Attachment_4_-Drawings.pdf
PDF 17 MB Posted
- Attached to
- Add Anti Ram Cables Federal contract opportunity
- Solicitation number
- FA4626-16-R-0005
About this file
Attachment 4 Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| QUESTIONS_and_ANSWERS_Group_E.docx | DOCX document | |
| QUESTIONS_and_ANSWERS_Group_D.docx | DOCX document | |
| Updated_Specs_MAF_Anti-Ram_Cables.pdf | ||
| Anti_Ram_Amendment_2.pdf | ||
| COMBINED_FINAL_DRAWINGS.pdf | ||
| QUESTIONS_FOR_FA4626_(002)_(Rev_1)_Group_B.docx | DOCX document | |
| Anti_Ram_Questions_(Rev1)_Group_A.docx | DOCX document | |
| QUESTIONS_and_ANSWERS_Group_C.docx | DOCX document | |
| Pre-Proposal_Sign_In_and_Agenda_9_June_2016.pdf | ||
| CE_Pre-Proposal_Slide_Show.pptx | PPTX presentation | |
| Anti_Ram_Amendment_1.pdf | ||
| Attchment_9_-Subcontractor_Consent.doc | DOC document | |
| Attachment_7_-Special_Contract_Requirements.pdf | ||
| Attachment_2-Submittal_Schedule.pdf | ||
| Attachment_5_wage_determinations.pdf | ||
| Attachment_8_-Past_Performance_Questionaire.pdf | ||
| Attachment_3_-Schedule_of_Drawings.pdf | ||
| Anti_Ram_Solicitation.pdf | ||
| Attachment_1_Specs.pdf | ||
| Attachment_6_-Base_Entry.pdf |
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Text version
GENERAL NOTES:
FOUNDATION AND SOIL PREPARATION:
MATERIALS:
100% DRAWING
16-1620
CONCRETE:
100% DRAWING
00 20' 40'
N
REGIONAL
GENERAL NOTES:
ESTIMATED ANTI-RAM CABLE SYSTEM MATERIAL
QUANTITIES
TERMINAL
POST (EA)
LINE POSTS
(EA)
CABLE ASSY
(EA)
CABLE LENGTH
(FT)
MEDIANS
(EA)
BOLLARDS
(EA)
14 19 39 3205 7 7
SAN
SAN
SAN
SAN
SAN
SAN
241'-5"
152'-8"37'-3"175'-2"
255'-10"
364'-11"
ARAM
ARAM
ARAM
ARAM
A R
A M
A R
A M
A R
A M
A R
A M
A R
A M
ARAM
ARAM
ARAM
ARAM
ARAM
ARAM
ARAM
A R
A M
A R
A M
A R
A M
A R
A M
A R
A M
ARAM
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G R
N D
GRND
GRND
GRND
GRND
GRND
G R
N D
G R
N D
G R
N D
G R
N D
G R
N D
G R
N D
G R
N D
G R
N D
G R
N D
GRND
H I C
S
RVA TOWER
ANTIRAM CABLE SYSTEM
(2'-0" FROM EXISTING FENCE TYP)
MEECN ANTENNA
MEDIAN
BOLLARDS
WEATHER TOWER
T
Y P
PULL BOX
DUCT BANK
PUMP HOUSE
M I S
S I L E
A
L E
R T
F
C
I L I T
Y
I
TO LCC
E
E
E
E
E
E
E
E
5" CONDUIT
GATE
CS402
