HomeMy WebLinkAboutS-220209MC
FIL
N
CASTING INLAND FDRY
OR EQUAL PT.F14
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.
1 DETAIL — TYPICAL SANITAM MANHOLE
NO SCALE
W (SEE NOTE 4)-.,,- UNITS OF PIPE .a
BACKFILL MATERIAL
NOTE 5)
CONCRETE CLASS C
(SEE NOTE 8)
Lv �p OF • N
BACKFILL MATERIAL
(SEE NOTE 5)
BED INC MATERIAL
OR
• • Otis;, •.�i?.. '�*.
FOUNDATION LEVEL
BEDDING FOR RIGID
W (SEE NOTE 4) LIMITS OF PIPE ZONE
%yy{
_ f
BEDDING
FOR FLEXIBLE PIPE B
(SEE NOTE 7)
FOUNDATION
BEDDING (GLASS F DESIGN)
•- FLEXIBLE PIPE
SE 1/4, NE 1/4, SEC. 3, T.23N., R"5E., W.M.
j[--1/2" --1/2" WEB 8 PL. 1/2" x 3" x 3/8" NON -SKID
0 PATTERN CAST INTEGRAL ON TOP
o
FRAME (NON- LOCKING) COVER (NON - LOCKING)
FOR 5/8" -11 N.C. x 1 -1/4"
A S.S. SOC. HD. CAP SCREW (3 REQ'D.) 3/8" 1 -3/8"
L3 TYP. NON -SKID PATTERN
12 TYP. 1
°oqe I
°O B ���2,, 1 " SEAT /2' L 2•• " 2" RAISED LETTERS AS SECTION B -B
REQ'D. SEE NOTE No.3 BELOW
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
P.P 5/8 " -11 N.C. 1_1/2^ CORE(TYP.) (LOCKING)
ON 23" B.C(TYP. 3 PL)
FRAME (LOCKING) COVER
NOTES:
1, FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL.
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL
3. USE FRAME AND COVER FOR STORM {SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER').
2 DETAIL — MANHOLE FRAME AND COVER
NO SCALE
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 "EXCAVATION 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 ACTAUL TRENCH WIDTH, EXCEPT FOR CLASS A
2 I.D. + 18'.
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1 /
5. TRENCH BACKFlLL SHALL CONFORM TO "BACKFlLLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFlLL 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.
6" MIN. r /
6" MIN. \
_F \
*6" A:IN.
6" MIN.
26 -3/8"
25-1/4 1
24' f�
1/2 BLIND FLANGE AS DAM
1/2 PLUG AS DAM
6
T
1-1/4" T
2" /4" 3 4"
/
D.I.P. TEE CL.50
ONE LENGTH OF DUCTILE IRON
PIPE (CLASS 50) TO SOLD
BEARING WHEN SPAN
IS MORE THAN 4'.
TYPICAL 1 r� 2" MIN. ONE LENGTH OF
1
MANHOLE , -6" MIN. DUCTILE IRON PIPE
CLASS 50) TO SOLID
BEARING
33 -1/4"
*
\ _ WHEN SPAN
<[i•^:.'.% ?;�;� _ IS MORE THAN 4'.
A S.S. SOC. HD. CAP SCREW (3 REQ'D.) 3/8" 1 -3/8"
L3 TYP. NON -SKID PATTERN
12 TYP. 1
°oqe I
°O B ���2,, 1 " SEAT /2' L 2•• " 2" RAISED LETTERS AS SECTION B -B
REQ'D. SEE NOTE No.3 BELOW
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
P.P 5/8 " -11 N.C. 1_1/2^ CORE(TYP.) (LOCKING)
ON 23" B.C(TYP. 3 PL)
FRAME (LOCKING) COVER
NOTES:
1, FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL.
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL
3. USE FRAME AND COVER FOR STORM {SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER').
2 DETAIL — MANHOLE FRAME AND COVER
NO SCALE
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 "EXCAVATION 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 ACTAUL TRENCH WIDTH, EXCEPT FOR CLASS A
2 I.D. + 18'.
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1 /
5. TRENCH BACKFlLL SHALL CONFORM TO "BACKFlLLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFlLL 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.
* A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4•' MIN.
1/4 I.D.
12" MAX.
*
*
ZERO
B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
—
* A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
JG:NT (�
BACKFILL WITH
COMPACTED MATERIAL
AS DIRECTED BY
ENGINEER.
D.I.P. 6" MIN. -ItEl
WITH MIN. 4
SHACKLE RODS
CEMENT CONCRETE
CLASS C BLOCK
POURED IN PLACE+
D.I.P. 90 BEND "✓' -' °'
CL50(MJ X PE)
DUCTILE IRON
DROP CONNECTION
LL
I
sa:'
c ,.J
Lo' MAX.
20' MAX.
�I
--�1. MAX.
F"
`TYPICAL MANHOLE
FOUNDATION
-
Km
CONCRETE ENCASED
DROP CONNECTON
smim
Imam
JG:NT (�
BACKFILL WITH
COMPACTED MATERIAL
AS DIRECTED BY
ENGINEER.
D.I.P. 6" MIN. -ItEl
WITH MIN. 4
SHACKLE RODS
CEMENT CONCRETE
CLASS C BLOCK
POURED IN PLACE+
D.I.P. 90 BEND "✓' -' °'
CL50(MJ X PE)
DUCTILE IRON
DROP CONNECTION
PKUULUUKtt
SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G.
ALLOW 2 MINUTES FOR STABILIZATION, ADDING AIR
AS REQUIRED. TIME THE DROP FROM 3.5 P.S.I.G.
