528A7-18-729_Construction_Plans_21_thru_23.pdf
PDF 11 MB Posted
- Solicitation number
- 36C24220B0041
About this file
This solicitation is for repair of access roads and sidewalks at the Syracuse VA Medical Center in Syracuse, New York. The contractor shall provide all labor, equipment, materials and supervision necessary to perform the work in accordance with drawings, specifications and scope of work. The project magnitude is between $500,000 and $1,000,000. Offerors must be registered in SAM and have an EMR of 1.0 or less. A pre-bid site visit will be held on June 16, 2020 at 9:30 AM EST, with RSVPs required by June 23. Questions are due by June 23, 2020 at 9:30 AM EST, with the public bid opening to follow. The Department of Veterans Affairs Veterans Health Administration VISN 2 is the contracting agency.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| RFI 3C24220B0041 Repair Syracuse Access Roads 7-8-20.docx | DOCX document | |
| General Wage Decision dated 19 June 2020.docx | DOCX document | |
| amendment 0002.docx | DOCX document | |
| 36C24220B0041 0001.docx | DOCX document | |
| Walk Through Attendance Sheet.pdf | ||
| 36242-20-B-0041 Amendment 0001 25 June 2020.pdf | ||
| RFI 3C24220B0041 Repair Syracuse Access Roads FINAL 6-25-20.docx | DOCX document | |
| 528A7-18-729_Specifications Revised 6-23-20.pdf | ||
| 528A7-18-729_Specifications - 190624 5-27-20.pdf | ||
| 528A7-18-729_Construction_Plans_01_thru_03.pdf | ||
| 36C24220B0041.pdf |
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Text version
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BUILDINGS
CH
RI
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OPHER WILLIAM GEARY
099085
S
T A T E OF NEW Y O
RK
L IC
ENSED PROFESSIONAL ENGI
NE
ER
SCALE: 1"=30'
60'30'0'
KEY MAP
1"=250'
SIDEWALK REPAIR ALONG IRVING AVE & UNIVERSITY PLACE
SCALE 1"=30'
PHASE 'H' - SIDEWALK RECONSTRUCTION
SCALE 1"=30'
PHASE 'F' - SIDEWALK RECONSTRUCTION
SCALE 1"=30'
PHASE 'G' - SIDEWALK RECONSTRUCTION
SCALE 1"=30'
PHASE 'I' - SIDEWALK RECONSTRUCTION
SCALE 1"=30'
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
TEMPORARY
CONSTRUCTION
FENCE REQUIRED
TO SEPERATE
PHASE F&G.
TEMPORARY
CONSTRUCTION
FENCE REQUIRED
TO SEPERATE
PHASE F&G.
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
TEMPORARY
CONSTRUCTION
FENCE REQUIRED
TO SEPERATE
PHASE F&G.
TEMPORARY
CONSTRUCTION
FENCE REQUIRED
TO SEPERATE
PHASE F&G.
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-11R
24"x18"
(MOUNTED
ON TYPE III
BARRICADE)
R9-11L
24"x18"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
PHASE 'F' NOTES:
1. PHASE 'F' IS THE RECONSTRUCTION OF THE WEST SIDE
OF THE SIDEWALK.
2. PRIOR TO THE START OF CONSTRUCTION ALL TRAFFIC
SAFETY MARKING SIGNS SHALL BE LOCATED AS SHOWN
ON PHASE 'F' PLAN.
3. TEMPORARY CONSTRUCTION FENCING IS REQUIRED TO
BE INSTALLED BETWEEN PHASE 'F' AND 'G' TO PREVENT
PEDESTRIANS FROM ENTERING PHASE 'F' WORK ZONE.
4. ADA RAMPS ON THE SOUTH OF PHASE 'F' MUST REMAIN
OPEN FOR AS LONG AS POSSIBLE. CONSTRUCTION OF
THE ADA RAMP NEEDS TO BE COORDINATED WITH THE
COR.