PERIMETER OF #4 GROUND RADIAL SYSTEM
HF RECEIVE ANTENNA APPOX 1'-6" BFG,
ABANDON IN PLACE
HF RECEIVE ANTENNA
5" CO HARDENED
SOFT ANTENNA
5" CO HARDENED
PERIMETER OF #4 GROUND RADIAL SYSTEM
HF TRANSMIT ANTENNA APPROX 1'-6" BFG,
ABANDON IN PLACE
HF TRANSMIT ANTENNA
S
L F
C
S
H I C
S
T E
L
TEL
F I B
E R
C T
H
C T
H C
T H
CTH
TK 107
E
E
E
E E
E
E
C C
T V
C C
T V
C C
T V
C C
T V
5" CONDUIT
T
TELEPHONE BOX
H I C
S
C C
T V
C C
T V
C C
T V
C C
T V
C C
T V
C C
T V
C C
T V
C C
T V
C C
T V
C C
T V
2" CONDUIT
C
T
H
C T
H C
T H
F O
F O
E E
E E
E E
E
T E
L
E
GRND
STAKE
SLFCS ANTENNA
C
T
H
C
T
H
CS501
(TYP)
CS501
(TYP)
ES402
POLE
POLE
POLE
TERMINAL POST (TYP)
3'-6" (TYP)
STATIC TIE GRND FOR
FUEL TRUCK
F O
F O
100% DRAWING
16-1620
N
R E G
I O
N A L
00 20' 40'
GENERAL NOTES:
ESTIMATED ANTI-RAM CABLE SYSTEM MATERIAL
QUANTITIES
TERMINAL
POST (EA)
LINE POSTS
(EA)
CABLE ASSY
(EA)
CABLE LENGTH
(FT)
MEDIANS
(EA)
BOLLARDS
8 17 21 3339 7 6
H
IC
S
H
I C
S
H
IC
S
H
IC
S
H
IC
S
394'-4"
224'-8"
59'-11"
25'
334'-5"
99'
80'-8"
30'
42'
S A
N
S A
N
SAN
A R
A M
ARAM
ARAM
ARAM
ARAM
ARAM
ARAM
ARAM
A R
A M
A R
A M
A R
A M
A R
A M
ARAM
ARAM
ARAM
ARAM
ARAM
ARAM
ARAM
UHF A
NTENNA
S A
N
WEATHER TOWER
MISSILE ALERT FACILITY
J-01
P U
M P
O U
S E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
ABANDON HARD HF TRANSMIT
ANTENNA EXPECT
UNDERGROUND COPPER ARRAY
APPROX 1'-6" BELOW GRADE
HEATED EQUIP
STORAGE
BLDG.
TO
L
CC
G R
N D
G R
N D
2" CONDUIT
5" CONDUIT
PULL BOX
DUCT BANK
BOLLARDS
TERMINAL
T
Y P
ABANDON HARD HF RECEIVE
ANTENNA EXPECT
UNDERGROUND COPPER ARRAY
APPROX 1'-6" BELOW GRADE
S L F
C S
K
E
E
E
E
E
5" C O
N D
U
IT
T
TELEPHONE BOX
COMM
COMM
COMM
C O
M M
" C
O N
D U
IT
MEECN ANTENNA
RVA TOWER
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
E
C
T
H
C
T
H
C
T
H
C T
H
C T
H
FO
EEE
E
E
GRND
STAKE
SLFCS ANTENNA
CS501
(TYP)
C
T
H
ANTIRAM CABLE SYSTEM
(3'-6" FROM EXISTING FENCE
TYP)
MEDIANS
POLE
TERMINAL
POST (TYP)
ABANDON HARD HF RECEIVE
ANTENNA EXPECT
UNDERGROUND COPPER ARRAY
APPROX 1'-6" BELOW GRADE
3'-6" (TYP)
STATIC TIE GRND
FOR FUEL TRUCK
100% DRAWING
16-1620
00 20' 40'
N
R
E
G
I
O
N
A
L
GENERAL NOTES:
ESTIMATED ANTI-RAM CABLE SYSTEM MATERIAL
QUANTITIES
TERMINAL
POST (EA)
