HomeMy WebLinkAboutWWP2703339.2to
0
\ h04
o
In
OD
c/)
C) I-LLJ
J
Q 0
z
=)
=
LLI
V)
LU
C/) <
r)
06
�p
—
W
~
Z
<
O
W W
(LY�
V /\
z
Y
CL
�T 1- 0
0 0
u
Z
.
Fdmml rn
C
m
rn
C
�I
® o
a
2
a
�o�o
Z
N
I
0_
I
a
a
I
LLI
~
I
a
I
0
m
z
0
V)
LLI
w
SW 1/4 OF SECTION 29, TOWNSHIP 23 N, RANGE E ,j;
MANHOLE FRAME AND COVER
s„
SEE DRAWING BR29 NOTES:
12" MAX
24"ADJUSTMENT
C-71
(4" MIN.) 1. STEPS TO BE 3/4" P DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
'D'
ARE INSTALLED.
RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29,
IN ACCORDANCE WITH ASTM C-443 4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5, ALL JOINTS SHALL BE GROUTED.
STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED)
6-1/2"
WITH A HIGH SOLIDS URETHANE COATING:
CONCRETE RISER BY PIPE INC., WASSER MC-CONSEAL OR APPROVED EQUAL:
7' MIN.
'A'
OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C-443.
S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
MAX. PIPE SIZE - 'E' 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
1Y (TYP)
ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
MORTAR
FILLET CONCRETE SHELF
1 1X PRECAST BASE SECTION
- OR CAST IN SHELF.
�{ 6" MIN. (TYP)
'A'
'B'
I 'C'
I b'
I 'E'
48" MH
48"
6" MIN,
I 5"MIN
24" MIN,
1 21" I.D.
54 MH
54"
8 MIN.
5.5" MIN.
24" MIN.
24 1.&
60 MH
50"
8" MIN,
6" MIN,
42" MIN.
30" I,D,
SANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DETAIL
ADOPTED
NOT TO SCALE CITY OF RENTON
c1na-2*6 STANDARD PLANS
e j O LST DATE: 12/96
DWG. NAME. BR28 SP PAGE: B071
SANITARY MANHOLE TYPICAL DETAIL
15
PROPERTY LINE
z_
O FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
? 2"x 4" STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET } PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
fi" SIDE SEWER AND BUILDING SEWER AND #6 WIRE WRAPPED AROUND THE STUD AND
o EXTENDED TO THE TOP OF THE STUD.
a 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 Cl
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
1: 3: 5 MIX
CONCRETE �Pi. NSF,�`AVNG
BLOCKING
GKF-
G� 2% MIN SLOPE
HORIZONTAL
6" SIDE OUTLET TEE
SEWER MAIN
6" MIN. SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
NOTE: O� ADOPTED
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY CITY OF RENTON
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD PLANS
N LST DATES 12/96
10 1T ESNb A" ocv AC DWG. NAME: BR39 SP PAGE: B078
DATE REVISION BY APPR'
ore STANDARD SIA_ r SEWER INSTL"-LLATION
1fi (SEWER MAIN TO PROPERTY LINE)
CUT OUT EXIST, PIPE, MAKE
SMOOTH INVERT & CHANNEL
AFTER NEW LINE IS
ACCEPTED. F7
8" MINIMUM I I',
NEW MANHOLE PER
STANDARDS
D v C
o:
NEW 8"
SEWER
7 D
a
A
PVC x CONC. MANHOLE
ADAPTER (PVC PIPE ONLY)
ON -SHRINK GROUT
� EXISTING SEWER
CAST IN -PLACE CHANNEL &
SHELF
BACKFILL MATERIAL
(SEE NOTE 5) —
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL -
BACKFILL MATERIAL
(SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) —
FOUNDATION LEVEL
MANHOLE BASE FOR CONNECTION TO EX. SEWER
NOTES:
- W (SEE NOTE 4) -
LIMITS OF PIPE ZONE
1. PROVIDE UNIFCRM SUPPORT UNDER BARREL
-�•
2. HAND TAMP UNDER HAUNCHES.
6j
3. COMPACT BEDDING MATERIAL 10 95X MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP DNLY.
I{-
C
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEVERS SECTION
OF THE STANDARD SPECIFICTABONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
`''.-;,�,,,.,,. _,.'^_•._�_;�,'..!�;
THE PPE ZONE WILL BE THE ACTUAL TRENCH WDTH, EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18",
_-._
(CLASS A' DESIGN)
_r
S. TRENCH BACKFILL SHALL CONFORM TO `BACKFILUNG SEWER TRENCHES" IN THE
EXCEPT THAT ROCKS
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS.
OR LUMPS LARGER THAN T" PER F007 OF PIPE DIAMETER SHALL NOT BE USED N THE
BACKFILL MATERIAL.
- W (SEE NOTE 4) LIMITS OF PIPE ZONE
8• SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
�•
7, SEE "BEDDING MATERIAL FOR FLEXIBLE PPE" IN THE AGGREGATES SECTION OF
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS,
S. PPE MUST BE ANCHORED N SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
C
D. DESIGN)
BEDDING • - • PIPE
W (SEE • • •
•
BEDDING CLASS DESIGN
CLASS A
CLASS B
CLASS C
CLASS D
CLASJ F
4" MIN.
1/4 I'M
12" MAX.
ZERO
1/4 O.D.
1/2 O.D.
1/8 OD.
ZERO
O.D.
3/4 O.D.
1/2 00.
1/8 O.D.
O.D.
—
A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
PIPE BEDDING FOR SANITARY SEWER
�(Y p ADOPTED
CITY OF RENTON
A
STANDARD PLANS
(CLASS F DESIGN) N�a2 LST DATE:4/97
BEDDING FOR FLEXIBLE PIPE 2-21-91 R•'m mote, 4.5.?A NL A•••• eels • K� Dr-' DWG. NAME: BW18C SP PAGE: B077
DATE REVISION BY APPR
PIPE BEDDIN-FOR SANITARY SEWER
UPPER UTILITY
CLEARANCE
LESS THAN 12"
POLYETHELENE
FOAM
LOWER UTILITY
0.5'
TYP.
LOW CLEARANCE UTILITY CROSSING
RECOMMENDED FOR .*G-'L1ROVAL
By: Dw "�I
By: Date:
By: Dote:
By: ��, Dote: _Ggo
�I
n
A1='
0 0�
uj �
W W
a 0
04
W J
in:� \
C4
+• 1
�cl
W
C
a
x
W
0
W,
>, J
m
a
Z
Tn
W
0
O J
' w
O 0
V
Z frto
WWJ Lu I
m Q
c/) � w
0 LJ
O
0 [ F—w
?� w Qo
a- cn z
z O
w
c/) o ui
�_I
U
o W
a v
DATE 07/22/2006
JOB NO.
DWG NO.
11 OF 14
6 2 7
R1•AO 10 COVER 4e•, y4' t 60' Ma1n0.CS I•AY
t0/1f/9I
Epl[0 TEXT pC,
AC
S/SANS
AIOID •01E, EDIT 11[Yi pGy
AO
DATE
REVISION BY
APPR'D