Atch6Drawings.pdf
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- Solicitation number
- FA2521-18-R-0020
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Drawings
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| File | Type | Posted |
|---|---|---|
| QA_Clarification.pdf | ||
| All_Q&A_-_Response.pdf | ||
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| Atch17Q&A.pdf | ||
| FA252118R002003.pdf | ||
| Atch14RuleofEngagementR1.doc | DOC document | |
| FA252118R002002.pdf | ||
| 18R002001_(SF30).pdf | ||
| Atch9PPI.docx | DOCX document | |
| Atch43052.xls | XLS spreadsheet | |
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| Atch13Q&A.doc | DOC document | |
| Atch14RuleofEngagement.doc | DOC document | |
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| Atch11Consent.docx | DOCX document | |
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| Atch16AMRDEC_Instructions.pdf | ||
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| Atch9PPI.docx | DOCX document | |
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| Atch13Q&A.doc | DOC document | |
| Atch15EAL.doc | DOC document | |
| Atch14RuleofEngagement.doc | DOC document |
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MIAMI
TAMPA
ORLANDO
TALLAHASSEE
JACKSONVILLE
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SOQ6
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T968
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PAV5
PAV1
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STATE ROAD 404
STATE ROAD 404 (ONRAMP)
A
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A C
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A
B
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ACCESS ROAD
ACCESS ROAD
S
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IROQUIS TRAIL
IROQUIS TRAIL
BEAR R
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BEAR RUN
ALLIG
ATOR RUN
ALLIGATOR RUN
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ANVIL ROAD
ACCESS ROAD
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N
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PINEDA EXPRESSWAY
SOUTH GATE (PERSONNEL ONLY)
B
A
N
A
V
E
R
B
A
N
A
V
E
R
A
T
L A
N
T
E
A
N
TRUCK DELIVERY ONLY
BUILDING 423-CONTRACTING OFFICER
BUILDING 535-45TH CES
MAIN GATE (PERSONNEL ONLY)
S.R. A1A
B
A
N
A
V
E
R
A
T
L A
N
T
E
A
N
GOLF COURSE
(2)FG
P GATE
6' CLF
PATRICK AIR
FORCE BASE
SXHT 16-1280
REPAIR UPGRADE
PERIMETER FENCE
PERMIT(S)/ENVIRONMENTAL ACTIONS
REQUIRED PRIOR TO CONSTRUCTION
ERP/STORMWATER
ERP/WETLANDS/DREDGE & FILL
FDEP/DRINKING WATER
FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL
SURVEY/WILDLIFE
OTHER
FDOT RIGHT-OF-WAY
FDEP/IND. WASTE WATER
IRP
FDEP/FUEL TANK
NOI/SWPPP
ASBESTOS
NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT IDENTIFIED
ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED IN ORDER TO
PERFORM THE CONTRACT WORK, LEAVE MATERIAL UNDISTURBED AND
IMMEDIATELY INFORM THE CONTRACTING OFFICER.
HEAVY METALS
YES NO
LEAD
PCB
NOT
VERIFIED
HAZARDOUS MATERIALS
CE OPERATIONS:
COMMUNICATIONS:
PROJECT MANAGER:
CHIEF, ENGINEERING FLIGHT:
USER:
SAFETY:
SECURITY FORCES:
ATO:
OTHER:
ENVIRONMENTAL:
FIRE:
A
P
P
R
O
V
E
D
ENGINEER OF RECORD: DAVID A. LAVENDER
LICENSE NUMBER: 66400
NAME AND ADDRESS OF BUSINESS:
ALLEN ENGINEERING, INC.
106 DIXIE LANE (P.O. BOX 321321)
COCOA BEACH, FLORIDA 32932-1321
OFFICE: (321) 783-7443 - FAX: (321)783-5902
E-MAIL: INFO@ALLENENG.NET
FL C.A. # LB 266
AEI #: 170052
RAEIS CONTRACT NO: FA2521-13-D-0005-18F0043SCALE:
LOCATION MAP
NONE
TRUE
NORTH
N
SCALE:
STATE OF FLORIDA
NONE
PROJECT AREA
*SEE SHEET G-002 FOR
SHEET KEY PLAN*
PATRICK AIR FORCE BASE
FLORIDA
DRAWING INDEX
Sheet Number Sheet Title
GENERAL
G-001
LOCATION MAP, PROJECT AREA AND DRAWING INDEX
G-002 KEY SHEET
G-003
GENERAL NOTES, LEGEND AND ABBREVIATIONS
CIVIL
C-101 PERIMETER FENCE SITE LAYOUT PLAN
C-102 PERIMETER FENCE SITE LAYOUT PLAN
C-103 PERIMETER FENCE SITE LAYOUT PLAN
C-104 PERIMETER FENCE SITE LAYOUT PLAN
C-501 FENCE AND SITE DETAILS
C-502 CABLE BARRIER DETAILS
C-503 CABLE BARRIER DETAILS
C-701 MAINTENANCE OF TRAFFIC PLAN
U S
T
H
C
I V
G
I N
E E
R
S
Q U
A D
R O
N
I
T
E
D E
L I V
E R
Y
N
O
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A
D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
G-001
D
A
R T
Z N
E R
D
L
A V
E N
D E
R
L O
C A
T I O
N
M
A P
P
R O
J E
E
A
A
N D
D R
A W
I N
G
I N
D E
X
C
H
A R
T N
E T
T
S X
F
G
B
E A
R D
R E
P A
G
R A
R
I M
E T
N
C E
S X
F
P A
F B
F
X:\SXHT\16-1280 Repair Upgrade Perimeter Fence\DWG\16-1280 G-001.dwg, 2/12/2018 7:40:14 PM
BEGIN PROJECT
STA: 420+40, 55' LT.
371+00372+00373+00374+00375+00376+00377+00378+00379+00380+00381+00382+00383+00384+00385+00386+00387+00388+00389+00390+00391+00392+00393+00394+00395+00396+00397+00398+00399+00400+00401+00402+00403+00404+00405+00406+00407+00408+00409+00410+00411+00412+00413+00414+00415+00416+00417+00418+00419+00420+00421+00422+00423+00424+00
SHEET C-101
SHEET C-102
SHEET C-103
SHEET C-103
STA: 387+27
STA: 372+70
END PROJECT
STA: 360+83, 45' LT.
351+
352+00
353+00
354+00 355+00356+00357+00358+00359+00360+00361+00362+00363+00364+00365+00366+00367+00368+00369+00370+00371+00372+00373+00374+00375+00376+00377+00378+00
SHEET C-104
SHEET C-103
STA: 372+70
STA: 361+67
SCALE:
S.R. A1A: REPAIR UPGRADE PERIMETER FENCE CABLE BARRIERS
1" = 200'
N
SCALE:
S.R. A1A: REPAIR UPGRADE PERIMETER FENCE CABLE BARRIERS
1" = 200'
N
600'400'200'0'200'
GRAPHIC SCALE 1" = 200'
U S
T
H
C
I V
I L
E
N G
I N
E E
R
S
Q U
A D
R O
N
I
T
E
D E
L I V
E R
Y
N
O
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L
E N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
G-002
D
A
R T
Z N
E R
D
L
A V
E N
D E
R
K E
Y
S
H E
E T
C
H
A R
T N
E T
T
S X
F
G
B
E A
R D
R E
P A
G
R A
R
I M
E T
N
C E
S X
F
P A
F B
F
L
1055'
R
U
N
W
Z
3336'
FENCE WITHIN MFZ
R
U
N
W
E
N
E
FENCE WITHIN CLEAR ZONE
R
U
N
W
E
N
E
S.R. A1A
J
U
P
I
T
M
A
I
N G
A
T
E
R
U
N
W
Z
R
U
N
W
E
N
E
551'
FENCE WITHIN MFZ
1103'
FENCE WITHIN CLEAR ZONE
R
U
N
W
R
U
N
W
PROJECT DESCRIPTION:
REMOVE APPROXIMATELY 5,957 LF 2-CABLE BARRIER SYSTEM ALONG
PAFB SIDE OF S.R. A1A 6' HIGH PERIMETER CHAIN LINK FENCE; REPLACE
WITH APPROXIMATELY 5,957 LF 4-CABLE BARRIER SYSTEM FROM STA.
360+83 TO STA. 420+40. INSTALLATION SHALL MEET UFC REQUIREMENTS.
WHERE CABLE BARRIER SYSTEM IS LOCATED WITHIN THE RUNWAY MFZ
AND CLEAR ZONES BETWEEN STA. 361+67 TO STA. 372+70 AND STA.
387+27 TO STA. 420+40, THE CONTRACTOR SHALL SUPPLY THE
GOVERNMENT WITH THE MATERIALS FOR THE 196 PLUS 4 SPARE FOR A
TOTAL OF 200 FRANGIBLE CABLE CONNECTIONS.
1457'
FENCE OUTSIDE CLEAR ZONE
END ANCHOR OUTSIDE CLEAR ZONE
ENGINEER OF RECORD: DAVID A. LAVENDER
LICENSE NUMBER: 66400
NAME AND ADDRESS OF BUSINESS:
ALLEN ENGINEERING, INC.