LINE POSTS
(EA)
CABLE ASSY
(EA)
CABLE LENGTH
(FT)
MEDIANS
(EA)
BOLLARDS
10 19 27 3334 7 6
GENERAL NOTES:
00 20' 40'
N
R
E
G
I
O
N
A
L
ESTIMATED ANTI-RAM CABLE SYSTEM MATERIAL
QUANTITIES
TERMINAL
POST (EA)
LINE POSTS
(EA)
CABLE ASSY
(EA)
CABLE LENGTH
(FT)
MEDIANS
(EA)
BOLLARDS
6 21 15 3082 7 6
N
REGIONAL
GENERAL NOTES:
00 20' 40'
ESTIMATED ANTI-RAM CABLE SYSTEM MATERIAL
QUANTITIES
TERMINAL
POST (EA)
LINE POSTS
(EA)
CABLE ASSY
(EA)
CABLE LENGTH
(FT)
MEDIANS
(EA)
BOLLARDS
10 20 27 3726 6 6
N
REGIONAL
GENERAL NOTES:
Scale: 1/8" = 1'-0"
DEMOLITION PLAN
00 8' 16'
N
REGIONAL
Scale: 1/8" = 1'-0"
CONTRUCTION PLAN
00 8' 16'
KEYED NOTES:
X
KEYED NOTES:
X
Scale: 1/8" = 1'-0"
DEMOLITION PLAN
00 8' 16'
Scale: 1/8" = 1'-0"
CONSTRUCTION PLAN
00 8' 16'
N
R E G
I O
N A L
N
R E G
I O
N A L
GENERAL NOTES:
KEYED NOTES:
X
U
U
S E
PULL BOX
DUCT BANK
DEMO GATE
E
E
E
E
E
E
E
E
FO
FO
FO
F O
FO
FO
F O
J-01
FO
FO
FO
FO
FO
FO
A R
A M
A R
A M
PULL BOX
DUCT BANK
BOLLARDS
E
E
E
E
E
E
E
C
T H
C T
H
CTH
C
TH
CTH
FO
FO
FO
F O
FO
FO
F O
C
T
H
C
T
H
C
T
H
C
T
H
C T
H
CTH
CX504
C X
CX505
J-01
MEDIANS
FO
FO
FO
FO
FO
FO
100% DRAWING
16-1620
Scale: 1/8" = 1'-0"
DEMOLITION PLAN
00 8' 16'
Scale: 1/8" = 1'-0"
CONSTRUCTION PLAN
00 8' 16'
N
R
E
G
I
O
N
A
L
N
R
E
G
I
O
N
A
L
GENERAL NOTES:
KEYED NOTES:
X
S
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
DEMO GATE
TK 107
F O
F O
F O
FO
F O
F O
F O
F O
2" CONDUIT
FO
E
E
E
E
E
E
K-01
F O
F O
F O
F O
F O
F O
S
A
N
S
A
N
S
A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
PULL BOX
DUCT BANK
BOLLARDS
GATE
TK 107
F O
F O
F O
FO
F O
F O
F O
F O
2" CONDUIT
FO
E
E
E
E
E
E
E
CX-5
CX505
CX502
CX505
CX504
CX505
K-01
MEDIANS
F O
F O
F O
F O
F O
F O
100% DRAWING
16-1620
Scale: 1/8" = 1'-0"
DEMOLITION PLAN
00 8' 16'
Scale: 1/8" = 1'-0"
CONSTRUCTION PLAN
00 8' 16'
N
R
E
G
I
O
N
A
L
N
R
E
G
I
O
N
A
L
KEYED NOTES:
GENERAL NOTES:
X
PUMP HOUSE
TK 107
E
E
E
E
E
F O
F O
F O
FO
F O
F O
F O
F O
FO
M-01
F O
F O
F O
F O
TK 107
ARAM
E
E
E
E
E
F O
F O
F O
FO
F O
F O
F O
F O
FO
CTH
C
T
H
C
T
H
C
T
H
C
T
H
C
T
H
CX504
CX504
CX505
M-01
F O
F O
F O
F O
F O
F O
100% DRAWING
16-1620
N
R E G
IO
N
A L
Scale: 1/8" = 1'-0"
DEMOLITION PLAN
00 1' 2'
N
R E G
IO
N
A L