PHASE 'G' NOTES:
1. PHASE 'G' IS THE RECONSTRUCTION OF THE
EAST SIDE OF THE SIDEWALK.
2. PRIOR TO THE START OF CONSTRUCTION
ALL TRAFFIC SAFETY MARKING SIGNS SHALL
BE LOCATED AS SHOWN ON PHASE 'G' PLAN.
3. TEMPORARY CONSTRUCTION FENCING IS
REQUIRED TO BE INSTALLED BETWEEN
PHASE 'F' AND 'G' TO PREVENT
PEDESTRIANS FROM ENTERING PHASE 'F'
WORK ZONE.
4. PHASE 'F' AND PHASE 'G' MAY NOT BE DONE
CONCURRENTLY WITHOUT PRIOR
APPROVAL FROM THE COR.
SIDEWALK REPAIR NOTES:
1. SIDEWALK REPAIR ALONG IRVING AVENUE AND
UNIVERSITY PLACE MAY BE DONE AT ANY POINT DURING
THE PROJECT. HOWEVER, ANY SIDEWALK REPAIR THAT
FALLS INTO A PHASE NEEDS TO GET PRIOR APPROVAL
FROM THE COR.
2. PRIOR TO ANY CONSTRUCTION OF SIDEWALKS, TRAFFIC
SAFETY MARKING SIGNS SHALL BE PLACED AS SHOWN.
3. CONSTRUCTION OF ANY ADA RAMPS IS REQUIRED TO BE
COORDINATED WITH THE C.O.R.
PHASE 'H' NOTES:
1. PHASE 'H' INVOLVES THE RECONSTRUCTION OF THE
WEST SIDE OF THE SIDEWALK.
2. PRIOR TO THE START OF CONSTRUCTION ALL TRAFFIC
SAFETY MARKING SIGNS SHALL BE LOCATED AS SHOWN
ON PHASE 'H' PLAN.
3. TEMPORARY CONSTRUCTION FENCING IS REQUIRED TO
BE INSTALLED BETWEEN PHASE 'H' AND 'I' TO PREVENT
PEDESTRIANS FROM ENTERING PHASE 'H' WORK ZONE.
4. ADA RAMPS ON THE NORTH AND SOUTH SIDE OF PHASE
'H' MUST BE OPEN AS LONG AS POSSIBLE TO ALLOW ADA
ACCESSIBILITY.
5. PHASE 'H' AND PHASE 'I' SHALL NOT BE COMPLETED
CONCURRENTLY WITH PRIOR APPROVAL FROM THE
COR.
PHASE 'I' NOTES:
1. PHASE 'I' INVOLVES THE RECONSTRUCTION OF THE EAST
SIDE OF THE SIDEWALK.
2. PRIOR TO THE START OF CONSTRUCTION ALL TRAFFIC
SAFETY MARKING SIGNS SHALL BE LOCATED AS SHOWN
ON PHASE 'I' PLAN.
3. TEMPORARY CONSTRUCTION FENCING IS REQUIRED TO
BE INSTALLED BETWEEN PHASE 'H' AND 'I' TO PREVENT
PEDESTRIANS FROM ENTERING PHASE 'I' WORK ZONE.
4. THE BUS STOP SIGN LOCATED IN PHASE 'I' SHALL BE
TEMPORARILY RELOCATED JUST OUTSIDE PHASE 'I' FOR
PEDESTRIANS.