106 DIXIE LANE (P.O. BOX 321321)
COCOA BEACH, FLORIDA 32932-1321
OFFICE: (321) 783-7443 - FAX: (321)783-5902
E-MAIL: INFO@ALLENENG.NET
FL C.A. # LB 266
AEI #: 170052
RAEIS CONTRACT NO: FA2521-13-D-0005-18F0043
X:\SXHT\16-1280 Repair Upgrade Perimeter Fence\DWG\16-1280 G-002.dwg, 2/12/2018 7:40:21 PM
GENERAL CONSTRUCTION NOTES:
1. NO UNDERGROUND UTILITY LINES HAVE BEEN LOCATED; ALL SITE FEATURES AND UNDERGROUND
UTILITIES SHOWN ARE BASED ON PAFB GIS MAPPING AND SCALED AERIAL MAPS; 45TH SW TAKES NO
RESPONSIBILITY FOR THE ACCURACY OF THESE LOCATIONS. EXTREME CAUTION SHALL BE USED TO
MAINTAIN EXISTING UTILITIES.
2. NO TOPOGRAPHIC ELEVATION SURVEY WAS PERFORMED FOR THIS PROJECT.
3. CONTRACTOR IS RESPONSIBLE FOR REQUESTING UTILITY LOCATES AND VERIFYING ALL EXISTING
UTILITIES PRIOR TO STARTING CONSTRUCTION.
4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A PAFB BASE CIVIL ENGINEERING WORK
REQUEST.
5. PERIMETER FENCE AND EXISTING CABLE BARRIER SYSTEM SHALL BE REMOVED AND REPLACED IN
SECTIONS SUCH THAT NO MORE THAN APPROXIMATELY 220 LINEAR FEET IS UNDER CONSTRUCTION AT
ANY TIME. THE CONTRACTOR SHALL BE RESPONSIBLE TO RE-ATTACH ANY CHAIN LINK FABRIC AT THE END
OF EACH WORK DAY OR WHEN WORKERS ARE NOT PRESENT TO MAINTAIN A SECURE PERIMETER.
ALTERNATE MEANS ACCEPTABLE IS INSTALLING TEMPORARY 6' FENCING JUST TO THE EAST OF THE
EXISTING FENCE PORTIONS UNDER CONSTRUCTION AND CONNECTING BACK TO EXISTING FENCE TO
CLOSE OFF EACH END OF THE WORK ZONE.
6. CONTRACTOR SHALL REPAIR ALL OPEN CUT SIDEWALK AND ASPHALT PATH SECTIONS IN ACCORDANCE
WITH THE UFC 3-270-01 AND PAFB PROJECT SPECIFICATIONS.
7. IF ANY SERVICE OUTAGES ARE NECESSARY, THEY SHALL BE KEPT TO A MINIMUM, AND COORDINATED
THROUGH THE CONTRACTING OFFICER PRIOR TO OUTAGE, SEE SPECIFICATION SECTION 01 11 00.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY CONTROLS TO MAINTAIN FDOT ROW AND
ADJACENT SITE AREAS FREE FROM SEDIMENT AND EROSION DURING EXCAVATION ACTIVITY.
9. CONSTRUCTION OF THE NEW 4-CABLE BARRIER SYSTEM SHALL COMPLY WITH UFC 4-022-02 AND UFC
4-022-03. THE CONTRACTOR SHALL SUPPLY THE GOVERNMENT WITH MATERIALS FOR FRANGIBLE CABLE
CONNECTIONS FOR THE SYSTEM LOCATED WITHIN THE RUNWAY CLEAR ZONES AND MANDATORY
FRANGIBILITY ZONES, AND SHALL MEET PAFB SPECIFICATIONS. SEE DETAIL C4 ON C-503.
10. ALL CONSTRUCTION MATERIALS REJECTED BY THE GOVERNMENT SHALL BE REMOVED
FROM THE SITE IMMEDIATELY.
11. CONTRACTOR SHALL COMPLETE ALL NECESSARY WORK TO CONSTRUCT A NEW 4-CABLE BARRIER
SYSTEM TO REPLACE THE EXISTING 2-CABLE BARRIER SYSTEM.
12. ALL WORK ALONG THE PERIMETER FENCING SHALL BE COORDINATED THROUGH THE CONTRACTING
OFFICER AND 45 SECURITY FORCES SQUADRON.
13. EXISTING CHAIN LINK FENCE TO REMAIN AS MUCH AS POSSIBLE AND BE RE-USED WHERE FABRIC IS
TEMPORARILY REMOVED AND REPLACED. NEW ANCHOR, PULL AND LINE POSTS SHALL MATCH
EXISTING POSTS IN MATERIAL AND COLOR AS BEST AS POSSIBLE.
14. IF ANY CONSTRUCTION DEWATERING IS NECESSARY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING APPROVAL OF A DEWATERING PLAN, THROUGH THE CONTRACTING OFFICER, PRIOR TO ANY
DEWATERING. NO CONSTRUCTION DEWATERING SHALL BE ALLOWED INTO EXISTING STORMWATER
RETENTION AREAS. REFERENCE SPECIFICATIONS SECTION 01 57 19.
15. LOCATIONS FOR ANCHOR DEADMAN ARE SHOWN AT APPROXIMATE LOCATIONS BASED ON THE UFC
REQUIRED 200' SPACING INTERVAL. FIELD ADJUSTMENTS DUE TO EXISTING CONFLICTS OR
OBSTRUCTIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER FOR
APPROVAL OF THE FIELD CHANGE. BASED ON BEST AVAILABLE RECORD INFORMATION, THE EXISTING
2-CABLE SYSTEM ONLY HAS BURIED CONCRETE DEADMAN ALONG THE 1,460 LF OF FENCE THAT IS NOT
WITHIN THE RUNWAY CLEAR ZONES.
16. IF A STORAGE TANK IS UTILIZED FOR FUELING CONSTRUCTION VEHICLES, THE TANK MUST HAVE
ADEQUATE SECONDARY CONTAINMENT AND IF THE TANK IS 55 GALS OR GREATER, MONTHLY INSPECTIONS
ARE TO BE PERFORMED AND DOCUMENTED.
17. CONTRACTOR SHALL REPAIR OR RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION OR
BETTER AS SOON AS REASONABLY POSSIBLE, AND SHALL TAKE MEASURES TO AVOID EXTENDED
PERIODS OF TIME BEFORE REPAIRING OR RESTORING THE DISTURBED AREAS. SODDING SHALL BE
USED FOR A MINIMUM OF 2 FEET ADJACENT TO EDGE OF ALL PAVEMENTS, CURBS, SIDEWALKS, AND ON
SIDE SLOPES OF SURFACE WATERS; SEEDING MAY BE USED ELSEWHERE.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MAINTENANCE OF TRAFFIC CONTROL
WITH THE CONTRACTING OFFICER FOR THE WORK INVOLVING THE INSTALLATION OF VEHICLE CABLE
BARRIERS ADJACENT TO S.R. A1A AND S. PATRICK DR. ROADWAYS. ANY REQUIRED ROAD OR LANE
CLOSURES MUST BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO SUCH WORK. THE
CONTRACTOR SHALL PERFORM THE WORK FROM THE PATRICK AFB SIDE OF THE FENCE AS MUCH AS
POSSIBLE AND AVOID EQUIPMENT AND MATERIALS PROTRUDING FAR OUT INTO THE FDOT ROW.
19. IF NIGHT WORK IS REQUIRED FROM 1 MAY TO 31 OCTOBER, BETWEEN 2100 TO 0600 HOURS, A LIGHT
MANAGEMENT PLAN MUST BE SUBMITTED BY THE CONTRACTOR, AND REVIEWED AND APPROVED
THROUGH THE CONTRACTING OFFICER AND 45 CES ENVIRONMENTAL (45 CES/CEI) PRIOR TO NIGHT WORK
COMMENCEMENT.
20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY AND ALL STREET AND
DIRECTIONAL SIGNAGE, AND PALM TREES, AFFECTED BY FENCE BARRIER INSTALLATION.
21. THE CONTRACTOR SHALL COORDINATE ALL DRIVEWAY CLOSURES WITH CONTRACTING OFFICE, AND WILL
ALWAYS MAINTAIN AT LEAST ONE LANE OF ACCESS.
22. CONTRACTOR TO PROCESS A SITE PLAN THROUGH CONTRACTING OFFICER TO DEFINE STAGING AREA
PRIOR TO CONSTRUCTION.
23. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SIDEWALK CLOSURES WITH CONTRACTING OFFICE;
PROVIDE SIDEWALK CLOSURE SIGNS, SAFE DETOUR PASSAGE AROUND, AND CAUTION
TAPE/LONGITUDINAL CHANNELIZING DEVICES IN ACCORDANCE WITH FDOT INDEX 660, SEE SHEET C-701.
24. THE CONTRACTOR SHALL COMPLY WITH, BUT NOT LIMITED TO: AFI 32-7086, HAZARDOUS MATERIALS
MANAGEMENT, FEBRUARY 2015 AND THE 45TH SW HAZMAT TRACKING PROCEDURES FOR CONSTRUCTION
AND SERVICE CONTRACTORS. NO HAZARDOUS MATERIALS ARE ALLOWED TO BE BROUGHT ON TO ANY 45
SW INSTALLATION WITHOUT PRIOR APPROVAL. THE CONTRACTOR SHALL CONTACT THE 45 CES/CEIE
HAZARDOUS MATERIAL PROGRAM MANAGER AT 321-494-9268, 321-543-1338 AND/OR EMAIL
ARTHUR.LARENZ.CTR@US.AF.MIL TO REVIEW HAZARDOUS MATERIALS AUTHORIZATION PROCEDURES
PRIOR TO HAZARDOUS MATERIALS BEING BROUGHT ON TO 45 SW FACILITIES.
