AMDT0004_72426_TECHNICAL_SUMMARY_OF_CHANGES.pdf
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- Attached to
- PN 72426 Military Working Dog Facility
- Solicitation number
- W912PM21R0002
About this file
This technical summary of changes document outlines revisions made to construction plans and specifications for the Military Working Dog Facility project at Fort Bragg, North Carolina. Key changes include adding specifications for crash rated active vehicle barriers and controls, replacing the table of contents and submittal register volumes, and removing and replacing site plan sheet C508. Technical drawings were also added, including six sheets depicting a 20-foot tilt-away vehicle barrier gate system. The revised documents provide details for constructing a facility with 48 kennels, a veterinary clinic including surgical, radiological, and pharmacy spaces, classrooms, administrative offices, and supporting infrastructure for housing and training military working dogs at Fort Bragg.
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Text version
Construct Military Working Dog Facility Amendment 0004 January 19, 2021
PN 72426, W912PM21R0002
Ft. Bragg, NC
TECHNICAL SUMMARY OF CHANGES
SPECIFICATIONS:
1. ADD in entirety:
a. Spec Section 34 71 13.19 – Crash Rated Active Vehicle Barriers & Controls
2. REMOVE and REPLACE in entirety:
a. Table of Contents – Volumes I of III & II of III
b. Submittal Register – Volume I of III
PLANS:
1. REMOVE & REPLACE SHEETS with REVISED DRAWINGS in entirety:
a. C508
2. ADD TECHNICAL DRAWINGS:
a. Tilt‐A‐Way PSB K12 M50 20‐foot Drive (6‐sheets)
i. Sheet 1 of 1, Ideal Mfg., 11/24/15
ii. Sheets 1 of 5 thru 5 of 5, Ideal Mfg., 11/24/15
‐‐End of Summary—
A N
S I
D
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
J A
N U
A R
Y
F O
R T
B
A
G G
N
O R
H
C
R
O L
I N
A
S O
F
M
I L
I T
A R
Y
W
O R
K I N
G
D
O G
F
C
I L
I T
Y
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
US Army Corps of Engineers
C A
T E
G O
Y
D
E
W P
M R
W H
N D
D E
S
I P
T I O
N
J O
N E
S
F
R A
N K
L
D
S
U I T
E
R A
L E
I G
H
N
C
F
A X
L I C
E N
E
READY TO ADVERTISE
FOR OFFICIAL USE ONLY
FOR OFFICIAL USE ONLY
W I L M
I N
G T
S
T R
I C
T
U S
A
R M
Y
C
O R
P
E
N G
I N
E E
R S
R
L I N
G T
V E
W I L M
I N
G T
O N
N
O R
H
R
O L I N
A
C-508
S I T
E
D
E T
A I L
S
D
S
A L T
S M
A N
M
M
I L E
Y
M
B
A R
T O
N
D
S
A L T
S M
A N
C D
G N
ROADWAY
VIEW FROM SECURED SIDE LOOKING OUT
RIGHT HAND INSTALLATION
TOP VIEW
FOUNDATION, OPERATOR,
AND BARRIER
20' MIN.
FENCE TO SUIT THIS SIDE
ADD FENCE POST TO
CONCRETE FOUNDATION
AS NEEDED
PROVIDE
CLEARANCE FOR
MAINTENANCE
ACCESS DOOR SWING
PROVIDE
CLEARANCE FOR
DOOR SWING
PILINGS DUG TO FROST LINE OR
ENTIRE CONCRETE PAD DUG TO
FROST LINE
M
I N
CENTER LINE
OF BARRIER
CENTER LINE
OF BARRIER
ADDITIONAL
FOOTING PER
MANUFACTURER'S
SPECIFICATIONS
FROST LINE
FENCE TO SUIT THIS SIDE
ADD FENCE POST TO
CONCRETE FOUNDATION
AS NEEDED
K12/M50 GATE DETAIL
SCALE: NOT TO SCALE
A4
ADDITIONAL
FOOTING PER
MANUFACTURER'S
SPECIFICATIONS
ADDITIONAL
FOOTING PER
MANUFACTURER'S
SPECIFICATIONS
NOTE:
1. SELECT GATE IAW SPECIFICATION SECTION 34 71 13.19. GATE IS TO
BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND
MANUFACTURER'S SPECIFICATIONS.