Scale: 1/8" = 1'-0"
CONSTRUCTION PLAN
00 1' 2'
KEYED NOTES:
GENERAL NOTES:
X
N
REGIONAL
Scale: 1/8" = 1'-0"
DEMOLITION PLAN
00 8' 16'
N
REGIONAL
Scale: 1/8" = 1'-0"
CONTRUCTION PLAN
00 8' 16'
GENERAL NOTES:
KEYED NOTES:
X
Scale: 1/8" = 1'-0"
DEMOLITION PLAN
00 8' 16'
Scale: 1/8" = 1'-0"
CONSTRUCTION PLAN
00 8' 16'
N
R E G
I O
N A L
N
R E G
I O
N A L
GENERAL NOTES:
KEYED NOTES:
X
HIC
S
HIC
S
S A
N
P U
U
S E
E
E
E
E
E
E
TO LCC
G R
N D
G R
N D
G R
N D
G R
N D
G R
N D
G R
N D
GRND
PULL BOX
DUCT BANK
SLFC
S
S
LFC
S
S
LFC
S
DEMO GATE
H
IC
S
H
IC
S
E
E
E
E
E
E
E
5" C
ONDUIT
T
TELEPHONE BOX
TEL
COMM
C O
M M
COMM
C C
T V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
FO
FO
FO
F O
FO
FO
E
E
E
E
E
TEL
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
TEL
TEL
E
E
E
F O
GRND
STAKE
SLFCS ANTENNA
J-01
T
E
L
T
E
L
C
O
M
M
C
O
M
M
E
E
E
STATIC TIE GRND
FOR FUEL TRUCK
FO
FO
FO
FO
FO
FO
HIC
S
H
IC
S
S A
N
A R
A M
P U
U
S E
E
E
E
E
E
TO LCC
G R
N D
G R
N D
G R
N D
G R
N D
G R
N D
G R
N D
PULL BOX
DUCT BANK
BOLLARDS
S
LFC
S
S
LFC
S
S
LFC
S
H
IC
S
H
IC
S
E
E
E
E
E
E
E
5" C
ONDUIT
T
TELEPHONE BOX
TEL
COMM
C O
M M
COMM
C C
T V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
T H
C T
H
CTH
CTH
CTH
FO
FO
FO
F O
FO
FO
E
E
E
E
E
TEL
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
TEL
TEL
E
E
E
F O
GRND
STAKE
SLFCS ANTENNA
CX504
CX504
C
T
H
C
T
H
C
T
H
C
T
H
C T
H
CTH
J-01
T
E
L
T
E
L
C
O
M
M
E
M
EDIANS
STATIC TIE GRND
FOR FUEL TRUCK
FO
FO
FO
FO
FO
FO
100% DRAWING
16-1620
Scale: 1/8" = 1'-0"
DEMOLITION PLAN
00 8' 16'
Scale: 1/8" = 1'-0"
CONSTRUCTION PLAN
00 8' 16'
N
R
E
G
I
O
N
A
L
N
R
E
G
I
O
N
A
L
GENERAL NOTES:
KEYED NOTES:
X
I C
S
S
A
N
S
A
N
S A
N
S A
N S
A N
S A
N S
A N
S A
N S
A N
G R
N D
GRND GRND GRND GRND GRND GRND GRND GRND
GRND GRND
S L F
C S
S L F
C S
S L F
C S
S L F
C S
S L F
C S
DEMO GATE
H I C
S H
I C
S H
I C
S
T
E
L
T E
L
T E
L
T E
L
T E
L
F
I B
E
R
F I B
E
R
F I B
E R
F I B
E R
F I B
E R
TK 107
F O
F O
F O
FO
F O
F O
F O
T E
L
T E
L T
E L
2" CONDUIT
FO
GRND
STAKE
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C C
T V
C C
T V
C C
T V
C C
T V
C C
T V
C C
T V
C C
T V
5" CONDUIT
T
T E
L
COMM
COMM COMM
C
O
M
M
C
O
M
M
E
E
E
E
E
E
T
E
L