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D E
L I V
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D R
A W
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D E
S I G
N E
D
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S U
B M
I T
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D
B
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R E
V I E
W E
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B
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D A
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SHEET
IDENTIFICATION
C O
N T
R A
F
A
D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
G-003
D
A
R T
Z N
E R
D
L
A V
E N
D E
R
G E
N E
R A
L
N
O T
E S
L E
G E
D
A B
B R
E V
I A
T I O
N S
C
H
A R
T N
E T
T
S X
F
G
B
E A
R D
R E
P A
G
R A
R
I M
E T
N
C E
S X
F
P A
F B
F
L
CONCRETE TRAFFIC SIGNAL POLECTSP
A/C
CBS
C.L.
CMH
CMP
COL.
CONC.
CP
CPP
DNE
ECP
EHH
FGP
FH
SCV
TSCB
TYP.
UGE
VCP
WS
WV
AIR CONDITIONER COMPRESSOR
CONCRETE BLOCK STRUCTURE
CHAIN LINK
COMMUNICATION MANHOLE
CORRUGATED METAL PIPE
COLUMN
CONCRETE
CONCRETE POST
CONCRETE POWER POLE
DO NOT ENTER
ELECTRIC CONTROL PANEL
ELECTRIC HANDHOLE
FENCE GATE POLE
FIRE HYDRANT
SPRINKLER CONTROL VALVE
TRAFFIC SIGNAL CONTROL BOX
TYPICAL
UNDERGROUND ELECTRIC
VITRIFIED CLAY PIPE
WATER SERVICE
WATER VALVE
VERT.
WD.
VERTICAL
WOOD
DIA./ Ø
DMP
DIAMETER
DUMPSTER
ACP ASBESTOS CONCRETE PIPE
ALUM. ALUMINUM
C.B.
CBO
CONCRETE BLOCK
CONCRETE (LIGHT POLE) BASE ONLY
WM
WML
WATER METER
WALL MOUNTED LIGHT
GL
GRND
GROUND LIGHT
GROUND
SQ.
SLS
SQUARE
SPEED LIMIT SIGN
BLDG.
BM
BUILDING
BENCHMARK
Ex
DNR
UNDERGROUND ELECTRIC EXISTING
DEPARTMENT OF NATURAL RESOURCES
GA
Gx
GUY ANCHOR
UNDERGROUND GASLINE EXISTING
EJB
ESP
ELECTRIC JUNCTION BOX
ELECTRIC SERVICE PANEL
TSHH
TVRB
TRAFFIC SIGNAL HANDHOLE
TELEVISION RISER BOX
USC&GS UNITED STATES COAST & GEODETIC SURVEY
SDx STORM DRAINAGE PIPE EXISTING
SSx SANITARY SEWER PIPE EXISTING
Cx UNDERGROUND COMMUNICATIONS EXISTING
ABBREVIATIONS:
CLP CONCRETE LIGHT POLE
FTX FIRE TRUCK CROSSING SIGN
Wx UNDERGROUND WATER MAIN EXISTING
FHT FIRE HYDRANT TEE
WP WOOD POST
DIPS DUCTILE IRON PIPE SIZE
COPPER TUBING SIZECTS
FDOT FLORIDA DEPARTMENT OF TRANSPORTATION
MP
MH
NGVD
NPS
OHGW
OHW
OTSS
MANHOLE
METAL POST
NATIONAL GEODETIC VERTICAL DATUM
OVERHEAD GUY WIRE
OVERHEAD WIRE
OVERHEAD TRAFFIC SIGNAL SUPPORT
NO PARKING SIGN
PED
OWS
PEDESTRIAN SIGN
ONE WAY SIGN
INV. INVERT
PIV POST INDICATOR VALVE
PVC
RCP
POLYVINYL CHLORIDE
REINFORCED CONCRETE PIPE
N
NAVD
NORTHING
NORTH AMERICAN VERTICAL DATUM OF 1988
GV GATE VALVE / GAS VALVE
LF LINEAR FEET
RPM
RS
REFLECTIVE PAVEMENT MARKER
RESILIENT SEATED
ROW RIGHT-OF-WAY
EXC
APPROXIMATE LOCATION OF ELECTRICAL BOX
EXB
APPROXIMATE LOCATION OF COMMUNICATION BOX
HH HORIZONTAL DIRECTIONAL DRILLING
IRP INSTALLATION RESTORATION PROGRAM
POC POINT OF CONNECTION
FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
UAM UTILITY ACCOMMODATION MANUAL
LEGEND:
EXISTING UNDERGROUND WATER MAIN
EXISTING UNDERGROUND GAS LINE
EXISTING UNDERGROUND COMMUNICATION
EXISTING SANITARY SEWERSS
EXISTING UNDERGROUND ELECTRICE
C
X
X
W
X
EXISTING STORM LINESD
X
EXISTING DOMESTIC WATER SERVICE LINE
EXISTING UNDERGROUND FIRE LINEF
EXISTING CHAINLINK FENCE W/2-CABLE BARRIER SYSTEM
X X
SILT FENCE
EXISTING ASPHALT PATH REMOVE AND REPLACE
EXISTING FIRE HYDRANT
FH
SF
EXISTING ABANDONED IN PLACE WATER LINE
AIP
G
X
X
LINE
POST
ANCHOR
POST
EXISTING SANITARY FORCE MAINFM
PROPOSED 4-CABLE BARRIER SYSTEM W/DEADMAN
X X
PULL
POST
ANCHOR
POST
PULL
POST
DEADMANDEADMAN
PROPERTY LINE (FDOT ROW)
PL
CONCRETE PEDESTRIAN SIGNAL POLECPSP
TSP TRAFFIC SIGNAL POLE
MFZ MANDATORY FRANGIBILITY ZONE
MHH METAL HANDHOLE
TCM TELEPHONE CABLE MARKER
CHH CONCRETE HANDHOLE
GLM GAS LINE MARKER
TVHH TELEVISION HANDHOLE
OC
OD
ON CENTER
OUTSIDE DIAMETER
REQD REQUIRED
NEW ASPHALT PATH RELOCATED
CLF CHAIN LINK FENCE
UON UNLESS OTHERWISE NOTED
REINF REINFORCED
TCZ TRAFFIC CONTROL ZONE
PL PLATE
ENGINEER OF RECORD: DAVID A. LAVENDER
LICENSE NUMBER: 66400
NAME AND ADDRESS OF BUSINESS:
ALLEN ENGINEERING, INC.
106 DIXIE LANE (P.O. BOX 321321)
COCOA BEACH, FLORIDA 32932-1321
OFFICE: (321) 783-7443 - FAX: (321)783-5902
E-MAIL: INFO@ALLENENG.NET
FL C.A. # LB 266
AEI #: 170052
X:\SXHT\16-1280 Repair Upgrade Perimeter Fence\DWG\16-1280 G-003.dwg, 2/12/2018 7:40:44 PM
CLP
CLP
6' C.L. FENCE
R
R
B
9" CURB (TYP.)
M
TSCB
TSHH
SIGN
T
M
CTSP
NPS
R
R
B
O
T
S
S
O
T
S
S
O
T
S
S
TSHH
CPSP
CMH
T
TELEPHONE MH
EHH
SIGN
TSHH
TSHH TSHH
MH
TELEPHONE MH
T
XXXXXXXXXXXXXXXXXXXXXX
MH
8' ASPHALT SIDEWALK
S
O
L
L
L
O
W
SOLID WHITE
S
O
L
W
I
T
E
S
O
L
I
T
E
C
R
O
S
S
W
A
L
K
CROSSWALK
S08°02'40"E
SOLID YELLOW
BROKEN WHITE
BROKEN WHITE
SOLID WHITE
SOLID
W
HIT
E
C x
C x C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
TCM
2 BOLLARDS
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
ASPHALT PARKING LOT
E x
EXB
RUNWAY 21 CLEARZONE (3000' x 3000')
CPSP
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
FDOT ROW
TCM
6' C.L. FENCE
A
S P
H A
L T
S
ID
E W
A L K
GV
9" CURB (TYP.)
XXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
8' ASPHALT SIDEWALK
W
SOLID WHITE
SOLID YELLOW
BROKEN WHITE
MHH
CMHC
CHH
TVRB
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
U G
T V
U
G
T
V
U G
T V
U G
T V
C x
C x
C x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x G x G x G x G x
G x
G x
G x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
C x
C x
E x
E x
E x
E x
E x
E x
E x
E x x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E
8" AC (ABANDONED BY OTHERS)
ASPHALT PARKING LOT
W x W x W x W x W x
SS
x
SS
x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
W x
G x
G x
G x
E x
RUNWAY 21 MFZ (500' x 3000')
7' ASPHALT SIDEWALK
G x
G x
G x
G x
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PLFDOT ROW
STATE ROAD A1A
TELEPHONE MH
NPS
7' ASPHALT SIDEWALK
NPS
9" CURB (TYP.)
T
XXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXX
8' ASPHALT SIDEWALK
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
E x
E x
E x
E x
E x
E x
W x
W x
W x
W x
W x
W x
W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x
W x W x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
F
M
F
M
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
W x
E x
E x
E x
E x
E x
E x
E x
E x
E x E x E x E x E x E x E x E x E x E x E x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
W x
E x
F M
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
S
RUNWAY 21 MFZ (500' x 3000')
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
FDOT ROW
SCALE:
PERIMETER FENCE SITE LAYOUT PLAN
1" = 20'
T R
U
E
N
O
R
T
H
NORTH
PLAN
ENGINEER OF RECORD: DAVID A. LAVENDER
LICENSE NUMBER: 66400
NAME AND ADDRESS OF BUSINESS:
ALLEN ENGINEERING, INC.
