HomeMy WebLinkAboutFencing & Gate Plan200,000 GAL
FIRE WATER
STORAGE
TANK
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F-762-3
MAN -WAY GATE
DRY
DETENTION
F-162-2.'
16, SWING
GATE '
6' IHICK. 3.000 PSI POD EDO W/ 6- x 6', W10 K W10
WWF PAD TO 8E RACED AT GROUND LEVEL NOT ELEVATED
6'-0' DOUBLE SW1ND GATE TO MATCH CLF, MOT SDI. WDEX
DRAWINGS 802. DATE REQUIRES MSTTVE STOP TO HOLD
GATE. OPEN AND CLOSED
U
ANGLE Oi PAD LDSALLOW FOR A
W FOR A
51RNGHNL HT-UNE MMIDI
OtSTM'CE OF SO0 FEET fEET
EXPANSION JOINT,
FENCE SHALL BE CHAIN UNX WTH R ESION
SLEEVE OR WOODED PRIVAIDY. GATES SHALL BE
LOOtABLE WITH 100- - 120' SWING TO BE
PLACED OUTSOE OF THE PAID. SEE OETARS
STREET C110.2. EXCEPT HOOHT TO SE 6'-W.
AND MTHOUT BARBED In RE.
' TYPE D ORB ON
I`
BACK AND SIDES NOT
SHOWN FOR 0. ITY.
•
DUMPSTER PAD DETAIL
—X—x—X—X—x—x—
X—X— x—%—% ts2
'7EMSTING
..ANT
CROWN CONC. CAP, TYP.
6" SCH 40 STEEL PIPE FILLED W.
CONC. AND PAINTED SAFETY YELLOW
W/ EXTERIOR COATING SYSTEM.
EXPANSION JOINT, TYP.
6• PCC SOG W. 6• %
/
r 6" W10 X W10 WWF
a
3,000 PSI
CONCRETE
6' CLEAR
—F�—te• 1—yl
N
PAINT SHALL COMPLY WITH REQUIREMENTS OF FEDERAL
SPECIFICATION TT-P-1962
BOLLARD DETAIL
ICES
LEGEND
FENONG PONT LOCATIONS
X121 SEE SHEEF C8..3MR
FENCING
242.
F-182-I.1
-X—%—%— 8' HIGH PERNANENT FENCE
-0 O F-162-1.2
a' HIGH TEMPORARY FENCE
/ m DRAWING PREWOUSLY MISSING
N
NaTih
0' 20' 1. 80'
GRAPHIC SCALE W FEET
01
JAVGON
r
TREASURE COAST
INTERNATIONAL
AIRPORT
FPR MRO HANGAR
FENCING AND
GATE PLAN
`t •cW
SCALE: AS NOTED
REYISXI
DATE fir 1 DESCRIPTION
No. 2 19 19 BSH PERIDT RMEW COwDIrs
r DESIGNED BY: RHy,
Z
� DRAWN BY: act
U CHECKED BY.
00 APPROVED BY: JU
ZZ DATE: MARCH tots
AVCON PROJECT NO. 201.11.1
r
z SHEET NUMBER
O
ci C13.0.1
CORNER
ICHAIN UNK FENCE BARS
FABRIC (2' MESH, 9
F—A
R(�
1 1/4, TOP mLf a9 GALV. CUPS
2'-0" MA%.
SPACING UNE POST
BRACE RAIL (CORNER
AND END POSTS)
a'
41SHED
GRADE WffTi
ADJUSTABLE TRUSS ROD
TURNBUCKLE (CORNER
AND END POSTS) . M
[2
4" SEE
/
FILTER ✓�\\ :
:•\//i\\�j\\%\/\�%\%i\/i\/Lr
FABRIC, ;'
NOTE: CABLE
�'
BARRIER SYSTEM
NOT SHOWN FOR 12"
CLARITY
2" WIRE MESH SECURITY FENCE
AND POST SETTING DETAIL
N.T.S.
—A9 TIE
WIRES 12"
O.C.. MAX.
fNo. 7 BOTTOM
TENSION WIRE
SEE NOTE 2.
\//\_f
3.500 P.S.I. CONCRETE
FOOTING, (TYP)
STEEL POST SIZE TABLE
MEMBER
NOMINAL SIZE (
DIAMETER(-)
THICKNESS(")
TOP AND BOTTOM
RAIL
1).