FOOTING PER
MANUFACTURER'S
SPECIFICATIONS
FOOTING PER
MANUFACTURER'S
SPECIFICATIONS
FOOTING PER
MANUFACTURER'S
SPECIFICATIONS
FOOTING PER
MANUFACTURER'S
SPECIFICATIONS
FOOTING PER
MANUFACTURER'S
SPECIFICATIONS
FOOTING PER MANUFACTURER'S
SPECIFICATIONS
R
E V
I S
M E
N D
M E
J A
N dsaltsman Stamp
A A
B B
C C
D D
SHEET 1 OF 1
DRAWN
CHECKED
QA
MFG
APPROVED
DWG NO
TITLE
SIZE
SCALE
REV
2011 Harnish Blvd. Billings MT 59101 Tel. (406) 656-4360
T Henry 11/10/2015
11/24/2015
20' DRIVE X 7' + 1'
TILT-A-WAY PSB K12 M50
D
Ideal Mfg., Inc.
1/50
PROPRIETARY INFORMATION
IDEAL MFG., INC.
BILLINGS MONTANA
THIS INFORMATION CONSTITUTES
A TRADE SECRET OF IDEAL MFG., INC.
VIEW FROM SECURED SIDE
LOOKING OUT
LEFT HAND INSTALLATION
SEE TILT-A-WAY
PSB K12 M50
CONCRETE DRAWING
FOR REBAR AND BOLLARD
INFORAMTION
NOTE: GROUND CLEARANCE UNDER BARRIER
DECREASES FROM 33
4" TO 21
4" IF
REVERSING EDGE IS USED.
CONSULT MANUFACTURER IF GATE REQUIRES
AN EXTENSION ON BOTTOM OF BARRIER
FOR SLOPING ROADWAY OR RAISED CURBS.
TILT-A-WAY
HYDRAULIC VERTICAL PIVOT GATE PSB K12 M50
20 FOOT DRIVE
7' + 1' ALUMINUM BARRIER
Bolt on Stanchion
CENTER LINE
OF BARRIER
OPTIONAL FOOTING
ROADWAY
VIEW FROM SECURED SIDE
LOOKING OUT
RIGHT HAND INSTALLATION
TOP VIEW
FOUNDATION, OPERATOR,
AND BARRIER
SECURED SIDE
ROADWAY
Fence to Suit This Side Add Fence Post to
Concrete foundation As Needed.
TOP VIEW
FOUNDATION ONLY
Fence to Suit This Side Add Fence Post to
Concrete foundation As Needed.
Stub in Power & Control Conduit
Drill Four Holes After Placing Operator and Epoxy Four
4 X 12" Studs or Equivalent
Bolt on Stanchion
Provide 50" Minimum Clearance For Maintenance Access Door Swing
Provide 27" Minimum Clearance For Door Swing
Pilings Dug To Frost Line or Entire Concrete Pad Dug to Frost Line.
CENTER LINE
OF BARRIER
CENTER LINE
OF BARRIER
CENTER LINE
OF BARRIER
OPTIONAL FOOTING
OPTIONAL FOOTING OPTIONAL FOOTING
Frost Line
SECURED SIDE
ROADWAY
TOP VIEW
FOUNDATION ONLY
Stub in Power & Control Conduit
Drill Four Holes After Placing Operator and Epoxy Four
4 X 12" Studs or Equivalent
CENTER LINE
OF BARRIER
TOP VIEW
FOUNDATION, OPERATOR,
AND BARRIER
Fence to Suit This Side Add Fence Post to
Concrete foundation As Needed.
Fence to Suit This Side Add Fence Post to
Concrete foundation As Needed.
CENTER LINE
OF BARRIER
ROADWAY
Provide 50" Minimum Clearance For Maintenance
Access Door Swing Provide 27" Minimum
Clearance For Door Swing
Pilings Dug To Frost Line or Entire Concrete Pad Dug to Frost Line.
OPTIONAL FOOTINGOPTIONAL FOOTING
Frost Line
A A
B B
C C
D D
SHEET 1 OF 5
DRAWN
CHECKED
QA
MFG
APPROVED
T Henry 11/9/2015
11/24/2015
DWG NO
20' DRIVE X 7' + 1'
TITLE
TILT-A-WAY PSB K12 M50
SIZE
D
SCALE
Ideal Mfg., Inc.