ADA RAMP
SEE NOTE 4
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
AutoCAD SHX Text
STOP
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
CHRIS GEARY
AutoCAD SHX Text
PE# 099085
AutoCAD SHX Text 5/1/2019
AutoCAD SHX Text Witczak
AutoCAD SHX Text Geary
AutoCAD SHX Text Syracuse VA Medical Center
AutoCAD SHX Text Syracuse, NY
AutoCAD SHX Text
AutoCAD SHX Text 528A7-18-729
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text E
AutoCAD SHX Text X
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text
811 OR 1-800-962-7962
AutoCAD SHX Text
REVISED PER 30% DESIGN REVIEW MEETING
AutoCAD SHX Text
REVISED PER 65% DESIGN REVIEW MEETING
AutoCAD SHX Text
REVISED PER 95% DESIGN REVIEW MEETING
AutoCAD SHX Text
AutoCAD SHX Text 5/23/19
AutoCAD SHX Text 6/13/19
AutoCAD SHX Text 6/25/19
AutoCAD SHX Text
AutoCAD SHX Text Maintenance & Protection Of Traffic Plan
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Repair Existing Access Drive And Sidewalks
AutoCAD SHX Text 100% Submission
AutoCAD SHX Text
AutoCAD SHX Text
CS120
AutoCAD SHX Text
AutoCAD SHX Text
LOT 1
IRVING AVE.
V A
N
B
U R
E N
U
N
I V
E
R
S
I
P
L
A
C
E
LOT 4
STADIUM PLACE
BIT. PAVE
X
X X
X X
X
XXXXXXX
X X
TS
VA
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BU
RE
N
ST
STADIUM PL.
BI
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PARKING LOT #1
BIT. PAVE
BU
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IN
G
#2
CHILLER
BUILDING
VAMC GARAGE
BUILDING #19
BIT. PAVE
X X X X X X X X X X
X
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X
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TS
VA
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BU
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PARKING LOT #1
BU
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#2
CHILLER
BUILDING
VAMC GARAGE
BUILDING #19
BIT. PAVE
X X X X X X X X X X
X
X
X X
X
X X
X X
X
XXXXX
VA
N
BU
RE
N
ST
STADIUM PL.
BI
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P
AV
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PARKING LOT #1
BIT. PAVE
BU
ILD
IN
G
#2
CHILLER
BUILDING
VAMC GARAGE
BUILDING #19
BIT. PAVE
X X X X X X
X
X X
CH
RI
ST
OPHER WILLIAM GEARY
099085
S
T A T E OF NEW Y O
RK
L IC
ENSED PROFESSIONAL ENGI
NE
ER
SCALE: 1"=30'
60'30'0'
KEY MAP
1"=250'
SIDEWALK REPAIR ALONG IRVING AVE & VAN BUREN ST
SCALE 1"=30'
PHASE 'J' - SIDEWALK RECONSTRUCTION
SCALE 1"=30'
PHASE 'K' - SIDEWALK RECONSTRUCTION
SCALE 1"=30'
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-11L
24"x18"
(MOUNTED
ON TYPE III
BARRICADE)
M4-9a
30"x24"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-11L
24"x18"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
SIDEWALK TO REMAIN OPEN
DURING CONSTRUCTION
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
R9-11L
24"x18"
(MOUNTED
ON TYPE III
BARRICADE)
R9-9
24"x12"
(MOUNTED
ON TYPE III
BARRICADE)
SIDEWALK REPAIR ALONG IRVING AVE & VAN BUREN ST. NOTES:
1. SIDEWALK RECONSTRUCTION SHOWN ON THE PLAN ABOVE MAY BE COMPLETED WITH
OTHER PHASES UPON PRIOR APPROVAL FROM THE COR.
2. ALL TRAFFIC SAFETY MARKING SIGNS SHALL BE PLACED AS SHOWN ABOVE PRIOR TO
SIDEWALK RECONSTRUCTION FOR THIS PHASE.
3. TEMPORARY CONSTRUCTION FENCING IS REQUIRED TO BE INSTALLED FOR THE
CONSTRUCTION OF THE SIDEWALK ALONG IRVING AVENUE TO PREVENT PEDESTRIANS
FROM ENTERING THE WORK ZONE.
PHASE 'J' NOTES:
1. PHASE 'J' IS THE RECONSTRUCTION OF THE SIDEWALK ON THE
CORNER OF IRVING AVENUE AND VAN BUREN STREET.
