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IN
PORTION OF NW 1/4, SE 1/4, SECTION 10, TWP. 23 N., RGE. 5 E., W.M.
FOUNDATION
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) —
FOUNOATION LEVEL
9::`:•iiiiiii••iiii•
•
•
(CLASS B. C. D. DESIGN)
BEDDING FOR RICID PIPE
I- IN (SEE NOTE 4) -1, LIMITS OF PIPE ZONE
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
PIPE BEDDIN(
NOTES
1. MA NDE UNIFORM Stt• T 18DER BNHIM..
2. HARD TAMP GNDEN NAUNa1E5.
3 COMPACT BEDDING M.t7 MAt TO 959 NOR. DENSITY EXCEPT DIRECTLY OVER PIPE.
HIND TAMP ONLY.
A. SIX EMAkVARGR AN'.) R2PARATON OF TRENW' N 1HE SAAANRY %N4RS S_ MUM
OF NE STANDARD SFEODCTAMONS FOR FRENCH WON "If AND NONCOM MOONS
NE PIPE ZONE AOL 9E NE ACTUAL THAI WON. EXCEPT FOR CLASS A
BECOMING, NO MNMUD CONCRETE WON SMALL RE 1 -1/2 L0. • 18'.
S TRENCH BACKRLL S - CONFORM 10'WACKFALNG SEWER TRENTBES' N NE
UNITARY SEVERS SEWN CF ME STANDARD SPECINCATIONS. EXCEPT NAt ROCKS
OR LULPS LANCER M.AN t" PER FOOT OF PIPE DMMEMI! SW NOT BE USED N THE
SAD N.L MAMRIA,
6. SEE "EEWNG WATER'.AL. FOR MOD PPE" N NE AGGRMCATES SECTNPI D NE
STANDARD �OFICAIDRS FOR THE MARMA. SPECOTCAT1ON5.
7. SEE "BEDONO MAMEHAL FOR FLEMBLE APE' IN NE ADREGAMS SECMCM a
STAM)X SPEOFlCAIMIN FOR TIE MAMMAL SPECIFICATIONS.
& PPE FAEt SE AKHC,RGD N SUCH A MAIM AS N ENSURE ROW UNE IS
MAINTAINED.
MOOING BASS DESIGN
DIMENSION
CLASS A
CLASS 6
CLASS C
CIASS 0
CLASS F
A
C' UK
11/4 1D.
12" MAS.
24" MIN.
JWN
END
o
B
1/4 D.D.
1/2 Mo.
1/B DO,
ZERO
aD.
C
3/4 D.D.
1/2 all.
1/B O.D.
. 0.0.
-
z
-2"x 4 STUD SERVICE MARKER PAINT UPPER
-TEE WITH 6" SIDE OUTLET
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
III
PORTION WHITE
E ANN STENCIL ON SIDE
SURFACES. INCLUDING CHANNELING, COATED (SEALED)'.
V
L)
*SEWER' WITH 3' NIGH BLACK LETTERS.
SE
BLOCKING ANGLE
SEWER MAIN
w
AND #6 WRAPPED AROUND THE STUD AND
AND /6
6" SIDE SEWER AND BUILDING. SEWER
AT MAIN OVER 25
$
DT
EXTENDED TO THE TOP OF THE STUD.
STANDARD SIDE SEVER INSTALTATION
a
UNLESS APPROVED BY THE CITT, MAKE TAP THROUGH CAST
W
MAIN TO PROPERTY LINE)
NOTE:
IRON SADDLE DDLE SECURED SECURED SEWER MAIN WITH STAINLESS STEEL BANDS
0
DIAMETER OF THE LARGEST PIPE.
z
0
V)
o:
In
IN
PORTION OF NW 1/4, SE 1/4, SECTION 10, TWP. 23 N., RGE. 5 E., W.M.
FOUNDATION
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) —
FOUNOATION LEVEL
9::`:•iiiiiii••iiii•
•
•
(CLASS B. C. D. DESIGN)
BEDDING FOR RICID PIPE
I- IN (SEE NOTE 4) -1, LIMITS OF PIPE ZONE
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
PIPE BEDDIN(
NOTES
1. MA NDE UNIFORM Stt• T 18DER BNHIM..
2. HARD TAMP GNDEN NAUNa1E5.
3 COMPACT BEDDING M.t7 MAt TO 959 NOR. DENSITY EXCEPT DIRECTLY OVER PIPE.
HIND TAMP ONLY.