REV
2011 Harnish Blvd. Billings MT 59101 Tel. (406) 656-4360
1/25
4'-2"
11'-0"20'-0" 1'-10"
3'-4"
8'-0"
4'-0"
4"
4'-0"
2" 81
2" 9'-0"
2"
15'-0" 2'-41
2" 8'-0"
9'-0"
31'-0"
5'-0"
TILT-A-WAY
HYDRAULIC VERTICAL PIVOT GATE PSB K12 M50
RIGHT HAND 20 FOOT DRIVE
7' + 1' ALUMINUM BARRIER
ROADWAY
SECURED SIDE
TOP VIEW
FOUNDATION, OPERATOR,
AND BARRIER
ROADWAY
VIEW FROM SECURED SIDE
LOOKING OUT
Pilings Dug To Frost Line or Entire Concrete Pad Dug to Frost Line.
Right Hand Installation Shown Left Hand Opposite
NOTE: GROUND CLEARANCE UNDER BARRIER
DECREASES FROM 33
4" TO 21
4" IF
REVERSING EDGE IS USED.
CONSULT MANUFACTURER IF GATE REQUIRES
AN EXTENSION ON BOTTOM OF BARRIER
FOR SLOPING ROADWAY OR RAISED CURBS.
Fence to Suit This Side Add Fence Post to
Concrete foundation As Needed.
Provide 50" Minimum Clearance For Maintenance Access Door Swing
Provide 27" Minimum Clearance For Door Swing
Provide 50" Minimum Clearance For Maintenance Access Door Swing
Provide 27" Minimum Clearance For Door Swing
CONTROL PANEL END
MANUAL VALVES ON
HYDRAULIC PUMP UNIT
FRONT OF OPERATOR
FRONT OF OPERATOR
BOLT ON STANCHION
CENTER LINE
OF PINS
2'-8"
1'-10"
INSTALLATION PROCEDURE.
MODEL PSB M50 CAN WEIGH UP TO 2700 POUNDS.
USE SUITABLE LIFTING DEVICE FOR INSTALLATION.
LIFT OPERATOR AND BARRIER OVER BOLLARDS
LOWER OPERATOR AND BARRIER SLOWLY SO THE
BARRIER IS IN BETWEEN BOTH BOLLARDS.
PLACE BLOCKING UNDER FREE END OF BARRIER
TO KEEP BOTH OPERATOR BASE PLATES ON CONCRETE.
THE FRONT OF THE OPERATOR SHOULD BE ABOUT
22 INCHES AWAY FROM BOLLARD.
BARRIER SHOULD BE CENTERED BETWEEN BOTH
BOLLARDS, ADJUST AS NEEDED.
WHEN OPERATOR AND BARRIER ARE PLACE PROPERLY
REMOVE YELLOW LIFTING BRACKET FROM OPERATOR.
OPEN MANUAL VALVES ON HYDRAULIC PUMP UNIT.
HOLD CONTROL PANEL END OF OPERATOR DOWN SO
IT WILL NOT RAISE OFF CONCRETE PAD.
FROM FREE END OF BARRIER RAISE THE BARRIER BY
HAND TO CHECK THAT BOTH PINS CLEAR BOLLARD CATCHES.
IF THERE IS ANY INTERFERENCE CORRECT AS NEEDED.
WHEN PROPERLY ALIGNED LOWER BARRIER BACK ON BLOCKING.
DRILL HOLES IN CONCRETE THROUGH HOLES IN BASE
PLATES FOR ANCHOR BOLTS.
FOLLOW EPOXY MANUFACTOR INSTRUCTIONS FOR ANCHOR BOLTS
DO NOT OPERATE GATE UNTIL EPOXY HAS FULLY CURRIED.
BASE PLATE
BASE PLATE
PLACE BLOCKING HERE
TO KEEP OPERATOR BASE
PLATES ON CONCRETE
SEE TILT-A-WAY
PSB K12 M50
CONCRETE DRAWING
FOR REBAR AND BOLLARD
INFORAMTION
PROPRIETARY INFORMATION
IDEAL MFG., INC.
BILLINGS MONTANA
THIS INFORMATION CONSTITUTES
A TRADE SECRET OF IDEAL MFG., INC.
Fence to Suit This Side Add Fence Post to
Concrete foundation As Needed.