2. PRIOR TO THE START OF CONSTRUCTION, ALL TRAFFIC SAFETY
MARKING SIGNS SHALL BE LOCATED AS SHOWN ON PHASE 'J'
PLAN.
3. PHASE 'J' AND PHASE 'K' SHALL NOT BE CONSTRUCTED
CONCURRENTLY.
PHASE 'K' NOTES:
1. PHASE 'K' IS THE RECONSTRUCTION OF THE SIDEWALK ON THE NORTH SIDE OF VAN BUREN
STREET.
2. PRIOR TO THE START OF CONSTRUCTION, ALL TRAFFIC SAFETY MARKING SIGNS SHALL BE
LOCATED AS SHOWN ON PHASE 'K' PLAN.
3. DURING CONSTRUCTION AND CLOSURE OF PHASE 'K', THE SIDEWALK ON THE SOUTH SIDE OF VAN
BUREN STREET SHALL NOT BE CONSTRUCTED CONCURRENTLY.
4. PHASE 'J' AND PHASE 'K' SHALL NOT BE COMPLETED CONCURRENTLY
W20-1
36"x36"
(MOUNTED
ON TYPE III
BARRICADE)
W20-1
36"x36"
(MOUNTED
ON TYPE III
BARRICADE)
AutoCAD SHX Text
ONE WAY
AutoCAD SHX Text A
AutoCAD SHX Text
ONE WAY
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
CHRIS GEARY
AutoCAD SHX Text
PE# 099085
AutoCAD SHX Text 5/1/2019
AutoCAD SHX Text Witczak
AutoCAD SHX Text Geary
AutoCAD SHX Text Syracuse VA Medical Center
AutoCAD SHX Text Syracuse, NY
AutoCAD SHX Text
AutoCAD SHX Text 528A7-18-729
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text E
AutoCAD SHX Text X
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text
811 OR 1-800-962-7962
AutoCAD SHX Text
REVISED PER 30% DESIGN REVIEW MEETING
AutoCAD SHX Text
REVISED PER 65% DESIGN REVIEW MEETING
AutoCAD SHX Text
REVISED PER 95% DESIGN REVIEW MEETING
AutoCAD SHX Text
AutoCAD SHX Text 5/23/19
AutoCAD SHX Text 6/13/19
AutoCAD SHX Text 6/25/19
AutoCAD SHX Text
AutoCAD SHX Text Maintenance & Protection Of Traffic Plan
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Repair Existing Access Drive And Sidewalks
AutoCAD SHX Text 100% Submission
AutoCAD SHX Text
AutoCAD SHX Text
CS121
AutoCAD SHX Text
CH
RI
ST
OPHER WILLIAM GEARY
099085
S
T A T E OF NEW Y O
RK
L IC
ENSED PROFESSIONAL ENGI
NE
ER
SCALE: 1"=30'
60'30'0'
NOTES:
1. THE DETAILS AND MATERIALS FOR TYPE III CONSTRUCTION BARRICADES ARE NCHRP
350 APPROVED. IF THE CONTRACTOR ELECTS TO USE AN ALTERNATIVE DESIGN OR
MATERIALS, THE ALTERNATIVE SHALL BE NCHRP 350 APPROVED.
2. THE ALTERNATIVES SHOWN ON THIS SHEET ARE EQUALLY ACCEPTABLE AND THE
CONTRACTOR MAY USE ANY ONE OR A MIXTURE OF TYPES.
3. PANELS SHALL HAVE 6" WIDE REFLECTORIZED ORANGE AND WHITE DIAGONAL STRIPES
OF TYPE I OR TYPE III SHEETING SLOPING AT AN ANGLE OF 45 °. IN ACCORDANCE WITH
§729-08. THE STRIPES SHALL SLOPE DOWNWARD TOWARD THE SIDE ON WHICH
TRAFFIC IS TO PASS.
