HomeMy WebLinkAboutC4.53 Roadway Details Intersection Details Sheet Notes: :: �i= T H E
1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS LAND
SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES .
ALLOWED ABOVE THE MAXIMUM SLOPES. - G R 0 U P
2. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE BY
THE FOLLOWING ABBREVIATIONS:
FL- FLOW LINE
GB-GRADE BREAK
LIP-LIP OF CURB
MIX-MATCH EXISTING
RIM-RIM OF STRUCTURE
TA-TOP OF ASPHALT
3. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN&PROFILE.
4. FOR ADDITIONAL INFORMATION ON STORM DESIGN, SEE DRAINAGE&UTILITY PLAN.
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TA/GB: 2545.89 I L._ I I CDI I I I
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TA/GB: 2546.68
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`� I I I 2546.80 LIP: 2546.29 `V 2546.80
W 2546.01 2546.01 2-1 w I w
I 2545.70 LIP: 2545.51 I LIP: 2545.51 2545.70 I w I I RIM: 2546.37 I :�Ei
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Q 2546.51 2546.51 \ Q/ : . / B55.50 2546.28 LIP/GB: 2546.28
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2545.83 Cc
- - - - - - - - \ w
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w 2546.86 0 '1141.11 N. PALIO AVE. _ 8o N. PALIO AVE. o 0
`0 °°2545.48 0.0% o 254548 O° L U
y- STA: 4+74.65, OFF: 23.09113 .. CD STA: 4+74.65, OFF: 22.34'L
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2545.87 ¢ °O 2546.72 / 9546.33 2546.33 O°
8�112545.92 - 2545.78 U. 6.6% O° LIP: 2546.28 LIP: 2546.28
I 2545.79 - - - - - - - - 2546.86 2546.63 2546.63 2546.46 - - - - - - 2546.75 - -
'S'�j LIP: 2545.42 LIP: 2545.42 2545.87 - - - - - - - - - - -
j 0.`� cc
N.APRICOT HILL AVE. o 0 o N.APRICOT HILL AVE. o
R/W W. LESINA ST. a o 0000 2546.28 2546.67
2546.65 STA: 4+84.27, OFF: 18.96'R 0.0%LLI o 2546.28 o STA: 4+84.27, OFF: 18.96'L
2545.85 Off° O��° STA: 16+92.51, OFF: 22.30'L 2546.58 2546.58 T 2546.58
O Apo 2545.79 2545.85 R 2546.67 W LESINA ST. .Q� 7.5% Q ` 7.5% 2546.61 R/W ■O
2° 2545.88 ° STA: 18+75.89, OFF: 18.96'L O O LIP: 2546.22 LIP: 2546.22
2545.71 2545.75 I o 0.8/° 2545.83 po J ti� o
2545.83 2546.49 2546.61 o gip° 2546.55 2546.45 ■ O
2546.63 1.0% o O = o o
W 2545.72
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LIP: 2545.50 GB 0.5% 2546.33Q
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LIP: 2545.42 c RIM: 2546.22
LIP: 2545.48 o RIM: 2545.42 2545.53 LIP: 2546.29 � o LIP: 2546.24
o LIP: 2545.52
\ / LIP/GB: 2546 LIP: 2546.22 T +
LIP/GB: 2546.22 LIP: 2545.51 28
G'6 RIM: 2545.50 -
LIP: 546.2
2546.28 LIP: 2546.28 RIM: 2546.22
GB/ LIP/GB: 2545.42 y i a o LIP/GB: 2545. / 28 0 a LIP: 2546.22
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1.� � 16+00 ` � o C�Q' o �` Z STA: 19+02.89 (W. LESINA ST.) TA/GB: 2546.64 O
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TA/GB: 2545.81 T - - - - ° - ° - ° - ° T- - - ° - ° � co
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x /0.0%\ X x /7 �+° 0.0% 1.0% 2.0% 0.5% 'l' �
RIM: 2545.67 W. LESINA CT. �� �"� -
STA: 16+55.89 (W. LESINA ST.) TA/GB: 2546.50 W. LESINA CT. RIM: 2546.22 �� � o
\ STA: 5+11.28 (N. PALIO AVE.) TA/GB: 2545.87 / Q
LIP/GB: 2545.42 `/� \ LIP: 2546.28 �Q�
cc
RIM: 2545.42 Ca$ LIP: 2546.28 LIP: 2546.28 2546.28 LIP: 2546.22 LIP: 2546.22 LIP: 2546.22
LIP: 2545.44 RIM: 2545.42 LIP/GB: 2545.48 LIP/GB: 2546.28 LIP/GB: 2546.22
D•5% LIP:2545.46 2545.53 LIP: C Lo �
�iB 2545.75 ° v,
LIP: 2545.42 �� LIP: 2546.29 � 0 0.0% LIP: 2546.24 ti
2545.48 LIP: 2545.52 �' o000o a 9 W
0.0% 0.5% 0.6% 2546.33 °°1.0% r_ o 0.6%
2545.67 0 2546.59 T
"' °° °° °° 2545.72 2546.49 2546.61 2546.64 T 6' 2546.55 2546.51 Revisions 11
2545.78
2545.83 U') 0.2%°° 2545.83 2546.67 W. LESINA ST. 2546.61
R -- T STA: 18+75.89, OFF: 17.17'R 1. AGENCY COMMENTS- 10/24/25
- - --R - - - R/W
R/W 2546.73 - RL - - - - - - - �W - - - - - - - 1w - - --- 2546.67--_ 2545.83 R/W R/W 2545.81 R 2545.82 R/W /W R
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STA: 16+92.51, OFF: 20.67'R 2545.88 U? r w
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568
10/24/2025
Roadway Details - W. Lesina St. & N. Palio Ave. Roadway Details - W. Lesina St. & N. Apricot Hill Ave. JT�TEOF ORXO
- Scale: 1" = 10' Scale: 1" = 10' W.
Project No.: 123200
Date of Issuance: 09.02.2025
Project Milestone: PERMIT
Roadway Details
Intersection Details
C4m53