HomeMy WebLinkAboutC4.51 Roadway Details Intersection Details Sheet Notes: 9: '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 UP
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: 2545.14
2.0%
2.0% o
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2545.27 �� I2545.27
2545.19 2544.97 SLIP- 2544.78 LIP: 2544.78� 2544.97 2545.19
~ I I 2545.08 2545.08
w I LIP/GB: 2544.77 I LIP/GB: 2544.77 I �-
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T 000° 2544.75 0
STA: 10+79.89, OFF: 22.38'R ,000 r °000 r STA: 10+79.89, OFF: 22.38'L =
60 2545.16 2545.16 " O
2545.05 6.6% 6.6% 2545.05
- - - - - - - - - - - 2545.14 - - - - - - - - - - - 2545.15 ,4 LIP: 2544.69 LIP: 2544.69 2545.16 - - - - - - - - - - 2545.27 2545.26
W. LESINA ST. W. LESINA ST. cc
2544.72 STA: 13+11.13, OFF: 22.38'L o ��\ STA: 13+83.90, OFF: 22.4411- 2545.19
R/W R/W R/W 2545.04 2545.04 OD\° o Quo 2545.06 2545.11
2545.02 2545.14 /W R/W O
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LIP: 2544.69 RIM: 2544.69 Q T LIP: 2544.69 (0.0% 0.5/° �-
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13+00 Z 14+00 TA/GB: 2545.14
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W. LESINA ST, STA: 13+47.53 (W. LESINA ST.) 1 9/° N
RIM: 2545.10 0•5% c0
STA: 11+16.30 (N. BARTOK AVE.) mime cc co
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LIP/GB: 254�64 LIP/GB: N
2544.73 LIP: 2544.75LIP: 2544 LIP: 2544.63 LIP: 2544.75 LIP: 2544.77 ti
LIP: 2544.69 LIP: 2544.69 a
0.5% 0.0% 0 2544.75 0.0% 0.5% �
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2544.85 0 2544.97
2544.68 0 0 °°°° 2544.80
2544.96 0..0% C °°.0% 2545.08 Revisions 1Q
2545 `� ° 1.0%°
2545.02 2545.14 1. AGENCY COMMENTS- 10/24/25
R/W 2545.04 2545.04 ��o O�\° 2545.05 2545.10 /W R/W
2545.07 W. LESINA ST. -W. LESINA ST. 2545.19 R
STA: 13+11.13, OFF: 22.32'R ,p I �o STA: 13+83.90, OFF: 22.441R
ti
- - - - - - - - - - 2545.152544.692544.69 R��2545.05 2545.16 - - - - - - - - - - 2545.26
2545.05 ° 6.6% - - -
w 2545.16 2545.16% - - -
w N. BARTOK AVE. 0 2544.75 g 2544.75 g N. BARTOK AVE. w
Q STA: 11+52.79, OFF: 22.28'R 0.0% r STA: 11+52.79, OFF: 22.28'L UJ
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2545.21 LIP: 2544.79 LIP: 2544.79 2545.21 I I 568
2545.35
0 o � 2545.35 I / 10/24/2025
c� s o
o N o I I >qT�OF \oP�
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3 I I I I ,;
2.0% 2.0% I I = Project No.: 123200
Date of Issuance: 09.02.2025
o TA/GB: 2545.15
0 0 � I I Project Milestone: PERMIT
N N N I I Roadway Details
Intersection Details
Roadway Details W. Lesina St. & N. Bartok Ave.
Scale: 1" = 10'
C4m51