4. BALLAST MAY BE PLACES ON THE BASE MEMBERS OF THE BARRICADE. BALLAST
SHALL NOT EXTEND INTO THE ACCESSIBLE PASSAGE WIDTH OF 5' WHERE
BARRICADES ARE USED TO CHANNELIZE PEDESTRIANS.
5. PANELS FOR BARRICADES MAY BE WOOD, PLASTIC, OR ALUMINUM, PIPE FOR
BARRICADES SHALL USE SDR SIZES 21 TO 32.5.
6. WHEN THE BATTERY AND LIGHT WEIGH MORE THAN 7 LBS. THE BATTERY SHALL
BE MOUNTED ON THE BOTTOM OF THE BARRICADE.
7. ALL PIPES SHALL BE WHITE, WHITE FITTINGS ARE PREFERRED. BLACK MAY BE
USED. ALL JOINTS IN ALTERNATE "A" SHALL BE GLUED WITH SOLVENT CEMENT
COMPATIBLE WITH THE P.V.C. PIPE.
8. ALL JOINTS IN ALTERNATE "B" SHALL BE FREE TO SEPARATE UPON VEHICLE
IMPACT. SHADED PIPES AND FITTINGS SHALL BE TIED TOGETHER WITH A
MINIMUM
" DIA. NYLON, OR EQUIVALENT ROPE THREADED INTO THE PIPE AND
FITTING INTERIOR.
9. IF BARRICADES ARE USED TO TEMPORARILY CHANNELIZE PEDESTRIANS, THERE
SHALL BE A CONTINUOUS DETECTABLE BOTTOM AND TOP RAILS WITH NO GAP
BETWEEN INDIVIDUAL BARRICADES TO BE DETECTABLE TO BLIND OR VISUALLY
IMPAIRED USERS OF LONG CANES. THE BOTTOM OF THE BOTTOM RAIL SHALL BE
NO HIGHER THAN 6" ABOVE THE GROUND AND THE TOP OF THE TOP RAIL SHALL
BE NO LOWER THAN 3' ABOVE THE GROUND.
4'-0" MIN.
6"
4'-10"
SIDE
FRONT
TYPE III CONSTRUCTION
BARRICADE ALTERNATE "A"
DETAILS FOR FASTENING LIGHTS ON TOP OF
BARRICADE
TYPE III CONSTRUCTION
BARRICADE ALTERNATE "B"
SIDE
FRONT
WARNING LIGHT
WARNING LIGHTS NOT WEIGHING
MORE THAN 7 POUNDS WITH
BATTERIES, MAY BE MOUNTED WITH A
" BOLT, WITH NUT AND WASHER
PLACES THROUGH A
" HOLE,
DRILLED OR PINCHED 1
" FROM THE
TOP OF THE UPRIGHT.
BATTERY PACK
(SEE NOTE 9)
TIE WIRE 8 GAUGE
ALUMINUM OR
GALVANIZED STEEL
" x 11"
NO.8
SPRING
4' -10"
C C
C C
4' -0" MIN.
(PANEL SHOWN
CUT AWAY TO
SHOW PIPE FRAME)
C C
C C
M
I N
M
A X
P
A N
E L
S
H O
W N
C
U T
A W
A
O
S
H O
W
P
I P
E
F
R A
M E
D
I
R
E
C
T
I
F
T
R
A
F
F
I
C
ELEVATION
DETAIL FOR FASTENING
LIGHT ON TOP OF BARRICADE
BRACKET DETAIL
ALTERNATE BRACKET DETAIL
TYPE III CONSTRUCTION
BARRICADE ALTERNATE "M"
NOTES:
1. THE DETAILS AND MATERIALS FOR TYPE III CONSTRUCTION BARRICADES ARE NCHRP 350
APPROVED, IF THE CONTRACTOR ELECTS TO USE AN ALTERNATIVE DESIGN OR MATERIALS,
THE ALTERNATIVE SHALL BE NCHRP 350 APPROVED.
