W912ES22R0001-0005 RRS PLANS 01Dec21.pdf
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- Solicitation number
- W912ES22R0001
About this file
This document provides details for a federal construction contract opportunity issued by the U.S. Army Corps of Engineers, St. Paul District. The opportunity is for construction of the Red River Structure, which is part of the Fargo Moorhead Metropolitan Flood Risk Management Project. Key aspects of the project include construction of a gated structure, dam walls, vehicle and mechanical bridges, stilling basin, dentated end sill, retaining walls, approach structures, and slope protection. The project magnitude is estimated between $100 million and $250 million. The NAICS code is 237990 and size standard is $39.5 million. The solicitation was issued following FAR Part 15 procedures for a full and open competition. Payment and performance bonds are required per FAR Part 28. The response due date and award timing are not provided.
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BOT TRANS
#11 @ 6" OC
BOT LONG, TYP
#9 @ 1'-0" OC
TO MAKE #10's @ 6" OC
ALTERNATE WITH 51'-0" HOOKS
WITH STD HOOK (TOP TRANS)
#10 @ 1'-0" OC x 21'-0"
TO MAKE #10's @ 6" OC
ALTERNATE WITH 21'-0" HOOKS
WITH STD HOOK (TOP TRANS)
#10 @ 1'-0" OC x 51'-0"WITH 5'-11" MIN PROJ (TYP)
#9 @ 1'-0" OC (EF OF PIER)
6" CLR COVER, TYP
SPLICE, TYP
ADD 90 DEG HOOK AS NEEDED)
LEG TO MISS PILE OR
(ROTATE BOTTOM BAR
FACE BARS
#10 @ 1'-0" OC SIDE
BOT TRANS
#11 @ 6" OC
BOT LONG, TYP
#9 @ 1'-0" OC
WITH 5'-11" MIN PROJ (TYP)
#9 @ 1'-0" OC (EF OF PIER)
SPLICE, TYP SPLICE, TYP
DEWATERING PIT
WITH STD HOOK (TOP TRANS)
#10 @ 6" OC
DOWEL BARS TO MAKE 6" OC
PLACE BARS BETWEEN PIER
ALL (4) SIDES OF PIT
#9 @ 1'-0" OC, TYP
DEWATERING PIT, TYP.
EACH WAY UNDER
(5) #9 @ 1'-0" O.C. X 14'-9"
ADD 90 DEG HOOK AS NEEDED)
LEG TO MISS PILE OR
(ROTATE BOTTOM BAR
FACE BARS
#9 @ 1'-0" OC SIDE
T Y
P
TYP.
HORIZ & VERT BARS
#9 @ 1'-0" OC, TYP
BLOCKOUT, SEE SHEET SG511
TAINTER GATE SIDE SEAL
BETWEEN LAYERS
3" CLEAR SPACING
(2) LAYERS OF #10's @ 6" OC
BETWEEN LAYERS
3" CLEAR SPACING
#10 @ 6" OC WITH
(3) LAYERS OF
(TOP LAYER)
#10 @ 6" OC x 28'-0"
(MIDDLE LAYER)
#10 @ 6" OC x 36'-0"
TOP TRANS, TYP
#9 @ 1'-0" OC
DEWATERING PIT, TYP
EACH WAY UNDER
(5) #9 @ 1'-0" OC x 14'-9"
WITH 5'-11" MIN PROJ
#9 @ 1'-0" OC
ALL (4) SIDES OF PIT
#9 @ 1'-0" OC, TYP
BOT LONG, TYP
#9 @ 1'-0" OC
(MIN TOP BAR ELEVATION 880.00)
BARS MIN PROJECTION 7'-0"
#10's @ 6" OC INSIDE LAYER OF
(MIN TOP BAR ELEVATION 892.00)
BARS MIN PROJECTION 19'-0"
#10's @ 6" OC LANDSIDE LAYER OF
DEWATERING PIT
6" OC (BOTTOM LAYER)
OC x 48'-0" TO MAKE #10'S @
ALTERNATE WITH #10 @ 1'-0"
#10 @ 1'-0" OC x 41'-0"
ADD 90 DEG HOOK AS NEEDED)
LEG TO MISS PILE OR
(ROTATE BOTTOM BAR
FACE BARS
#9 @ 1'-0" OC SIDE
3'-11"
5" 3'-1" 5"
/8
3'-11"
5" 3'-1" 5"
3"
8 1/2 "
3"
2'-0"
3'-0"
/8
5"
/8
TO PLATE
WELD NUT
TYPE 304 SS
1/2" DIA. HEX BOLT
TYPE 316L SS
ASTM A276
COVER PLATE
TYPE 316L SS
ASTM A276
