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BRIDGES AND
TUNNELS OF
ALLEGHENY COUNTY,
PENNSYLVANIA

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Frederick Law
Olmsted
report to the
Pittsburgh Civic Commission

"Pittsburgh:
Main Thoroughfares and The
Down Town District"
1910

00 Cover Page

00 Contents

01 Down Town
   District

02 Main
   Thoroughfares

03 Surveys and
   a City Plan

04 Parks and
   Recreation
   Facilities

05 Special
   Reports

06 Index


PART I: The Down Town District
Pittsburgh: Main Thoroughfares and The Down Town District
Frederick Law Olmsted report to The Pittsburgh Civic Commission, 1910


page 25

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local modifications, will pretty surely appear in the final solution of the Pittsburgh problem. Subject, therefore, to the conclusions of the Flood Commission, a satisfactory development of the Pittsburgh wharf may be expected to include the following features.

First, there should be an amply wide water-front street, presumably formed by extending Water Street and Duquesne Way over the upper part of the present sloping bank. Second, the outer sidewalk of this street should become at most points a tree-shaded promenade, of such width and with such equipment of benches and other features for public recreation as the circumstances permit, so arranged that the people using it will neither be in the way of the transportation activities nor be annoyed or endangered by them, and so designed that the people can enjoy to the full the natural beauty of the river valley and the always interesting activities of which it is the stage. Third, there should be next the water a commercial quay, substantially level, of adequate but not unnecessary width, and accessible from the streets by inclined roads of reasonable gradient, parallel with the river, in place of the present excessive slopes.

In the first typical section here given is shown one such arrangement. Here, the level of the promenade is such that its solid parapet rises above the maximum flood level. This is of a type adopted for rivers that are subject to occasional excessive floods, as at Pittsburgh. It assumes the embankment to be made water-tight; the sewers and drains to be provided with proper back-pressure gates, and the openings from the streets, through the promenade and its parapet to the commercial quay, to be arranged for prompt damming on the rise of the water above the danger level. Thus would the entire business district be protected from floods, not only on the surface but also in the basements. The quay shown on this section is supposed to be at a level just above ordinary navigable stages, and to be equipped with power cranes for direct loading and unloading between steamers or barges, tied up at the quay, and wagons upon it. Provision could also be made for a freight track running in alongside the cranes for transfer between cars and vessels (if thought desirable), in addition to the facilities provided on railroad property. Alongside the quay, floating landing-stages for packets and so forth, reached by gang-planks or bridges, would


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Last modified on 22-Dec 1999
Design format: copyright 1997-1999 Bruce S. Cridlebaugh
Original document: Frederick Law Olmsted, 1910