T
E
L
T
E
L
T E
L
T E
L
T E
L
T E
L
T
E
L
T
E
L
T
E
L
T
E
L
1 2
K-01
E
E
E
C
O
M
M
C
O
M
M
STATIC TIE GRND
FOR FUEL TRUCK
F O
F O
F O
F O
F O
F O
H I C
S
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S A
N
S A
N S
A N
S A
N S
A N
S A
N S
A N
TO LCC
E
E
E
EEE
PULL BOX
DUCT BANK
BOLLARDS
E
E
G R
N D
GRND GRND GRND GRND GRND GRND GRND GRND GRND GRND
GRND GRND
S L F
C S
S L F
C S
S L F
C S
S L F
C S
S L F
C S
GATE
H I C
S H
I C
S H
I C
S
C
T
H
C
T H
C T
H
C T
H
C T
H
C T
H
C T
H
T
E
L
T E
L
T E
L
T E
L
T E
L
F
I B
E
R
F I B
E
R
F I B
E R
F I B
E R
F I B
E R
TK 107
F O
F O
F O
FO
F O
F O
F O
E E
E E
E E
T E
L
E E E E E
E E E E E
E E E E E
E E E E E
E
E
E
E
E
E
E E
E E
T E
L T
E L
E E
E E
(2) 3-1/2" PWR CONDUITS
(1) 4" COMM CONDUIT
2" CONDUIT
FO
GRND
STAKE
CCTV
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C
C
T
V
C C
T V
C C
T V
C C
T V
C C
T V
C C
T V
C C
T V
C C
T V
C C
T V
C C
T V
C C
T V
5" CONDUIT
T
T E
L
COMM
COMM
COMM
C
O
M
M
C
O
M
M
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
T
E
L
T
E
L
T
E
L
T E
L
T E
L
T E
L
T E
L
T
E
L
T
E
L
LOAD CENTER AND
CONTROLS FOR
FUEL TANKS
T
E
L
T
E
L
DISCONNECT SWITCHES
FOR FUEL TANK LOAD
CENTER AND CATHOTIC
PROTECTION
C
X
CX504
C
T
H
C
T
H
C
T
H
C
T
H
C
T
H
CTH
C T
H C
T H
K-01
CTH
MEDIANS
E
C C
T V
STATIC TIE GRND
FOR FUEL TRUCK
F O
F O
F O
F O
F O
F O
100% DRAWING
16-1620
Scale: 1/8" = 1'-0"
DEMOLITION PLAN
00 8' 16'
Scale: 1/8" = 1'-0"
CONSTRUCTION PLAN
00 8' 16'
N
R
E
G
I
O
N
A
L
N
R
E
G
I
O
N
A
L
GENERAL NOTES:
KEYED NOTES:
X
I C
S
H
I C
S
S A
N
E
E
E
E
E
5" CO 6'-0" MIN BG
E
E
E
E
SLFCS ANTENNA
To LCC
H I C
S H
I C
S H
I C
S H
I C
S
TK 107
5" CONDUIT
T
TELEPHONE BOX
T E
L
C O
M M
COMM
COMM
C
O
M
M
E
E
E
E
E
F O
F O
F O
FO
F O
F O
F O
F O
E
E
E
E
E
E
T E
L
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
T E
L
T E
L
E
E
E
E
FO
GRND
STAKE
E
M-01
E
E
E
C
O
M
M
C
O
M
M
CCTV
CCTV
CCTV
CCTV
CCTV
CCTV
CCTV
CCTV
CCTV
CCTV
STATIC TIE GRND
FOR FUEL TRUCK
F O
F O
F O
F O
F O
F O
H
I C
S
H
I C
S
S A
N
E
E
E
E
E
E
E
5" CO 6'-0" MIN BG
E
E
E
E
SLFCS ANTENNA
To LCC
H I C
S H
I C
S H
I C
S H
I C
S
TK 107
5" CONDUIT
T
TELEPHONE BOX
T E
L
C O
M M
COMM
COMM
C
O
M
M
E
E
E
F
F O
F O
FO
F O
F O
