Drawngs Set 7.pdf
PDF 2 MB Posted
- Solicitation number
- 36C24622B0003
About this file
This presolicitation notice is for project 558-17-207 to install security fencing around the Durham VA Medical Center campus in Durham, North Carolina. The Department of Veterans Affairs requires a contractor to provide all administration, labor, materials, tools, equipment, transportation, permits, licenses, and qualified supervision for the installation of security fencing. The NAICS code is 238990 for specialty trade contractors and the estimated value is $16.5 million. This solicitation will be a total service-disabled veteran owned small business set-aside. The solicitation material will be available on or about December 9, 2021. Prospective offerors should register on sam.gov and vetsbiz.gov if applicable to receive notifications. To be eligible for award, contractors must be registered in SAM. Questions can be directed to the contracting specialist via email provided by the deadline.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 36C24622B0003 0002.docx | DOCX document | |
| Drawings Set 2.pdf | ||
| 36C24622B0003 0001.docx | DOCX document | |
| Drawngs Set 1.pdf | ||
| Attachment A - Itemized Schedule of Values Cost Breakdown.xlsx | XLSX spreadsheet | |
| Drawngs Set 5.pdf | ||
| Drawngs Set 4.pdf | ||
| Drawngs Set 6.pdf | ||
| 36C24622B0003.docx | DOCX document | |
| Specifications.pdf | ||
| Drawngs Set 3.pdf |
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
X X
X X
X
X
GATE
GATE
P-1
P-1
P-1
P-1
P-1
P-1
P-2
P-1
P-1
P-1
P-3
X X
X X
X X
X X
X
X X
X
GATE
P-1
P-2
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1 l l l l
X X
X X
P-1
ENLARGED SITE PLANS -
AREA H AND J
A104
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
BID DOCUMENTS
Office of
Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
INSTALL SECURITY FEATURES
VA MEDICAL CENTER, DURHAM, NC
558-17-207
N/A Project Director
07/06/2020 PB AH/DBRevisions: Date:
AutoCAD SHX Text A104
AutoCAD SHX Text
AutoCAD SHX Text 1/16" = 1'-0"
AutoCAD SHX Text
AREA J - ENLARGED SITE PLAN
AutoCAD SHX Text
OPEN POSITION
AutoCAD SHX Text A202
AutoCAD SHX Text
AutoCAD SHX Text A202
AutoCAD SHX Text
AutoCAD SHX Text
RAIL ROAD TIE WALL
AutoCAD SHX Text
AutoCAD SHX Text
GV
AutoCAD SHX Text
WV
AutoCAD SHX Text
FH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
MODULAR OFFICE
AutoCAD SHX Text
BRICK SIGN
AutoCAD SHX Text
APPROXIMATE R/W
AutoCAD SHX Text
HEIGHT:22.7'
AutoCAD SHX Text
METAL SIGN
AutoCAD SHX Text 51'-0"+/-
AutoCAD SHX Text 51'-0"+/-
AutoCAD SHX Text 51'-0"+/-
AutoCAD SHX Text 36'-6"+/-
AutoCAD SHX Text 135°
AutoCAD SHX Text 50'-6"+\-
AutoCAD SHX Text 50'-6"+\-
AutoCAD SHX Text 153.5°+/-
AutoCAD SHX Text
EA
AutoCAD SHX Text 254'-6"
AutoCAD SHX Text
(5) EQ SPACED MAS PIERS
AutoCAD SHX Text A104
AutoCAD SHX Text
AutoCAD SHX Text 1/16" = 1'-0"
AutoCAD SHX Text
AREA H - ENLARGED SITE PLAN
AutoCAD SHX Text
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text A202
AutoCAD SHX Text
AutoCAD SHX Text R535'-0"
AutoCAD SHX Text 47'-8"+/-
AutoCAD SHX Text 48'-2"+/-
AutoCAD SHX Text 41'-0"+/-
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text
HOLD FENCING AND PIERS TIGHT TO BACK OF DRIVEWAY CURB
AutoCAD SHX Text
HOLD FENCING AND PIERS TIGHT TO BACK OF DRIVEWAY CURB
AutoCAD SHX Text
KEY NOTES (ALL NOTES NOT USED ON ALL SHEETS)(ALL NOTES NOT USED ON ALL SHEETS)
AutoCAD SHX Text
INSTALL CONTINUOUS STEEL FENCE PANEL AND POST SYSTEM. REFER TO SHTS A201 - A203
AutoCAD SHX Text
INSTALL PEDESTRIAN GATE. REFER TO 7/A201.
