.70
SSWR-SERV
2.28
35
STRM
471.24
469.59
SSWR-SERV
1.65
36
STRM
470.88
469.64
SSWR-SERV
1.24
37
WA TR
488.22
484.34
SSWR-SERV
3.88
38
WA TR
487.22
483 38
SSWR-SERV
3.84
39
WA TR
485.96
481.84
SSWR-SERV
4.12
40
STRM
497.75
494.55
SSWR-SERV
3.20
O
N
billy
\ . S' .
51
45 - - - N8826 37"W 327.61 -
1004fOt➢ w w
-rr- - T-w o A ----
- 100sfoo N _ - ---_---------------------------
--- GRADING EASEMENT - - - - - - - - - - - - - - - - -
NE 4TH PLACE stg0\ REQUIRED TO IL INTO - -W
\ \�92\
SD SD \ �\ THE EXISTING GRADE
------------- - - -
-- I W c-------- ------------------
G G ------ I o z I - - - - - - - -
-------------------------------
CL
G
U) I I EX SSMH 8040
S, MH U STA. 1005*04.40, 4.36' R
:z TYPE "
SIA.-.1004*97. 05, 4.38' R I I � o a R/M 4� 8 87
l \
TYPE 1-60'; SADDLE MANHOLE I I � � I I 8 /E /�/ 472.09 O I I
HfTH CAST IN PLACE BASE PER STD I I I I 8" If OUT 471.99 (W)
PLAN- 400.6- AND INS/DE DROP ,
CONNECTION PER STD -PLAN 1 402.2
�/M-i8852--- v I I - - - - ---------
8 " If IN471.90(E)-------
8" lE NV 478.82 �N),' I I I
I I I I
(BOTTOM OF DROP)
8" lE� OUT 471.80 (W)
UTILITY CROSSING TABLE
CROSSING #
UPPER NETWORK
UPPER PIPE If
LOWER PIPE CROWN
LOWER NETWORK
CLEARANCE
41
WA TR
495.68
493.84
SSWR
1.83
42
STRM
494.53
492.01
SSWR
252
43
STRM
490.45
489.10
WA TR
1.35
44
STRM
493.35
487.04
SSWR
6.31
45
STRM
473 59
471.04
SSWR
2.55
1
CITY COMMENTS
SES
V 0/12/22
SHM
su RDW
2
REVISE WALL
SES
3 7 23
SHM
DESIGNED
SHM
3
CITY COMMENTS
SES
1 /25/23
SHM
4
CITY COMMENTS
SES
6 5 23
SHM
DRAWN` SES
CHECKED: SHM
NO.
REVISION
BY
DATE
APPR
wPRo"ED: SHM
I
I
I
I
I
SCALE: 1" = 30'
0 15 30 60
S-423003 R-423026
PROJECT NO. 20134
�gTDEKo IN COMPLIANCE WITH CITY OF RENTON STANDARDS
�.�F.•�F WgS,y��jY �
CIVIL ENGINEERING DEVELOPMENT ENGINEERING
DPW !i•(r LANDSCAPE ARCHITECTURE LNJanders 06/07/2023
Ago •,p� G41846R�� •. �� PLANNING
�FSS� ... ENDESIGN SURVEYING
WASTEWATER UTILITY o
-S-Z3 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 jstowell 06/08/2023
SCALE; DATE:
HORIZONTAL- N D 1983 1/1991 CITY 0 F MARCH 2022
(;%Rl FlELDEt00K:
R E N TO N SEWER PLAN PAGE
DRAWING N0:
ONE INCH DATUM ' '
AT FULL SCALE Planning/Building/Public Works Dept. C5 02
IF NOT ONE INCH
SCALE ACCORDINGLY
SHEET: 26
OF, 40
O
M O C'N M
N
O
I
510
500
E•i
•
SEE SHEET
C5.22
470
n mm
m
470
450
0+00
0+00
EXISTING GRADE
FINISHED GRADE
OF ROAD A
o000
�
����
N)�
EXISTING GRADE FINISHED GRADE
®f OF ROAD A 0 f OF ROAD A
0+50 1 +00 1 +50
0+50
1 +00
1 +50
T f�
z�
2+00 2+50 3+00 3+50
2+00
2+50
cwcriniII roenc
3+00
3+50
2 R
� W �
OAD A
H0R .SCALE. 1 "=30'
PER . SCALE.• 1 " 10'
O
h
4+00
4+50 5+00 5+50 6+00 6+50 7+00
m
470
450
4+50 4+75
00
N
O
O
O
7+50 8+00 8+50
N
gIDEKO
��•pF • WA** �
.y O•
Z' O
o� ,•,PF 41846
ST
o�FSS/ANAL ENN
V
PROJECT NO. 20134 6-5-23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
'Con PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
[DEVELOPMENT ENGINEERING
Janders 06/07/2023
S-423004 WASTEWATER UTILITY
jstowell 06/08/2023
R-423027 or
1
CITY COMMENTS
SES
0 12 2
� �
SHM
SURVEYED:
ROW
SCALE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
�-
E N TO N
Planning/Building/Public Works Dept.