1.660
0.140
UNE POST
2
2.375
0.154
CORNER/PULL
POST
yf
2.875
0.203
GATE POST
4
4.500
0.237
SWALE GRADE
RAILS TO BE FASTENED TO
POST ® 4' SPACING
UNK FENCE SEE DETNL THIS SHEET
OPENINGS TOS PRESE%NNTOENJQCE G
SPANNING DITCHES AND SWALES
FAI
�j
LINE P
CAP ARM
BARBED WIRE
ATTACHMENT
9 GAUGE CHAIN UNK
FENCE FABRIC (2-) ON
EXTERIOR
CONCRETE SHALL BE CROWNED-
1' ABOVE NATURAL GROUND
AT ALL POSTS
CONSTRUCT COARSE AGGREGATE BED -
OF FDOT
#57 STONE 4" THICK. STONE
SHALL BE INSTALLED ON TOP OF
FILTER FABRIC. STONE SHALL EXTEND
A MINIMUM OF IS' FROM BOTH SIDES
OF THE FENCE LINE.
BARBED WIRE
MOUNTING BRACKET
(45')
PRESSED STEEL
LOOP CAP
TOP RAL
2" O.D. SCHED. 40 LINE
POST (HEIGHT AS
SPECIFIED ON PLANS)
NO. 7 BOTTOM
FILTER FABRIC,
TYP. / \Y
CONCRETE FOOTING. 3,500 I I
PSI MIN. COMPRESSIVE '\F�-�4-1x• 5'
STRENGTH PER P-610
SECTION
FENCE AND GATE NOTES:
1. ALL PIPE FRAMEWORK AND'OTHER FERROUS MATERIALS SHALL BE 140T DIPPED GALVANIZED, SCHEDULE 40 STEEL PIPE UNLESS OTHERWISE NOTED.
2. BOTTOM TENSION WIRE SHALL BE STRETCHED TAUT FROM TERMINAL POST TO TERMINAL POST AND SECURELY FASTENED TO EACH INTERMEDIATE POST ABOVE
GROUND LINE AND TO THE FABRIC CHAIN UNK. BOTTOM TENSION WIRE SHALL BE WOVEN BETWEEN LINE POSTS AND WOVEN INTO FENCE MESH FABRIC AT
3—FOOT MAXIMUM SPACING, AND ATTACHED TO MESH WITH WIRE TIES.
3. PULL POSTS SHALL BE INSTALLED AT MAX. 500 FOOT INTERVALS ON STRAIGHT RUNS AND ON LONG RADIAL CURVES.
4. GATE POST ASSEMBLIES SHALL CONSIST OF A BRACE POST AND CORNER, END, OR PULL POST WITH BRACE AND TRUSS ROD ON EACH SIDE OF THE GATE.
5. CONNECTIONS TO EXISTING FENCES SHALL BE MADE BY SE17ING A NEW ANCHOR END POST WITH BRACE ASSEMBLY AT JUNCTION POINT.
6. ALL FENCE AND GATES TO BE GROUNDED IN ACCORDANCE WITH THE SPECIFICATIONS AND PLANS.
7. DIMENSIONS:
ALL DIMENSIONS, SIZES, GAUGES, WEIGHTS OR THICKNESS SHOWN ARE THE MINIMUM ACCEPTABLE, UNLESS OTHERWISE INDICATED.
8. SPECIFICATIONS:
MATERIALS AND CONSTRUCTION METHODS NOT DETAILED HEREON SHALL BE IN ACCORDANCE WITH THE FAA SPECIFICATION F-162 UNLESS OTHERWISE NOTED, THE
FEDERAL SPECIFICATION "F-162" SHALL BE INTERPRETED TO MEAN THE LATEST .ISSUE OR AMENDMENT OF SUCH SPECIFICATION IN EFFECT ON THE DATE OF PLAN
APPROVAL
9. FABRIC INSTALLATION:
WIRE OR FABRIC ON BOUNDARY AND SECURITY FENCES AND GATES SHALL BE ON THE SIDE OF POSTS AWAY FROM ADA.
10. CONCRETE:
CONCRETE SHALL BE OF A COMMERCIAL GRADE WITH A MINIMUM 28 DAY STRENGTH OF 3500 P.S.I. FOOTING TOPS SHALL BE I —INCH MINIMUM ABOVE GROUND AT
ALL THE POSTS, AND TROWEL FINISHED TO SLOPE AWAY FROM THE POST.
11. OPENING UNDER FENCE:
ANY OPENING UNDER FENCES, WHEREIN THE BOTTOM FENCE WIRE IS MORE THAN 2 INCHES ABOVE GROUND AND THE TOTAL AREA OF OPENING IS 96 SQUARE
INCHES OR MORE, SHALL BE CLOSED USING THE DETAIL FOR SPANNING DITCHES OR APPROVED EQUAL.
OPENINGS LESS THAN 18 INCHES HIGH SHALL BE CLOSED BY INSTALLING ONE OR MORE ADDITIONAL LINE POSTS BETWEEN THE OPENING CENTER AND ADJACENT
LINE POSTS AT A 6—INCH MAXIMUM VERTICAL SPACING.
