Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part1.pdf

71N

3 64 27

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1555555555555555

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63333333336666363366666666633 7888888888888777777777778

122222

31111

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1N

11011111111000101000000000000000000

7 1131

282222222222888888888888888888

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222222222 6886666666666666868888888888888886

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1.4

1.5

1.0%

5.5%

5.00' [1.52m]

7.69' [2.34m]

5.00' [1.52m]

L 1.5%

1.5%

2.0%

2.0%

9.28'

[2.83m] 4.00'

[1.22m]

5.00'

[1.51m]

13.49'

[4.11m]

5.00'

[1.52m]

1.8 % L

1.8%

4.8

[1.

5m

5.0

0' [1.

m]

6' [1.8m]

L

6.00'

[1.83m]

4.1%

1.8%

7.0%

1.8%

1.9%

1.9%

1.9%

0.5%

7.0% 1.8%

7.8%

6.2

6.2

6.3

6.3

2.0%

1.8%5.3%

4.4% 5.00'

[1.52m]

1.8

0.3%

0.1% 5.00'

[1.52m]8.2

6.8

L

2.0%

2.0%

5.0 0'

[1.

m]

5.6

3.7

5.0 0'

[1.

m]

5.6

1.8

5.6

1.8

2.0%

L5.0 0'

[1.

m]

1.4

1.4

0.9

1.6%

1.8%

5.00' [1.52m]

4.7%

4.3% 5.00' [1.52m]

5.00' [1.52m]

1.8%

1.8%

L L

0.7%

0.4%

0.7%

6.00' [1.83m]

2.00' [.61m]

L

9.2 7'

[2.

m]

0.7%

9.9 0'

[3.

m]

L 0.7%

5.2%

5.9%

6.9%

8.2%

1.8

5.0

1.8

1.8

5.0

1.8

5.00' [1.52m]

6.00' [1.83m]

5.00' [1.52m]

5.0 0'

[1.

m]

L

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

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17277

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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 - #2

RAMP - 2 DETAIL

1"=10'

SCALE: 1"=10'

20'10'0'

RAMP - #3 AND #4 DETAIL

1"=10'

SCALE: 1"=10'

20'10'0'

RAMP - #6 AND #7 DETAIL

1"=10'

SCALE: 1"=10'

20'10'0'

RAMP - #5 DETAIL

1"=10'

SCALE: 1"=10'

20'10'0'

RAMP - #8 AND #9 DETAIL

1"=10'

SCALE: 1"=10'

20'10'0'

RAMP - #3 - #4

RAMP - #5

RAMP - #6 - #7

RAMP - #8 - #9

RAMP - #3

RAMP - #4

RAMP - #8

RAMP - #9

RAMP - #7

RAMP - #6