A viaduct in Lausanne, showing how the valleys are spanned by the main traffic ways
The bridge and tunnel plan, proposed by residents of the South Hills, is briefly as follows: to start from Forbes Street, at Sixth Avenue, and rise steadily to the bluff north of Second Avenue; from here to rise on a bridge over the river, at a uniform gradient, to the opposite hill; to pierce the hill by a tunnel, at the same gradient, and reach the level of the present highways at the junction of Washington Avenue and Haberman Street. It is proposed also to have a lower deck on the bridge, which would connect East Carson Street with Second Avenue and an extension of Sixth Avenue.
This plan has the obvious advantage of starting some 40 feet higher than any of the present bridge approaches in the down town district, and at a point from 500 to 1000 feet north of any other feasible point of departure. Considerable gain is thus made at the very start. A uniform, uninterrupted gradient is proposed, from Forbes Street to Washington Avenue, in order to climb the maximum amount possible with a given distance and gradient. Information furnished us through the office of Edwin K. Morse shows that the horizontal distance from Forbes Street to Washington Avenue is 6800 feet and the difference in elevation between the two points is 260 feet. It follows that a uniform gradient, from one end to the other would be 3.82 per cent; this could be reduced to 3.74 per cent by raising the grade of Forbes Street about 6 feet, a change which is to be desired in connection with the down town thoroughfare improvements and the Civic Center. At first sight this gradient seems good for Pittsburgh; but bearing in mind the distance—over a mile and a quarter—for which this gradient is maintained without a break, considerable hesitancy is felt about recommending it for the main artery of a large thoroughfare system. A gradient of 3.5 per cent should probably be considered a maximum for such a long climb on a main thoroughfare, and 3 per cent would be far better. The former gradient could be secured by dropping the southern end of the tunnel about 16 feet, the latter by dropping it about 50 feet. In either case, the southern end of the tunnel, or its approach, would be bent westward and extended a little down the valley, north of Washington Avenue, toward the mouth of the street car tunnel. The exact amount of reduction to be desired in the tunnel gradient must be finally determined in conjunction with a careful study of its southerly extensions based on complete and accurate surveys of the possible routes. There is no advantage in lengthening one portion of a thoroughfare to get a 3 per cent gradient if nothing better than 3.5 or 4 per cent can be secured on the rest of the route. The surveys made for the County Commissioners, under the direction of E. M. Bigelow, and courteously shown to representatives of the Civic Commission, unfortunately fail to furnish the needful data, as they do not extend to the upland districts which are the ultimate objective of the proposed route.
The high-level tunnel reaches existing streets at Washington Avenue. From this point is planned a system of thoroughfares, which, if constructed, would reach all parts of the South Hills. These thoroughfares are indicated by dashes beyond the junction of the tunnel with Washington Avenue.
The Bell House, or low-level tunnel is indicated by a dotted line. It is an approach to the West Liberty Road and would give easy access only to the territory reached by that road and to other territory in the nearby valley bottoms.
The above diagrams show the areas that can be reached via the low-level and high-level tunnel routes to the South Hills, on a maximum gradient of 3½ per cent, by hauls of various lengths from City Hall. The areas are given in the following table:
| Length of haul from City Hall | Total area reached | Amount of land sloping over 25 per cent | Remaining land available for use | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Low-level route | High-level route | Low-level route | High-level route | Low-level route | High-level route | |||||||
| 2½ miles | 156 | acres | 1091 | acres | 86 | acres | 373 | acres | 70 | acres | 718 | acres |
| 3 miles | 672 | " | 2710 | " | 293 | " | 848 | " | 379 | " | 1862 | " |
| 3½ miles | 2763 | " | 4877 | " | 1053 | " | 1617 | " | 1710 | " | 3260 | " |
| 4 miles | 6329 | " | 7408 | " | 1935 | " | 2449 | " | 4394 | " | 4959 | " |
But even without precise data, it is clear that the best permanent means of reaching those upland districts, whether on one side of Sawmill Run or on the other, is not by a tunnel debouching in the bottom of the valley—say at the Bell Tavern. This follows from the fact that the tunnel can reach a much higher level at a good gradient and with a shorter distance. And from this higher outlet point a viaduct high in the air above the Bell Tavern would give direct access to the uplands of Beechview and Mt. Lebanon and southward, while streets of easy gradient would reach the uplands east of Sawmill Run. The high level tunnel, furthermore, will reach all the areas served by the low level, or Bell Tavern, route, and in addition can reach the other and more important lands on the hills which cannot be reached via the Bell Tavern route within a reasonable distance.
