HomeMy WebLinkAboutWWP2703520.1BACKELL MATERA
''
W (SZE NOTE L)
LIM TS C= RIPE ZCNF
(SEE NOTF 5)
T
CONCRET ?SS C
(SEE NOLF u;
C
FOUNDA
A
_
(CLASS A 3ESIGN,
�- W (SEE NOTE 4) -
IVi IS C= PIPE ZCNC
4 I AL
�t
6'
FIGJ PE
O
CT 6,
B
(CLASS B ,�S-IN)
BEDDING C , - PT
W (S A0TE L) LIMITS C= PIPE ZONE
BEDDING MATER'A-
FOR FLEXI9' PPE
(SEE NOTE 7) -
70UNDATIO\ LEVE_
(CLASS
F SIGN)
BEDDING FOR
XIBI F PIn
NOTES:
1. PROVIDE L .. ., rI^ BARRF..
77 _ C 95% MAX. C 1-1
EXCEPT DIRECTLY
-
C 1 I'', 'I
N THE SANITAR"
c
I ,BD ::I1I BLS
-OR TRENCH WIDT-
;IH NsION CLASS A
I-
- _, L :L
�' - TE f F :_ 'I—
8E THE ACTUAL
6" MIN.
Y �D NC. -E
F _
id NIMUM CONCRE�
1/4 I.D.
'2"
,IN_ o F,IA. ZERO '11A.
S. R-NCH P .. I F-ALL CONr OR _3 'BACC
= - T'FVC- ;
MAX.
—
IN THE SAAI Y F ?RS SECTION TH° STAV
=_ -S.
E _ �.. ./8 OD. ZERO
O.D.
EXCEPT THA I .,H_ '2 LUMPS _AR. - T AN 1
C^:; CI
,-, 2 _
DIAMETER SHALL A' ;= USED IN T I;"K
O.D.
—
c R HL A - MAILRIA FOR F G , -I'
;:._ L'
_ �r,,„ P; , ECIFICAT .., L "-
_l'=
-EL',- MATERIAL R'R F_-xL F-
ETON C- ANDARD SPECIPI ^, .:,.
r8INS_IS
. IPE MUST BE ANCHORED IN SJC A ,,`^IA_2 A_
MAINTAINED.
11WIL] 3EDDLNG FOR SANITARY SEWER
G�TY o ADOPTED
CITY OF RENTON
STANDARD PLANS
1ST DATE: 01 /05
4-4
2 21991 Rev,sedanotes d57, .-,.
,& &Adtletl note 6 --
-. ^ Y...
DATE L -. REVISION K' -=F'= '` 7 SP PAGE: B077
R-CESSED
-=T DOCKET
5/8" - 11 N.C. SOCKET HD
SCREW 1 Y4" LONG
(BRONZE OR S.S.)
i-,' x 2" RAISED PADS
CAST ICON RING -AND_ COVER
1.S C_-ANOUTS SHALL BE EASE JORDAN IRON WORKS, INC-
No. 3698 OR -QUA[. CLEAN OJT S-IA_'_ BE A WATER TIGH- ASSEMB_Y.
2. 'N UNIMPROVED AREAS, POUR A ', 0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOCT RING AND
COVER AS REQUIRED BY STANDARD DETAIL DRAW--NG 3R36.
45- ("/8) BEND
CONCR EII
I ASS
WA -ER _IGF T
PLUG
KGe
�yP
,\O
cJ\��
.' PIPE MATERIAL AS SPECIFIED
BY -HF ENGINEER
PLJC `0 9E SEALL'J
N SAME MANNER AS
VAIN SEWER JOINTS,
8 OR 6 INCH CI.FA\CTTT
ADOPTED
G CITY OF RENTON
•
♦ LL f
STANDARD PLANE
LST DATE 3/2005
DWG. Nn''_: 3076 " SP F'
'> I',, I � —7 4. � I — - - . 1 -7
MIN. MIN. HN
/ ACP CLASS*
MIN. MIN.