,SEWER PROFILES
DATE:
MARCH 2O22
2
REVISE WALL
SES
3/7/23
SHM
DESIGNED:
SHM
3
CITY COMMENTS
SES
1 /25/23
SHM
FIELDBOOK:R
PAGE
4
CITY COMMENTS
SES
6 5 23
SHM
°�""'" SES
ONE INCH
DRAWING N0:
C55 21
CHECKED: SHM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
AP P R
APPROVED: SHM
SHEET. 27 OF. 40
N
04
I
O
O
N
N
V
r--i-r----------
��.� EX. SEWER MAIN
l PROPERTY LINE
FV�SIEWER
S NEEDED) I I I I.—S-O" MIN
I II b I
ER STUB I 1 ;� "!d+y FUTURE 4' SIDE SEWER
OC----------3
I I I
I- 2"x 4" STUD MARKING POST PAINTED
6' CAP JJJ WHITE WITH THE WORD "SEWER" STENCILED
E X 6" TEE i i i I IN 3" HIGH BLACK LETTERS AND #6 WIRE
SIDEWALK ? WRAPPED AROUND THE STUD AND
I i I i i EXTENDED TO THE TOP OF THE STUD
COUPLING TYP ' ' ' '
rr� I;
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
0
(EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER' ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
I CONCRETE PAD TO BE 8" IN DEPTH
__ 1 1
`---� t
BEND AS �1 8"
REQUIRED
EXISTING SANITARY
SEWER MAIN
---2.0R MIN SLOPE \
!\\ `FUTURE 4" SIDE SEWER
SEWER STUB 6"X6"X6" WYE LFUTURE 6"x 4" REDUCER
`SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B CONCRETE MAIN - CUT IN A NEW PVC 'TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
C PVC do C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL)
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE- USING
"STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F HDPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER
G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL
NOTES.
1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER
3 SIDE SEWERS SHAL
L HAVE A MINIMUM 2 9. SLOPE UNLESS APPROVEDY THE PUBLIC
B E UBL C WORKS INSPECTOR
4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE
SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102
6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON
SIDE SEWER STUB
STD. PLAN - 406.1 PUBLIC WORKS INSTALLATION APP „•aey:
R DEPARTMENT Martin PastUCftW26/2oz
(SEWER MAIN TO PROPERTY LINE) 88618+ED98B449D
DATE
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586mm)
DIA BC (SEE DETAIL)
RENTON
O
SEWER ti
COVER & FRAME
PLAN VIEW
25' DIA
C635mm] 1'
3/4' 125mm]
C19mm]
8 3/4' 2 112'
- 1222mm] 164mm]
TYP
COVER SECTION VIEW
COVER BOTTOM VIEW
<3) HLT SOC (ALLEN HEAD)
5/8'-11 X 15 SS
RUBBER WASHER
BOLTING DETAIL
26 1/2' DIA
C673mm]
25 1/4' DIA
1641mm] 1 1/16' 1 1/16'
1/4' (6mm) DIA C27mm] [6mm] 127mm1
NEOPRENE GASKET
1 6'
1152mm] [3mml
Lt
—1 ve•
5/8' 23 3/8' DIA CL OPEN [R3mm]
[16mm] [594mm] GASKET GROOVE DETAIL
27 5/16' DIA
C694mml
34 1/8' DIA
C867mm] NOTES
FRAME SECTION VIEW 1 ALL FRAME AND COVER ASSEMBLIES SHALL HAVE
A LOCKING LID PER EAST JORDAN IRON WORKS
INC PRODUCT No 00371572 OR EQUAL.