RH
7'-8"
8"
8"
5'-0"
2'-0"
2'-21 2" 5'-0" 91
2" 8'-0" n 1'-0"
8'-91 16"
3" REBAR
1'-6"
3'-0"
8"
8"
20'-0" 8'-91
16"
1'-0"
2'-0"
4'-0"
4'-0"4'-0"
TO FROST LINE
CENTER LINE OF BARRIER
CENTER LINE OF BARRIER
PIN CATCH
PIN CATCH
OPTIONAL FOOTINGOPTIONAL FOOTING
OPTIONAL FOOTING
8"
8"
A A
B B
C C
D D
SHEET 2 OF 5
DRAWN
CHECKED
QA
MFG
APPROVED
T Henry 11/9/2015
11/24/2015
DWG NO
20' DRIVE X 7' + 1'
TITLE
TILT-A-WAY PSB K12 M50
SIZE
D
SCALE
Ideal Mfg., Inc.
REV
2011 Harnish Blvd. Billings MT 59101 Tel. (406) 656-4360
22'-0"4'-5" 26'-5"
8'-0" 23'-0"
31'-0" 39'-91
16"
9'-0"
1'-0"
4'-0"
5'-0"
2"
2"
8" TYP
5" TYP
3" REBAR
2"5'-0"2'-21
2"71 2" 5'-0" 2'-41
2"
16"
16"
2"7'-8"71
2"
4'-0"
3'-4" 3'-4"
2"7'-8"81
2"
4"
4"
ALL 12" X 12" SQUARE TUBE
FILLED WITH CONCRETE
LEFT BOLLARD
FACTORY SUPPLIED
REBAR CAGE SPACED EVENLY
AROUND BOTH BOLLARDS TRIM TO
CLEAR 4 X 4 SQUARE TUBE
ASSEMABLE IN PLACE
OPTIONAL FOOTING
REBAR OPERATOR PAD
SEE DWG NO
20' DRIVE 7' + 1' RB
FOR DETAILS
OPTIONAL FOOTING
REBAR CAGE FOR BOLLARDS
SEE DWG NO
20' DRIVE X 7' + 1' RB
FOR DETAILS
RIGHT BOLLARD
FACTORY SUPPLIED
3'-4" 3'-4"
OPTIONAL FOOTING
REBAR OPERATOR PAD
OPTIONAL FOOTING
PROPRIETARY INFORMATION
IDEAL MFG., INC.
BILLINGS MONTANA
THIS INFORMATION CONSTITUTES
A TRADE SECRET OF IDEAL MFG., INC.
NOTES:
CONCRETE 3000 PSI MIN.
#4 REBAR GRADE 40 OR GRADE 60.
#3 REBAR GRADE 40 OR GRADE 60.
THE FOUNDATION SHALL BE POURED ON UNDISTURBED SOIL, OR
CONTROLLED AND COMPACTED FILL TO A DENSITY OF NOT LESS
THAN 90% MAXIMUM DRY DENSITY IN ACCORDANCE WITH TEST
METHODS D 1556 AND D 2922 AND AASHTO METHOD OF TEST T099.
THE EARTH MAYBE USED FOR THE FORMS FOR SIDES.
STANDING WATER IN THE EXCAVATION SHALL BE REMOVED
PRIOR TO POURING THE FOUNDATION.
TOLERANCE ON BOLLARD PLACEMENT ± 1/16".
NOTE:
IDEAL MFG., INC.
RECOMMENDS A 4" TO 6" CONCRETE FOOTING
UNDER EACH OF THE BOLLOARDS AT THE SAME
ELEVATION. BOLLARD FOOTINGS SHOULD BE A MINIMUM
OF 48" BELOW FINISHED GRADE OF ROADWAY.
THIS WILL HELP TO INSURE THAT
THE BOLLARDS ARE PLUM AND LEVEL.
HOLES HAVE BEEN PROVIDATED IN BASE PLATES
OF BOLLARDS TO HELP IN SECURING BOLLARDS TO FOOTINGS
WITH ANCHOR BOLTS (NOT INCUDED).
Tilt-A-Way Patriot
PSB K12 M50
FOR 23' ALUMINUM BARRIER
HYDRAULIC VERTICAL PIVOT GATE
20' ROADWAY
RIGHT HAND HAND INSTALLATION SHOWN
LEFT HAND OPPOSITE
RIGHT ELEVATION
SECURE SIDE LOOKING OUT
FRONT ELEVATIONLEFT ELEVATION
PUBLIC SIDE
TOP ELEVATION
SECURE SIDE
Fence to Suit This Side Add Fence Post to
Concrete foundation As Needed.