AutoCAD SHX Text
INSTALL NON-MOTORIZED CANTILEVER VEHICULAR GATE. REFER TO SHT A202
AutoCAD SHX Text
SITE PLAN LEGEND
AutoCAD SHX Text
NEW STEEL FENCE CONSTRUCTION
AutoCAD SHX Text
NEW OPENING PROTECTION @ GARAGE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
EXISTING CONSTRUCTION TO REMAIN
AutoCAD SHX Text
CONTOUR LINE
AutoCAD SHX Text
EDGE OF EXISTING BUILDING
AutoCAD SHX Text
UNDERGROUND ELECTRICAL (FV)
AutoCAD SHX Text
UNDERGROUND WATER LINE (FV)
AutoCAD SHX Text
UNDERGROUND SEWER LINE (FV)
AutoCAD SHX Text
UNDERGROUND GAS LINE (FV)
AutoCAD SHX Text
EXISTING FENCING TO REMAIN
AutoCAD SHX Text
DEMOLISH EXISTING CHAIN LINK FENCE
AutoCAD SHX Text
UNDERGROUND TELEPHONE (FV)
AutoCAD SHX Text
UNDERGROUND STORM LINE (FV)
AutoCAD SHX Text
TRAFFIC SIGNAL BOX (FV)
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL NON-MOTORIZED SWINGING VEHICULAR GATE. REFER TO SHT A202
AutoCAD SHX Text
CAST-IN PLACE CONC PIERS WITH CAST STONE AND BRICK VENEER
AutoCAD SHX Text
INSTALL NEW STEEL BOLLARD. REFER TO 8/A203.
AutoCAD SHX Text GENERAL NOTES A. MARK SITE FOR UNDERGROUND UTILITIES BEFORE MARK SITE FOR UNDERGROUND UTILITIES BEFORE ANY EXCAVATION TAKES PLACE. COORDINATE FENCE COORDINATE FENCE POST FOOTINGS WITH UNDERGROUND UTILITY LOCATIONS. B. DRAWINGS SHOW DESIGN INTENT AND ARE SUBJECT DRAWINGS SHOW DESIGN INTENT AND ARE SUBJECT TO BE ADJUSTED WITH RESPECT TO SURVEY INFORMATION AND FIELD MEASUREMENTS. C. PROVIDE METAL GROUND SLEEVES AT ALL SWINGING PROVIDE METAL GROUND SLEEVES AT ALL SWINGING METAL GROUND SLEEVES AT ALL SWINGING GATES FOR GROUND RECEIVERS TO HOLD GATE IN THE OPEN AND CLOSED POSITION. VERIFY LOCATION WITH COR. TYPICAL FOR ALL GATES. PROVIDE ONE METAL SLEEVE AT PAIR OF SWINGING GATES AT PROPER LOCATION AT CLOSED POSITION. D. HINGE-SIDE SWINGING GATE POSTS AND FOOTERS HINGE-SIDE SWINGING GATE POSTS AND FOOTERS TO BE ENTIRELY BY VENDOR. E. CANTILEVERED GATE POSTS, RECEIVERS AND CANTILEVERED GATE POSTS, RECEIVERS AND FOOTERS TO BE ENTIRELY BY VENDOR F. WHERE TYPICAL 8'-0" WIDE FENCE PANELS ARE WHERE TYPICAL 8'-0" WIDE FENCE PANELS ARE NOT USED, BOTH END PANELS SHALL BE OF EQUAL DIMENSION AND NOT LESS THAN 4'-0" WIDE.
