Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part2.pdf

0.5%

3891.89

3891.92 5.00'[1.52m]

REMOVE EXISTING CURB

WHERE NEW SIDEWALK

IS BEING INSTALLED.

INSTALL NEW DWS

ON EXISTING SW

5.0 0'

[1.

m] 7.1

2' [2

.17 m]

0.8%

1.4%

10.00'[3.05m]

0.3%

0.0%

8.00'[2.44m]

8.0 0'

[2.

m] 7.0

0' [2.

m]

1.8

1.8

1.8

1.8 %L

9.7 2'

[2.

m] 4.8

3' [1.

m]

7.3

7.3

7.4

7.4

L

7.3

7.3

6.6

6.6

2.3%

0.2%

1.1%

5.00'[1.52m]

5.00'[1.52m]

1.9%

6.00'

[1.83m]

4.71' [1.44m]

5.00' [1.52m]

L1.3%

1.7%

1.9%

1.4 % 1.4

1.8% 2.5%

5.9% 1.8%

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

0.6%

0.7%

L

4.3 6'

[1.

m] 5.0

0' [1.

m]

4.5 9'

[1.

4m

5.0

0' [1.

m]

L 1.8

7.5

1.8

1.8

7.5

1.8

4.8%

7.5%

4.6%

3.5%

0.7%

0.7%

0.7%

6.00' [1.83m]

0.3%

0.3%

3.9%

3.1% 0.5%

0.5%

0.5%

6.00' [1.83m]

6.0 0'

[1.

m]

1.8

8.0

8.0

1.8

8.0

8.0

L

0.5%

1.7%

2.1%

1.8%

1.8%

1.8%

6.00' [1.83m]

L

L

5.00' [1.52m]

10.00'

[3.05m]

6.00'

[1.83m]

5.00'

[1.52m]

5.2%

1.9%

5.2%

1.6%1.9%

0.5%

0.8%

L

0.8

0.7% 15.14'

[4.61m]

6.00'

[1.83m]

0.1%

0.4% 7.0%

0.8%

1.8% 6.5%

6.5%

1.2%

0.3% 7.0%

1.8% 6.5%

6.5%0.8%

0.8%

7.2

5.3% 1.7%

1.6% L

10.64'

[3.24m] 5.00'

[1.53m] 3.85'

[1.17m]

6.27' [1.91m]

1.7%

INSTALL 4"

RETENTION

CURB (PER

WYDOT)

5.00'[1.52m] 5.00'[1.52m]

6.0 0'

[1.

m]2.6%

1.0%

1.8%

1.0%

1.6

1.9

6.2%

7.4%

1.8

1.8%

4.5

5.0

5.17'[1.58m]

4.5

4.7%

4.7%

L

71N

3 64 27

3 644444444

1111111

27222222222222277777777777

18111111888888888

171117777777777777

1555555555555555

77777777777

62266666666626262622222222222222

633333333336666363366666666 788888888888887777777777

122222

31111

42444444444444444

1N

110111111110001010000000000000000001131

282222222222888888888888888888

222222

3533333355555555555555555

1111111

222222222 6886666666666666868888888888888886

21222222111111111

202222200000000000000

1999999999999

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IN

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0'

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17277

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0' 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 - #14 DETAIL

1"=10'

SCALE: 1"=10'

20'10'0'

RAMP - #15 AND #16 DETAIL

1"=10'

SCALE: 1"=10'

20'10'0'

RAMP - #17 DETAIL

1"=10'

SCALE: 1"=10'

20'10'0'

RAMP - #12 AND #13 DETAIL

1"=10'

SCALE: 1"=10'

20'10'0'

NOTES:

CONTRACTOR TO ADJUST GRADES BEYOND

PROPOSED SIDEWALK.

REMOVE AND REPLACE SIDEWALK AS NECESSARY TO

TIE INTO PROPOSED SIDEWALK.

RAMP - #10 AND #11 DETAIL

1"=10'

SCALE: 1"=10'

20'10'0'

RAMP - #25 AND #26 DETAIL

1"=10'

SCALE: 1"=10'

20'10'0'

RAMP - #10 - #11

RAMP - #12 - #13

RAMP - #14

RAMP - #15 - #16

RAMP - #17

RAMP - #25 - #26

RAMP - #15

RAMP - #16

RAMP - #12

RAMP - #13

RAMP - #10

RAMP - #11

RAMP - #25

RAMP - #26

NOTES:

REMOVE AND REPLACE SIDEWALK AS

NECESSARY TO TIE INTO PROPOSED

SIDEWALK

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

'O N

E

IN

C H

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W O

-H U

N D

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ED

F

IF

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F

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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.