Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part6.pdf
PDF 15 MB Posted
- Solicitation number
- 36C25923R0039
About this file
This document provides details on a federal contract opportunity for road resurfacing and parking lot work. The solicitation number is 36C25923R0039 and concerns resurfacing roads and parking Phase 3 at a Veterans Affairs facility. The opportunity type is a solicitation issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 19. The work involves resurfacing roads and parking lots as outlined in amendment 0005, specifically sheets 107 through 121 of the project plans. The response deadline and award date are not stated but the opportunity is for road and parking resurfacing services at a VA medical center located in VISN 19.
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Text version
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 64444444
1111111
272222222222227777777777
18111111888888888
17117777777777777
1555555555555555
77777777777
62266666666262626222222222222226
633333333336666363366666666 78888888888887777777777
122222
31111
42444444444444444
1N
1101111111100010101000000000000000001131
28222222222888888888888888888
2222222
35533333555555555555555555555
1111111
222222222 6886666666666666868888888888888886
21222222111111111
202222200000000000000
1999999999999
MATCH GUTTER WITH EXISTING
EDGE OF CONCRETE PVMT.
TRANSITION FROM
GUTTER TO CURB.
1.8
1.2%
1.0%
1.7%
'O N
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IN
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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'
CURB RAMP DETAIL #5
1"=10'
SCALE: 1"=10'
20'10'0'
CURB RAMP DETAIL #3
1"=10'
SCALE: 1"=10'
20'10'0'
CURB RAMP DETAIL #1
1"=10'
SCALE: 1"=10'
20'10'0'
CURB RAMP#5
CURB
RAMP#3
CURB
RAMP#1
CURB
RAMP#2
CURB
RAMP#4
(T.B.R.)
(T.B.R.)
1+00
.3
2+00
.8
.79
3+00
.8
.92
4+00
.7
.92
5+00
.4
.50
6+00
.1
.17
7+00
.8
.87
8+00
.4
.57
9+00
.0
.26
2.00%
2.20%
0.75%
0.70%
0.69%
1.35% 0.65%
GR
AD
E
BR
EA
K
ST
A
1+
.32
EL
EV
2.7
GR
AD
E
BR
EA
K
ST
A
4+
.41
EL
EV
8.6
GR
AD
E
BR
EA
K
ST
A
2+
.83
EL
EV
5.2
GR
AD
E
BR
EA
K
ST
A
1+
.37
EL
EV
2.8
GR
AD
E
BR
EA
K
ST
A
7+
.82
EL
EV
1.2
GR
AD
E
BR
EA
K
ST
A
8+
.49
EL
EV
2.2
GR
AD
E
BR
EA
K
ST
A
4+
.53
EL
EV
9.4
GR
AD
E
BR
EA
K
ST
A
5+
.65
EL
EV
9.9
PROPOSED
GRADE
PROPOSED
GRADE
IN
LE
T
- 3
9B
TG
:38
.73
ST
A:
8+
.43
IN
V.
O
UT
:38
.97
DM
H-
C
RI
M:
.47
ST
A:
8+
.64
IN
V.
IN
:38
.22
(N E)
IN
V.
IN
:38
.22
(E
IN
V.
IN
:38
.22
(W
IN
V.
O
UT
:38
.22
IN
LE
T-
TG
:38
.24
ST
A:
7+
.72
IN
V.
O
UT
:38
.46
37' of 12" HDPE S = 0.020
IN
LE
T-
TG
:38
.71
ST
A:
7+
.72
IN
V.
O
UT
:38
.16
IN
LE
T
- 3
9A
TG
:38
.73
ST
A:
7+
.16
IN
V.
O
UT
:38
.60
DM
H-
A
RI
M:
.80
ST
A:
7+
.32
IN
V.
IN
:38
.35
(N
IN
V.
IN
:38
.35
(E
IN
V.
O
UT
:38
.35
38' of 12" HDPE S = 0.010
(T.B.R.)
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CALL 811 OR 1-800-849-2476
SITE SERIAL: 2019290075
17277
Date
'O N
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F
IF
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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
'O N
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F
EE
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CALL 811 OR 1-800-849-2476
SITE SERIAL: 2019290075
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
1727717277
PLAN VIEW
SCALE: 1"=30'
FREEDOM LANE - ROAD PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'
SCALE: 1"=30'
60'30'0'
SCALE: 1"=3'
6'3'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM
LOCATION AND DEPTH IN FIELD
SCALE: 1"=30'
60'30'0'
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