AutoCAD SHX Text
CONCRETE PIER DESIGNATION (P-1 0R P-2). SEE STRUCT SECTIONS ON SHEET S301
AutoCAD SHX Text N
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text A, AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text J
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text K
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text No. 8509
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text 0'
AutoCAD SHX Text
SCALE: 1/16"=1'-0"
AutoCAD SHX Text 8'
AutoCAD SHX Text 16'
AutoCAD SHX Text 32'
AutoCAD SHX Text 48'
AutoCAD SHX Text
NORTH
SECTION / ELEVATIONSIDE ELEVATION
SECTION / ELEVATION
SIDE ELEVATION
SECTION / ELEVATIONSIDE ELEVATION
SECTION / ELEVATION
SECTION / ELEVATION
SECTION / ELEVATION
SIDE ELEVATION
PLAN VIEW
TYPICAL FENCING ELEVATIONS
A201
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
BID DOCUMENTS
Office of
Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
INSTALL SECURITY FEATURES
VA MEDICAL CENTER, DURHAM, NC
558-17-207
N/A Project Director
07/06/2020 PB AH/DBRevisions: Date:
AutoCAD SHX Text A201
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
TYPICAL SINGLE GATE - PEDESTRIAN
AutoCAD SHX Text 0'
AutoCAD SHX Text
SCALE: 1/2"=1'-0"
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 6'
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 0'
AutoCAD SHX Text
SCALE: 1/2"=1'-0"
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 6'
AutoCAD SHX Text
FENCE PANELS TO FOLLOW GROUND SLOPE - INSTALL LEVEL WHERE POSSIBLE. TYP.
AutoCAD SHX Text
AutoCAD SHX Text
THIS ELEVATION CAN BE USED UP TO MFGR'S MAX ANGLE
AutoCAD SHX Text
(VARIES WITH SLOPE ANGLE)
AutoCAD SHX Text
LIMITED 12'-0" HIGH FENCING REQUIRED ALONG NORTH PROPERTY LINE. SEE SHT A100A
AutoCAD SHX Text A201
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
SLOPED FENCE PANEL CONDITIONS
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text
VERIFY MINIMUM POST FOOTING DEPTH WITH MANUFACTURER - TYPICAL AT ALL FENCE POSTS
AutoCAD SHX Text 0'
AutoCAD SHX Text
SCALE: 1/2"=1'-0"
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 6'
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text
12' ALONG PORTION OF NORTH PROPERTY LINE. SEE PLANS FOR LOCATIONS
AutoCAD SHX Text
LIMITED 12'-0" HIGH FENCING REQUIRED ALONG NORTH PROPERTY LINE. SEE SHT A100A
AutoCAD SHX Text A201
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
LEVEL FENCE PANEL CONDITIONS
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
VERIFY MINIMUM POST FOOTING DEPTH WITH MANUFACTURER - TYPICAL AT ALL POSTS.