WASHER AND NUT
/8
3"2 1/2 " 1/2 "
3"
TYPE ANCHOR BOLT
GALVANIZED L-
WELDABLE
ASTM F1554 GR 50
1/2" DIA. X 1'-0"
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FLUSH TO CONCRETE
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COVER PLATE ASTM
TYPE 316C SS
NUT ASTM A276
WASHER & LOCK
FACE
IS FLUSH WITH CONCRETE
TO ENSURE COVER PLATE
ADJUST DIMENSIONS
3/8" BENT PLATE
TYPE 304 SS
1/2" DIA HEX BOLT
DS: AEC_Screen.dscriptPD: MVP_pdf.pltcfg11:44:31 AM 11/19/2021
...\S03_FMM Red River Structure [FMMRRS-WRRDA14]\PED\Engineering & Design\CAD_BIM\_Sheets\FMMRRS_S-50
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SHEET KEYNOTES
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SECTION - CONTROL STRUCTURE FOUNDATION REINFORCEMENT
SCALE: 1/4" = 1'-0"
A9
SCALE: 3/16" = 1'-0"SCALE: 1/4" = 1'-0"
SECTION - CONTROL STRUCTURE FOUNDATION REINFORCEMENT
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DETAIL - DEWATERING PIT
TOP - PIT
FRONT - COVER PLATE
TOP - COVER PLATE
SCALE: N.T.S.
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STRUCTURE FOUNDATION.
4. DEWATERING PIT HEIGHT = 3'-0" MEASURED FROM TOP OF CONTROL
3. EXTEND ABUTMENT/PIER REINFORCEMENT TO BOTTOM MAT.
2. SPLICE LENGTH PER TABLE 1, S-001.
1. DEVELOPMENT LENGTH PER TABLE 1, S-001.
PILING.
CHANNEL CENTERLINE SHALL BE PLACED ON TOP OF THE
2. BARS PERPENDICULAR (TRANSVERSE) TO THE DIVERSION
BARS OF THE BOTTOM MAT
SHALL BE THE TOP BARS FOR THE TOP MAT AND THE BOTTOM
1. BARS PERPENDICULAR (TRANSVERSE) TO CONTROL LINE EC
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6"1'-0"1'-0"6"
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3" TYP.
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1'-3 3/8 "
3" RADIUS (TYP)
T Y
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C L
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1 1/2" CHAMFERGALVANIZED PLATE
3/8" ASTM A36
ANCHOR BOLT
GALVANIZED L-TYPE
GR 50 WELDABLE,
1/2" DIA. X 1'-0", ASTM F1554,
3" RADIUS (TYP)
6"1'-0"1'-0"6"
6" TYP.
3'-0"
4" CLR
T Y
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T Y
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GALVANIZED PLATE
3/8" ASTM A36
ANCHOR BOLT
GALVANIZED L-TYPE
GR 50 WELDABLE,
1/2" DIA. X 1'-0", ASTM F1554,
SPLICE LENGTH (TYP)
LENGTH (TYP)
DEVELOPMENT
HORIZ BARS (TYP)
#9 @ 1'-0" OC
VERT BARS (TYP)
#9 @ 1'-0" OC
HORIZ BARS (TYP)
#9 @ 1'-0" OC
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DS: AEC_Screen.dscriptPD: MVP_pdf.pltcfg9:34:52 AM 11/30/2021
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SECTION - DOWNSTREAM BULKHEAD SLOT
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SECTION - UPSTREAM BULKHEAD SLOT
DETAIL - DOWNSTREAM BULKHEAD SLOTDETAIL - UPSTREAM BULKHEAD SLOT
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SECTION - UPSTREAM BULKHEAD SLOT
SCALE: 1/4" = 1'-0"
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PAD
KEEPING
3" HOUSE
W
W
W
W
W
W
W
13'-8"
1'-9"
/2
1/2 "
1'-8"
