DRAWINGSDROP ARM GATE
2'-0"
LIFT GATE MOTOR PAD
SCALE: 3/4" = V-0"
SWING GATE MOTOR
AERIAL VIEW OF SITE.
SCALE: NTS
NOTES
1. A36 STEEL TUBE
2. WORK SHALL COMPLY WITH THE 2010 FBG,
3. CONCRETE TO BE 2,500 PSI, 6" SLUMP.
4. COMPONENTS WERE DESIGNED BASED ON THE ASCE 7-10
V=170 MPH 3—SEC GUST, EXPOSURE B.
5. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES.
SWING GATE MOTOR PAD
SCALE: 3/4" = 1'-0"
FIRE DEPARTMENT REQUIREMENT
SITE ACCESS, GATES, ROADS AND FENCES
All gates or barriers shall have a Knox Lock or Over -Ride or padlock
forEmergencyVehicle access. Gates shall be 12' wide (in the clear)
for one-way traffic and 20' wide (in the clear) for two way traffic.
A minimum of ITS' feet high for any cross beams or arches.
The angle of entry shall be such that all emergency vehicles
can access the property in one turn, with no backing up.
Gates will be field tested by Fire Department equipment before
acceptance. Roads within the site shall be compacted to 32 tons
and be kept free and clear of debris and equipment to a width of
12* if one way and 20' if two way traffice is allowed. No Dead End
Streets are allowed unless an Approved Emergency Vehicle Turn
Around is provided. Non compliance with any of these requirements
will cause the site to be shut down until violations are corrected.
FIRE DEPARTMENT NOTICE:
FENCES
This fence shall not impede access to any
Fire Department connections, fire hydrants
roads or entry points.
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15t-0"
EXISTING LOCATION OF EXIT DROP ARM. NEW, ACTUATOR FOR SWING GATE.
MOVE APPROXIMATELY 15'-0" INTO THE COMMUNITY.
NEW ALUM. SWING GATE.
NEW ALUM. SWING GATE.
NEW ACTUATOR 'FOR, SWING GATE.
F V/
EXISTING DROP ARM.
NO CHANGES.
EXISTING DROP ARM.
NO CHANGES.
RELOCATED EXISTING DROP ARM.
APPROXIMATELY 15'-0" INTO THE COMMUNITY.
FRELOCATED EXISTING DROP ARM.
AJI
NEW SECTION OF
FENCING BETWEEN
EXISTING PIERS.
MATCH EXISTING STYLE.
NEW ACTUATOR FOR SWING GATE.
All Electrical work shall be inspected, including:
NEW ALUM. SWING GATE.,/
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Grounding, Bonding
Temporary Power
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The use of these specifications and plans shall
be restricted to the original client and site for
which they were prepared. Any reproduction or
distribution is expressly limited to such use. Any
other reproduction, reuse, or disclosure by any
method, in whole or in part, is prohibited. These
drawings and specifications contain proprietary
information and title remains with
Specialty Engineering Consultants, Inc.
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SCALE: NTS NEW ALUM. FENCE SEGMENT.
MATCH EXISTING CONDITIONS.
15t-0"
EXISTING LOCATION OF EXIT DROP ARM. NEW, ACTUATOR FOR SWING GATE.
MOVE APPROXIMATELY 15'-0" INTO THE COMMUNITY.
NEW ALUM. SWING GATE.
NEW ALUM. SWING GATE.
NEW ACTUATOR 'FOR, SWING GATE.
F V/
EXISTING DROP ARM.
NO CHANGES.
EXISTING DROP ARM.
NO CHANGES.
RELOCATED EXISTING DROP ARM.
APPROXIMATELY 15'-0" INTO THE COMMUNITY.
FRELOCATED EXISTING DROP ARM.
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NEW SECTION OF
FENCING BETWEEN
EXISTING PIERS.
MATCH EXISTING STYLE.
NEW ACTUATOR FOR SWING GATE.