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
VARIES
AutoCAD SHX Text 0'
AutoCAD SHX Text
SCALE: 1/2"=1'-0"
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 6'
AutoCAD SHX Text A201
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
TYPICAL SWINGING GATE ELEVATION
AutoCAD SHX Text
DROPROD (TYP)
AutoCAD SHX Text
LOCKABLE LATCH HARDWARE (TYP)
AutoCAD SHX Text
STL GROUND RECEIVER (TYP)
AutoCAD SHX Text
NOTES ARE TYPICAL FOR ALL TRAFFIC SWINGING GATES
AutoCAD SHX Text GATE POST LOCATIONS VARY OFF DIFFERENT FACES OF MAS PIERS. SEE PLANS FOR EACH CONDITION (EACH SIDE)
AutoCAD SHX Text
GATE POST FOOTERS BY VENDOR
AutoCAD SHX Text
PRECAST CONC CAP: GROUT TO PIER
AutoCAD SHX Text
CAST STONE SILL
AutoCAD SHX Text
RUNNING BOND BRICK VENEER
AutoCAD SHX Text
SAILOR COURSING BRICK INSET
AutoCAD SHX Text
BRICK LEDGE BELOW GRADE
AutoCAD SHX Text
POURED CONC PIER: SEE STRUCT
AutoCAD SHX Text
CONC FOOTER: SEE STRUCT
AutoCAD SHX Text A201
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
TYPICAL MASONRY PIER ELEVATION AND SECTION
AutoCAD SHX Text 0'
AutoCAD SHX Text
SCALE: 1/2"=1'-0"
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 6'
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text 0'
AutoCAD SHX Text
SCALE: 1/2"=1'-0"
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 6'
AutoCAD SHX Text
8'-0" MAX
AutoCAD SHX Text
8'-0" MAX
AutoCAD SHX Text
8'-0" MAX
AutoCAD SHX Text
8'-0" MAX
AutoCAD SHX Text
8'-0" MAX
AutoCAD SHX Text
8'-0" MAX
AutoCAD SHX Text
8'-0" MAX
AutoCAD SHX Text
8'-0" MAX
AutoCAD SHX Text A201
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
STEPPED FENCE PANEL CONDITIONS
AutoCAD SHX Text
LIMITED 12'-0" HIGH FENCING REQUIRED ALONG NORTH PROPERTY LINE. SEE SHT A100A
AutoCAD SHX Text 0'
AutoCAD SHX Text
SCALE: 1/2"=1'-0"
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 6'
AutoCAD SHX Text
TYP FENCE POST
AutoCAD SHX Text
TYP FENCE PANEL
AutoCAD SHX Text
GATE RECEIVER POST
AutoCAD SHX Text
GATE RECEIVER
AutoCAD SHX Text
GATE MOUNTING POST
AutoCAD SHX Text
GATE MOUNTING POST
AutoCAD SHX Text
ADD GATE POST @ CONCRETE PIER TO REDUCE INTRUDER CLEARANCE (TYP)
AutoCAD SHX Text
- VARIES - SEE PLANSVARIES - SEE PLANS
AutoCAD SHX Text
- VARIES - SEE PLANSVARIES - SEE PLANS
AutoCAD SHX Text
MASONRY FENCE PIER
AutoCAD SHX Text
MASONRY FENCE PIER
AutoCAD SHX Text A201
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
TYPICAL SLIDING CANTILEVERED GATE PLAN - VEHICULAR
AutoCAD SHX Text
TYP FENCE PANEL
AutoCAD SHX Text N
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text A, AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text J
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text K
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text No. 8509
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text T
I
SECTION / ELEVATION
SIDE ELEVATION
SECTION / ELEVATION
SIDE ELEVATION
SECTION / ELEVATION
SECTION / ELEVATION
SECTION / ELEVATION
PLAN VIEW
SECTION / ELEVATION
GATE ELEVATIONS
A202
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
BID DOCUMENTS
Office of
Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
INSTALL SECURITY FEATURES
VA MEDICAL CENTER, DURHAM, NC
558-17-207
N/A Project Director
07/06/2020 PB AH/DBRevisions: Date:
AutoCAD SHX Text
