PRODUCED BY AN AUTODESK STUDENT VERSION - San Diego State University
PRODUCED BY AN AUTODESK STUDENT VERSION SHEET INDEX EXISTING CONDITIONS 1 TUNNEL LAYOUT 2 DEMOLITION PLAN 3 TUNNEL PROFILE/SECTION 4 STRUCTURAL DETAILS 5 GRADING PLAN 6 GRADING PLAN CONT. 7 PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION TITLE SHEET
PRODUCED BY AN AUTODESK STUDENT VERSION TREES BUS STOP N 1 inch 25 feet PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION TREES PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION NAB 180' 5' 30' 5' 30' 1:12 1:12 1:12 1:12 1:12 1:12 5' 30' 5' 30' 1:12 46' 1:12 stairs level PRODUCED BY AN AUTODESK STUDENT VERSION 6' 105' BUS STOP 11' 1:12 1:12 1:12 1:12 1:12 1:12 level stairs 1:12 8' 1:12 Tunnel Improvement Location 0 1' 2' 1 inch 25 ft PRODUCED BY AN AUTODESK STUDENT VERSION N PRODUCED BY AN AUTODESK STUDENT VERSION 14' Coronado NAB Pedestrian Tunnel 40'
PRODUCED BY AN AUTODESK STUDENT VERSION NAB 1 1 11' 46' 13' TREES TREES 6' 2 3 BUS STOP 14' 20' 180' Demolition Notes 1. Demolish existing Trees. 2. Demolish existing part of bus lane. 3. Demolish part of the curb. LEGEND To be demolished # Demolition Mark N 0 1' 2' 1 inch 25 ft PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION 110' Coronado NAB Pedestrian Tunnel 1 PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION Materials: 1. Silty Sand : 4' 2. Concrete : 2x2' ; f'c 4,000 psi 3. Foundation : 3' N 1 inch 5 ft PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION Tunnel Side Section PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION 1 Typical Tunnel Section 1 Top Slab shear 2 3 Bending 4 Bottom Slab 5 2' 3 6 8 9 8 6' 16' 7 10" 9 3' 8 Sidewall Headwall N PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION 4
PRODUCED BY AN AUTODESK STUDENT VERSION N 10' 170' 30' 7.5 1:12 10.0 10.0 5.0 5.0 1:12 1:12 5' 12.5 30' 12.5 2.5 2.5 1:12 1:12 5' 30' 15.0 15.0 1:12 5' 17.5 30' 17.5 20.0 1:12 HP EXISTING GRADE 0.0 0.0 LP 0.0 PROPOSED ADA RAMP LEGEND HP HIGH POINT LP 0.0 LOW POINT SPOT GRADE 2.00% 0.00% 30' PRODUCED BY AN AUTODESK STUDENT VERSION SLOPE DIRECTION EXISTING PROPOSED TUNNEL 1.1 105' HP 5' MIN. 30' MAX. 5' MIN. 1 2.00% LEVEL LEVEL 12 MIN. TYPICAL ADA RAMP SECTION - N.T.S. 1:12 MAXIMUM SLOPE 1:48 MAXIMUM CROSS SLOPE PROPOSED ADA RAMP 0.0 7.5 7.5 7.5 7.5 10' 1:12 1:12 30' 5.0 5.0 10.0 10.0 5' 1:12 1:12 30' 2.5 2.5 12.5 12.5 5' 1:12 1:12 30' 0.0 LP 0.0 15.0 15.0 5' EXISTING GRADE 1:12 17.5 30' 170' PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION 7.5 1:12 5' 17.5 5' 20.0 1:12 HP 30'
PRODUCED BY AN AUTODESK STUDENT VERSION Tunnel Grading ADA RAMP LANDING 0.0 2.00% 2.00% 1.1 HP LP 0.0 HP 105' HP 8' LEGEND HP HIGH POINT LP 0.0 LOW POINT 0.00% HORIZONTAL SCALE Tunnel Profile 20 SPOT GRADE SLOPE DIRECTION 20 EX. ROADWAY 18 18 16 16 14 TOP OF TUNNEL 14 12 12 10 10 8 8 6 6 4 4 2.00% 2 1.1 0.0 1 HP LP 50 ADA RAMP LANDING MAXIMUM CROSS SLOPE 1:48 2 0.0 HP 1 0 LP HP 50 PROPOSED TUNNEL PRODUCED BY AN AUTODESK STUDENT VERSION 0 2.00% ADA RAMP LANDING MAXIMUM CROSS SLOPE 1:48 PRODUCED BY AN AUTODESK STUDENT VERSION 8' LP N PRODUCED BY AN AUTODESK STUDENT VERSION ADA RAMP LANDING PROPOSED TUNNEL
PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION. Coronado NAB Pedestrian Tunnel. 0. 0. 20' 40' Grading & Profile Plan. Sheet 7 of 7. Author: Juan_P_Back's Created Date:
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