TO 2.5 P.S.I.G. READ THE MAXIMUM ALLOWABLE
TIME IN SECONDS FROM THE TABLES.
5 AIR TEST TABLE FOR SEWER MAINS
NO SCALE
DETAIL — PIPE BEDDING FOR SANITARY SEWEF — —
4 I 4" D.I. TEE (MJ)
NO SCALE PLUG (MJ) KOR -N -SEAL CONNECTOR
S.S. M.H. F -1
IE =390.00 CORE DRILL
1 -PIECE 4" D.I. FROM TEE TO BEND
LL
I
sa:'
c ,.J
Lo' MAX.
20' MAX.
�I
--�1. MAX.
F"
`TYPICAL MANHOLE
FOUNDATION
-
CONSTRUCTION
CONCRETE ENCASED
DROP CONNECTON
smim
Imam
PKUULUUKtt
SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G.
ALLOW 2 MINUTES FOR STABILIZATION, ADDING AIR
AS REQUIRED. TIME THE DROP FROM 3.5 P.S.I.G.
TO 2.5 P.S.I.G. READ THE MAXIMUM ALLOWABLE
TIME IN SECONDS FROM THE TABLES.
5 AIR TEST TABLE FOR SEWER MAINS
NO SCALE
DETAIL — PIPE BEDDING FOR SANITARY SEWEF — —
4 I 4" D.I. TEE (MJ)
NO SCALE PLUG (MJ) KOR -N -SEAL CONNECTOR
S.S. M.H. F -1
IE =390.00 CORE DRILL
1 -PIECE 4" D.I. FROM TEE TO BEND
K' ` BACKFlLL WITH
COMPACTED MATERIAL
6" MIN. AS DIRECTED BY
ENGINEER.
CEMENT CONCRETE CLASS C
POURED IN PLACE
(ALL PIPE EXCEPT DUTILE IRON
SHALL BE CONCRETE ENCASED)
90 BEND
(TYTON U -651
DROP MH CONNECTK)N
e
4"
I I I � NOTES: 8" 6° 12° MIN.
STAINLESS STEEL STRAPS
4 MIN. - 12 "MAX. I I KITH 5/8" SS ANCHOR BOLTS MIN. MIN.
1. STEPS TO BE 3/4- DIA. DEFORMED BAR GALVANIZED I I
SAFETY STEPS OR EQUAL I 3 - 1 1/4° FORCE MAINS
2. STEPS ARE TO BE IN PLACE BEFORE MH SECTIONS I 4 ° -90- BEND (MJ)
PE
ARE INSTALLED
ri 12" 3. CASTING TO BE OLYMPIC FOUNDRY MH 30 WITH —
I MH 30 D/T OR EQUAL EXISTING LIFT STATION I C
z 4. MANHOLE SECTIONS TO BE REINFORCED PRECAST IE= 375.70 _
CONCRETE
4 54" ` S. OPENING SHOULD BE ON DOWNSTREAM SIDE
k
a
6 n
VGONCRETE BLOCK
aa
6" %,2202
DETAIL — SHALLOW MAN L"':'1..E T. YIP E A INSIDE DROP CONNECTION NO SCALE N CONNECTION
6 NO SCALE � NO SCALE
LESS THAN 7' DEEP
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210 19 118 117 1 115 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 2 a
LL
I
sa:'
c ,.J
Lo' MAX.
20' MAX.
�I
--�1. MAX.
F"
`TYPICAL MANHOLE
FOUNDATION
-
CONSTRUCTION
CONCRETE ENCASED
DROP CONNECTON
K' ` BACKFlLL WITH
COMPACTED MATERIAL
6" MIN. AS DIRECTED BY
ENGINEER.
CEMENT CONCRETE CLASS C
POURED IN PLACE
(ALL PIPE EXCEPT DUTILE IRON
SHALL BE CONCRETE ENCASED)
90 BEND
(TYTON U -651
DROP MH CONNECTK)N
e
4"
I I I � NOTES: 8" 6° 12° MIN.
STAINLESS STEEL STRAPS
4 MIN. - 12 "MAX. I I KITH 5/8" SS ANCHOR BOLTS MIN. MIN.
1. STEPS TO BE 3/4- DIA. DEFORMED BAR GALVANIZED I I
SAFETY STEPS OR EQUAL I 3 - 1 1/4° FORCE MAINS
2. STEPS ARE TO BE IN PLACE BEFORE MH SECTIONS I 4 ° -90- BEND (MJ)
PE
ARE INSTALLED
ri 12" 3. CASTING TO BE OLYMPIC FOUNDRY MH 30 WITH —
I MH 30 D/T OR EQUAL EXISTING LIFT STATION I C
z 4. MANHOLE SECTIONS TO BE REINFORCED PRECAST IE= 375.70 _
CONCRETE
4 54" ` S. OPENING SHOULD BE ON DOWNSTREAM SIDE
k
a
6 n
VGONCRETE BLOCK
aa
6" %,2202
DETAIL — SHALLOW MAN L"':'1..E T. YIP E A INSIDE DROP CONNECTION NO SCALE N CONNECTION
6 NO SCALE � NO SCALE
LESS THAN 7' DEEP
WWP ® 27 - 2202
J
rii W w _�
® I—
Q
3 W 03
co
ii � Q
� J2
z
g
9 CD z i
E
U
o O �
20 � s
Ga�v
3 WI
8
� Y K
i
ti ® U
n.
n m
to p N
o a
s z
ut W X
p
ti
4
210 19 118 117 1 115 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 2 a