36C24718B0642-0005001.pdf
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- 544-16-113 Construct Perimeter Solicitation Federal contract opportunity
- Solicitation number
- 36C24718B0642
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36C24718B0642 0005 544-16-113 Amendment 0005 Drawing-Photos.pdf
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| 36C24718B0642-0006000.docx | DOCX document | |
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www.atriaxgroup.com
Atriax, pllc
102 3rd Avenue, NE
PO Box 1629, Hickory, NC 28603
Phone: 828.315.9962
Fax: 828.315.9964
NC Engineering License No.: P-0214
NC Architectural License No.: 51254
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APPROXIMATE GRADE
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1" SQ. [25.4MM] X 14GA. PICKETS
AutoCAD SHX Text 1 " [44.5mm] 34" [44.5mm] BOTTOM RAIL
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BRACKET
AutoCAD SHX Text 1 " [44.5mm] 34" [44.5mm] TOP RAIL
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AE501
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APPROXIMATE GRADE
AutoCAD SHX Text 1 " x 1 " U CHANNEL RAIL38" x 1 " U CHANNEL RAIL12" U CHANNEL RAIL
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AE501
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INTERLOCKING BOARD SECTIONS
AutoCAD SHX Text ATTACH RAILING TO COLUMN AS PER MANUFACTURER'S INSTRUCTIONS - TYPICAL ALL LOCATIONS
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APPROXIMATE GRADE
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APPROXIMATE GRADE
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#5 VERTICAL BARS SEE HORIZONTAL SECTIONS
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FACE BRICK
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PRE-CAST CONCRETE CAP
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34" STAINLESS STEEL DOWELSSET IN GROUT (2 PER CAP MIN.)
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APPROXIMATE GRADE
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#5 VERTICAL BARS
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FACE BRICK
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3" SQ. FENCE POST
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PRE-CAST CONC. BASE 2" CHAMFERED TOP EDGE
AutoCAD SHX Text DOUBLE WYTHE STANDARD CMU ALTERNATE DIRECTION AT EACH COURSE GROUT ALL CELLS SOLID
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4 #5 BARS EACH WAY
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APPROXIMATE GRADE
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12" SETTING BED OF CONCRETE GROUT
AutoCAD SHX Text 2'-4"W x 2'-4"D x 2'-0"H PRE CAST CONCRETE BASE w/ 2" CHAMFERED TOP EDGES
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HORZ. JT. REINF. 16" 0.C. VERTICALLY
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PRE-CAST CONCRETE CAP
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TOP VIEW
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GROUT ALL CELLS SOLID
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#5 VERTICAL BARS
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GENERAL NEW WORK NOTES
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SCALE: 3/4" = 1'-0"
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COLUMN ELEVATION
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1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE. 2. ALL METAL TO BE SHOP PRIMED AND PAINTED. FIELD PRIME AND TOUCH UP PAINT AS ALL METAL TO BE SHOP PRIMED AND PAINTED. FIELD PRIME AND TOUCH UP PAINT AS REQUIRED DURING CONSTRUCTION. 3. SEE CIVIL PLANS FOR START AND FINISH LOCATIONS OF FENCE TYPES.SEE CIVIL PLANS FOR START AND FINISH LOCATIONS OF FENCE TYPES.
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SCALE: 3/4" = 1'-0"
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COLUMN SECTION - VERTICAL
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COLUMN SECTION - HORIZONTAL
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COLUMN SECTION - HORIZONTAL
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SCALE: 3/4" = 1'-0"
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FENCE POST FOOTER SECTION
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SCALE: 1/2" = 1'-0"
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PRIVACY FENCE SECTION (BID ALTERNATE #2)
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SCALE: 3/4" = 1'-0"
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COLUMN AND FENCE ELEVATION
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SCALE: 1/2" = 1'-0"
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PRIMARY FENCE SECTION
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CONSULTANTS:
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COLUMBIA VAMC, COLUMBIA, SC
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ARCHITECT/ENGINEERS:
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VA FORM 08-6231
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PROJECT # 544-16-113 A/E DESIGN - CONSTRUCT PERIMETER FENCE
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COLUMN AND ELEVATIONS
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AE501
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TLR
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WTH
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REV 1 - PREBID RFI
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102 3rd Avenue, NE
PO Box 1629, Hickory, NC 28603
Phone: 828.315.9962
Fax: 828.315.9964
NC Engineering License No.: P-0214
NC Architectural License No.: 51254
N
Scale: 1"=100'
DEMOLITION PLAN
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WOOD
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CONSULTANTS:
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COLUMBIA VAMC, COLUMBIA, SC
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ARCHITECT/ENGINEERS:
AutoCAD SHX Text 544-16-113
AutoCAD SHX Text one eighth inch = one foot
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VA FORM 08-6231
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PROJECT # 544-16-113 A/E DESIGN - CONSTRUCT PERIMETER FENCE
AutoCAD SHX Text 5/1/2018
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AutoCAD SHX Text 100'
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DEMOLITION PLAN
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CD-101
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WTH
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WTH
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AutoCAD SHX Text 9-19-18
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REV 1 - PREBID RFI
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GENERAL DEMOLITION NOTES:
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1. COORDINATE WITH COLUMBIA VAMC FOR MAXIMUM AMOUNT OF EXISTING FENCE TO BE REMOVED PRIOR TO INSTALLING NEW FENCE. COORDINATE WITH COLUMBIA VAMC FOR MAXIMUM AMOUNT OF EXISTING FENCE TO BE REMOVED PRIOR TO INSTALLING NEW FENCE. 2. LIMIT TRIMMING AND REMOVAL OF BRUSH AND TREES TO WHAT IS NECESSARY TO INSTALL NEW FENCE. LIMIT TRIMMING AND REMOVAL OF BRUSH AND TREES TO WHAT IS NECESSARY TO INSTALL NEW FENCE. 3. FENCE HEIGHT VARIES BETWEEN 4'-6' FOR THE WEST, NORTH, AND EAST SIDES OF CAMPUS. FENCE HEIGHT VARIES BETWEEN 4'-6' FOR THE WEST, NORTH, AND EAST SIDES OF CAMPUS. 4. FENCE HEIGHT VARIES BETWEEN 6'-12' FOR THE SOUTH SIDE OF CAMPUS. PORTIONS OF THE SOUTH SIDE OF CAMPUS HAVE FENCE HEIGHT VARIES BETWEEN 6'-12' FOR THE SOUTH SIDE OF CAMPUS. PORTIONS OF THE SOUTH SIDE OF CAMPUS HAVE BARBED WIRED.