106 DIXIE LANE (P.O. BOX 321321)
COCOA BEACH, FLORIDA 32932-1321
OFFICE: (321) 783-7443 - FAX: (321)783-5902
E-MAIL: INFO@ALLENENG.NET
FL C.A. # LB 266
AEI #: 170052
RAEIS CONTRACT NO: FA2521-13-D-0005-18F0043
#FLAG NOTES:
1. EXISTING 6' HIGH CHAINLINK PERIMETER FENCE TO REMAIN EXCEPT WHERE PLANS SHOW
CERTAIN COMPONENTS TO BE REMOVED AND REPLACED.
2. REMOVE EXISTING (2) CABLE BARRIER SYSTEM ONE SECTION AT A TIME, APPROX. 200'
SPACING BETWEEN ANCHORS, (TYP.)
3. REPLACE (2) CABLE BARRIER SYSTEM WITH (4) CABLE BARRIER SYSTEM, SEE DETAILS.
4. PROVIDE NEW ANCHOR AND PULL POSTS WITH CONCRETE DEADMAN AT APPROX. 200'
SPACING, SEE DETAILS. END POST ANCHOR AROUND STA. 420+30 DOES NOT NEED ANY
ADDITIONAL BOLLARDS, THERE ARE (2) EXISTING BOLLARDS TO REMAIN.
5. REMOVE EXISTING 4" ANCHOR POST AND 2-CABLE ANCHOR RODS AND ACCESSORIES;
PROVIDE NEW 2" LINE POST AND RE-ATTACH CHAIN LINK FABRIC; ONLY AT SPECIFIC
LOCATIONS NOTED.
6. SAWCUT AND REMOVE EXISTING 7' WIDE ASPHALT PATH, RELOCATE 7' ASPHALT PATH
AROUND 4-CABLE BARRIER SYSTEM ANCHOR RODS, MATCH EXISTING CROSS SLOPE 2% MAX.
U S
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S I G
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D
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D A
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SHEET
IDENTIFICATION
C O
N T
R A
F
A D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
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I N
S P
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T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L
E N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
C-101
D
A
R T
Z N
E R
D
L
A V
E N
D E
R
P E
R I M
E T
N
T
E
L A
Y O
A
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C
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A R
T N
E T
T
S X
F
G
B
E A
R D
R E
P A
G
R A
R
I M
E T
N
C E
S X
F
P A
F B
F
L
M A
T C
H L I N
E
S
L O
W
S.R. A1A SOUTHBOUND
J
U
P
I
T
1 2 3
M A
T C
H L I N
E
S
L O
W M
A T
C H
L I N
E
S
E
M A
T C
H L I N
E
S
O
V E
M A
T C
H L I N
E
S
O
V E
S.R. A1A SOUTHBOUND
S.R. A1A SOUTHBOUND
60'40'20'0'20'
GRAPHIC SCALE 1" = 20'
BEGIN (4) CABLE BARRIER SYSTEM,
STA. 420+40
1 2 3
1 2 3
5 5
198'-6"
197'-0"
(SEE BELOW)
199'-0"(CONTINUES ABOVE)
198'-6"
197'-10"
(SEE BELOW)
198'-0"
(CONTINUES ABOVE)
201'-0"
203'-0"
202'-9"
(CONTINUES ON C-102)
C-502
C-502
C-502
C-502
C-502
C-502
C-502
C-502
C-501
C-501
C-501
C-503
C4
C-503
C4
C-503
C4
C-503
C4
C-503
C4
C-503
C4
C-503
C4
C-503
C4
C-503
C4
C-503
X:\SXHT\16-1280 Repair Upgrade Perimeter Fence\DWG\16-1280 C-101.dwg, 2/12/2018 7:40:49 PM
TCM
TELEPHONE MH
T
T
6' C.L. FENCE
TELEPHONE MH
NPS
XXXXXXXXXXXXXXXXXXXXX
XXXXXXXX
8' ASPHALT SIDEWALK
SLS
THH
EHH
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x x E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x E x E x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G
G x
G x
G x
FM
FM
FM
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
FDOT ROW
TCM
T
7' ASPHALT SIDEWALK
NPS
TELEPHONE MH
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
8' ASPHALT SIDEWALK
THH
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x G x
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G x
G x
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G x
G x
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G x
G x
G x
G x
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G x
S E
C
T I
S E
C
T I
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W
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM FM FM FM FM FM FM
FM
FM FM
FM
FM FM FM FM FM FM FM FM
FM
FM FM
FM
FM FM FM FM FM
FM
FM
FM
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
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x
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x
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x
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x
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x
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x
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x
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x
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x
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C
E x
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E
E
E x E x E x E x E x E x E x E x E
G x
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G
G x
G x
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G x
G x
G x
G x
G x
G x
G x
G x
G x
FDOT ROW
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
E x
E x
E x
E x
E x
E x
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PLFDOT ROW
7' ASPHALT SIDEWALK
NPS
TVRB
6' C.L. FENCE
TELEPHONE MH
T
XXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXX
XXXXXXX
XXXXX
SIGN
O W
S
(2)SIGN
SOLID YELLOW
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
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G x
G x
G x
G x
G x
S O
U T
H P
A T
R
IC
K D
R
IV
E
SOUTH PATRICK DRIVE
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
AIP
AIP
AIP
AIP
AIP
AIP
AIP
W x
AIP
AIP AIP
AIP
AIP
W x
A I P
A I P
A I P
A I P
A I P
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
F
M
F
M
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM
SS
x
SS
x
SS
x
SS
x
SS
x
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x
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x
SS
x
SS
x
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x
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x
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x
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x
SS
x
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x
C x
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E
E x
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G x
G x
G x
G x
G x
G x
G x
G
W x
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W x
W x W x W x
EXB
S
RUNWAY 21 CLEARZONE (3000' x 3000')
E x
E x
E x
E x
E x
E x
E
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
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G x
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G x
FM
FM
FM
FM
FM
FM
FM
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
FDOT ROW
FDOT ROW
SCALE:
PERIMETER FENCE SITE LAYOUT PLAN
1" = 20'
T R
U
E
N
O
R
T
H
NORTH
PLAN
#FLAG NOTES:
1. EXISTING 6' HIGH CHAINLINK PERIMETER FENCE TO REMAIN EXCEPT WHERE PLANS SHOW
CERTAIN COMPONENTS TO BE REMOVED AND REPLACED.
2. REMOVE EXISTING (2) CABLE BARRIER SYSTEM ONE SECTION AT A TIME, APPROX. 200'
SPACING BETWEEN ANCHORS, (TYP.)
3. REPLACE (2) CABLE BARRIER SYSTEM WITH (4) CABLE BARRIER SYSTEM, SEE DETAILS.
4. PROVIDE NEW ANCHOR AND PULL POSTS WITH CONCRETE DEADMAN AT APPROX. 200'
SPACING, SEE DETAILS.
5. REMOVE EXISTING 4" ANCHOR POST AND 2-CABLE ANCHOR RODS AND ACCESSORIES;
PROVIDE NEW 2" LINE POST AND RE-ATTACH CHAIN LINK FABRIC; ONLY AT SPECIFIC
LOCATIONS NOTED.
6. SAWCUT AND REMOVE EXISTING 7' WIDE ASPHALT PATH, RELOCATE 7' ASPHALT PATH
AROUND 4-CABLE BARRIER SYSTEM ANCHOR RODS, MATCH EXISTING CROSS SLOPE 2% MAX.
U S
T
H
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I L
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N G
I N
E E
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E
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L I V
E R
Y
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O
D R
A W
N
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Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L
E N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
C-102
D
A
R T
Z N
E R
D
L
A V
E N
D E
R
P E
R I M
E T
N
T
E
L A
Y O
A
N
C
H
A R
T N
E T
T
S X
F
G
B
E A
R D
R E
P A
G
R A
R
I M
E T
N
C E
S X
F
P A
F B
F
L
M A
T C
H L I N
E
S
L O
W
S.R. A1A SOUTHBOUND
1 2 3 4
M A
T C
H L I N
E
S
L O
W M
A T
C H
L I N
E
S
E
M A
T C
H L I N
E
S
O
V E
M A
T C
H L I N
E
S
O
V E
S.R. A1A SOUTHBOUND
S.R. A1A SOUTHBOUND
1 2 3
1 2 3
5 5
199'-6"
200'-0"
200'-0"
200'-0"
(CONTINUES ABOVE)
199'-6"
197'-10"
CONTINUES BELOW
200'-0"
(CONTINUES ABOVE)
200'-0"
200'-0"
198'-6"
M A
T C
H L I N
E
S
E
6 6
CONT. BELOW
(CONTINUES ON C-103)
C-501
C-501
C-501
C-501
C-501
C-501
C-501
C-501
C-501
C-502
C-502
C-502
C-502
C-502
C-502
C-502
C-502
C-502
C-502
C4
C-503
C4
C-503
C4
C-503
C4
C-503
C4
C-503
C4
C-503
C4
C-503
C4
C-503
C4
C-503
C4
C-503
INSIDE RUNWAY CLEAR ZONE OUTSIDE RUNWAY CLEAR ZONE
ENGINEER OF RECORD: DAVID A. LAVENDER
LICENSE NUMBER: 66400
NAME AND ADDRESS OF BUSINESS:
ALLEN ENGINEERING, INC.