All Electrical work shall be inspected, including:
NEW ALUM. SWING GATE.,/
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Grounding, Bonding
Temporary Power
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Final
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The use of these specifications and plans shall
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which they were prepared. Any reproduction or
distribution is expressly limited to such use. Any
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method, in whole or in part, is prohibited. These
drawings and specifications contain proprietary
information and title remains with
Specialty Engineering Consultants, Inc.
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561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
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DATE 10/24/14
RVD. BY
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DRWN. BY
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561 — 752 — 5440 OFFICE
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DATE 10/24/14
RVD. BY
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DRWN. BY
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NEW ACTUATOR FOR SWING GATE.
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FL. CA. #009217
561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
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DATE 10/24/14
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DRWN. BY
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561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
FILE NAME.
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DATE 10/24/14
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DRWN. BY
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GARY McDOUGLE, PE FL 56214
D. MARK LeBLANC, PE FL #35683
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ENTRY GATE SCHEMATIC
SCALE: 3/4" = 1'-0"
FIRE DEPARTMENT REQUIREMENT -
SITE ACCESS, GATES, ROADS AND FENCES
All gates or barriers shall have a Knox Lock or Over -Ride or padlock
forEmergencyVehicie access. Gates shall be 12' wide (in the clear)
for one-way traffic and 20' wide (in the clear) for two way traffic.
A minimum of 13'6' feet high for any cross beams or arches.
The angle of entry shall be such that all emergency vehicles
can access the property in one turn, with no backing up.
Gates will be field tested by Fire Department equipment before
acceptance. Roads within the site shall be compacted to 32 tons
and be kept free and clear of debris and equipment to a width of
12' if one way and 20' if two way traffice is allowed. No Dead End
Streets are allowed unless an Approved Emergency Vehicle Turn
Around is provided. Non compliance with any of these requirements
will cause the site to be shut down until violations are corrected.
FIRE DEPARTMENT NOTICE:
FENCES
This fence shall not impede access to any
Fire Department connections, fire hydrants
roads or entry points.
CHANNEL
2x1x Ys"
: Y4" x 0.060"
I. PICKETS
314"
.S
STREET LEVEL
NOTES
1. A36 STEEL TUBE
2. FINISH: ESP BAKED POLYESTER POWDER COAT
(AIR DRY ENAMEL FIELD TOUCH-UP)
3. WORK SHALL COMPLY WITH THE 2010 FBC,
HVHZ SECTIONS. _
4x4 SCH. 40
STEEL POST.
4
3R"
C13000 HINGE
WELDED TO POST AND
TO GATE
0
ENTRY GATE POST SUPPORT
SCALE: 3/4" = 1'-0"
SITE FENCE SCHEMATIC SURROUND.
SCALE: 3/4" = 1'-0"
1 7—
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ALUM. PICKETS
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6061, TYP.
2x2x J6" ALUM.
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CHANNEL
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PEDISTRIAN GATE SCHEMATIC
SCALE: 3/4" = 1'-0"
360"
The use of these specifications and plans shall
be restricted to the original client and site for
which they were prepared. Any reproduction or
distribution is expressly limited to such use. Any
other reproduction, reuse, or disclosure by any
method, in whole or in part, is prohibited. These
drawings and specifications contain proprietary
information and title remains with
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561 - 752 - 5440 OFFICE
561 - 752 - 5542 FAX
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FL. CA. #009217
561 - 752 - 5440 OFFICE
561 - 752 - 5542 FAX
FILE NAME.
struct_Nautica_ art2_-Acces
SCALE 1/4"=1'-0"
DATE 10/24/14
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1599 SW 30th AVE.
SUITE #20
BOYNTON BEACH, FL 33426
DADE - BROWARD - PALM BEACH
FL. CA. #009217
561 - 752 - 5440 OFFICE
561 - 752 - 5542 FAX
FILE NAME.
struct_Nautica_ art2_-Acces
SCALE 1/4"=1'-0"
DATE 10/24/14
RV'D. BY
G.McD.
DRWN. BY
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