2. THE ALTERNATES SHOWN ON THE SHEET ARE EQUALLY ACCEPTABLE AND THE CONTRACTOR
MAY USE ANY ONE OR A MIXTURE OF TYPES.
3. PANELS SHALL HAVE 6" WIDE REFLECTORIZED ORANGE AND WHITE DIAGONAL STRIPES OF
TYPE I OR TYPE III SHEETING SLOPING AT AN ANGLE OF 45°, IN ACCORDANCE WITH §729-08.
THE STRIPES SHALL SLOPE DOWNWARD TOWARD THE SIDE ON WHICH TRAFFIC IS TO PASS.
4. BALLAST MAY BE PLACED ON THE BASE MEMBER OF THE BARRICADE. BALLAST SHALL NOT
EXTEND INTO THE ACCESSIBLE PASSAGE WIDTH OF 5' WHERE BARRICADES ARE USED TO
CHANNELIZE PEDESTRIANS.
5. PANELS FOR BARRICADES MAY BE WOOD, PLASTIC, OR ALUMINUM.
6. WHEN THE BATTERY AND LIGHT WEIGH MORE THAN 7 LBS, THE BATTERY SHALL BE MOUNTED
AT THE BOTTOM OF THE BARRICADE.
7. ALTERNATE "M" BARRICADES SHALL BE EXTENDED WITH INTERNAL SPLICE MEMBERS. THE
INTERNAL SPLICE MEMBERS SHALL BE ONE FOOT LENGTHS OF SQUARE STEEL TUBING
INSERTED 6" INTO EACH UPRIGHT. THE EXTENSION SHALL THEN BE PLACED OVER THE TOP
OF THE INTERNAL SPLICE MEMBER. THE EXTENSION AND INTERNAL SPLICE MEMBER SHALL
BE HELD IN PLACE WITH
" BOLTS WITH NUTS AND WASHERS PLACES 4" ABOVE AND BELOW
THE JOINT FORMED BY THE EXTENSION. THE INTERNAL SPLICE MEMBERS SHALL BE ONE OF
THE FOLLOWING SIZES DEPENDING UPON THE TUBING USED TO FABRICATE THE BARRICADE.
GAUGES FOR SQUARE TUBES SHALL BE UNITED STATES STANDER GAUGE.
BARRICADE MEMBERS INTERNAL SPLICE MEMBERS
12 GAUGE 1
" x 1
" 12 GAUGE 1
" x 1
14 GAUGE 1
" x 1
" 14 GAUGE 1
" x 1
12 GAUGE 1
" x 1
" 12 GAUGE 1
" x 1
8. IF BARRICADES ARE USED TO TEMPORARILY CHANNELIZE PEDESTRIANS, THERE
SHALL BE A CONTINUOUS DETECTABLE BOTTOM AND TOP RAILS WITH NO GAP
BETWEEN INDIVIDUAL BARRICADES TO BE DETECTABLE TO BLIND OR VISUALLY
IMPAIRED USERS OF LONG CANES. THE BOTTOM OF THE BOTTOM RAIL SHALL BE NO
HIGHER THAN 6" ABOVE THE GROUND AND THE TOP OF THE TOP RAIL SHALL BE NO
LOWER THAN 3' ABOVE THE GROUND.
7 8
3 4
3"1/4"
"Ø
HOLES
"Ø
HOLES
BRACKET DIMPLED TO ENGAGE
" Ø HOLES IN SUPPORT
MEMBERS
" FOR 1
" x 1
" TUBE
2" FOR 1
" x 1
" TUBE
CORNERS MAY BE
ROUND OR SQUARE
4 FASTENERS PER RAIL
4'-0"
6"
M
I N
M
A X
D
I
R
E
C
T
I
F
T
R
A
F
F
I
C
WARNING LIGHT
WARNING LIGHTS WEIGHING NOT MORE
THAN 7 POUNDS WITH BATTERIES, MAY BE
MOUNTED WITH A
" BOLT, WITH NUT AND
WASHER, PLACED THROUGH A
" HOLD
DRILLED OR PUNCHED 1
" FROM THE TOP OF
THE UPRIGHT.