AutoCAD SHX Text DEMOLITION KEYNOTES: 1. REMOVE 5500 LF OF EXISTING CHAIN LINK FENCE, RAILS, POSTS, GATES, FOOTINGS, ETC COMPLETELY. REMOVE 5500± LF OF EXISTING CHAIN LINK FENCE, RAILS, POSTS, GATES, FOOTINGS, ETC COMPLETELY.2. BID ALTERNATE #1 - COORDINATE WITH DORN VAMC AND RESIDENTS FOR DEMOLITION AND CONSTRUCTION ALONG SOUTHERN BID ALTERNATE #1 - COORDINATE WITH DORN VAMC AND RESIDENTS FOR DEMOLITION AND CONSTRUCTION ALONG SOUTHERN PROPERTY LINE. REMOVE 3300± LF OF EXISTING CHAIN LINK FENCE, RAILS, POSTS, GATES, BARBED WIRE, FOOTINGS, ETC.3. DEMO EXISTING GATE. DEMO EXISTING GATE. 4. REMOVE ASPHALT, CURB AND GUTTER, PLANTS, ETC TO INSTALL NEW FENCE AND GATE. REFER TO PLAN SHEETS. REMOVE ASPHALT, CURB AND GUTTER, PLANTS, ETC TO INSTALL NEW FENCE AND GATE. REFER TO PLAN SHEETS. 5. DEMO SIDEWALK. REFER TO PLAN SHEETS FOR LIMITS. DEMO SIDEWALK. REFER TO PLAN SHEETS FOR LIMITS. 6. BASE BID: REPAIR HOLE IN EXISTING FENCE. REMOVE SECTION OF CHAIN LINK FENCE WITH A LARGE HOLE. WEAVE IN A NEW BASE BID: REPAIR HOLE IN EXISTING FENCE. REMOVE SECTION OF CHAIN LINK FENCE WITH A LARGE HOLE. WEAVE IN A NEW SECTION CHAIN LINK FENCE TO MATCH EXISTING. SECURELY ATTACH TO EXISTING POSTS AND RAILS.
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GARNERS FERRY ROAD
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GARNERS FERRY ROAD
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OLD WOODLANDS ROAD
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BYRON ROAD
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102 3rd Avenue, NE
PO Box 1629, Hickory, NC 28603
Phone: 828.315.9962
Fax: 828.315.9964
NC Engineering License No.: P-0214
NC Architectural License No.: 51254
SCALE: H1" = 10'
PLAN OF FENCE (STATION 58+31 - 59+50)
SCALE: H1" = 10' V1" = 10'
PROFILE OF FENCE (STATION 56+00 - 59+50)
SCALE: H1" = 10'
PLAN OF FENCE (STATION 56+00 - 58+31)
N
N
SCALE: H1" = 10'
PLAN OF FENCE (STATION 52+50 - 56+00)
SCALE: H1" = 10' V1" = 10'
PROFILE OF FENCE (STATION 52+50 - 56+00)
N
AutoCAD SHX Text Drawing Title
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CONSULTANTS:
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COLUMBIA VAMC, COLUMBIA, SC
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ARCHITECT/ENGINEERS:
AutoCAD SHX Text 544-16-113
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text three inches = one foot
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VA FORM 08-6231
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PROJECT # 544-16-113 A/E DESIGN - CONSTRUCT PERIMETER FENCE
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ELEVATION (FT)
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STATION
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AutoCAD SHX Text 260'
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AutoCAD SHX Text 56+75
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FENCE PLAN AND PROFILE
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STA 52+50 - 59+50
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CS-209
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WTH
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WTH
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REV 1 - PREBID RFI
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STATION
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ELEVATION (FT)
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BID ALTERNATE #1 8' PRIVACY FENCE
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| AE501 |
| Sheets and Views |
| AE501 |
| CD 101 |
| Sheets and Views |
| CD-101 |
| CS 209 |
| Sheets and Views |
| CS-209 |
DSCN2681
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