Fence to Suit This Side Add Fence Post to
Concrete foundation As Needed.
2" TYP
2" TYP
1/25
RH CF
4'-0"
1'-6" n 1'-0"
8"
8"
8"
8"
3'-0"3'-0"
4'-0" 4'-0"
1'-11 2"
2'-11 2"
4"
4"
2'-0"
4'-0"
3'-0"
8"
8"
8"
8"
FOUR n 7/8 HOLES 9 1/2 DEEP
DRILL AFTER PLACING GATE OPERATOR
POWER & CONTROL
CONDUIT LOCATION
CENTER LINE
OF BARRIER
CENTER LINE
OF BARRIER
CENTER LINE
OF BARRIER
FOUR Ø 7/8 X 9 1/2 HOLE
DRILL AFTER PLACING OPERATOR
EPOXY 3/4-10 X 12" STUDS
TO FROST LINE
REBAR FRAME FOR DRIVEWAY
SEE DWG NO
20' DRIVE X 7' + 1' RB
FOR DETAILS
15'-0"
A A
B B
C C
D D
SHEET 3 OF 5
DRAWN
CHECKED
QA
MFG
APPROVED
T Henry 11/9/2015
11/24/2015
DWG NO
20' DRIVE X 7' + 1'
TITLE
TILT-A-WAY PSB K12 M50
SIZE
D
SCALE
Ideal Mfg., Inc.
REV
2011 Harnish Blvd. Billings MT 59101 Tel. (406) 656-4360
1/25
LH
PROPRIETARY INFORMATION
IDEAL MFG., INC.
BILLINGS MONTANA
THIS INFORMATION CONSTITUTES
A TRADE SECRET OF IDEAL MFG., INC.
VIEW FROM SECURED SIDE
LOOKING OUT
SEE TILT-A-WAY
PSB K12 M50
CONCRETE DRAWING
FOR REBAR AND BOLLARD
INFORAMTION
NOTE: GROUND CLEARANCE UNDER BARRIER
DECREASES FROM 33
4" TO 21
4" IF
REVERSING EDGE IS USED.
CONSULT MANUFACTURER IF GATE REQUIRES
AN EXTENSION ON BOTTOM OF BARRIER
FOR SLOPING ROADWAY OR RAISED CURBS.
ROADWAY
Pilings Dug To Frost Line or Entire Concrete Pad Dug to Frost Line.
Left Hand Installation Shown Right Hand Opposite
TOP VIEW
FOUNDATION, OPERATOR,
AND BARRIER
SECURED SIDE
ROADWAY
TILT-A-WAY
HYDRAULIC VERTICAL PIVOT GATE PSB K12 M50
LEFT HAND 20 FOOT DRIVE
7' + 1' ALUMINUM BARRIER
INSTALLATION PROCEDURE.
MODEL PSB M50 CAN WEIGH UP TO 2700 POUNDS.
USE SUITABLE LIFTING DEVICE FOR INSTALLATION.
LIFT OPERATOR AND BARRIER OVER BOLLARDS
LOWER OPERATOR AND BARRIER SLOWLY SO THE
BARRIER IS IN BETWEEN BOTH BOLLARDS.
PLACE BLOCKING UNDER FREE END OF BARRIER
TO KEEP BOTH OPERATOR BASE PLATES ON CONCRETE.
THE FRONT OF THE OPERATOR SHOULD BE ABOUT
22 INCHES AWAY FROM BOLLARD.
BARRIER SHOULD BE CENTERED BETWEEN BOTH
BOLLARDS, ADJUST AS NEEDED.
WHEN OPERATOR AND BARRIER ARE PLACE PROPERLY
REMOVE YELLOW LIFTING BRACKET FROM OPERATOR.
OPEN MANUAL VALVES ON HYDRAULIC PUMP UNIT.
HOLD CONTROL PANEL END OF OPERATOR DOWN SO
IT WILL NOT RAISE OFF CONCRETE PAD.
FROM FREE END OF BARRIER RAISE THE BARRIER BY
HAND TO CHECK THAT BOTH PINS CLEAR BOLLARD CATCHES.
IF THERE IS ANY INTERFERENCE CORRECT AS NEEDED.
WHEN PROPERLY ALIGNED LOWER BARRIER BACK ON BLOCKING.
DRILL HOLES IN CONCRETE THROUGH HOLES IN BASE
PLATES FOR ANCHOR BOLTS.