SCALE: 3/8"=1'-0"
AutoCAD SHX Text 0'
AutoCAD SHX Text 8'
AutoCAD SHX Text 6'
AutoCAD SHX Text 4'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text
EXISTING PARKING GARAGE
AutoCAD SHX Text
REFER TO MAS PIER SECTIONS AND DETAILS ON SHT A203
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text
REFER TO MAS PIER SECTIONS AND DETAILS ON SHT A203
AutoCAD SHX Text
OPEN POSITION
AutoCAD SHX Text
OPEN POSITION
AutoCAD SHX Text A202
AutoCAD SHX Text
AutoCAD SHX Text 3/8" = 1'-0"
AutoCAD SHX Text
ELEVATION - NORTH GATE 11
AutoCAD SHX Text
SCALE: 3/8"=1'-0"
AutoCAD SHX Text 0'
AutoCAD SHX Text 8'
AutoCAD SHX Text 6'
AutoCAD SHX Text 4'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 41'-0"+/-
AutoCAD SHX Text 41'-0"+/-
AutoCAD SHX Text 41'-0"+/-
AutoCAD SHX Text 41'-0"+/-
AutoCAD SHX Text 41'-0"+/-
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
OPEN POSITION
AutoCAD SHX Text A201
AutoCAD SHX Text
AutoCAD SHX Text A202
AutoCAD SHX Text
AutoCAD SHX Text 3/8" = 1'-0"
AutoCAD SHX Text
ELEVATION - SOUTHWEST GATE 3
AutoCAD SHX Text
SCALE: 3/8"=1'-0"
AutoCAD SHX Text 0'
AutoCAD SHX Text 8'
AutoCAD SHX Text 6'
AutoCAD SHX Text 4'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text
(SIM AT GATES 4, 5, 7) (SEE PLANS FOR SWING)
AutoCAD SHX Text A202
AutoCAD SHX Text
AutoCAD SHX Text 3/8" = 1'-0"
AutoCAD SHX Text
ELEVATION - NORTHEAST PEDESTRIAN GATE 8
AutoCAD SHX Text
SCALE: 3/8"=1'-0"
AutoCAD SHX Text 0'
AutoCAD SHX Text 8'
AutoCAD SHX Text 6'
AutoCAD SHX Text 4'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text
VERIFY MINIMUM POST FOOTING DEPTH WITH MANUFACTURER - TYPICAL AT ALL GATE POSTS.
AutoCAD SHX Text
SEE ELEVATION 1/A301 FOR ALL TYPICAL SWINGING GATE NOTES
AutoCAD SHX Text A202
AutoCAD SHX Text
AutoCAD SHX Text 3/8" = 1'-0"
AutoCAD SHX Text
ELEVATION - MAIN ENTRANCE GATE 6
AutoCAD SHX Text
SCALE: 3/8"=1'-0"
AutoCAD SHX Text 0'
AutoCAD SHX Text 8'
AutoCAD SHX Text 6'
AutoCAD SHX Text 4'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text NOTE: VEHICLE BARRIER SHOWN INCLUDING, BUT NOT LIMITED TO VEHICLE BARRIER SHOWN INCLUDING, BUT NOT LIMITED TO VEHICLE BARRIER SHOWN INCLUDING, BUT NOT LIMITED TO BARRIER SHOWN INCLUDING, BUT NOT LIMITED TO BARRIER SHOWN INCLUDING, BUT NOT LIMITED TO SHOWN INCLUDING, BUT NOT LIMITED TO SHOWN INCLUDING, BUT NOT LIMITED TO INCLUDING, BUT NOT LIMITED TO INCLUDING, BUT NOT LIMITED TO BUT NOT LIMITED TO BUT NOT LIMITED TO NOT LIMITED TO NOT LIMITED TO LIMITED TO LIMITED TO TO TO FRAMING AND FOUNDATION. DESIGN SHALL BE BY THE VEHICLE AND FOUNDATION. DESIGN SHALL BE BY THE VEHICLE AND FOUNDATION. DESIGN SHALL BE BY THE VEHICLE FOUNDATION. DESIGN SHALL BE BY THE VEHICLE FOUNDATION. DESIGN SHALL BE BY THE VEHICLE DESIGN SHALL BE BY THE VEHICLE DESIGN SHALL BE BY THE VEHICLE SHALL BE BY THE VEHICLE SHALL BE BY THE VEHICLE BE BY THE VEHICLE BE BY THE VEHICLE BY THE VEHICLE BY THE VEHICLE THE VEHICLE THE VEHICLE VEHICLE VEHICLE BARRIER MANUFACTURER AND RATED FOR 50MPH AND 15,000lb MANUFACTURER AND RATED FOR 50MPH AND 15,000lb MANUFACTURER AND RATED FOR 50MPH AND 15,000lb AND RATED FOR 50MPH AND 15,000lb AND RATED FOR 50MPH AND 15,000lb RATED FOR 50MPH AND 15,000lb RATED FOR 50MPH AND 15,000lb FOR 50MPH AND 15,000lb FOR 50MPH AND 15,000lb 50MPH AND 15,000lb 50MPH AND 15,000lb AND 15,000lb AND 15,000lb 15,000lb 15,000lb VEHICLE. BASIS OF DESIGN: AMERISTAR STALWART M50/P1
