M401_Revised.pdf
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- Attached to
- Natomas Basin Reach D Levee Improvement Construction Project Federal contract opportunity
- Solicitation number
- W91238-18-B-0001
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M401 Revised
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A of Engineers
US Army Corps
M-401
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FRONT VIEW
UNIT WIDTH
TYP.
7'-2
SECTION A-A
3" CLR.
" BAR
" CTR.
" CTR.
2" CLR.
ADDITIONAL SITE VERIFICATION.
2. SITE DIMENSIONS ARE SUBJECT TO CHANGE UPON
BRACING.
STRUCTURAL REVIEW FOR REQUIRED SEISMIC
1. ANCHORAGE AT DECK TO BE SUBMITTED FOR
NOTE#2:
CLR.
TYP.
7'-2
A A
TYP.
CLR.
R E F
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IN
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TYP. SIDE VIEW @ UNIT
UNIT #1 UNIT #2
EQUIPMENT
CAUTION
AUTOMATICALLY
MAY START
N O
M
IN
A L
INTAKE WIDTH
15'
" CLR.
EL. +22.25
c
EL. 3.75
R E
F
R E
F
CHUTE
DISCHARGE
HINGED
MANUAL
18'-5"*d
" CLR.
NOTE#1:
6'-9"*d
NOT SHOWN
EACH SIDE OF TRASH RACKS
AND SUPPORTS AS REQUIRED
NON CLEANED FILLER SCREEN BARS
AS REQUIRED
SUPPORTS INCLUDED
TRASH RACK LATERAL
AS REQUIRED
SUPPORTS INCLUDED
TRASH RACK
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-0
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-0
M -4
X X
X .d w g
A S-102
WSE = EL. +20.0
PARTIAL BASE VIEW
T B
D e
e. VERIFY MAXIMUM WATER HEIGHT.
d. VERIFY CHANNEL DEPTH (2) PLACES.
c. VERIFY CHANNEL HEIGHT.
(1) RIGHT HAND.
b. VERIFY MOTOR LOCATION (1) LEFT HAND AND
HEIGHT OF CHANNEL.
a. VERIFY CHANNEL WIDTH DIMENSION AT THE FULL
INCLUDE BUT NOT LIMITED TO:
PERTAINING TO THE TRASH RACK DESIGN, TO
6. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS
MINIMUM THICKNESS NEOPRENE GASKETS.
STRUCTURAL COMPONENTS BE INSULATED WITH 1/8"
MAKE COMPONENTS CONTACT WITH CARBON STEEL
WHERE THE STAINLESS STEEL TRASH RAKE AND RACK
5. THE CONTRACTOR SHALL ENSURE THAT ANY LOCATIONS
CONSTRUCTED OF A36 COATED STEEL.
4. THE TRASH RAKE AND FILLER SCREEN BARS SHALL BE
REQUIRED ON EACH SIDE OF THE TRASH RACK.
DESIGN OF THE NON-CLEANED FILLER BARS AS
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
3 INCHES CLEAR.
WITH THE PUMP MANUFACTURER, BUT NOT TO EXCEED
2. THE CONTRACTOR SHALL COORDINATE BAR SPACING
SPECIFICATIONS.
SUPPORTS, AND ANCHORING DETAILS AS PER THE
DESIGN OF THE TRASH RAKE SYSTEM, STRUCTURAL
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
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