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7' M
MORTAR
FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
NOTES:
ADJUSTMENT (4" MIN.)
1,
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
CONE
2,
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED,
RUBBER GASKETED JOINTS
3,
CASTING TO BE PER DRAWING BR29.
4,
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
IN ACCORDANCE WITH ASTM C-d43
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)
WITH A HIGH SOLIDS URETHANE COATING;
'ONCRETE RISER 8Y PIPE INC.,
WASSER MC-CONSEAL OR APPROVED EQUAL;
OR APPROVED EOUAL.
COLOR OF COATING SHALL BE WHITE.
7,
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C-443.
8,
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
MAX. PIPE SIZE - IV
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL.
ADAPTOR.
LADDER -STD, ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
'A'
I W
I 'C'
'D'
I 'E'
40" MH
48"
6" MIN.
I 5"MIN
24" MIN.
1 21" I.D.
54" MH
54"
8 MIN,
5.5" MIN.
24" MIN,
24" I.D.
60" MH
60"
1 8" MIN.
1 6" MIN.
1 42" MIN.
1 30" I.D.
•CAD'
6" MIN. (TYP)
SANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DETAIL
Y ADOPTED
NOT TO SCALE NTO CITY OF REN
jo,
STANDARD PLANS
6 1I 97 REVISED TO COVER 46'. 54' d 60• MANHOLES Au8 ®® e MST DATE:12/96
10 7 E01TE0 TEXT AD
)/6/$5 AODEO NOW. EAT TEXT my AD
DAM I VI DWG. NAME: BR28 SP PAGE: B071
SANITARY MANHOLE TYPICAL DETAIL.
o
O ® 0 BACKFILL MATERIAL
3 (SEE NOTE 5) —
�..1 ,u CONCRETE CLASS C
E-4 DO (SEE NOTE B)
\ FOUNDATION LEVEL-
�„� i■■I■■1 rn
c_
m
CP
C:
r� BACKFILL MATERIAL
_o (SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)
$ FOUNDATION LEVEL-
9
3 �
a
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> BEDDING MATERIAL
pry � FOR FLEXIBLE PIPE
�II x (SEE NOTE 7) —
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= W
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W (SEE NOTE 4) -,- LIMITS OF PIPE ZONE
(CLASS A DESIGN)
- W (SEE NOTE 4) -jam LIMITS OF PIPE ZONE
(CLASS B, C. D, DESIGN)
BEDDING FOR RIGID PIPE
rW (SEE NOTE 4) LIMITS OF PIPE ZONE
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. SEE "EXCAVATON AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS,
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING_ THE NINTMUId CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18'-
5- TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SEC71CN OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL MATERIAL,
6- SEE "BEDDING MATERIAL FOR RIGID PIPE` IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
4" MIN.
12" MAX.
B
1/4 O.D.
1/2 O.D.
1/0 O.D.
ZERO
0-D.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
—
I A - 4" MIN. 27" I.D. AND UNDER
B B" MN. OVER 27" I,D-
PIPE BEDDING FOR SANITARY SEWER
-4
Y ADOPTED
A \ CITY OF RENTON
9A
(CLASS FDESIGN) � _ PFN j p2 STANDARD
PLANS
4/97
BEDDING FOR FLEXIBLE PIPE 2-71-91 RedeeO mini + j AAWW 1 a 2-
a DWG. NAME: BW18C SP PAGE: B077
07 PIPE BEDDING FOR SAWT,ARY SEWER
NEW MANHOLE PER
STANDARDS
24"x 6" FRAME AND LIP
PER DRAWING BR29,
NOTES,
F
1,
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
4" MIN. TO
STEPS OR EQUAL.
12" MAX,
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
'-
ARE INSTALLED.
3.
CASTING TO BE PER DRAWING BR29.
4,
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
24"
I
a
CONCRETE.
5.
OPENING SHOULD BE ON DOWNSTREAM SIDE.
"
in
6.
ALL JOINTS SHALL BE GROUTED.
0
aaDD
T
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
r
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
12 '
�y
r0
WITH A HIGH SOLIDS URETHANE COATING;
w
WASSER MC-CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
8,
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
nl
WITH ASTM C-443.
>
9.
CHAN14EL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
10.
CONNECTIONS TO MANHOLE SHALL .BE MADE USING GPK
e . .'de - ° ',"q-
c
ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL,
a a.
a
e
c
° ..a
6..
6"-
I
SANITARY SHALLOW MANHOLE TYPE B
ADOPTED
CITY OF RENT'ON
+ +
STANDARD PLANS
MST DATE 12/96
DWG. NAME: OR37 SP PAGE: B072
TYPE B SHALLOW
IPROPERTY LINE
FUTURE
6 BUILDING SEWER PIPE - - - BUILDING SEWER
W
Z •2"x 4" STUD SERVICE MARKER PAINT UPPER
I TEE WITH 6" SIDE OUTLET I PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND #6 WIRE WRAPPED AROUND THE STUD AND
6'° SIDE SEWER AND BUILDING SEWER a f EXTENDED TO THE TOP OF THE STUD.
0
D 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, 01 PIPE AND Cl
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
1.3.5 MIX eh �Zt1�G
CONCRETE
BLOCKING PIN00
�
CON 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
STANDARD SIDE SEWER INSTALLATION
ELEVATION
(SEWER MAIN TO PROPERTY LINE)
NOTE: Y ADOPTED
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY V •.J� Cm' DF REFM
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER, P STANDARD PLANS
F N O LST DACE: 12/96
10 17 E61es ..I. OCv /w
TREVISION By PPR DWG, NAME: OR39 SP PAGE: B078
oT STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
o.
o'
NEW 8"
D
D
SEWER
PVC x CONC. MANHOLE
CUT OUT EXIST. PIPE, MAKE
°
i ADAPTER (PVC PIPE ONLY)
SSCO 2
SMOOTH INVERT & CHANNEL
'o
NON —SHRINK GROUT
RIM=2
EXISTING & FINAL
GRADE ALONG PIF
AFTER NEW LINE IS
D
, .
: IE=400.5
ACCEPTED.
. ,
8 MINIMUM
v .
o
o EXISTING SEWER
a o 410:. ...............
.........
CAST IN -PLACE CHANNEL &
SHELF
EX. 12" SD
MANHOLE BASE
FOR
CONNECTION TO EX. SEWE -
8.! WM
SSCO #4
RIM= 412i 10
IE=405.42
!�l11 I i1 I I A I i�
TO
SSMH #1
BEND (TYP.)
2" POLY
(TYP,)
POLY
'P,)
6" SANITARY
SEWER C/O
8" PVC
PLUG
\-- 8" PVC SEWER MAIN
SECTION A -A
SIDE SEWER FORCEMAIN CONNECTION DETAIL
380
.............. ......
129 LF 8 "SS
® S_ 1.7
PROFILE —.LOT 14/15
398+80
RIM=414..2 ...
IE=408,00
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RECOMMENDED FOR APPROVAL a J v 0i
By: N Dote: B6 DATE 06/2V2006
JOB NO. 107-012-05
By: Dote:
DWG NO.
By: Dote:
SHEET
By: Dote: 17 OF 21
06 r 5 - '63 3 01,10 C i� 4) -332or`4+ how