FOLLOW EPOXY MANUFACTOR INSTRUCTIONS FOR ANCHOR BOLTS
DO NOT OPERATE GATE UNTIL EPOXY HAS FULLY CURRIED.
Fence to Suit This Side Add Fence Post to
Concrete foundation As Needed.
Fence to Suit This Side Add Fence Post to
Concrete foundation As Needed.
MANUAL VALVES ON
HYDRAULIC PUMP UNIT
CONTROL PANEL END
Provide 27" Minimum Clearance For
Door Swing
Provide 50" Minimum Clearance For Maintenance
Access Door Swing
FRONT OF OPERATOR
TO FROST LINE
11'-0"
PLACE BLOCKING HERE
TO KEEP OPERATOR BASE
PLATES ON CONCRETE
CENTER LINE
OF PINS
BOLT ON STANCHION
Provide 50" Minimum Clearance For Maintenance
Access Door Swing
Provide 27" Minimum Clearance For
Door Swing
FRONT OF OPERATOR
BASE PLATE
9'-0"
31'-0"8'-91 16"
1'-0"
4'-0"
1'-10" 20'-0"
4'-2"
3" REBAR
1'-6" n 1'-0"
2" 2'-21
2" 8'-0"8'-61
16" 15'-0"
2'-0"
2'-41 2" 71
2" 8'-0"
4'-0"
8'-0"
3'-4"
4'-0"
2"81
2"
2'-8"
9'-0"
4"
5'-0"
4'-0" 1'-10"
4'-0"
CENTER LINE OF BARRIER
CENTER LINE OF BARRIER
PIN CATCH
PIN CATCH
20'-0"
8"
8"31
8"
8"2'-0"
3'-0"
8"
8"
7'-8"5'-0"5'-0"
A A
B B
C C
D D
SHEET 4 OF 5
DRAWN
CHECKED
QA
MFG
APPROVED
T Henry 11/9/2015
11/24/2015
DWG NO
20' DRIVE X 7' + 1'
TITLE
TILT-A-WAY PSB K12 M50
SIZE
D
SCALE
Ideal Mfg., Inc.
REV
2011 Harnish Blvd. Billings MT 59101 Tel. (406) 656-4360
1/25
LH CF
PROPRIETARY INFORMATION
IDEAL MFG., INC.
BILLINGS MONTANA
THIS INFORMATION CONSTITUTES
A TRADE SECRET OF IDEAL MFG., INC.
RIGHT ELEVATION
SECURE SIDE LOOKING OUT
FRONT ELEVATION
NOTES:
CONCRETE 3000 PSI MIN.
#4 REBAR GRADE 40 OR GRADE 60.
#3 REBAR GRADE 40 OR GRADE 60.
THE FOUNDATION SHALL BE POURED ON UNDISTURBED SOIL, OR
CONTROLLED AND COMPACTED FILL TO A DENSITY OF NOT LESS
THAN 90% MAXIMUM DRY DENSITY IN ACCORDANCE WITH TEST
METHODS D 1556 AND D 2922 AND AASHTO METHOD OF TEST T099.
THE EARTH MAYBE USED FOR THE FORMS FOR SIDES.
STANDING WATER IN THE EXCAVATION SHALL BE REMOVED
PRIOR TO POURING THE FOUNDATION.
TOLERANCE ON BOLLARD PLACEMENT ± 1/16".
NOTE:
IDEAL MFG., INC.
RECOMMENDS A 4" TO 6" CONCRETE FOOTING
UNDER EACH OF THE BOLLOARDS AT THE SAME
ELEVATION. BOLLARD FOOTINGS SHOULD BE A MINIMUM
OF 48" BELOW FINISHED GRADE OF ROADWAY.
THIS WILL HELP TO INSURE THAT
THE BOLLARDS ARE PLUM AND LEVEL.
HOLES HAVE BEEN PROVIDATED IN BASE PLATES
OF BOLLARDS TO HELP IN SECURING BOLLARDS TO FOOTINGS
WITH ANCHOR BOLTS (NOT INCUDED).
Tilt-A-Way Patriot
PSB K12 M50
FOR 23' ALUMINUM BARRIER
HYDRAULIC VERTICAL PIVOT GATE
20' ROADWAY
LEFT HAND HAND INSTALLATION SHOWN
RIGHT HAND OPPOSITE
PUBLIC SIDE
TOP ELEVATION
SECURE SIDE
Fence to Suit This Side Add Fence Post to
Concrete foundation As Needed.