AutoCAD SHX Text A202
AutoCAD SHX Text
AutoCAD SHX Text 3/8" = 1'-0"
AutoCAD SHX Text
TRAFFIC BARRIER PLAN AND ELEVATION
AutoCAD SHX Text
SCALE: 3/8"=1'-0"
AutoCAD SHX Text 0'
AutoCAD SHX Text 8'
AutoCAD SHX Text 6'
AutoCAD SHX Text 4'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text
(GATE 2 IS SIM AND OPP HAND)
AutoCAD SHX Text
(24'-0"+/- @ GATE 2)
AutoCAD SHX Text
HINGE SIDE AT GATE 2 IS STEEL POST
AutoCAD SHX Text A202
AutoCAD SHX Text
AutoCAD SHX Text 3/8" = 1'-0"
AutoCAD SHX Text
ELEVATION - SOUTHWEST GATE 1
AutoCAD SHX Text N
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text A, AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text J
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text K
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text No. 8509
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text T
TYPICAL FENCE, GATE &
SITE SECTIONS AND DETAILS
A203
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
BID DOCUMENTS
Office of
Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
INSTALL SECURITY FEATURES
VA MEDICAL CENTER, DURHAM, NC
558-17-207
N/A Project Director
07/06/2020 PB AH/DBRevisions: Date:
AutoCAD SHX Text
SLIP CONNECTIONS AT EITHER TOP OR BOTTOM
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text
VIEWED FROM INSIDE PARKING DECK
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text
8'-0" MAX
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
PARKING DECK INFILL RAILING ISOMETRIC 1
AutoCAD SHX Text
MIRRORED
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
TYPICAL CORNERING MASONRY PIER PLAN DETAIL
AutoCAD SHX Text
ROAD SIDE
AutoCAD SHX Text
ROAD SIDE
AutoCAD SHX Text
ANGLE WILL VARY BY EXACT CONDITIONS
AutoCAD SHX Text
SEE STRUCT DWGS FOR CONC PIER CORE AND FOOTINGS
AutoCAD SHX Text
REFER TO STRUCT SECTION 5/S301 FOR CONC PIER/FOOTER/REINF
AutoCAD SHX Text
VAMC SIDE
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
TYPICAL MASONRY PIER PLAN DETAIL
AutoCAD SHX Text
ROAD SIDE
AutoCAD SHX Text
SEE STRUCT DWGS FOR CONC PIER CORE AND FOOTINGS
AutoCAD SHX Text
REFER TO STRUCT SECTION 4/S301 FOR CONC PIER/FOOTER/REINF
AutoCAD SHX Text
VAMC SIDE
AutoCAD SHX Text
(2) INSETS PER PIER. AT CERTAIN LOCATIONS INSETS WILL BE ON 2 ADJ SIDES AND NOT OPP SIDES (TYP FOR ALL)
AutoCAD SHX Text
STL FENCE PANEL LOCATIONS VARY ON SIDES OF PIERS
AutoCAD SHX Text PRECAST CONC BOLLARD COVER. BASIS OF DESIGN: GEORGIA PRECAST, B2, 12" X36" WITHSECURITY OPTION
AutoCAD SHX Text 6" SCHEDULE 80GALVANIZED STEEL PIPE FILLED W/ CONC - PAINT SAFETY YELLOW. (USE 4" AT PRECAST COVERS)
AutoCAD SHX Text
BITUMINOUS JOINT FILLER (CONC PAVEMENT ONLY)
AutoCAD SHX Text
FINISHED GRADE OR PAVEMENT
AutoCAD SHX Text
CONCRETE FOUNDATION - 3,000 P.S.I CONCRETE
AutoCAD SHX Text
CAULK JOINT BETWEEN STEEL AND CONCRETE
AutoCAD SHX Text
SLOPE TO DRAIN
AutoCAD SHX Text 2-#4x12" ANCHORS
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text 3/4" = 1'-0"
AutoCAD SHX Text
TYP. BOLLARD DETAIL SECTION
AutoCAD SHX Text
NO ROUND CONC TOP AT PRECAST COVERS
AutoCAD SHX Text
EXIST PRECAST WALL
AutoCAD SHX Text
CONC ANCHOR
AutoCAD SHX Text
SLIP CONNECTION TOP OR BOTTOM.