12. FENCE LINE AND AUGNMENT:
FENCE LINES SHALL BE CLEARED OF ALL OBSTRUCTIONS AND SMOOTH GRADED TO THE GENERAL CONTOUR OF THE ADJACENT GROUND.
THE FENCE SHALL BE CONSTRUCTED VERTICAL, STRAIGHT AND TRUE TO LINE. THE LONGITUDINAL GRADIENT SHALL PARALLEL TO THE GENERAL SLOPE OF THE
GROUND. CONTRACTOR SHALL LAY OUT THE FENCE AUGNMENT AS SHOWN ON THE CRITERIA DOCUMENTS. THE OAR SHALL APPROVE THE AUGNMENT, LINE AND
GRADE OF THE FENCE AND THE GATE LOCATION(S) PRIOR TO CONSTRUCTION.
13. AIRPORT SECURITY FENCES AND GATES SHALL INCLUDE BARBED WIRE ATTACHMENT. BARBED WIRE ATTACHMENTS SHALL EXTEND IN THE DIRECTION AWAY FROM ADA.
14. THE CAP ARM SHALL BE DESIGNED TO PROWDE A DRIVE FIT OVER THE TOP OF POSTS AND TO EXCLUDE MOISTURE IN POSTS WITH TUBULAR SECTIONS.
15. CHAIN LINK FENCE MEMBERS SHALL MEET FEDERAL SPEC RR-F-191/2 AND RR-F-191/3, AND PER THE CONTRACT DOCUMENTS, WHICHEVER IS MORE STRINGENT.
16. NO. 57 STONE COARSE AGGREGATE SHALL BE PER FOOT SECTION 901 AND SHALL BE CONSIDERED INCIDENTAL TO THE COMPONENT FOR WHICH IT IS A PART.
CON
1 t
I TREASURE COAST I
INTERNATIONAL
AIRPORT
FPR MRO HANGAR
FENCING I
DETAILS AND
NOTES
SCALE: AS NOTED
REVISIONS:
BY I SCR—R
2 19 19 RHP PFAMT REVRx m1n[NTS
0 DESIGNED BY: axp.
z
g DRAWN BY: AOJ1.
U CHECKED BY: PJIP.
p APPROVED BY: JaIK.
ZO DATE: MAR..m .
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j AVCON PROJECT NO. xo1RS59A1
K
t-
z SHEET NUMBER
O
0 C13.0.2
a
4 a
0
11®
x'
\+
\+
1
North.
\+ 0' 6' 10' 20'
GRAPHIC SCALE IN FEET
F.-162-2.1
16' MANUAL CLF
SWING GATE
Ale
kll—
An
\
+\
s � I
16'MANUAL CLF \ _
SLIDE GATE
TREASURE COAST
INTERNATIONAL
AIRPORT
FPR MRO HANGAR
SECURITY I
FENCE ACCESS
GATE PLAN
SCALE: - AS NOTED
NEVISbNa:
NO. DATE DY DESCRPDON
2 19 19 RHP vOaEf NeneN muND+rs
FN- DESIGNED BY: NJ1P.
Z
W DRAWN BY. ADN.
U CHECKED BY. RNF.
o- APPROVED BY: JAx
Z DATE: MARDNJa1s
O
j AVCON PROJECT NO. 2oTTJI5aA1
z SHEET NUMBER
0
C13.0.3
FENCE AND GATE GROUNDING NOTES
8'-0- NOMINAL
I6'-3- (NOMINAL)
PORTION OF WTE FRAME WTIHOUT FABRIC
PORTION OF DATE FRAME WITH FABRIC
1. USE I/O AWG BARE —DED COPPER GROUND LOOP. BURIED 36- DEEP
E/P
MINIMUM AND 4 FT MINI-M FROM EDGE OF FENCE.
Rd 8'-O'
FENCE
t6 -3'
2. USE #2 AWG WUD WE COPPER WIRE FOR ALL OTHER GROUND AND
BONDING CP8LE5.
WEED WIRE NOT IC CARDLEMM PSAPEO
I
ROLIERS
S. 3/4' DIAMETERX /0 FOOT LONG COPPER CLAD SECTIONAL STEEL GROUND
SHOWN. SEE DETAIL
LEVER POSTS
HGWOE�
RODS SHALL BE USED. INSTALL VERTICALLY WITH TOP OF ROD -
SHEEf C13.0.2.
8.00. O.D. (2 REO'O3
1
APPROXIMATELY 36- BELOW GRADE TOTAL LENGTH TO BE DETERMINED BY
FANM RESISTANCE TESTING.