The thoroughfare extensions from the southern end of the tunnel are briefly discussed under "Outlying Thoroughfare Improvements" below. At its northern end the new bridge would fit admirably into the proposed thoroughfare system of the Down Town District, main wide streets extending directly from the end of the bridge approach to the north, south, east, and west.
Owing to the importance of the South Side as a point for the delivery of freight, a reasonably direct and easy approach from there to the new tunnel seems desirable. Freight to be teamed to the South Hills District seems likely to originate either near the Smithfield Street bridge, or east of South Seventeenth Street. From the former point, it is almost out of the question to get an approach of easy gradient to the mouth of the tunnel, on account of the lack of distance; but it must be remembered that the inclines will still be available, greatly relieved by the new tunnel from their present congestion, and further that freight for the South Hills could easily be shipped to points from which access to the new tunnel would be easy and direct. From the latter point, the connection can be secured by climbing over the railroad on a viaduct, probably along South Twelfth Street, and thence following the hillside westward on a more or less uniform gradient to the mouth of the tunnel. An examination of the hillside below the Brownsville Road indicates that such a street, though somewhat costly, is not in the least impracticable. It might be best to construct it with a minimum of cutting by the use of a sidehill viaduct of reinforced concrete.
With the modifications above suggested the plan proposed by the residents of the South Hills, for a bridge and tunnel to the South Hills District, is eminently desirable. It is, therefore, urgently recommended as the best method of securing an adequate main thoroughfare artery to this region.
The following recommendations are in no sense the result of an exhaustive study of the main thoroughfare system of the Pittsburgh District. They comprise only the most desirable improvements noted during a general study of the outlying branches and connections of those thoroughfares which concentrate upon the down town district. The fact that a study undertaken with such a point of view has led so far afield that it has compelled the investigation of existing and probable connections so remote as some of those noted below, is, in itself, evidence of the complexity of the highway problem, and of the fact that it cannot be dealt with locally, in a piecemeal manner, without great sacrifice of opportunity.
The improvements are designated in the following text by numbers which correspond with those on the accompanying folded map of the Pittsburgh District.[11]
1. Sixteenth Street Bridge.—The first thoroughfare branch of the Penn Avenue artery is the Sixteenth Street bridge. Because of its physical unfitness, and because it is, at present, an unreasonable interference to navigation, it must soon be rebuilt.[12]
At the time of reconstruction, the railroad grade crossing on each approach should be eliminated, probably by carrying the street over the tracks. At the southern end, the grades make such a change very simple. At the northern end, the separation of grades will be facilitated if the tracks of the Pittsburgh and Western Division of the Pennsylvania Railroad can be lowered a few feet. No physical objection to such a change of track grade is apparent.
Diagram No. 1. Thirty-third Street improvement. Profile of Liberty Avenue
2. Twenty-eighth Street Grade Crossings.—Near Twenty-eighth Street the tracks of the Allegheny Valley Railroad cross both Liberty and Penn Avenues at grade. These grade crossings should be eliminated, the railroad tracks being raised to go over both streets.
Diagram No. 2. Penn-Liberty connection at Thirty-first Street
3. Thirty-third Street Improvement.—At Thirty-third Street on Liberty Avenue there is a railroad grade crossing. The street should be lifted over the tracks and the filling extended west to Thirty-first Street and east to Thirty-seventh Street; in this way the gradient of the steep portion of the Lawrenceville hill can be reduced from 5.6 per cent to 4 per cent, which is the present gradient on the rest of the hill. (Diagram No. 1.) An easy connection should be made with the Penn Avenue artery at about Thirty-first Street. (Diagram No. 2.) With these changes the Penn-Liberty line would provide a thoroughfare from the down town district to the East End with a 4 per cent maximum gradient, which is easier than can be reasonably obtained on any other line. The northern end of the Thirty-third Street bridge and the west end of Ligonier Streets should be raised to meet the new grade of Liberty Avenue; the bridge will then be about level, and Ligonier Street will slope between 6 and 7 per cent down to Thirty-fourth Street.
Diagram No. 3. Penn-Liberty Connection at Howley Street.
4. Sassafras Street Outlet.—Raising the grade on Liberty Avenue will seriously interfere with the western outlet of Sassafras Street. But if this street becomes of sufficient importance—and its location in the valley close to the railroads suggests a considerable development of its frontage for freight houses, warehouses or manufacturing—it will be simple and satisfactory to bring the western outlet to the junction of Penn Avenue and Butler Street by means of a short tunnel under Thirty-fourth Street from the south side of Liberty Avenue to the northwest side of Ligonier Street.
