HomeMy WebLinkAboutS-20710F1:3:5 MIX -
CONCRETE
BLOCKING
Z_I
�4
o
i
"� PROPERTY LINE
k
6" BUILDING SEWER PIPE
FUTURE
0..11 n1r,.n cr...rn
w
Z 2 "x 4" STUD SERVICE MARKER PAINT UPPER
-TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE
WARDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER a EXTENDED TO THE TOP OF THE STUD.
0
D_
n. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DPILLED
OR DUCTILE IRON PIPE.
��1N�NG
� PNG�Eg�OGV�
GONGR� 27. MIN SLOPE
` HORIZONTAL
L�J `— 6" SIDE OUTLET TEE Lj
SEWER MAIN
Z SEWER MAIN STANDARD SIDE SEWER INSTALLATION
CONCRETE BLOCKING ANGLE (SEWER MAIN TO PROPERTY LINE)
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
ADOPTED
NOTE: CITY OF RENTON
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY + +
Standard plans
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. LST DATE: 12/15/91
DATE REVISION I BY pR DWG. NAME: BR39 SP PAGE: 8078
MORTAR
FILLET
CASTING INLAND FDRY
OR EQUAL. PT. #714
SEE DETAIL 5.1.4.
ADJUSTMENT 4" MIN.
CONE
MORTAR JOINTS
PRECAST SECTION
STEPS — 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE BASE BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE — 21" I.D.
LADDER —STD. ALUMINUM
OR GALVANIZED STEEL
CONTRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
T 6" MIN. SANITARY MANHOLE TYPICAL DETAIL
SANITARY MANHOLE TYPICAL DETAIL ADOPTED
CITY OF RENTON
NO SCALE Standard plena
-� IST DATE: 12/15/91
DATE I REVISION I BY IAPPA DWG. NAME: BR28 SP PAGE: B071
WW 2T -207/
17 16 15 14 13 12 11 10 9 8 7 6
I J
EXISTING SANITARY SEWER R M
6" MIN. — 6" MIN.
00/
=
T— \ /
6" MIN. —J — 6" MIN.
TYPICAL
1/2 BLIND FLANGE MANHOLE
AS DAM MORTAR DAM OR PLUG
D.I.P. TEE CL. 50 AS REQUIRED BY ENGINEER
ONE LENGTH OF DICTILE IRON
PIPE (CLASS 50) TO SOLID j 11 TEE ONE LENGTH OF
BEARING WHEN SPAN IS / 2" ? DUCTILE IRON PIPE
MORE THAN 4' / MIN. (CLASS 50) TO SOLID
BEARING WHEN SPAN
�, ! IS MORE THAN 4'
D o II I
Al — 2
FLEXIBLE j I
JOINT — D.I.P. I
CL. 5 1 I I / FLEXIBLE
I : JOINT
�i
BACKFILL WITH X X BACKFILL WITH
COMPACTED MATERIAL < COMPACTED MATERIAL
AS DIRECTED BY 6" AS DIRECTED BY
ENGINEER MIN. I ° 0 _ MIN. ENGINEER
I I 1
I '
CEMENT CONCRETE J CEMENT CONCRETE
CLASS C BLOCK CLASS C BLOCK
POURED IN PLACE I I POURED IN PLACE
D.I.P 90' BEMD - ' 90' BEND
CL. 50
TYPICAL MANHOLE TYPICAL MANHOLE
FOUNDATION CONSTRUCTION FOUNDATION CONSTRUCTION
DUCTILE IRON CONCRETE ENCASED DROP CONNECTION FOR
DROP CONNECTION DROP CONNECTION SANITARY SEWER
R/W z O ADOPTED
— � O CPfY OF RENTON
♦ +
Standard plane
IST DATE:
r.AP
DATE REVISION BY APPR' DWG. NAME: BW18 SP PAGE: B075
MICROBOX
� z f) 5
R146.
I A 1 1
6 7 8
EXISTING SIDE SEWER
_ - -- --
6 "x 4" REDUCER
EXISTING 6" SEWER
Ell
6" WYE
STUB (REMOVE TO R /W)
Sverdrup 3300 Carillon Point
1/8 OR 1/16 BEND
1. RECORD DRAWING INFORMATION OBTAINED
FROM CONTRACTOR'S AS— BUILTS.
AS REQUIRED
PROPOSED 6"
SEWER STUB
MAIN RUN SIZE X 6" TEE
TYPICAL STUB CONNECTION FOR SEWER
REPLACEMENT
PROPOSED SEWER MAIN
NO SCALE
+ +
ADOPTED
CITY OF RENTON
DESIGNED:R.E.B.
DRAWN: T.R.B.
DATE: 10.01.92
Standard plans
IST DATE: 12/15/91
J.D.C.
DWG. NAME: BR33 SP PAGE: B079
DATE REVISION if BY 11APPP,
MICROBOX
� z f) 5
R146.
I A 1 1
6 7 8
M
s.1/2, SEC. 24, t 23N., R. 4E, U.
Ell
Sverdrup 3300 Carillon Point
1. RECORD DRAWING INFORMATION OBTAINED
FROM CONTRACTOR'S AS— BUILTS.
Kirkland, WA. 98083
C O R P O RATION 1206 822 -3300
CITY OF RENTON
RECORD ®RAVIIING'
�mmmmmmmmmmmmmmmmm�
DEPARTMENT OF PUBLIC WORKS
CSTC SITE DEVELOPMENT
S.W. 16th STREET IMPROVEMENTS
SAN. SEWER— STANDARD PLAN DETAILS
ECORD DRAWING J.D.C. 06.15.94
DESIGNED:R.E.B.
DRAWN: T.R.B.
DATE: 10.01.92
FILE NAaIM: T8F00358
NEW DRAWING
J.D.C.
10.08.92
scAaE: NONE
TWG so.
25.UA -3C80
CHECICED:
3SUE FOR CONSTRUCTION
J.D.C.
10.08.92
REVISION
BY
APPR.
DATE
APPROVED:
SHM: 31 OF: 55
~
KCL/07.07.94
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