Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part3.pdf
PDF 20 MB Posted
- Solicitation number
- 36C25923R0039
About this file
This file contains details of a federal contract opportunity for road resurfacing and parking lot work. The solicitation number is 36C25923R0039 and is being issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 19 for resurfacing roads and parking areas at Phase 3 of project number 666-22-123. The opportunity type is a solicitation for road resurfacing and parking lot work including resurfacing, restriping, and repairs. The document provides amendment 0005 and includes plans sheets 107 through 121 as part of the requirements. The response due date and award date are not specified.
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Text version
0.7
L8.0 0'
[2.
m]
1.8% 7.0%7.3%
1.8%6.7%6.9%
0.3
0.7
2.1
5.3
5.80' [1.77m]
5.80' [1.77m]
0.3
0.2
5.1 5'
[1.
m] 5.0
2' [1.
m]
6.0' [1.83m]
0.7 %0.6
L
6.4
7.9
5.9
5.7 %1.8%7.0%3.6%
1.8%7.0%3.6%
L6.0 0'
[1.
m]
0.7
0.7
0.7
6.00' [1.83m]
5.53' [1.68m]
5.0 0'
[1.
m] 5.0
0' [1.
m]
5.0 0'
[1.
m]
L0.6
1.8%
1.8%
3.8%
3.7%
5.00' [1.52m]
5.00' [1.52m]
SAW CUT AT NEAREST EXISTING JOINT
MATCH EXISTING ELEVATIONS, ENSURE
NO TRIPPING HAZARD
SITE SYMBOL
TRANSITION FLUSH CURB TO FULL REVEAL
CURB ON EITHER SIDE OF CURB RAMP USING
FLARED TAPER. GRADE BEHIND CURB TO
MATCH TOP OF CURB.
NOTES
1. ACCESSIBLE RAMPS SHALL BE CONSTRUCTED AS
DESIGNED.
2. THE EXACT LOCATION OF THE NEAREST JOINT SHALL
BE FIELD VERIFIED. DESIGN SLOPES MAY BE ALTERED
AS NECESSARY TO ACCOUNT FOR A CHANGE IN RAMP
LENGTH. HOWEVER, IN NO CASE CAN ANY ACCESSIBLE
RAMP EXCEED A MAXIMUM GRADE OF 8% AND CROSS
GRADE OF 2%. ANY GRADE EXCEEDING THESE LIMITS
SHALL BE COORDINATED WITH COR TO DETERMINE
EXTENT OF REPAIR.
3. THE DETECTABLE WARNING SURFACE SHALL BE A
LENGTH OF 2 FEET, SPAN THE ENTIRE WIDTH OF THE
RAMP AND BE LOCATED NO FARTHER THAN 2 INCHES
FROM THE BACK OF CURB.
4. DETECTABLE WARNING PLATE SHALL BE NEENAH#4984,
OR EQUIVALENT.
5. CONCRETE TAPERS ALONG THE RAMP, TO TRANSITION
FROM FLUSH CURB TO FULL REVEAL CURB, SHALL NOT
EXCEED A SLOPE OF 10:1.
6. REFER TO THE RAMP CONSTRUCTION DETAILS FOR
ADDITIONAL INFORMATION.
LANDING AREA
71N
3 64 27
3 644444444
1111111
27222222222222277777777777
18111111888888888
171117777777777777
1555555555555555
77777777777
62266666666262626222222222222226
633333333336666363366666666 788888888888887777777777
122222
31111
42444444444444444
1N
110111111110001010000000000000000001131
282222222222888888888888888888
222222
3533333355555555555555555
1111111
222222222 6886666666666666868888888888888886
21222222111111111
202222200000000000000
1999999999999
2.0
8.00' [2.44m]
1.1%
1.1%
1.1%
1.1%
1.1%
1.1%
2.0
2.0
2.0
2.0
2.0
1.1%
1.1%
2.0
1.1%
2.0
2.0
7.8
7.7
3.6%
3.7
1.9
1.9
1.9 % 1.9
1.9
1.9
1.9
1.9
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
3.7
3.7 % 2.0%
8.00' [2.44m]
5.00' [1.52m]
5.00' [1.52m]
5.00' [1.52m]
8.00'
[2.44m]
5.00'
[1.52m]
8.00' [2.44m]
5.00'
[1.52m]
11.00' [3.35m]
5.00' [1.52m]
8.00' [2.44m]
18.00' [5.49m]
6.00' [1.83m]
1.3
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17277
Date
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T architects + engineers acela architects + engineers, pc 2633 Moravian Ave.
Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
17277
SCALE: 1"=250'
500'250'0'KEY MAP
1"=250'
RAMP - #20 DETAIL
1"=10'
SCALE: 1"=10'
20'10'0'
RAMP - #18 AND #19 DETAIL
1"=10'
SCALE: 1"=10'
20'10'0'
RAMP - #1
RAMP - #18 - #19
RAMP - #20
RAMP - #1 DETAIL
1"=10'
SCALE: 1"=10'
20'10'0'
RAMP - #18
RAMP - #19
NOTES:
REMOVE AND REPLACE SIDEWALK AS NECESSARY TO TIE INTO
PROPOSED SIDEWALK.
REMOVE EXISTING CURB WHERE NEW SIDEWALK IS INSTALLED.
SAW CUT AT NEAREST EXISTING JOINT
MATCH EXISTING ELEVATIONS, ENSURE
NO TRIPPING HAZARD
SITE SYMBOL
TRANSITION FLUSH CURB TO FULL REVEAL
CURB ON EITHER SIDE OF CURB RAMP USING
FLARED TAPER. GRADE BEHIND CURB TO
MATCH TOP OF CURB.
NOTES
1. ACCESSIBLE RAMPS SHALL BE CONSTRUCTED AS
DESIGNED.
2. THE EXACT LOCATION OF THE NEAREST JOINT SHALL
BE FIELD VERIFIED. DESIGN SLOPES MAY BE ALTERED
AS NECESSARY TO ACCOUNT FOR A CHANGE IN RAMP
LENGTH. HOWEVER, IN NO CASE CAN ANY ACCESSIBLE
RAMP EXCEED A MAXIMUM GRADE OF 8% AND CROSS
GRADE OF 2%. ANY GRADE EXCEEDING THESE LIMITS
SHALL BE COORDINATED WITH COR TO DETERMINE
EXTENT OF REPAIR.
3. THE DETECTABLE WARNING SURFACE SHALL BE A
LENGTH OF 2 FEET, SPAN THE ENTIRE WIDTH OF THE
RAMP AND BE LOCATED NO FARTHER THAN 2 INCHES
FROM THE BACK OF CURB.
4. DETECTABLE WARNING PLATE SHALL BE NEENAH#4984,
OR EQUIVALENT.
5. CONCRETE TAPERS ALONG THE RAMP, TO TRANSITION
FROM FLUSH CURB TO FULL REVEAL CURB, SHALL NOT
EXCEED A SLOPE OF 10:1.
6. REFER TO THE RAMP CONSTRUCTION DETAILS FOR
ADDITIONAL INFORMATION.
LANDING AREA
71N
3 64 27
3 644444444
1111111
27222222222222277777777777
18111111888888888
171117777777777777
1555555555555555
77777777777
62266666666262626222222222222226
6333333333636666363366666666 788888888888887777777777
122222
31111
42444444444444444
1N
110111111110001010000000000000000001131
282222222222888888888888888888
222222
3533333355555555555555555
1111111
222222222 6886666666666666868888888888888886
21222222111111111
202222200000000000000
1999999999999
'O N
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IR
TY
F
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'O N
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IN
C H
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R
ED
F
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'O N
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C H
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W O
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T
17277
Date
'O N
E
IN
C H
T
W O
-H U
N D
R
ED
F
IF
TY
F
EE
T architects + engineers acela architects + engineers, pc 2633 Moravian Ave.
Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
17277
SCALE: 1"=250'
500'250'0'KEY MAP
1"=250'
RAMP - #21 AND #22 DETAIL
1"=10'
SCALE: 1"=10'
20'10'0'
RAMP - #21 & #22
RAMP - #23 & #24
RAMP - #23 AND #24 DETAIL
1"=10'
SCALE: 1"=10'
20'10'0'
RAMP - #21
RAMP - #22
RAMP - #23
RAMP - #24
File details come from the government source that posted it. Updated .