2" CLASS 'B'
2" SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR4000W
MIN
�6" CRUS'�ED
SURFACING TOP
COURSE
EDGE OF PAVEMENT, —
EDGE OF CURB & GUTTER,
OR CENTEF OF _ANE LINE
CCv ONJAC LE FILL
FV'GINEER
*MINIMUM ACP CLI+SS _
A-L s=:
PRINCIPAL/MINOR/COLLLC I
_ . -' S & INDUSTR AL
ACCESS STREETS - 6" AC
L CL C -' ,r
RESIDENTIAL ACCESS
=-_. -P CLASS
NOTE.
UPON REQUEST OF ENGIN
= -`,V ROADWAY PAVFM-NT
SECTION MAY BE DESIGN'
; AN APPROVED METHOD FOR
TYPICII-, LONGITUDINAL
PATCI' AND OVERLAY
DE IERMINING PAVEMEN IEV
SS.
FOR
^`.,RXIBLE PAVEMENT
�tiSY p
ADOPLL'D
CITY OF RENTON
"'-'��•��-
T1\D 1RD PLANS
L1'\TOE
I.TIDATE: 02/05
^A-�
iF' [,I_
HTC2 S? PAGE: H032
SPECIFY
LETTERING _
Ir ^ n
/ 0
7 �
0
25" III
1
11r
Y, �-
VA_NHOLE
FRAME AND COVER
WNSY p� ADOPTED
11 CITY OF RFNTON
♦ `♦ STANDARD PLANS
LST DATE: 04/04
SP PAGE: B074
MORTAR FI, LET
MANI—OI_E FRAME AND COVER
SEE 'JEAWINC BR29
(SP -AGE BO /4)
ADJUSTM-V— (4" MIN.)
CONE
RJBBER GAS',CETED JOINTS IN
ACCORDANC_ WITH ASTM C-443
STEPS -- 3/4" DEFORMED BAR
STEPS STALL BE INCLUDED
CD\ICRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PITE SIZE — `E'
L -R—STD. ALUMINUM
OR .A VANIZED STEEL
CCNCETE SHELF
PREOAS— BASE SECTION
OR CAST IN SHELF.
SANI/ RY MANHOLE TYP C-A- DE - AIL_
NOT TO SCALE
A,
'e
D,
' .D
48" MH
48"
6" `. iA
24" VIN.
N.
D.5
24 IN.
2/ D.
N.
6" V
/2 N.
5^, .D.
IN C'
BAR C L
2. _ HEI-OHI- V4, _ ., ,..
3. T`" - �E BH29.
4.
5, L
6. .i V- t _ R ACES, CHANNELING,
C ; T- _-- - rlASSEt OR
8. dLF -_ _ I i ` "�PE- SANITARY MANHOLE
-L TYPICAL DETAIL
-.-A-E4 -AN 2J L __ _ - B`_ A VL l=-EH
I',, 3 NC A\C -ALL 'RO E� SYS =M INS
O*\v
ADOPTED
CITY OF RENTON
STANDARDPLANS
LST DATE:01/04
I'c
DWG. NAME. 3L /' S- PAG-
=: BC71
i
0
4�
6 IN. DIAMEI-- FIP-
2C-
�1
=
I
5,11C
7� 99 9
L u�
I
—_ - --
g 2J_C
.-
125
141 --161
- 2
"I�_
'�"7
165
200
9 -
2
-'.8^
2C2
C52
-
=
12
21
1
202
S
Stil
' 98
_
�- I 1G„'..
184'193
200-7
195
7c,2
19/
IP
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i 300 ) �30
.,
4
° 119
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— YC�
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1 4 , 1 `. 74
_
i 86
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= 2
—
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2' 2' —
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2
- - , , 4' ^ ;
7"3
275
�2 2 - - 2�-'
46C
283
276
270
-2 2
H F
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,�
50
,. 119
39
_
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00
'8
_
218
2,§0
z,,
's
1
283
2
50
310
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29
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2
267
70
_
'CL
_306
. 30A
9-
T�
_U3
28
is
2??
