;==================================================================
; GENERATED BY EXPRESS BRIDGE LAYOUTS
; Project: EBL-SAMPLE   Generated: 2026-05-27T00:00:00Z
; View: Bridge Elevation
;
; NOT FOR CONSTRUCTION. This file contains geometric line work
; only. Dimensions, structural analysis, code compliance, and
; engineer-of-record sign-off are the responsibility of the
; client. Express Bridge Layouts is a drafting automation
; service and does not act as engineer-of-record.
;==================================================================
;
; --- Sample geometry commands (synthetic, for demo purposes only) ---
; In a real EBL deliverable, this section would contain AutoCAD
; .scr commands generated from your submitted bridge geometry.
; Example structure (not runnable as-is):
;
;   LAYER N ELEVATION     C 7
;   LAYER N ABUTMENT      C 5
;   LAYER N PIERS         C 4
;   LAYER N GIRDERS       C 2
;   LAYER N BEARING_SEAT  C 3
;
;   ; NOTE: Elevation drawn flat - true elevations at supports
;   ; to be added by client per vertical curve profile.
;
;   ; Bridge elevation (Total Length 200 ft, 3 spans: 60/80/60)
;   LINE 0,0   200.0,0
;
;   ; Abutments (front face to CL bearing, cap, bearing seat)
;   LINE   0,-8.0    0,2.0
;   LINE   3.5,-8.0  3.5,2.0
;   LINE 200.0,-8.0 200.0,2.0
;   LINE 196.5,-8.0 196.5,2.0
;
;   ; Piers at 60 ft and 140 ft (cap horizontal/vertical, columns)
;   LINE  60.0,-16.0  60.0,2.0
;   LINE  56.0,-1.5   64.0,-1.5
;   LINE 140.0,-16.0 140.0,2.0
;   LINE 136.0,-1.5  144.0,-1.5
;
;   ; Girders (constant depth, flat soffit across all spans)
;   LINE   3.5,2.0  196.5,2.0
;   LINE   3.5,5.5  196.5,5.5
;
;   ; Approach slabs
;   LINE   0,2.0   -25.0,2.0
;   LINE 200.0,2.0 225.0,2.0
;
;   ... [geometry continues based on submitted inputs]
;
; END SAMPLE