F O
F O
E
E
E
E
E
E
T E
L
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
T E
L
T E
L
E
E
E
E
FO
GRND
STAKE
E
CX504
CX504
C T
H C
T H
CTH
C
T
H
C
T
H
C
T
H
C
T
H
C
T
H
M-01
CCTV
CCTV
CCTV
CCTV
CCTV
CCTV
CCTV
CCTV
STATIC TIE GRND
FOR FUEL TRUCK
F O
F O
F O
F O
F O
F O
100% DRAWING
16-1620
N
R E G
IO
N
A L
Scale: 1/8" = 1'-0"
DEMOLITION PLAN
00 1' 2'
N
R E G
IO
N
A L
Scale: 1/8" = 1'-0"
CONSTRUCTION PLAN
00 1' 2'
GENERAL NOTES:
KEYED NOTES:
X
ALL HARDWARE
SHALL BE
GALVANIZED
1-1/4 X 18 JAW X JAW
TURNBUCKLE W/ PINS
AND COTTER PINS
" CLIP PLATE
THIMBLE EXTRA
HEAVY
GRIP
SEIZING (SEE NOTE BELOW)
1'=9" MINIMUM
TURN BACK
3"
5"5"5"
CLOSE
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.
6"
6"
TERMINAL POST
50'
2'-6"
HSS16X16X3/8
TERMINAL POST
50' 50'
SEE PLANS MAX DISTANCE 400'
UNLESS STATED OTHERWISE
CX501
4" SCH 80 LINE POST
TERMINAL (ANCHOR) POST
LINE POST
CX501
CX501
TERMINAL (ANCHOR) POST
GRADE
CX501
(SIMILAR)
2'-6"
GRADE
2'-6"
GRADE
2'-6"
GRADE
MAX SAG 6"
MAX SAG 6"
MAX SAG 6"
CX502
SEE PLAN
FOR TYPE
CX502
SEE PLAN
FOR TYPE
4'
(7) #3 RINGS
SPACED 6" OC
1'-2"
1'-2"
1'-2"
1'-2"
HSS 16X16X0.375 POST GALVANIZED
COMPLETELY FILLED W/ CONCRETE
1" CONCRETE CROWN
POST 6'
CONCRETE 8'
6"
6"
6"
2'-6"
4"
(12) #5 REBAR
VERICALS
(10) #3 REBAR
RINGS 2'-4" Ø
CONCRETE Ø3'
CX501
GRADE
HSS 16X16X3/8 POST W/ 1-
" GROUT
WASH DOME
CX502
SEE PLAN
FOR TYPE
LINE POST FILLED
W/ CONCRETE
6"
3'
1'-4" (TYP)
6"
6"
6"
2'-6"
4" SCH 40 POST W/ CLIP
GALVANIZED
CONCRETE Ø1'-4"
1" CONCRETE CROWN
CX501
CX502
6"
6"
1'-5"
" 2
Ø1
Ø1
Ø1
3 8
P
L A
T E
" PLATE
" CLIP PLATE
SWAGE OPEN END
W/ PIN & COTTER PIN
TERMINAL POST GALVANIZED
FILLED W/ CONCRETE AND
CAPPED W/ 1-
" GROUT WASH
DOME
6"
6"
SWAGE OPEN END
W/ PIN & COTTER PIN
PLAN
6"
6"
LINE POST
GALVANIZED
FILLED W/
CONCRETE AND
CAPPED W/ 1"
GROUT WASH
DOME
CLIP PLATE
CABLE
100% DRAWING
16-1620
ELEVATION
PLAN
Scale: 1/4" = 1'
ANTI-RAM CABLE SYSTEM
Scale: 1-1/2" = 1'
SWAGE END
Scale: 1/2" = 1'
TERMINAL POST
Scale: 1/2" = 1'
LINE POST
Scale: 6" = 1'
CLIP PLATE
Scale: 1-1/2" = 1'
LINE POST SUPPORT
Scale: 1-1/2" = 1'
TURNBUCKLE END
CONCRETE
FOOTING
NOTE: STEEL PIPE FOR BOLLARDS SHALL
CONFORM TO ASTM A53, TYPE E OR S, GALVANIZED.