-Z
i-2�
_
274 2 6
i7, i_
21-�
-_
IIv
6 v. r a E•
53� IDO t 2CC = a 45C
170 "-
- ' 44 1 3 20. < 3 _ 22 T 2' 2a
2/7 26' 2111 i 26
.... _ '91 _ 33C - - -
i
36. _4 533 326 '?^
z 3__ 2__ — 33F;
350 42, T 37F :E` ,53_ :'2
400 42-- 402 392-
450 42_ 4'4 404 396 _ -
PROCEDUR=:
SLOW'_Y Fkk_SSURIZE THE P DE -0 4.0 ?.S. c.
T \L,-ES FOR STABILIZA-ION, ADD NG AIR AS RLW_I -I T.
-0P FROM 3.5 `.&I.G. TO 2 5 '.S.I.G.
P AXMJM AL-OWABLE THE IN CC\DS FROM THE TA sI-S-
PROPERTY -IN-
FUTURE
t
6' 2t I,vIP TIP-r BUILDING SEWER
z 2"x SIC7 RV'CF MARKER PAINT
—TEE WITI 6" SIDE OUILET JP,_7 2CRTr\ ,N IITE ANS STENCIL ON
s D7 C;<CIN .,EWER" WT-I 3" HIGH
w BLACK ETTE4� 4AU #6 WIRE WRAPPED
AROUND THE S1..i ANC=XTENDED TO THE
TOP OF THE
SICE S R AND BUILDING SEWER
UNIT-ST RINSE AP—OVED BY THE CITY, MAKE ti' THROUGH CAST
INCA_7URED IC SEWER MAIN WITH STAINLFSS STEEL BANDS
„I _. ._CTRG NE'. SJE SEWERS TO EXISTING MAIN_
PI LIN . - NFORC 5 DI PIPE AND CI PIPE SEWER
MAWT S AR :: BE COP ;R _LED.
VI-R TFD CLAY PIPE ,_L BE CUT AND HAVE A NEW TEE
SECTIONED IN.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE. /Y
1: 3XSEWER
�Icll G
COGBLG2% MIN SLOPE
HORIZONTAL
-T E
6" MIN. S-WER MAN
T"PICA_ SIDE : JdF3 =1_EVATION
OF T E AT
LLLbr I ^_i
_SS OTTFk S IOWN J\ 3-AN, SIDE SLW'_R SHA_- AVF
L I 23 _ P ,^,P3TY LINE OR 3 5' LOWER
E 15V. WHICHEVER IS LOWER.
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
1CY p ADOPTED
C:O+W CITY OF RENTON
`�•' STANDARD PLANS
'VTOL LST DATE:04/04
IDCVI AG
E5 APPR'C DW1 . `.AVE: B078 S'' D07P
CROSS SECTION
NOT TO SCALE
AIR :LSI'
TABLE (LOW PEESSURE)
TOR SEWER MAINS
ADOPTED
/�D �R A►pmrovI
n�
CITY OF RENTON
♦/ ♦
STANDARD PLANS
LS' DATE ^/ '4
,
/
/ 17/. 09
-
- _-DWG. NAM
3083
RY:
jwt -
w►Tf
NO. I REVISION
OW BYPASS
NO DEBRIS
NOTES
1. 3EMOVE DEPOSITS WHEN DEPTH OF ACCUMULATED SEDIMENT AND DEBRIS REACHES
HEIGHT OF BAG.
2. SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE
IT WILL SERVICE.
3. THE BGID SHALL HAVE A BUILT—IN HIGH —FLOW RELIEF SYSTEM (OVERFLOW BYPASS).
4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILLING THE
COLLECTED MATERIAL
5. REPAIR OR REPLACE BGID THAT HAS BEEN DAMAGED.
ISOMETRIC VIEW
NOT TO SCALE
C
B PROTECTION
TEM
ASS
CALL 48 HOURS
BEFORE YOU DIG
S=352003 1-800-424-5555
C i II'`! OBE' RENTON
DEPAR7_V_EN T OF PTJ3 L,DC WC - -
GILL SANITARY SEWER EXTENSIU
STANDARD DETAILS
D-S CNED: RHD DA-E. 5/4/09 FILE NAME:
DRAWN: RHD
CHECKED: SCALE: 5/4/09 FIELD BOOK: PAGE:
BY AFPR. C% T'- SHEET: 3 OF: 4
L 1 ! TC WORKS
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