A. SIX EMAkVARGR AN'.) R2PARATON OF TRENW' N 1HE SAAANRY %N4RS S_ MUM
OF NE STANDARD SFEODCTAMONS FOR FRENCH WON "If AND NONCOM MOONS
NE PIPE ZONE AOL 9E NE ACTUAL THAI WON. EXCEPT FOR CLASS A
BECOMING, NO MNMUD CONCRETE WON SMALL RE 1 -1/2 L0. • 18'.
S TRENCH BACKRLL S - CONFORM 10'WACKFALNG SEWER TRENTBES' N NE
UNITARY SEVERS SEWN CF ME STANDARD SPECINCATIONS. EXCEPT NAt ROCKS
OR LULPS LANCER M.AN t" PER FOOT OF PIPE DMMEMI! SW NOT BE USED N THE
SAD N.L MAMRIA,
6. SEE "EEWNG WATER'.AL. FOR MOD PPE" N NE AGGRMCATES SECTNPI D NE
STANDARD �OFICAIDRS FOR THE MARMA. SPECOTCAT1ON5.
7. SEE "BEDONO MAMEHAL FOR FLEMBLE APE' IN NE ADREGAMS SECMCM a
STAM)X SPEOFlCAIMIN FOR TIE MAMMAL SPECIFICATIONS.
& PPE FAEt SE AKHC,RGD N SUCH A MAIM AS N ENSURE ROW UNE IS
MAINTAINED.
A . 4" UK 2T I.D. AND UNDER
6" WIN. QUM 21F' LO.
PIPE BEDDING FOR SANITARY SEVER
ADOPTED
CITE' OF MINOR
,N, PMNB
LOT OATS:
N Mar 4/n
Pt
N T UPPR DING. NAME: BW18C SP PAGE:807
ITARY SEWER
MOOING BASS DESIGN
DIMENSION
CLASS A
CLASS 6
CLASS C
CIASS 0
CLASS F
A
C' UK
11/4 1D.
12" MAS.
24" MIN.
JWN
END
o
B
1/4 D.D.
1/2 Mo.
1/B DO,
ZERO
aD.
C
3/4 D.D.
1/2 all.
1/B O.D.
. 0.0.
-
A . 4" UK 2T I.D. AND UNDER
6" WIN. QUM 21F' LO.
PIPE BEDDING FOR SANITARY SEVER
ADOPTED
CITE' OF MINOR
,N, PMNB
LOT OATS:
N Mar 4/n
Pt
N T UPPR DING. NAME: BW18C SP PAGE:807
ITARY SEWER
1:3:5 MIX
I
PROPERTY LINE
NOTES:
CONCRETE
BLOCKING
Y�
2'
/ O,f SV
STEPS TO BE 3/4' P DEFORMED BAR GALVANIZED SAFETY
s
24" MIN.
JWN
�N'F AI-:
o
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
FOTURE
6" BUILDING SEWER PIPE
��
RUBBER GASKETEO JOINTS
� BUILDING SEWER
CASTING TO BE PER DRAWING BR29.
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
IN ACCORDANCE WITH ASTM C -443
HORIZONTAL
CONCRETE.
O
5,
z
-2"x 4 STUD SERVICE MARKER PAINT UPPER
-TEE WITH 6" SIDE OUTLET
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
I
PORTION WHITE
E ANN STENCIL ON SIDE
SURFACES. INCLUDING CHANNELING, COATED (SEALED)'.
V
L)
*SEWER' WITH 3' NIGH BLACK LETTERS.
SE
BLOCKING ANGLE
SEWER MAIN
w
AND #6 WRAPPED AROUND THE STUD AND
AND /6
6" SIDE SEWER AND BUILDING. SEWER
AT MAIN OVER 25
$
DT
EXTENDED TO THE TOP OF THE STUD.
STANDARD SIDE SEVER INSTALTATION
a
UNLESS APPROVED BY THE CITT, MAKE TAP THROUGH CAST
W
MAIN TO PROPERTY LINE)
NOTE:
IRON SADDLE DDLE SECURED SECURED SEWER MAIN WITH STAINLESS STEEL BANDS
0
DIAMETER OF THE LARGEST PIPE.
ADOPTED
SI
WHEN CONNECTING NEW SIDE SEVERS TO EXISTING MAIN.
60' ALLOWABLE MAX.
.MAX. PIPE SIZE -
(SSSE?,/WER
CITY DP R6MDN
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND Cl
FOR CAST IRON PIPE
DD
(��Y4�+�(���(
«
BFT DAWO PLANS
4'`C)Y
PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCMLE IRON PIPE.
-CONCRETE SHELF
/X
1:3:5 MIX
�"
SEE DRAWING BR29
NOTES:
CONCRETE
BLOCKING
Y�
2'
/ O,f SV
STEPS TO BE 3/4' P DEFORMED BAR GALVANIZED SAFETY
5 "MIN
24" MIN.