4'
3'
4'-4"
2' DIA (MIN)
8" DIAMETER-
SCHEDULE 80 STEEL
PIPE (FILL POST WITH
CONCRETE)
GALVANIZED
" TALL GROUT
WASH DOME
1"
CROWN
GRADE
SURFACE
CLIP
A
A
CORNER TERMINAL
POST
END TERMINAL
POST
MID TERMINAL
POST
HSS16X16X3/8
A500 GR B
90°
CLIP
A
CLIP
90°
8"
HSS16X16X3/8
A500 GR B
90°
8"
A
A
CLIP
90°
8"
CLIP
90°
8"
HSS16X16X3/8
A500 GR B
3/8 1-1/2" - 6"
PREHEAT TO
200°F MIN.
3/8 1-1/2" - 6"
1'-5"
8'-3
10'
3/8
PREHEAT TO
200°F MIN.
2'-6"
WRAP WELD AROUND BOTH ENDS
SEAM WELD IF NECESSARY THIS
END ONLY
EXTENSION IF NECESSARY.
MAX LENGTH 2-6".
"A" ELEVATION
PLANS
HSS 16X16X3/8 A500 GR B. PAINT
SAFETY YELLOW AFTER WELDING
8"
1'-5"
5'-3
7'
1'-6"
3/8 1-1/2" - 3"
3/8 1-1/2" - 3"
3/8
WRAP WELD AROUND BOTH ENDS
SEAM WELD IF NECESSARY THIS
END ONLY
EXTENSION IF NECESSARY.
MAX LENGTH 1'-6".
4" SCH 80 A53 PIPE PAINT SAFETY
YELLOW AFTER WELDING
A
"A" ELEVATION
90°
PLAN
ELEVATION PROFILE
PLAN
PROTECTED SIDE
THREAT SIDE
3"
6"
(2)-
"Ø A325 GALV BOLT
ASSEMBLIES. STRIP
EXPOSED THREADS. (TYP @
EA BOLLARD, SPACED EVERY
3' TO 6' OC)
GALV CHANNEL, C12x20.7
NOTE: CRASH CHANNEL
GALVANIZED
NOTE: CHANNEL
SPLICES SHALL
OCCUR AT
MID-SPAN B/W
BOLLARDS
100% DRAWING
16-1620
Scale: 1" = 1'
TERMINAL POST
Scale: 1" = 1'
LINE POST
Scale: 1" = 1'
CONCRETE FILLED BOLLARD
Scale: 1" = 1'
CHANNEL FOR BOLLARDS
Gate Installation
Scale: NTS
Roadway Concrete
Scale: NTS
Rebar Assembly
Scale: NTS
Rebar Mat And Stirrups
POWER PULL BOX COMMUNICATION PULL BOX
WATER TIGHT SEAL
3'-6
6"
1'-7"
(APPROX)
6"
GRADE
WATER TIGHT SEAL
WATER TIGHT SEAL
BETWEEN COUNDUITS
POLY COATED STEEL
CONDUIT SEALED
WATER TIGHT
ENGINEERED FILL 6" BTM AND 8" SIDES
WATER TIGHT SEAL
BETWEEN CONDUITS
GROUT ALL CONDUIT
PENETRATIONS INTO BOX
AND SEAL WATER TIGHT
GROUT ALL CONDUIT
PENETRATIONS INTO BOX
AND MAKE WATER TIGHT
POLY COATED STEEL
CONDUITS SEALED
WATER TIGHT
ENGINEERED FILL 6" BTM & 8" SIDES
1'-2
4" ASPHALT
6 MIL. POLY SHEET BOND BREAKER
COVERING UTILIZED W/ FLOWABLE
FILL
8"
PATCH W/ HOT MIX ASPHALT OR 4000 PSI
REINFORCED CONCRETE
SAW CUT STRAIGHT & NEAT
BEFORE PATCHING. TACK COAT
1'-3" APPROX
4" CONDUIT
4.5" OD
6"
100% DRAWING
16-1620
Scale: 1" = 1-0'
DOUBLE PULL BOX DETAIL
Scale: 1" = 1-0'
DUCT BANK
NTS
DUCT BANK
NTS
GATE REBAR LAYOUT FOR OPERATOR PAD
6" THICK
CONC. EDGING
4" THICK CRUSHED
GRAVEL (TYP.)