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text
STEEL PICKET INFILL PANELS
AutoCAD SHX Text
INSIDE
AutoCAD SHX Text
OUTSIDE
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text
BOTTOM OR TOP - SURFACE FENCE CONNECTION
AutoCAD SHX Text
SEE STRUCT DET 3/A501
AutoCAD SHX Text 5'-3"
AutoCAD SHX Text 5'-3"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 4'-3"
AutoCAD SHX Text 4'-3"
AutoCAD SHX Text
PARKING LEVELS 2 @ WEST WALL OPENINGS
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text 3/4" = 1'-0"
AutoCAD SHX Text
PARKING DECK INFILL RAILING SECTION
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text
EXIST CONC DECK
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text
FIELD VERIFY ON SITE
AutoCAD SHX Text
REFER TO STRUCT SECTION 2/S501 FOR CONNECTION DETAILS
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text PRECAST PLANTER WITH CUTOUT FOR 12" CONCSAFETY BOLLARD. BASIS OF DESIGN: GEORGIA PRECAST "PIEDMONT ROUND", 48"X36", SP, OPTION A
AutoCAD SHX Text
POURED IN PLACE REINF CONC BOLLARD. BY VENDOR
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
SECURITY PLANTER SECTION DETAIL
AutoCAD SHX Text
BRICK LEDGE BELOW GRADE
AutoCAD SHX Text
POURED CONC PIER: SEE STRUCT
AutoCAD SHX Text
CONC FOOTER & REINF: SEE STRUCT
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text
APPROX GRADE
AutoCAD SHX Text
SAILOR BRICK COURSING AT INSET
AutoCAD SHX Text
FLASHING, HD JT WEEPS AND DRIP EDGE
AutoCAD SHX Text
PRECAST CONC SILL W/ DRIP
AutoCAD SHX Text
PRECAST CONC CAP DRILLED FOR MINIMUM 2 BARS: GROUT TO PIER
AutoCAD SHX Text
HD JT WEEPS TYP TOP, MIDDLE AND BOT
AutoCAD SHX Text
TYP RUNNING BOND BRICK VENEER
AutoCAD SHX Text
TYP STEEL FENCING SECTION
AutoCAD SHX Text
INSET SIDE
AutoCAD SHX Text
FENCE SIDE
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
TYPICAL MASONRY PIER SECTIONAL ELEVATION
AutoCAD SHX Text
DAMPROOFING ON CONC (TYP)
AutoCAD SHX Text
2" TYP. (VARIES AT ROADWAYS)
AutoCAD SHX Text
BRICK TIES (TYP)
AutoCAD SHX Text
BRICK TIES (TYP)
AutoCAD SHX Text 7'-4"
AutoCAD SHX Text 7'-4"
AutoCAD SHX Text 6'-4"
AutoCAD SHX Text 6'-4"
AutoCAD SHX Text
EXIST CONC DECK
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text
PARKING LEVELS 1 @ WEST WALL OPENINGS
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text 3/4" = 1'-0"
AutoCAD SHX Text
PARKING DECK INFILL RAILING SECTION 2
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text
1" SQ STL PICKETS AT MAX 5"O/C
AutoCAD SHX Text
REFER TO STRUCT SECTION 2/S501 FOR CONNECTION DETAILS
AutoCAD SHX Text
FIELD VERIFY ON SITE
AutoCAD SHX Text 4'-9"
AutoCAD SHX Text 4'-9"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 4'-3"
AutoCAD SHX Text 4'-3"
AutoCAD SHX Text
EXIST CONC DECK
AutoCAD SHX Text
PARKING LEVELS 1 @ NORTH WALL OPENINGS AND LEVEL 2 AT SOUTH WALL OPENINGS
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text 3/4" = 1'-0"
AutoCAD SHX Text
PARKING DECK INFILL RAILING SECTION 3
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text
REFER TO STRUCT SECTION 2/S501 FOR CONNECTION DETAILS
AutoCAD SHX Text
FIELD VERIFY ON SITE
AutoCAD SHX Text
SLIP CONNECTIONS AT BOTTOM ONLY
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text
TOP RAIL CONNECTION TO UNDERSIDE OF EXIST CONC BM.