2 USE FRAME AND COVER FOR SANITARY (SPECIFY
"SEWER")
STD. PLAN - 401.1
.. PUBLIC WORKS SEWER MANHOLE FRAME AND COVER 26/202
'+it DEPARTMENT (CITY -OWNED) Martin Pastucna
B449D.. DATE
1 12 :
WASTEWATER UTILITY STANDARD NOTES
1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY
OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION
2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS
AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS
3 A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS,
INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED
BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC
WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION
4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC
CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY
5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND
FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REQUIREMENTS.
6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE
THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE
OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR
SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES
7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH
OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE
EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19).
8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35,
C900/C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY
9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC)
UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL,
BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE
OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412
10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE
BACKFLLLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY
11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
THE STANDARDS AND AT PE IF S C IC ION OF THE CITY AND THE LATEST
S EDITION OF THE WSDOT/APWA STANDARDS
AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS &
SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED
ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN
405
12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF
THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE
COMPLETION OF CONSTRUCTION I N ACCORDANCE WITH THE CURRENT
U T SURFACE WATER DESIGN MANUAL
13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER
SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
PROFESSIONAL SURVEYOR
S, PLAN - 413
♦ PUBLIC WORKS WASTEWATER UTILITY APPROVED'
V'1� DEPARTMENT STANDARD NOTES Martin PastuchaO/26/2
_
DATE
�—W (SEE NOTE 7) LIMITS OF PIPE ZONE
i
6"
BEDDING MATERIAL FOR O.D.
SANITARY SEWER PIPE of
(SEE NOTE 5) PIPE
FOUNDATION LEVEL
6"
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS
5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)
OF THE STANDARD SPECIFICATIONS
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED
7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 405
PUBLIC WORKS PIPE BEDDING APP
URDEPARTMENT FOR SANITARY SEWERS Martin PastuCft&/26/202
�449D DATE
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD PLAN 401
ADJUSTMENT RINGS AND MORTAR JOINTS
SEE NOTE 3
FIRST STEP SHALL BE A MAXIMUM OF 18
BELOW THE COVER
CONE (ECCENTRIC)
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
RUBBER GASKETED JOINTS SEE NOTE 5
IF REQUIRED, LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE - 'E'
SHELF AND CHANNEL SHALL BE
3000 PSI CONCRETE
PRECAST BASE SECTION
OR CAST IN SHELF
COMPACTED SUBGRADE WITH 6"
CRUSHED ROCK OR ADDITIONAL
MATERIAL SUITABLE TO
SUPPORT STRUCTURE
`A'
'B'
'C'
'D'
I 'E'
48" MH
4811
6" MIN.
5"MIN
24" MIN.
21" I D
54" MH
54"
8" MIN
5 5" MIN
24" MIN
24" 1 D
60" MH
60"
1 8" MIN
1 6" MIN
42" MIN
1 30" 1 D
NOTES.
1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478.
3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PROHIBITED.
4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELDCOAT 100 OR
APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE
5 RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443
6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PI
PE
7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL
8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AROUND
THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING.
9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER
STD. PLAN - 400.1
UR�9na y
♦ . PUBLIC WORKS STANDARD SANITARY MANHOLE 26/202
�l� DEPARTMENT Martin Pastuct�ci
bD. DATE
EXISITNG PIPE
Iw A
CAST -IN -PLACE CONCRETE BASE
UNDER PRE -CAST SADDLE
MANHOLE SECTION
REMOVE U
EXISTING F
SHELF AND
BE 3000 PS
•
4 4
�,• AI � • r
d D
- I NEW PIPE
rt ..
IN..�•
. '
.•r
x A I '
' -
s
..r. � I .. .R•!� .1..