106 DIXIE LANE (P.O. BOX 321321)
COCOA BEACH, FLORIDA 32932-1321
OFFICE: (321) 783-7443 - FAX: (321)783-5902
E-MAIL: INFO@ALLENENG.NET
FL C.A. # LB 266
AEI #: 170052
RAEIS CONTRACT NO: FA2521-13-D-0005-18F0043
60'40'20'0'20'
GRAPHIC SCALE 1" = 20'
X:\SXHT\16-1280 Repair Upgrade Perimeter Fence\DWG\16-1280 C-102.dwg, 2/12/2018 7:40:54 PM
NPS
T
TELEPHONE MHTELEPHONE MH
XXXXXXXXXXXXXXXXXXXXXXXXXX
8' ASPHALT SIDEWALK
XXXX
GLM
SOLID YELLOW
SOLID WHITE
BROKEN WHITE
BROKEN YELLOW
BROKEN YELLOW
C x
C x
C x
C x
C x
C x
C x
C x
C x
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C x
C x
C x
C x
C x
C x
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G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x G x G x G x
G x
G x
G x
G x
G x
G x
TCM
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP AIP AIP AIP AIP AIP AIP AIP AIP
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
F
M
F
M
F
M
F
M
F
M
F
M
FM
FM
FM
FM
FM FM FM FM
FM
FM
FM
FM
FM
C x
C x
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A I P
W x
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E x
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E x
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E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
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G x
G x
G x
G x
G x
G x
W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x
W x W x
EXB
SO
U
TH
PATR
IC
K D
R
IVE
C.B. RETAINING WALL
E x
E x
E x
E x
G x
G x
G x
G x
G x
G x
G x
G x
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
FDOT ROW
FDOT ROW
STATE ROAD A1A
TSCB
TSHH
TELEPHONE MH
T
TSP
TVRB
(3)TSHH
EHH
6' C.L. FENCE
NPS
SIGN
XXXXXXXXXXX
8' ASPHALT SIDEWALK
CONC. BASE
XXXXXXXXXXXXXXX
X X
X
FTX
FTX
8' HIGH ROLLING GATE
BROKEN YELLOW
SOLID YELLOW
FTX
S T
R
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
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G x
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G x
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G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
C x
C x
C x
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
A I P
A I P
A I P
A I P
A I P
AIP
F M
F M
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
C x
C x
C x
C x
C x
C x
C x
C x
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C x
C x
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C x
C x
C x
C x
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C
C x
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C x
W x
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W x W x W x W x W x W x W x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
G x
G x
G x
G x
G x
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G x
G x
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G x G x
W x
W x
W x
W x
W x
W x
C x
C x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
FDOT ROW
FDOT ROW
T
7' ASPHALT SIDEWALK
TELEPHONE MH
6' C.L. FENCE
NPS
XXXXXXXXXX
XXXXXXXXXXXXXXXXXXXX
8' ASPHALT SIDEWALK
SOLID YELLOW
SOLID
Y
ELLOW
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
C x
C x
C x
C x
C x
C x
C x
C x
C xC x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
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C x
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C x
C x
W x
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W x
W x
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W x
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W x
E x
E x
E x
E x
E x
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E x
E x
E x
E x
E x
E x
E x
E x
E x
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
G x
G x
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G x
G x
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G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
RUNWAY 29 MFZ (500' x 3000')
RUNWAY 29 CLEARZONE (1000' x 3000')
E x
E x
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
FDOT ROW FDOT ROW
SCALE:
PERIMETER FENCE SITE LAYOUT PLAN
1" = 20'
T R
U
E
N
O
R
T
H
NORTH
PLAN
ENGINEER OF RECORD: DAVID A. LAVENDER
LICENSE NUMBER: 66400
NAME AND ADDRESS OF BUSINESS:
ALLEN ENGINEERING, INC.
106 DIXIE LANE (P.O. BOX 321321)
COCOA BEACH, FLORIDA 32932-1321
OFFICE: (321) 783-7443 - FAX: (321)783-5902
E-MAIL: INFO@ALLENENG.NET
FL C.A. # LB 266
AEI #: 170052
RAEIS CONTRACT NO: FA2521-13-D-0005-18F0043
#FLAG NOTES:
1. EXISTING 6' HIGH CHAINLINK PERIMETER FENCE TO REMAIN EXCEPT WHERE PLANS SHOW
CERTAIN COMPONENTS TO BE REMOVED AND REPLACED.
2. REMOVE EXISTING (2) CABLE BARRIER SYSTEM ONE SECTION AT A TIME, APPROX. 200'
SPACING BETWEEN ANCHORS, (TYP.)
3. REPLACE (2) CABLE BARRIER SYSTEM WITH (4) CABLE BARRIER SYSTEM, SEE DETAILS.
4. PROVIDE NEW ANCHOR AND PULL POSTS WITH CONCRETE DEADMAN AT APPROX. 200'
SPACING, SEE DETAILS. DO NOT INSTALL BOLLARDS AT END POSTS AT GATE OPENING
AROUND STA. 377+00.
5. REMOVE EXISTING 4" ANCHOR POST AND 2-CABLE ANCHOR RODS AND ACCESSORIES;
PROVIDE NEW 2" LINE POST AND RE-ATTACH CHAIN LINK FABRIC; ONLY AT SPECIFIC
LOCATIONS NOTED.
6. SAWCUT AND REMOVE EXISTING 7' WIDE ASPHALT PATH, RELOCATE 7' ASPHALT PATH AROUND
4-CABLE BARRIER SYSTEM ANCHOR RODS, MATCH EXISTING CROSS SLOPE 2% MAX.
FLAG NOTES CONTINUED:
7. OPEN CUT REMOVE AND REPLACE ASPHALT PATH PATCH FOR INSTALLATION OF CABLE
ANCHOR DEADMAN, MATCH EXISTING.
8. POSSIBLE CONFLICT WITH EXISTING CONCRETE DEADMAN, REMOVAL OF PART OR ENTIRE
EXISTING DEADMAN MAY BE REQUIRED IN ORDER TO INSTALL NEW DEADMAN
U S
T
H
C
I V
I L
E
N G
I N
E E
R
S
Q U
A D
R O
N
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T
E
D E
L I V
E R
Y
N
O
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
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An O ne id a N at io n Co m pa ny
C-103
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M A
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H L
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O W
S.R. A1A SOUTHBOUND
1 2 3
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O W
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S.R. A1A SOUTHBOUND
S.R. A1A SOUTHBOUND
1 2 3
1 2 3
200'-0"
200'-0"
200'-0"
199'-9"
(CONTINUES ABOVE)
159'-8"
168'-6"
CONTINUES BELOW
200'-0"
(CONTINUES ABOVE)
191'-6"
200'-0"
200'-0"
M A
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4 4 5
CONT.
BELOW
1 2 3
(CONTINUES ON C-104)
C-501
C-502
C-502
C-502
C-502
C-502
C-503
C-503
C-502
C-502
C-502
C-502
C4
C-503
C4
C-503
OUTSIDE RUNWAY CLEAR ZONE INSIDE RUNWAY CLEAR ZONE
60'40'20'0'20'
X:\SXHT\16-1280 Repair Upgrade Perimeter Fence\DWG\16-1280 C-103.dwg, 2/12/2018 7:40:59 PM
7' ASPHALT SIDEWALK
TELEPHONE MH
NPS
TCM
T
T
TELEPHONE MH
XXXXXXXXXXXXXXXXXX
8' ASPHALT SIDEWALK
S08°02'40"E 8623.60'
TVHH
XXXXXXXXXXXX
C x
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AIP
AIP
AIP
AIP
AIP
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AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
FM FM FM FM FM
FM FM FM FM FM FM FM FM
FM FM FM FM
FM FM FM FM FM
FM FM FM FM FM FM FM FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
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W x
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W
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E x
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E
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RUNWAY 29 MFZ (500' x 3000')
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PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
FDOT ROWFDOT ROW
FDOT ROW
M V
7' ASPHALT SIDEWALK
NPS
6' C.L. FENCE
AIR RELEASE MANHOLE
ELECTRIC VAULT
ON CONC. PAD
XXXXXXXXX
C x
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G x
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G x
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
AIP
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
C x
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W
C.B. WALL
RUNWAY 29 CLEARZONE
(1000' x 3000')
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PL PL PL PL PL PL PL PL PL PL PL PL PL PL
FDOT ROWFDOT ROW
SCALE:
PERIMETER FENCE SITE LAYOUT PLAN
1" = 20'
T R
U
E
N
O
R
T H
NORTH
PLAN
ENGINEER OF RECORD: DAVID A. LAVENDER
LICENSE NUMBER: 66400
NAME AND ADDRESS OF BUSINESS:
ALLEN ENGINEERING, INC.
106 DIXIE LANE (P.O. BOX 321321)
COCOA BEACH, FLORIDA 32932-1321
OFFICE: (321) 783-7443 - FAX: (321)783-5902
E-MAIL: INFO@ALLENENG.NET
FL C.A. # LB 266
AEI #: 170052
RAEIS CONTRACT NO: FA2521-13-D-0005-18F0043
#FLAG NOTES:
1. EXISTING 6' HIGH CHAINLINK PERIMETER FENCE TO REMAIN EXCEPT WHERE PLANS SHOW
CERTAIN COMPONENTS TO BE REMOVED AND REPLACED.
2. REMOVE EXISTING (2) CABLE BARRIER SYSTEM ONE SECTION AT A TIME, APPROX. 200'
SPACING BETWEEN ANCHORS, (TYP.)
3. REPLACE (2) CABLE BARRIER SYSTEM WITH (4) CABLE BARRIER SYSTEM, SEE DETAILS.
4. PROVIDE NEW ANCHOR AND PULL POSTS WITH CONCRETE DEADMAN AT APPROX. 200'
SPACING, SEE DETAILS.