Fence to Suit This Side Add Fence Post to
Concrete foundation As Needed.
LEFT ELEVATION
3'-0"
9'-0"
8'-0" 23'-0"
31'-0" 39'-91
16"
8"
8"5" TYP
8" TYP
5'-0"
4'-0"
2"
2"
4'-0"
8"
8"
4'-0"
4"
4"
1'-11 2"
2'-11 2"
4"
4"2'-0"
1'-0"
3'-0"
8"
8"
3'-0"
4'-0"
3'-4"
2" 7'-8" 81
2"
3" REBAR
1'-6" n 1'-0"
2" 5'-0" 2'-21
2"
3'-4"
22'-0"
26'-5"
4'-5"
3'-4"
2" TYP
2"5'-0"2'-41
2"
2'-0"
16"
16"
2" 7'-8" 71
2"
4'-0"
3'-4"
8"
8"
3'-0"
OPTIONAL FOOTING
CENTER LINE
OF BARRIER
ALL 12" X 12" SQUARE TUBE
FILLED WITH CONCRETE
LEFT BOLLARD
FACTORY SUPPLIED
FOUR Ø 7/8 X 9 1/2 HOLE
DRILL AFTER PLACING OPERATOR
EPOXY 3/4-10 X 12" STUDS
REBAR OPERATOR PAD
SEE DWG NO
20' DRIVE 7' + 1' RB
FOR DETAILS
TO FROST LINE
REBAR CAGE SPACED EVENLY
AROUND BOTH BOLLARDS TRIM TO
CLEAR 4 X 4 SQUARE TUBE
ASSEMABLE IN PLACE
OPTIONAL FOOTING
RIGHT BOLLARD
FACTORY SUPPLIED
REBAR CAGE FOR BOLLARDS
SEE DWG NO
20' DRIVE 7' + 1' RB
FOR DETAILS
OPTIONAL FOOTING
CENTER LINE
OF BARRIER
OPTIONAL FOOTING
FOUR n 7/8 HOLES 9 1/2 DEEP
DRILL AFTER PLACING GATE OPERATOR
REBAR OPERATOR PAD
POWER & CONTROL
CONDUIT LOCATION
CENTER LINE
OF BARRIER
REBAR FRAME FOR DRIVEWAY
SEE DWG NO
20' DRIVE X 7' + 1' RB
FOR DETAILS
A A
B B
C C
D D
SHEET 5 OF 5
DRAWN
CHECKED
QA
MFG
APPROVED
T Henry 11/9/2015
11/24/2015
DWG NO
20' DRIVE X 7' + 1'
TITLE
TILT-A-WAY PSB K12 M50
SIZE
D
SCALE
Ideal Mfg., Inc.
REV
2011 Harnish Blvd. Billings MT 59101 Tel. (406) 656-4360
1/25
RB
PROPRIETARY INFORMATION
IDEAL MFG., INC.
BILLINGS MONTANA
THIS INFORMATION CONSTITUTES
A TRADE SECRET OF IDEAL MFG., INC.
Tilt-A-Way Patriot
PSB K12 M50
HYDRAULIC VERTICAL PIVOT GATE
20' ROADWAY
REBAR DETAILS
REBAR CAGE FOR BOLLARDS
#3 REBAR GRADE 40 OR GRADE 60
SPACED EVENLY AROUND BOTH BOLLARDS
TRIM TO CLEAR 4 X 4 SQUARE TUBE
ASSEMABLE IN PLACE
REBAR FRAME FOR DRIVEWAY
#3 REBAR GRADE 40 OR GRADE 60
REBAR MATE FOR OPERATOR PAD
#4 REBAR GRADE 40 OR GRADE 60
8'-1 2"
3'-61 2"
6" TYP
6" TYP
8'-1 2"
3'-61 2"
6" TYP
6" TYP
1'-71 4" 1'-71
4"
1'-91 2" 1'-11"
3'-4"
3'-4"
3" TYP
3'-7"
1'-11"
3'-7"3" TYP
1'-25 8"
15'-0"
16" TYP
16" TYP
8" TYP
2" TYP
1'-25 8"
4'-5"
4'-5"
| C-508.pdf |
| Sheets and Views |
| C-508 |
File details come from the government source that posted it. Updated .