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text
8'-0" MAX
AutoCAD SHX Text
VIEWED FROM INSIDE PARKING DECK
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
PARKING DECK INFILL RAILING ISOMETRIC 2
AutoCAD SHX Text
EXIST PRECAST PANEL
AutoCAD SHX Text
STEEL PICKET INFILL PANELS
AutoCAD SHX Text
EXIST BEAM
AutoCAD SHX Text
CONC ANCHOR(S)
AutoCAD SHX Text
REFER TO STRUCT SHT A501 FOR CONNECTION DETAILS
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text
TOP - FENCE PANEL CONNECTION @ CONC BM.
AutoCAD SHX Text
SEE STRUCT DET 4/A501
AutoCAD SHX Text (2)1/4" GALV TAPCONCONC SCREWS AT EACH BRACKET. PROVIDE A MIN OF 4" SPACING AND 4" EDGE DISTANCE. DO NOT DAMAGE EXIST CONC REINF DURING INSTALLATION OF ANCHORS. LOCATE EXIST REINF THROUGH NON DESTRUCTIVE MEANS PRIOR TO INSTALLATION.
AutoCAD SHX Text
MIN (4) STEEL FENCE POST BRACKETS EVENLY SPACED
AutoCAD SHX Text
EXIST CONC COL
AutoCAD SHX Text
STEEL INFILL PANEL BRACKETS
AutoCAD SHX Text
STEEL INFILL PANELS
AutoCAD SHX Text
STEEL FENCE PANELS
AutoCAD SHX Text
SILL AT GARAGE OPENING BELOW
AutoCAD SHX Text
EXIST SIDEWALK BELOW
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text 3/4" = 1'-0"
AutoCAD SHX Text
STEEL FENCE CONNECTION TO PARKING DECK
AutoCAD SHX Text
ROAD SIDE
AutoCAD SHX Text
SEE STRUCT DWGS FOR CONC PIER CORE AND FOOTINGS
AutoCAD SHX Text
VAMC SIDE
AutoCAD SHX Text
REFER TO STRUCT SECTION 4/S301 FOR CONC PIER/FOOTER/REINF
AutoCAD SHX Text
SWINGING GATE
AutoCAD SHX Text
GATE POST AND FOOTERS BY VENDOR
AutoCAD SHX Text
STL FENCE PANEL LOCATIONS VARY ON SIDES OF PIERS
AutoCAD SHX Text
STL GATE POSITIONS VARY ON SIDES OF PIERS
AutoCAD SHX Text A203
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
TYPICAL MASONRY PIER AT GATE POSTS
AutoCAD SHX Text N
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text A, AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text J
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text K
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text No. 8509
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text T
| Drawings 16 |
| Drawings 17 |
| Drawings 18 |
| Drawings 19 |
File details come from the government source that posted it. Updated .