5. REMOVE EXISTING 4" ANCHOR POST AND 2-CABLE ANCHOR RODS AND ACCESSORIES;
PROVIDE NEW 2" LINE POST AND RE-ATTACH CHAIN LINK FABRIC (TYP.)
6. SAWCUT AND REMOVE EXISTING 7' WIDE ASPHALT PATH, RELOCATE 7' ASPHALT PATH
AROUND 4-CABLE BARRIER SYSTEM ANCHOR RODS, MATCH EXISTING CROSS SLOPE 2% MAX.
FLAG NOTES CONTINUED:
7. OPEN CUT REMOVE AND REPLACE ASPHALT PATH PATCH FOR INSTALLATION OF CABLE
ANCHOR DEADMAN, MATCH EXISTING.
8. (2) 8" BOLLARDS AT END PULL POST, SEE DETAIL 4 SHEET C-501; SEE DETAIL 7 SHEET C-503
FOR LOCATION PLACEMENT.
U S
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D A
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SHEET
IDENTIFICATION
C O
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R A
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N G
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F A
D n g i n e e r i n g I n c
L L
E N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
C-104
D
A
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D
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N D
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P A
F B
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M A
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H L I N
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L O
W
S.R. A1A SOUTHBOUND
1 2 3
M A
T C
H L I N
E
S
O
V E
S.R. A1A SOUTHBOUND
1 2 3
200'-0"
200'-9"
201'-0"
202'-2"
(CONTINUES ABOVE)
10'-0"
M A
T C
H L I N
E
S
E
END (4) CABLE BARRIER SYSTEM,
STA. 360+83
CONT.
BELOW
C-501
C-501
C-501
C-503
C-502
C-502
C-502
C-502
C4
C-503
C4
C-503
C4
C-503
C4
C-503
INSIDE RUNWAY CLEAR ZONE OUTSIDE RUNWAY CLEAR ZONE
60'40'20'0'20'
X:\SXHT\16-1280 Repair Upgrade Perimeter Fence\DWG\16-1280 C-104.dwg, 2/12/2018 7:41:05 PM
SCALE:
TYPICAL FENCE ASSEMBLIES
NONE
C-501
END OR GATE POST
RAIL ROUND POST
CLAMP FOR BRACE
PLAN AT BANDS TRUSS ROD & BAND
CARRIAGE BOLT
POST HINGE
BAND FOR WIRE STRETCHING
CONC. BASE
FABRIC
LATCH ASSEMBLYGATE FRAME HINGE
WIRE TIES FOR BRACE RAIL
LINE POST ATTACHMENTS
ROUND POST
SELVAGE DETAIL
FABRIC
DROP BAR ASSEMBLY
TWISTED AND BARBED
FINISH TOP AND BOTTOM
BARBED WIRE OR
COILED SPRING WIRE
STRETCHER
BAR BAND TO
BE 4" MAX
FROM TOP AND
BOTTOM AND
SPACED @ 1'-3"
O.C. MAX
STRETCHER BAR
TO ENGAGE EACH
FABRIC LINK
GATE KEEPER
(TO HOLD GATE OPEN)
TIE WIRE AS SPECIFIED
2'-0" O.C. MAX
STRETCHER BAR
(WIRE SIMILAR)
#9 GA
STEEL WIRE
10"
M
A X
16"
GRADE
10'-0" O.C. MAX.
TENSION WIRE
4" DIA. END, PULL, AND
ANCHOR POST (AS REQ'D)
BRACE BAND
TENSION BAND
BRACE BAND
TRUSS ROD
3 1/2" O.D. CORNER
POST (IF NO
REINFORCING CABLES)
TENSION BAR
1 1/4" BRACE RAIL
TIES SPACED 2' O.C.
2" O.D. LINE POST
2" GALVANIZED DIAMOND MESH
INTERWOVEN WIRE FABRIC, 9 GAGE,
BLACK VINYL COATED TO MATCH EXISTING
TYP. LINE POST FOOTING
TRUSS ROD TIGHTENER
TYP. TERMINAL
POST FOOTING
END, CORNER, PULL
& ANCHOR POST
TENSION WIRE
SCALE:
TYPICAL FENCE
NONE
C-501
NOTE: CONTRACTOR SHALL PROTECT
EXISTING CHAIN LINK FENCE FABRIC AND
COMPONENTS THAT ARE NOT DESIGNATED
TO BE REPLACED AND RE-ATTACH AS
NECESSARY FOR THE INSTALLATION OF
THE 4-CABLE BARRIER SYSTEM.
LINE
POST
TENSION WIRE
NOTE: GROUNDING SHALL
OCCUR AT END AND
CORNER POSTS
FINISH GRADE
#8 AWG SOLID COPPER
WIRE FROM LOWER PIPE
CLAMP TO EXISTING /
NEW GROUND ROD
PROVIDE EXOTHERMICALLY
WELDED CONNECTION TO
CONNECT TO EITHER AN
EXISTING AVAILABLE
GROUND ROD OR PROVIDE
NEW GROUND ROD.
3/4" DIA. COPPER-CLAD
STEEL GROUND ROD
SCALE:
TYPICAL GROUNDING DETAIL
NONE
C-501
FENCE POST
PIPE CLAMP FOR #8 AWG
SOLID COPPER WIRE
SCALE:
CONCRETE FILLED BOLLARD ~ FOOTING
NONE
C-501
GROUND SURFACE
CONCRETE FOOTING
2'-0"
1 1/2" TALL GROUT
WASH DOME
PAINT 4" WIDE
ALTERNATING
BLACK & YELLOW
STRIPES
1" CROWN
8" DIA. SCHD. 80
STEEL PIPE (FILL
POST WITH
CONCRETE)
NOTE: STEEL PIPE FOR
BOLLARDS SHALL CONFORM
TO ASTM A53, TYPE E OR S,
GALVANIZED.
SCALE:
TYPICAL ASPHALT PATH SECTION
NONE
C-501
COMPACTED LIMEROCK: 6" THICKNESS, 1 LIFT
OF 6", PRIMED. AVERAGE LBR OF NOT LESS
THAN 100. COMPACTED TO 98% OF MAXIMUM
DENSITY PER AASHTO T-180, MODIFIED
PROCTOR. COPIES OF DENSITY REPORTS ARE
REQUIRED.
TYPE SP-9.5 ASPHALTIC
CONCRETE:
1 1/2" THICKNESS
/4
" / F T
MATCH EXIST. WIDTH
7'-0" (TYP.)
NOTE: MATCH THE EXISTING GRADE AND
SLOPE AT POINT WHERE ASPHALT REPAIR
CONNECTS TO EXISTING.
M A
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B M
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W E
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B
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D A
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SHEET
IDENTIFICATION
C O
N T
R A
F
A D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
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T I O
N
S
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V I C
E S
F A
D n g i n e e r i n g I n c
L L
E N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
C-501
D
A
R T
Z N
E R
D
L A
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N D
E R
F E
N C
E
A
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D
E T
A I L
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P A
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P A
F B
F
L
ENGINEER OF RECORD: DAVID A. LAVENDER
LICENSE NUMBER: 66400
NAME AND ADDRESS OF BUSINESS:
ALLEN ENGINEERING, INC.
106 DIXIE LANE (P.O. BOX 321321)
COCOA BEACH, FLORIDA 32932-1321
OFFICE: (321) 783-7443 - FAX: (321)783-5902
E-MAIL: INFO@ALLENENG.NET
FL C.A. # LB 266
AEI #: 170052
X:\SXHT\16-1280 Repair Upgrade Perimeter Fence\DWG\16-1280 C-501.dwg, 2/12/2018 7:41:09 PM
DEADMAN ANCHOR ROD
NONE
B3
C-502
1/4" x 4" x 0'-4" PL ( W/ 1 5/16" DIA. IN CENTER FOR ROD)
3/16"
1 1/2" DIA. GALV STEEL ROD
2" 8"
6'-0" TO 8'-0"
1'-0"
SCALE:
CLAMP DETAIL
NONE
B4
C-502
PROVIDE GALV WIRE ROPE CABLE
CLAMP (TYPICAL OF 4) W/ LOCK
NUTS.
REINFORCING NOTES:
1. REINFORCING CABLES SHALL BE U.S. DOMESTIC MINIMUM 3/4"
Ø 6x19 CLASS WIRE ROPE, REGULAR LAY, EXTRA IMPROVED
PLOW STEEL (EIP), INDEPENDENT WIRE ROPE CORE (IWRC),
CONFORMING TO ASTM A1023 AND GALVANIZED IN
ACCORDANCE WITH ASTM A475 CLASS A, & HAVE A MINIMUM
BREAKING STRENGTH OF 40,000 POUNDS (20 TONS). CABLES
WITH A BLACK VINYL COATING, SHALL NOT BE IMPREGNATED.
2. CABLES SHALL BE CONTINUOUS FROM DEADMAN TO DEADMAN
NO SPLICES IN CABLE SHALL BE ALLOWED. CABLE BARRIER
SHALL BE INSTALLED BETWEEN FENCE POST AND FENCE
FABRIC AS PER PLANS. U-BOLTS SHALL BE INSTALLED
PERPENDICULAR TO THE LAY OF THE STRANDS OF THE WIRE
ROPE AND SHALL BE TIGHTENED AFTER SAG IN CABLE
BARRIER HAS BEEN REMOVED. UNLESS INDICATED
OTHERWISE, CONCRETE DEADMAN SPACING SHALL BE AT
MAXIMUM 200' INTERVALS & TURNING POINTS (EXTERNAL
CORNERS).