CEILING
6" FROM
TOP
2'-0"4'-8"2'-0"1'-8"1'-8"1'-8"
R
20"
28"28"
LT35
LT169
LT36
GATE 3 HOIST3B
6 73B
NP11
LT209
NP6
GATE 1 HEATERS
MAIN
NP1
1A
NP7
NP3
NP2
MONITOR
POWER
NP4
2C
NP8
NP9
GATE 2 HOIST
LT129
LT249
NP10
GATE 3 HEATERS3A
NP5
1B
GENERATOR
1C
NP12
SEE SHEET EI511 FOR DETAILS
F R
O N
T
PP1
GATE 1 HOIST2B 4A
LT89
GATE 2 HEATERS2D
LT229
2 4
LP1
54B
NP13LP2
NP56
PM58
24"20"20"20"
2A
TRANSFORMER
50 kVA
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1 8
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1 8
GND BAR
300A
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ELECTRICAL NOTES:
A1
C1 C8
ELEVATION - MAIN CONTROL PANEL - FRONT LAYOUT
PLAN - MAIN CONTROL PANEL - ENCLOSURE CONDUIT ENTRANCE
PANEL - RIGHT SIDE PROFILE
ELEVATION - MAIN CONTROL
SHEET KEYNOTES
0 1' 2'6"0 1' 2'6"
0 1' 2'6"
SCALE: 1 " = 1'
SCALE: 1 " = 1'
SCALE: 1 " = 1'
M A
IN
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A Y
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EI510
D F
O R
D
D S
A N
D E
R S
S I
D
T S
U L L
Y
COMPARTMENTS AND WITH A 1/4 HOLE EVERY 1.5 INCH MINIMUM.
10. PROVIDE 300A GROUND BAR WITH SPLICES OR JUMPERS BETWEEN
9. PROVISIONS FOR FUTURE BREAKERS OR MCC EQUIPMENT.
INTERLOCKED CIRCUIT BREAKER MECHANISM.
8. MAIN AND GENERATOR BREAKER SHALL BE KEY-LOCK DUAL
MINIMUM BUS SIZE SHALL BE 300 AMPS. BRACING 30, 000 AMPS.
7. SECTION 1, 2, 3 MAY BE PROVIDED AND CONSTRUCTED AS AN MCC WITH BUS.
6. FOR NAMEPLATE AND LAYOUT INFORMATION SEE SHEET EI511.
SEE ARCHITECTURAL DRAWINGS.
5. CONDUIT PLACEMENT SHALL BE COORDINATED WITH BUILDING CONSTRUCTION,
LOCKED OUT.
4. ALL BREAKERS IN THE 480V PANELBOARD PP1 SHALL BE ABLE TO BE
24 INCHES.
3. THE 50 kVA TRANSFORMER SHALL NOT HAVE A DEPTH GREATER THAN
WITH TRANSFORMER MANUFACTURER.
ALLOW CLEARANCE TO CEILING AND TO PANEL ENCLOSURES COORDINATE
2. THE 50 kVA TRANSFORMER SHALL BE WALL MOUNTED NEAR CEILING.
LOCKED OUT.
1. THE INCOMING MAIN AND GENERATOR BREAKERS SHALL BE ABLE TO BE
B
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O C
T O
B E
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W E
S
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BUILDING.
VARIATIONS. CONTRACTOR TO COORDINATE ALL CHANGES IN THE CONTROL
8. ONE ADDITIONAL 20 INCH SECTION MAY BE ADDED TO PANEL LINE UP FOR SUPPLIER
7. FIELD VERIFY FOR EXACT ENCLOSURE DIMENSIONS.
UL508 PANEL CONSTRUCTION.
THE PANEL CAN BE A COMBINATION OF MCC TYPE CONSTRUCTION AND
6. THE ENTIRE PANEL SHALL BE CONSTRUCTED TO UL 508 STANDARD. OPTIONALLY
HASP.
5. EACH ENCLOSURE COMPARTMENT DOORS SHALL HAVE A LOCKABLE
THREADED THUMB SCREWS SECURING THEM.
4. ENCLOSURE SHALL HAVE INDIVIDUAL COMPARTMENT DOORS WITH
3. ENCLOSURE COLOR SHALL BE INDUSTRY STANDARD LIGHT GRAY.
COAT PAINT TO NEMA 4X STANDARD.
2. ENCLOSURE SHALL BE PRIMED AND PAINTED WITH EPOXY OR POWDER
CRS DOORS AND UL508 TYPE 1 STANDARD.
1. ENCLOSURE SHALL BE CONSTRUCTED OF 12 GAUGE CRS WITH 14 GAUGE
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