ROCK MULCH
4" THICK W/ WEED BARRIER
ROCK MULCH
GRADE40 #3 BARS @ 12" O.C.
EACH WAY (CENTERED IN SLAB)
FABRIC OR 4" ASPHALT
4" THICK W/ WEED BARRIER
FABRIC OR 4" ASPHALT
CX-503
CX-503
CX-502
5'
9'-11"
2'
1'-9"
CX-502
TYP 5" MAX BTWN
STANCHION & FENCE
POST
4" SCH.80
GALV. POST
FENCE GALV.
ADDITIONAL
CONCRETE
TO INCLUDE
IN MONOPOUR
CX-506
4'-3"4'-3"
4" SCH.80
GALV. POST
MAX 5" CLEARANCE
BTWN GATE AND ROAD
(BOLLARDS)
1'-6"
HSS 16X16X0.375 POST GALVANIZED
COMPLETELY FILLED W/ CONCRETE
1" CONCRETE CROWN
GRADE
TIGHT TO POST ZIP TIE
HMWPE CABLE #6 SEE PLANS FOR
CONTINUATION AND DETAIL 5 THIS
DRAWING FOR TERMINATION
1'
CADWELD W/ ROYSTON HANDY
CAP AND COAT W/ KOP-COAT
BITUMASTIC. TOUCH-UP POST W/
COLD COMPOUND ZINC
WYE SPLICE
FILL HOLE
MOLDED
PLASTIC BODY
SCOTCHCAST RESIN
CRIMPIT
EXISTING CATHODIC
CABLE
NEW CATHODIC
CABLE
100% DRAWING
16-1620
1-1/2" = 1'
CONCRETE CURB SECTION
3/16" = 1'
NEW GATE DETAIL
NTS
CONCRETE BARRIER DETAIL
Scale: 1/2" = 1'
CATHODIC POST BOND
1'0" = 1'0"
CATHODIC SYSTEM SPLICE
NO SCALE
NO SCALE
NO SCALE
STEEL POST SCHEDULE
USE AND SECTION
CHAIN-LINK SECURITY FENCE DETAIL
H-BEAM
BRACE RAIL CLAMP DETAILS
TRUSS ROD AND BAND
TENSION BAND DETAIL
FASTENING DETAILS
H-BEAM ROUND POST
LINE POST ATTACHMENTS
BRACE PANEL DETAIL
TOP OR BRACE RAIL ATTACHMENT
ROUND POST
LINE POST
EXTENSION ARM DETAILS
CORNER POST
END OR GATE POST DETAIL
NO SCALE
NO SCALE
| TITLE PAGE |
| GENERAL NOTES |
| GENERAL NOTES |
| E-01 |
| I-01 |
| J-01 |
| K-01 |
| M-01 |
| E-01 |
| I-01 |
| J-01 |
| K-01 |
| M-01 |
| E-01 |
| I-01 |
| J-01 |
| K-01 |
| M-01 |
| DETAIL2 |
| DETAIL2 |
File details come from the government source that posted it. Updated .