3. WIRE ROPE ENDS SHALL TERMINATE AROUND TURNBUCKLES,
GATE POSTS OR EXTRA HEAVY-DUTY WIRE ROPE THIMBLES (AT
GATES OR WHERE ALTERNATE FRANGIBLE CONNECTIONS ARE
REQUESTED) THESE TERMINATIONS REQUIRE 18" MINIMUM OF
ROPE FOR TURN BACK AND A MINIMUM OF (4)- CLIPS EACH
(EQUAL SPACING).
4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO
ORDERING MATERIALS.
5. DEADMEN SHALL BE INSTALLED ON THE SECURED SIDE
(INTERIOR) OF THE FENCE; WHILE CABLES SHALL BE
INSTALLED ON THE EXTERIOR SIDE OF POST.
6. PROVIDE NECESSARY SLACK IN CABLES (GATES ONLY) TO
ALLOW FOR FULL SWING OF ALL GATE LEAVES.
7. OFFSET DEADMAN SYSTEMS FROM FENCELINE (PLAN VIEW) TO
AVOID CONFLICT WITH EXISTING FENCE POSTS.
8. ALLOW EPOXY ANCHOR BOLTS (MIN 2 DAYS) & CONCRETE
DEADMEN (MIN 7 DAYS) TO CURE, PRIOR TO APPLYING LOADS
(INSTALLING TURNBUCKLES & STRAIGHTENING CABLES).
9. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1.1.
ALL WELD MATERIAL SHALL BE E70XX ELECTRODES.
10. STRUCTURAL STEEL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE NINTH EDITION OF THE AISC "MANUAL
OF STEEL CONSTRUCTION FOR ALLOWABLE STRESS DESIGN."
11. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 AND
SHALL HAVE A MINIMUM YIELD STRESS OF 36,000 PSI.
12. ALL STRUCTURAL STEEL MEMBERS AND HARDWARE USED IN
CABLE ANCHORING SYSTEM SHALL BE HOT-DIPPED
GALVANIZED. ANY AREAS WHERE COATING IS DAMAGED OR
REMOVED SHALL BE COVERED WITH A ZINC RICH COMPOUND.
13. TURNBUCKLES SHALL BE 1
"x18", TYPE I, GALVANIZED IN
ACCORDANCE WITH ASTM F1145.
14. WIRE ROPE CLAMPS SHALL BE TYPE I, GALVANIZED, AND
CONFORM TO FS FF-C-450.
15. ALL THREADED RODS, U-BOLTS, AND BOLTS SHALL CONFORM
TO ASTM A307 AND SHALL BE INSTALLED WITH F844 WASHERS
AND A563 NUTS. ENTIRE BOLT ASSEMBLY SHALL BE
GALVANIZED IN ACCORDANCE WITH ASTM A153. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS.
16. ZINC RICH COMPOUND FOR REPAIRS SHALL BE 95% METALLIC
ZINC, BY WEIGHT IN DRIED FILM; INSTALL AT LEAST TWO
COATS, 4 MILS MIN. TOTAL THICKNESS.
17. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE
LATEST EDITION OF ACI 318. CONCRETE SHALL HAVE A
MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI. THE
MINIMUM CONCRETE COVER SHALL BE 3", UNLESS OTHERWISE
NOTED.
18. DESIGN CRITERIA:
UFC 4-022-02 ''SELECTION AND APPLICATION OF VEHICLE
BARRIERS"
UFC 4-022-03 ''SECURITY ENGINEERING: FENCES, GATES AND
GUARD FACILITIES"
19. AT CABLE REINFORCING GATES, PROVIDE TWIST-OFF METAL
TIES TO SECURE CABLE TO GATE FABRIC @ 24" OC & U-BOLTS
TO SECURE TO GATE UPRIGHTS. MODIFY AS NEEDED TO
FACILITATE OPERATION OF GATE.
SCALE:
TYPICAL TURNBACK AND CLAMP DETAIL
NONE
B2
C-502
PROVIDE GALV. EXTRA HEAVY-DUTY WIRE ROPE
THIMBLE, EXCEPT WHERE ENCIRCLING
GATE/FENCE POST OR TURNBUCKLE EYE.
18 " MINIMUM TURN BACK
CABLE CLAMP SEE
DETAIL B4 THIS SHEET
SEE SEIZING NOTE
" DIAMETER
WIRE ROPE
3"
(MIN.)
5"
(TYP.)
NOTE (ALL FENCE TYPES): INSTALL SADDLE OF
CLIPS ON LIVE SIDE (AS SHOWN), SEIZE CUT
END OF WIRE ROPE, AND TORQUE NUTS PER
MANUFACTURER'S RECOMMENDATIONS (TYP).
SEIZING NOTE: WIND SEIZING WIRE IN A TIGHT
SPIRAL AROUND THE ROPE END TO A 1" LENGTH OF
SEIZING. TWIST THE TWO ENDS OF THE SEIZING
WIRE AT THE CENTER OF THE SEIZING LENGTH. USE
ZINC COATED STEEL WIRE.
SCALE:
TYPICAL PLAN OF DEADMAN AND LINE POST LAYOUT
NONE
C-502
C-502
SCALE:
TYPICAL ELEVATION VIEW OF DEADMAN AND LINE POST LAYOUT
NONE
A1
C-502
C-503 C-503 C-503
A1
C3 C3 C1
WIRE ROPE CONNECTION
TO TURNBUCKLE EYE,
SEE DETAIL C4 ON C-503
'A' CABLES
3'-0"
CONCRETE
DEADMAN 'B'
7'-6" ±
PULL POST PULL POST
10'-0"
TYPICAL POST SPACING UON
LINE POST
'B' CABLES
T Y
P
CONCRETE
DEADMAN 'A'
7'-6" ±
'A' CABLE
PROVIDE CABLE ON ATTACK SIDE OF ALL POSTS AND
FENCE UON.
[ATTACK SIDE]
[PROTECTED SIDE]
'B' CABLE
B
L
E
B
L
E
NOTE: FOR RETROFITTING OF EXIST CLF, CABLE CAN BE PLACED ON THE
ATTACK SIDE OF THE FENCE FABRIC. FOR NEW CONSTRUCTION, CABLE SHALL
BE INSTALLED ON ATTACK SIDE OF POST, BETWEEN POST AND FABRIC.
1/2" Ø TRUSS ROD
ASSEMBLIES INSTALL
PER MANUFACTURER'S
RECOMMENDATIONS
OFFSET CONCRETE BLOCK OF DEADMAN SYSTEM
A MINIMUM DISTANCE AND ANGLE TO AVOID
CONFLICT WITH LINE POST FOUNDATION (TYP).
CONCRETE DEADMAN & POST FOUNDATION CAN
BE PLACED MONOLITHICALLY.
FOOTING DIA SHALL BE 4
TIMES THE WIDTH OF THE
POST. EMBED POST 36" INTO
42" DEEP FOOTING.
PROVIDE 1 1/4 " Ø SCHED
40 PIPE BRACE. WELD
TO POSTS (TYP)
PROVIDE TYPICAL
3'-8" x 3'-0" x 1'-6"
CONC DEADMAN
PROVIDE 1.25" Ø x 6'-0''± LONG, RIGHT-HAND THREADED ROD (GALV)
SEE DETAIL B3 ON C-502
PROVIDE 1.25" TURN- BUCKLE BODY
WITH 18" TAKE-UP (GALV)
PROVIDE GALV LEFT-HAND
THREADED TURNBUCKLE EYE
END (FOR 1 1/4" Ø x 18" TAKE-UP)
PROVIDE 3/4" Ø GALV STRUCTURAL
WIRE ROPE (TYP CABLE REINF UON)
ANCHOR POST (OR
CORNER POST)
FENCE FABRIC
NOT SHOWN FOR
CLARITY
PROVIDE MIN. 18" TURNBACK
SECURE W/ (4)-WIRE ROPE
CLIPS (TYP). SEE DETAIL B2
ON C-502
SCALE:
FENCE U-BOLT DETAIL
NONE
B1
C-502
THREAD REGION
o r
1/2" Ø
* FIELD VERIFY.
6 1/4 " FOR 4"Ø POSTS
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S U
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D
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D A
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SHEET
IDENTIFICATION
C O
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R A
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E I S
R A
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B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
C-502
D
A
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C A
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ENGINEER OF RECORD: DAVID A. LAVENDER
LICENSE NUMBER: 66400
NAME AND ADDRESS OF BUSINESS:
ALLEN ENGINEERING, INC.
106 DIXIE LANE (P.O. BOX 321321)
COCOA BEACH, FLORIDA 32932-1321
OFFICE: (321) 783-7443 - FAX: (321)783-5902
E-MAIL: INFO@ALLENENG.NET
FL C.A. # LB 266
AEI #: 170052
X:\SXHT\16-1280 Repair Upgrade Perimeter Fence\DWG\16-1280 C-502.dwg, 2/12/2018 7:41:12 PM
C-503
LINE POST DETAIL (C.L.F. ONLY)
NONE
C1
C-503
D1
LINE POST
U-BOLT SHALL BE INSTALLED
PERPENDICULAR TO STRANDS
OF WIRE ROPE (TYP.)
