HomeMy WebLinkAboutC4.52 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 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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2543.19 LIP/GB: 2542.82 LIP/GB: 2542.82 2543.19 I I
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2543.07 STA: 8+42, OFF: 18.96'R 2542.80 STA: 8+42, OFF: 19.021E W. LESINA ST. MIN
r STA: 8+36.90, OFF: 17.091E //�
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- o - LIP/GB: 2542.75 Z RIM: 2542.74
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TA/GB: 2542.92 W. LESINA CT. °° W. LESINA ST. TA/GB: 2543.24 C Lo Z!!
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LIP/GB: 2542.75 LIP: 2542.74 P: 2542.80 `" Revisions 1Q
LIP/GB: 2542.82
LIP: 2542.74 LIP: 2542.75 LIP: 2542.83 1. AGENCY COMMENTS 10/24/25
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Project No.: 123200
/ -- - Date o Issuance: 0 . .f' D t f l � 9 02 2025
- - Project Milestone: PERMIT
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Roadway Details
Intersection Details
Roadway Details - W. Lesina & N. Sunny Side Ave.
Scale: 1" = 10'
-- C4m52