" Ø BOLTS
3" LONG
" Ø BOLTS
3" LONG
SQUARE STEEL
TUBING
BREAKAWAY
BRACKETS
SQUARE STEEL
TUBING
" Ø BOLTS
3" LONG
" Ø BOLTS
3" LONG
SQUARE STEEL
TUBING
BREAKAWAY
BRACKETS
" x 3" FLAT STEEL
STOCK
SEE ALTERNATE
BRACKET DETAILS
1 4
1'-8"
4'-0" MIN.
SIDE
TOP
1 2
"Ø BOLT
3" LONG
"Ø BOLT
3" LONG
"Ø BOLT
3" LONG
NOTE: MAY USE FLAT STOCK IN PLACE OF SQUARE TUBING
NOTE: SQUARE STEEL TUBING SHALL MEET ONE OF THE
FOLLOWING MATERIAL REQUIREMENTS:
12 GAUGE 1
" x 1
", ASTM A653
12 GAUGE 1
" x 1
", ASTM A653
14 GAUGE 1
" x 1
", ASTM A1011
ALL BOLTS ARE A325 OR EQUIVALENT BOLTS
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
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CONSULTANTS:
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ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
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AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
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AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
CHRIS GEARY
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PE# 099085
AutoCAD SHX Text 5/1/2019
AutoCAD SHX Text Witczak
AutoCAD SHX Text Geary
AutoCAD SHX Text Syracuse VA Medical Center
AutoCAD SHX Text Syracuse, NY
AutoCAD SHX Text
AutoCAD SHX Text 528A7-18-729
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AutoCAD SHX Text
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VAPAHCS PLANNING AND ENGINEERING
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AutoCAD SHX Text X
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AutoCAD SHX Text L
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AutoCAD SHX Text R
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811 OR 1-800-962-7962
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REVISED PER 30% DESIGN REVIEW MEETING
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REVISED PER 65% DESIGN REVIEW MEETING
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REVISED PER 95% DESIGN REVIEW MEETING
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AutoCAD SHX Text 5/23/19
AutoCAD SHX Text 6/13/19
AutoCAD SHX Text 6/25/19
AutoCAD SHX Text
AutoCAD SHX Text Maintenance & Protection Of Traffic Details
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Repair Existing Access Drive And Sidewalks
AutoCAD SHX Text 100% Submission
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CS124
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| Sheets and Views |
| GI001 Title Sheet |
| CS101 Pavement Condition Index Plan |
| CS102 Existing Features & Demolition Plan |
| CS103 Layout Plan |
| CS104 Grading Plan |
| CS105 Utility Plan |
| CS106 Access Road Plan & Profiile |
| CS107 Sidewalk & Ramp Plan |
| CS108 Sidewalk & Ramp Plan |
| CS109 Sidewalk & Ramp Plan |
| CS110 Sidewalk & Ramp Plan |
| CS111 Sidewalk & Ramp Plan |
| CS112 Sidewalk & Ramp Plan |
| CS113 Construction Details |
| CS114 Construction Details |
| CS115 Soil & Erosion Pollution Control Plan |
| CS116 Soil & Erosion Pollution Control Details |
| CS117 Overall Phasing Plan |
| OLE2 |
| CS118 Maintenance & Protection of Traffic Plan |
| OLE2 |
| CS119 Maintenance & Protection of Traffic Plan |
| OLE2 |
| CS120 Maintenance & Protection of Traffic Plan |
| OLE2 |
| CS121 Maintenance & Protection of Traffic Plan |
| OLE2 |
| CS122 Maintenance & Protection of Traffic Details |
| OLE2 |
File details come from the government source that posted it. Updated .