Y4
4. ALL GROUNDING CONNECTIONS SHALL BE MIS OR UL467 USTEO.
% 'ill
71 ALUMINUM
5. ALL GROUND CABLES SHALL BE AT (FAST 36' BELOW GRADE.
X9W5
dry
V
RAIL-INS.—GXTE
6. ALL GROUND RODS MUST BE PLACED A NININUN OF 3fi- FROM ANY
OPERATOR
FOUNOOTON.
V.
FIN
INSTNUC ONS
n
J. VERIFY RESSTANCE TO EART1 GROUND IS 10 OHNS OR LESS AT EACH
TE OPEMTOR
OT SHOWN)
GROUND ROD USING EMTH RE56TANCE TESTNG EQUIP.ENT PRIOR TO
AND CONDUCTORS.
Y�j/ '{l
S{
EXOTHERMIC WELDING OF DOWN CONDUCTOR BONDING
X.`
ROLLER
B. EACH ELEMENT OF THE FENCE SHAI.L BE GROUNDED.
Y`^�k''
•Vi`s
9. /2 AWG COPPER WELDING CABLE (1666 STRANDS OF /34 AWG) DATE BONDING
4 MAX
JUMPER KIT SHALL BE HARDER FW1.5/2 OR ACCEPTED EQUIVALENT.
10. INSTALL A NFPA 780 COMPLIANT LIGHTNING PROTECTION SYSTEM FOR
SLOPE OR LEVEL
I I/jl/
• l '
ELECTRICAL SERVICE UGHTNNG PROTECTION SYSTEN SHNL BE INSTALLED BY
A UL USTED INSTALLER AND SHALL BE INSPECTEO BY A UL FIELD INSPECTOR.
PROPOSED
CONCRETE ANCHORS
I I' (]000 PS)
I I
�pROPO5E0 PAVEMENT
SYSTIEY SHALL OBTNN UL LIGHTNING PROTECTION INSPECTION CERT—TE.
GRADE S'-0
I I 3 -D"
�— AJOE DIRECTION
-
I ..
I )
CONSTRUCT FM WARwNG SIGN.
1
LJ L
SEE DETAL, THIS SHEET.
ANCHOR DIMENSIONS ARE MINIYUN
HOWEVER.
.' e0^^IA FOR THIS ANCHOR 9 IS IMPORTANT FOR
TO BE 6- LARGER DIAMETER THAN TOP
BOTTOM
GROUNDING OF SECURITY FENCE
N.T.S.
22 OR ACCEPII
3UNMENT. -11
/2 BARE SOOT
:OPPER GROUNT
CONWCTOF
PI-
VHLE/BRAID C
30NDED TO WTI
E POST. SEE A
CLAMP HANGER
t ACGEPLEO
NT. TYPICAL
CLAMP
va
TYPICAL 16-FOOT CANTILEVER SLIDING GATE DETAIL - MANUAL
N.T.S. (`AE'N IS AWAY FROM SECURED AREA)
NOT INDEX 803. TAE B
COPPER
( GROUND CLOMP
ICTOR TRI >
ONE REQUIRED FOR EACH SIDE
>
VISIBLE FAO. BOTH
APPROACHES
GROUND CLAMP HARDER
SECURITY WOE
FGC2 OR ACCEPRD
EQUIVA T. TYPICAL
GATE
XK
3/4- DIAMETER
�
:`�
%i`�/ice/iy/%/i • �
�/\
/
RADII
3/8- BORDER 3/8- INSET
WHITE BACKGROUND BLACK
INSCRIPTION AND BORDER
GROUNDING OF SECURITY GATE
N.T.S.
GATE NUMBER SIGN DETAIL
N.T.S.
PLACE ON ALL WT.
INCLUDING MNI-WAY WMS.
COORDINATE NUMBER WITH MR
0 DRAWING PREVIOUSLY MISSING
ONE SIGN FACING
APPROACH SIDE-I'-O"—�
AIRFIELD
OPERATIONS
AREA
NO ENTRY
EXCEPT BY
AUTHORIZED
PERSONNEL
FINE S10.000
FTP-19-04 1'X1'-6" 1-1/2- RROII
3/8° BORDER 3/8- INSET TOP 4-
SERIES D BOTTOM 2' SERIES C
WHITE BACKGROUND RED INSCRPTION
AND BORDER
FAA WARNING SIGN DETAIL
N.T.S.
PLACE ON ALL WTES
INCLUDING NPN-WAY WTES
I TREASURE COAST I
INTERNATIONAL
AIRPORT
FPR MRO HANGAR
SECURITY
FENCE ACCESS
GATE DETAILS
SCALE: AS NOTED
F DESIGNED BY: P.M .
W DRAWN BY: AON.
U CHECKED BY: RNP.
0 APPROVED BY: JAIL
Z DATE: MARQN2019
O
j AVCON PROJECT NO. 291T311A1
r
o SHEET NUMBER
0 C13.0.4