•:.•,y
it
•`� •
.t ..�' •7 1' -A• .•�•
•. ..
I'! •
f•.
+
!•MIN. ,r?
TOP VIEW
OPEN PIPE CHANNEL
DRECAST SADDLE
MANHOLE SECTION
I)-4"(W) x 8"(H) x 16"(L)
)LID CONCRETE BLOCKS
4INIMUM)
$ REBAR
------ DLE
TI ON
'HANNEL FLUSH WITH
PIPE AND SHELF AT
PER FOOT OR 2%
'E
-IN-PLACE CONCRETE
POURED 4" ABOVE THE
CONCRETE BLOCKS
IUM 12" THICK)
I)-4-(W) X 8"(H) X 16"(L
)LID CONCRETE BLOCKS
CNIMUM)
�- CAST -IN -PLACE CONCRETE '—COMPACTED SUBGRADE WITH 6"
BASE POURED 4" UNDER CRUSHED ROCK OR ADDITIONAL
SEWER MAIN AT A MINIMUM OF FOUNDATION ROCK TO SUPPORT
10" THICK STRUCTURE
NOTES.
1. EXISTING PIPE SHALL BE SUPPORTED AT ALL TIMES
2 NO WEIGHT OF THE PRECAST MANHOLE UNIT SHALL BEAR ON THE EXISTING PIPE
3 CAST -IN -PLACE BASE SHALL BE 3000 PSI COMMERCIAL CONCRETE
4 PRECAST MANHOLE SECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARD PLAN FOR THE SPECIFIED MANHOLE
SIZE AND TYPE
5 PRECAST MANHOLE SECTIONS SHALL HAVE THE INTERIOR SURFACES FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE
COATING, WASSER MC-SHIELDCOAT 100 OR APPROVED EQUAL, COLOR SHALL BE WHITE
6 THE PRECAST MANHOLE SECTION SHALL SIT ON (4)-4"(W) X 8'(H) X 16"(L) SOLID CONCRETE BLOCKS PLACED ON COMPACTED
SUB -GRADE
7 THE UPPER HALF OF THE EXISTING PIPE (PVC PIPE ONLY) SHALL BE REMOVED WHILE THE BOTTOM SHALL REMAIN AS THE
CHANNEL OF THE NEW MANHOLE.
8 THE CAST -IN -PLACE MANHOLE SHALL NOT BE INSTALLED OVER A BELL SECTION OR JOINT OF THE SEWER MAIN THE MINIMUM
DISTANCE FROM THE OUTSIDE WALL OF THE MANHOLE AND A BELL SECTION OR JOINT SHALL BE 2'
PP
ST�y PLAN - 400.6
.VI PUBLIC WORKS SADDLE MANHOLE A
-i < DEPARTMENT WITH CAST -IN -PLACE BASE Martin Pastu6/202
F j� B449D DATE
1
CITY COMMENTS
SES
O/12/2
SHM
SURVEYED: RDW
2
REVISE WALL
SES
3/7/23
SHM
DESIGNED:
SHM
3
CITY COMMENTS
SES
1 /25/23
SHM
4
CITY COMMENTS
SES
6 5 23
SHM
DRAWN: SES
CHECKED: SHM
N0.
REVISION
BY
DATE
APPR
APPROVED: SHM
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120°
APART ON 23 1/16° (586mm)
DIA B.C. (SEE DETAIL)
:RENTON
SEWER a
COVER & FRAME
PLAN VIEW
25' DIA.
C635mm7 1"
3/4° 25mm]
[19mm]
8 3/4" 2 1/2'
1222mm] C64mm]
TYP
COVER SECTION VIEW
26 112' DIA
C673mm]
25 1/4' DIA
1641mm] 1 1/16"
1/4' (6mm) DIA C27mm]
NEOPRENE GASKET
1 6'
T C151 mm]
5/8' J 23 3/8' DIA CL OPEN
C16mm] C594mm]
27 5/16' DIA
C694mm]
34 1/8" DIA_
COVER BOTTOM VIEW
BLT SOC.(ALLEN HEAD)
5/8"-11 X 1.5 SS
RUBBER WASHER
BOLTING DETAIL
1/4"
C6mm7 1 1/16"
C27mm7
C3mm]
1/8,
CR3mm]
GASKET GROOVE DETAIL
[867mm] NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER' ), OR WATER (SPECIFY "WATER").