C-503
SCALE:
TYPICAL PLAN OF END POST DEADMAN AND LINE POST LAYOUT
NONE
C-503
SCALE:
TYPICAL ELEVATION VIEW OF END POST DEADMAN AND LINE POST LAYOUT
NONE
A2
C-503
C-503 C-503C-503
C2 C2 C1
ANCHOR POST
PROTECTED SIDE
END OF LINE POST
BOLLARDS
ATTACK SIDE
LINE POST
PROVIDE MIN 18" TURNBACK
SEE DETAIL B2 ON C-502
WIRE ROPE CONNECTION
TO TURNBUCKLE EYE,
SEE DETAIL C4 ON C-503
BOLLARDS PER DETAIL 4 ON C-501
SHALL BE PLACED AT SOUTH END OF
CABLE REINFORCING TO PROTECT
SECTIONS OF FENCE THAT ARE NOT
HARDENED. THE NORTH END HAS
EXISTING BOLLARDS TO REMAIN.
4'-0" 3'-0"
TYPICAL DEADMAN
SEE DETAIL 6 AND
A1 ON SHEET
C-502
PROVIDE 1.25" Ø x 6'-0" ± LONG, RIGHT-HAND THREADED ROD (GALV.)
SEE DETAIL B3 ON SHEET C-502
WELDED BRACE RAILS SHALL BE INSTALLED
AS PER THE PLANS AND AWS D1.1
(STRUCTURAL WELDING CODE - STEEL) AT
CORNER, END, GATE, AND PULL POST.
DAMAGE TO THE GALVANIZED SURFACE, DUE
TO WELDING, SHALL BE REPAIRED WITH
"REPAIR STICKS" OF ZINC-CADMIUM ALLOYS
OR ZINC-TIN LEAD ALLOYS AS PER AWS WZC.
WELD TO POST (TYP.)
FOR FOOTING DETAIL, SEE SHEET C-501
PROVIDE 1 1/4" Ø
SCHED 40 PIPE
BRACE RAILS
FENCE FABRIC NOT
SHOWN FOR CLARITY
ANCHOR POST
LINE POST
10'-0"
TYPICAL POST SPACING UON
T Y
P I C
A L
A2
NOTE: FOR RETROFITTING OF EXIST CLF, CABLE CAN BE PLACED ON THE
ATTACK SIDE OF THE FENCE FABRIC. FOR NEW CONSTRUCTION, CABLE SHALL
BE INSTALLED ON ATTACK SIDE OF POST, BETWEEN POST AND FABRIC.
OFFSET CONCRETE BLOCK OF DEADMAN
SYSTEM A MINIMUM DISTANCE AND ANGLE
TO AVOID CONFLICT WITH LINE POST
FOUNDATION (TYP.) CONCRETE DEADMAN
& POST OR BOLLARD FOUNDATION CAN BE
PLACED MONOLITHICALLY. MAX ANGLE 45
DEGREES.
PROVIDE CABLE ON
ATTACK SIDE OF ALL
POSTS AND FENCE UON
PULL POST (CORNER POST, END POST, OR LAST
LINE POST TO RECEIVE CABLE REINFORCING)
PROVIDE 3/4" Ø GALV STRUCTURAL
WIRE ROPE PER NOTE 1 C-502 (TYP)
SCALE:
CABLE ANCHORAGE DETAIL AT PULL AND ANCHOR POST W/ OVERLAPPING CABLES
NONE
C3
C-503
S
P A
C E
4" NOMINAL Ø POST (TYP.)
"A" CABLES
CONTINUE
CABLE @
ANCHOR
POST
"B" CABLES
A
D
M
A
N
PROVIDE 3/4" Ø
STRUCTURAL
WIRE ROPE
(TYP.)
A
A
GROUND LEVEL
ADJUST CABLE
HEIGHTS AS
INDICATED WHERE
CABLES OVERLAP
PROVIDE LOCK
WASHER & HEX
NUT (TYP.)
"A" CABLES
"B" CABLES
PROVIDE 1/2" Ø
STEEL U-BOLT W/
PL (TYP. OF 4 @
EACH POST). SEE
DETAIL B1 ON
C-502
STRIP EXPOSED THREADS AFTER TIGHTENING
NUT OR TACK WELD (TYP. EVERY 4TH POST)
3/8" FLAT BAR,
1 1/2" WIDE;
PROVIDE HOLES
AS REQUIRED
TO RECEIVE
U-BOLTS
SCALE:
SECTION A - A
NONE
SCALE:
DETAIL AT ENDING PULL POST
NONE
C2
C-503
CABLE ANCHORAGE
4" NOMINAL Ø
POST (TYP.)
PROVIDE
3/4" Ø GALV.
STRUCTURAL
WIRE ROPE
B
STRIP EXPOSED THREADS AFTER TIGHTENING
OR TACK WELD (TYP. EVERY 4TH POST)
3/8" FLAT BAR, 1 1/2" WIDE;
PROVIDE HOLES AS REQUIRED
TO RECEIVE U-BOLTS
PROVIDE 1/2" Ø
STEEL U-BOLT W/
PL (TYP. OF 2 @
EACH POST). SEE
"FENCE U-BOLT
DETAIL" SHEET
C-502
PROVIDE
LOCK
WASHER
& HEX
NUT
(TYP.)
B
GROUND LEVEL
T
O
D
E
A
D
M
A
N
SCALE:
SECTION B - B
NONE (THRU POST)
SCALE:
PLAN VIEW
NONE
D1
C-503
STANDARD NUT & LOCK WASHER
LINE POST
U-BOLT
CHAIN LINK FABRIC *
( * OUTSIDE OF CABLE IF INSTALLING
NEW FENCE; INSIDE OF CABLE IF
RETROFITTING EXIST. CLF)
3/4" Ø WIRE ROPE
SCALE:
FRANGIBLE BREAKAWAY CONNECTION MATERIAL QUANTITIES
NONE
C4
C-503
NOTE:
SUPPLY GOVERNMENT WITH
MATERIALS FOR NYLON
BREAKAWAY TYPE NUTS AND
RODS AT WIRE CONNECTIONS
TO TURNBUCKLES THAT ARE
LOCATED WITHIN THE RUNWAY
CLEAR ZONES BETWEEN STA.
361+67 TO 372+70 AND 387+27
TO 420+40 MATCHING THE
QUANTITIES IN THE TABLE AT
THE RIGHT.
ACTUAL INSTALLED
CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE UFC.
THE SECURED CABLE BARRIER
TURNBACK WIRE SHALL BE
ENCIRCLED THROUGH THE
TURNBUCKLE EYE.
CONTRACTOR SUPPLIED MATERIALS ONLY
ITEM SIZE REQUIRED
QUANTITY
FRANGIBLE NYLON THREADED ROD 1" DIA. x 3 1/2" LONG 200
FRANGIBLE NYLON HEX NUT 1" DIA. 400
GALV. EXTRA HEAVY-DUTY WIRE ROPE THIMBLE 1 1/4" DIA. 200
ITEMS LISTED AS FRANGIBLE SHALL MEET THE REQUIREMENTS OF FAA AC-150/5220-23
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D A
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SHEET
IDENTIFICATION
C O
N T
R A
F
A D
E I S
R A
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E
A
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H I T
E C
T E
N G
I N
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F A
D n g i n e e r i n g I n c
L L
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E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
C-503
D
A
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L A
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C A
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ENGINEER OF RECORD: DAVID A. LAVENDER
LICENSE NUMBER: 66400
NAME AND ADDRESS OF BUSINESS:
ALLEN ENGINEERING, INC.
106 DIXIE LANE (P.O. BOX 321321)
COCOA BEACH, FLORIDA 32932-1321
OFFICE: (321) 783-7443 - FAX: (321)783-5902
E-MAIL: INFO@ALLENENG.NET
FL C.A. # LB 266
AEI #: 170052
X:\SXHT\16-1280 Repair Upgrade Perimeter Fence\DWG\16-1280 C-503.dwg, 2/12/2018 7:41:16 PM
PEDESTRIAN
WALKWAY
PEDESTRIAN
WALKWAY
CR
CR
CR
SIDEWALK
CLOSED
SIDEWALK
CLOSED
CR
CR
CR
CR
DETOUR
DETOUR
D E
T O
U R
S I D
E W
A L
K
C
L O
S E
D
A H
E A
D
C R
O S
S
H
E R
E
D E
T O
U R
DETOUR
D E
T O
U R
SIDEWALK CLOSED
AHEAD
CROSS HERE
S I D
E W
A L K
C L O
S E D
SIDEWALK CLOSED
USE OTHER SIDE
S I D
E W
A L
K
C
L O
S E
D
U S
E
O
T H
D
E
SIDEWALK
CLOSED
D E
T O
U R
DETOUR
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
D E
T O
U R
DETOUR
DETOUR
DETOUR
W o r k
A r e a
REQUIRED LOCATIONS FOR EITHER TEMPORARY
OR PERMANENT CURB RAMPS.
T a p e r
T a p e r
W o r k
A r e a o k e a
W o r k A r e a
T a p e r
T a p e r
SIDEWALK DETOUR SIDEWALK DIVERSION
CROSSWALK CLOSURE AND
PEDESTRIAN DETOUR
PEDESTRIAN LONGITUDINAL CHANNELIZING DEVICE (LCD)
WITH MOUNTED WORK ZONE SIGN
PEDESTRIAN LONGITUDINAL CHANNELIZING DEVICE (LCD)
GENERAL NOTES:
1. ROUTE PEDESTRIAN TRAFFIC AROUND WORK AREAS WHEN CONSTRUCTION ACTIVITIES ENCROACH ON THE SIDEWALK FOR MORE THAN 60 MINUTES
USING THE DEVICES AND REMEDIES SHOWN ON THIS INDEX. USE PROJECT SPECIFIC DESIGNS FOR SCENARIOS NOT INCLUDED ON THIS INDEX.
2. FOR SPACING OF TRAFFIC…
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