JWN
�N'F AI-:
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
5.5 MIN,
24 MIN:
_2V MIN SLOPE
RUBBER GASKETEO JOINTS
3.
4.
CASTING TO BE PER DRAWING BR29.
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
IN ACCORDANCE WITH ASTM C -443
HORIZONTAL
CONCRETE.
O
5,
6" SIDE OUTLET TEE
STEPS - 3/4" DEFORMED BAR
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
SEWER MAIN
SURFACES. INCLUDING CHANNELING, COATED (SEALED)'.
V
L)
6" MN,
CONCRETE
BLOCKING ANGLE
SEWER MAIN
WASSER MC- CONSEAL OR APPROVED EQUAL;
OR APPROVED EQUAL
pF TEE
AT MAIN OVER 25
TYPICAL Vp SEWER ELEVATION
7,
STANDARD SIDE SEVER INSTALTATION
ELEVATI ON
WITH ASTM C -443.
W
MAIN TO PROPERTY LINE)
NOTE:
w
0
DIAMETER OF THE LARGEST PIPE.
ADOPTED
UNLESS OTHERWISE
SHOWN ON PLAN. SIOE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
.MAX. PIPE SIZE -
(SSSE?,/WER
CITY DP R6MDN
LINE OR 3
-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
DD
(��Y4�+�(���(
«
BFT DAWO PLANS
4'`C)Y
OR GALVANIZED STEEL
-CONCRETE SHELF
181' DNTBI 12/N
g11
nWf.. NAMF- RR10 CP PAf.F-RO'
(SEWER MAIN TO PROPERLY LINE)
CUT OUT EXIST, PIPE, MAKE
SMOOTH INVERT & CHANNEL
AFTER NEW LINE IS
ACCEPTED.
8" MINIMUM
LE
NEW MANHOLE PER
STANDARDS
NEW 8"
P
PVC x CONC. MANHOLE
ADAPTER (PVC PIPE ONLY)
ION- SHRINK GROUT
EXISTING SEWER
\ CAST IN -PLACE CHANNEL &
SHELF
12" MA
7' MIN.
MORTAR
FILLET
A�I�06
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE
ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF
ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING
CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL
EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT, SHOWN OR
UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 -5555
MANHOLE FRAME AND COVER
SEE DRAWING BR29
NOTES:
By:
ADJUSTMENT (4• MIN.)
1,
STEPS TO BE 3/4' P DEFORMED BAR GALVANIZED SAFETY
5 "MIN
24" MIN.
STEPS OR EQUAL.
CONE
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
5.5 MIN,
24 MIN:
ARE INSTALLED.
RUBBER GASKETEO JOINTS
3.
4.
CASTING TO BE PER DRAWING BR29.
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
IN ACCORDANCE WITH ASTM C -443
MIN.
CONCRETE.
O
5,
ALL JOINTS SHALL BE GROUTED.
STEPS - 3/4" DEFORMED BAR
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
OF 21
SURFACES. INCLUDING CHANNELING, COATED (SEALED)'.
V
L)
WITH A HIGH SOLIDS URETHANE COATING:
CONCRETE RISER BY PIPE INC.,
WASSER MC- CONSEAL OR APPROVED EQUAL;
OR APPROVED EQUAL
COLOR OF COATING SHALL BE WHITE.
W
7,
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
W
B.
CHANNEL HEIGHT SHALL. -BEA MINIMUM OF 3/4 THE INSIDE
w
0
DIAMETER OF THE LARGEST PIPE.
'E'
9.
CONNECTIONS TO MANHOLE SHALL BE MADE USING CPK'.
.MAX. PIPE SIZE -
W
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.'.
IAODER -STD, ALUMINUM
DD
OR GALVANIZED STEEL
-CONCRETE SHELF
Z
g11
N
�
-PRECAST BASE SECTION
OR CAST IN SHELF.
I --I t- 6" MIN. (TYP)
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
5- 338510
x$'15- 33551
SANITARY MANHOLE TYPICAL DETAIL
Y ADOPTED
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d8" MH
48
8" MIN.
5 "MIN
24" MIN.
21' MID.
54" MH
54
8' MIN.
5.5 MIN,
24 MIN:
24" I: D.
60" MH
60"
8" MIN
6 MIN. 1.42"
MIN.
130' I: D. I
5- 338510
x$'15- 33551
SANITARY MANHOLE TYPICAL DETAIL
Y ADOPTED
CN)' OP HMO
•�♦
MI DAN , FUND!
RATO 1' IyBN
DWG. NAME: BR28 SP PAGE: BC
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03/16/2007
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