STD. PLAN - 401
UR♦0 PUBLIC WORKS PPR D:
'1` DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019 1
a.—bi n DATE
TEE OF APPROPRIATE SIZE USE ROMAC COUPLING OR
APPROVED EQUAL WHEN
60" MIN CONNECTING TO AN EXISTING
FOR NEW SEWER MAIN
MANHOLES
�r
SEE NOTE 7
4•
"RELINER" BRAND STAINLESS
STEEL ADJUSTABLE CLAMPING
BRACKETS OR APPROVED EQUAL
90' BEND EMBEDDED IN CONCRETE
�r
4 ••' 1 112 THE DIAMETER OF
' • THE DOWNSTREAM PIPE
NOTES
1. SANITARY SEWER DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER
UTILITY SECTION
2 DROP PIPES AND FITTINGS SHALL BE PVC SDR 35 WHEN CONNECTING TO ALL EXISTING
SEWER MAIN MATERIALS EXCEPT DUCTILE IRON. USE AWWA C900 PIPE AND AWWA C907
FITTING WHEN CONNECTING TO DUCTILE IRON SEWER MAINS
3 MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER
4 CONNECTIONS TO MANHOLE SHALL BE CORE DRILLED AND USE KOR-N-SEAL BOOTS
OR APPROVED EQUAL
5 USE ROMAC COUPLING OR APPROVED EQUAL WHEN CONNECTING TO AN EXISTING MAIN
6 WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE
DROP PIPING IS 12" INSIDE DROPS EXCEEDING 12" IN DIAMETER OR MULTIPLE DROPS
SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER
DIAMETER MANHOLE.
7 "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED
EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH
DROP PIPE IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE
INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER BRACKETS SHALL BE
ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN 2 EACH AT
CONNECTION POINTS
8 MANHOLE CONE SECTION AND ACCESS LADDER MAY NEED TO BE RELOCATED TO ALLOW DROP
PUBLIC WORKS INSIDE DROP CONNECTION APsURIT PLAN-402.2
DEPARTMENT Martin Pastuchc&/26/z 1
FOR SANITARY MANHOLE
weo<wn..4,,,I"n,.m,wu
DATE
S-423006
SCALE:
HORIZONTAL NAD 1983/1991
CITY OF
RENTON
ONE INCH DATU M
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
RECESSED Not to Scale
LIFT POCKET
CU�SEWER
FRAME
3/4" LETTERING "SEWER" DIAMETER40
(2) BOLT SOC. (ALLEN HEAD)
5/8" - 11 X 1 5 STAINLESS
C� STEEL
REF PART #00981177
1-3/16" T
SEE NOTE 3
to-1/z"
5/8"
1/4" 12-1/2"�
1
1-1/8"
2-1/4"
f 2 1 3/4--'I 1
1 11 /8,• 8„
11/1 "
12-4"
CAST IRON RING AND COVER
BOLT DETAIL
45' (1/8) BEND
�P
40
h�X
J�
�O
G\�P
— 45- (1/8) BEND
SAND OR
EXPANDABLF
FOAM
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES,
1 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC
No 3698 (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY
2 IN UNIMPROVED AREAS, POUR A 8" THICK, 3'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER
3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106
STD. PLAN - 403.1
PUBLIC WORKS 8" OR 6" CLEANOUT �t9^e y
DEPARTMENT FOR SANITARY SEWER MAIN Martin PastuCiW26/2020
DATE
SIDEKO
'pF • WAYy9
hP �.
:Cl) O•
T
-o� ,•,PF 41846 �
o�FSS/cNAL
PROJECT NO. 20134 G-5-23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
NJanders 06/07/2023
WASTEWATER UTILITY
jstowell 06/08/2023
MARCH 2O22
FIELDBOOK:
PAGE
SEWER DETAILS
DRAWING N0:
C5.31
SHEET: 29 OF: 40