5. Penn-Liberty Connection at Howley Street.—A connection northeast from the junction of Liberty Avenue and Main Street to Penn Avenue will be needed. (Diagram No. 3). This can be secured by widening and extending Howley Street. Thereby traffic bound for the Garfield District and east thereof can climb the Lawrenceville hill by the comparatively easy gradient (4 per cent) on Liberty Avenue, avoiding the steeper hill (about 5 per cent) on Penn Avenue. This will also connect with the proposed Bloomfield bridge to Grant Boulevard.
6. Forty-third Street Bridge.—Butler Street is the main extension of the Penn Avenue artery up the Allegheny River, and its first branch thoroughfare is at Forty-third Street. The Forty-third Street bridge, like the one at Sixteenth Street, must soon be rebuilt.[13] This bridge connects Millvale and large sections of Shaler and Ross townships with the Point District via the Penn Avenue artery. The new bridge should be of ample width and should be high enough so that the approaches can be carried over the railroad tracks at either end.
7. Sharpsburg Bridge.—The Sharpsburg bridge is the next important branch of the Butler Street thoroughfare. It forms the most direct connection from Pittsburgh proper to the boroughs of Sharpsburg and Etna and to large portions of Shaler and O'Hara townships. The bridge should be widened—the present roadway being only 21 feet including car tracks—and the northern approaches should be improved. (Sections 60 and 61 following.)
8. Butler Street Improvement.—From a point nearly opposite the western end of Baker Street east to Haights Run, there is no property of value for manufacturing, or for dwellings, or stores, between Butler Street and the railroad which runs below it on the river bank. The same is true east of Haights Run as far as the Brilliant pumping station or the present beginning of Beechwood Boulevard. It seems very desirable that these portions of Butler Street, instead of being widened merely enough for traffic accommodation, be developed as a picturesque riverside parkway—a fitting approach to Highland Park and a continuation of Beechwood Boulevard. This involves the control of the narrow strip of property between Butler Street and the railroad; though occasional houses might be allowed to remain therein without detriment to the effect as a whole. The Bureau of Parks is working along these general lines, and has already bought many parcels of the land north of Highland Park between Butler Street and the railroad.
9. Haights Run Bridge.—The present Butler Street bridge over Haights Run is of light construction and has a total width of only 17 feet; this should be rebuilt of ample strength and capacity.
10. The Aspinwall Bridge.—The Aspinwall bridge, crossing the river at Six Mile Island from Butler Street to the eastern portion of Sharpsburg, is narrow (36 feet over all) and is of light construction. It is so important that it will some day need to be rebuilt of ample width and strength for main thoroughfare use. At its southern end it connects (1) with the Butler Street thoroughfare, of which it forms the northeastern extension, and (2) with a proposed cross-town line (Section 25 following) up the Haights Run Valley to East Liberty. On the north it connects directly with Guyasuta and Aspinwall, with most of the country in O'Hara township, and with the Freeport Road leading to Claremont, Montrose, Oakmont and all points up the Allegheny River. This Freeport Road is destined to become the main thoroughfare up the Allegheny because the precipitous character of the south bank of the river, and the consequent almost total absence of land suited to residential or commercial development between Highland Park and Verona, make the direct extension of Butler Street, as a riverside thoroughfare, both expensive and impracticable.
Diagram No 4. Forbes Street—Fifth Avenue connection at Soho
Diagram No. 5. Fifth Avenue—Center Avenue connection at Soho
11. Forbes Street—Fifth Avenue Connection at Soho.—At Soho the connection between the Forbes Street artery and Fifth Avenue—the principal thoroughfare to Bellefield and all points to the east thereof—is most simply accomplished by splitting the Forbes Street artery at Seneca Street into two levels, the upper, on the north side, running on nearly a straight line and gradient to Fifth Avenue, joining it just west of the school house. (Diagram No. 4.) The lower portion would become the continuation of Forbes Street, and should be raised at Brady Street about 17 feet, or so much that the gradient on Brady Street, up from Forbes Street under the proposed high-level street to Fifth Avenue, will not be over 6 or 7 per cent. A good gradient will still be possible on the approach from Forbes Street to the Twenty-second Street bridge; and the Forbes Street gradient, down from Seneca Street, will be much reduced. These changes will greatly improve the means of access to the Twenty-second Street bridge.
On Forbes Street, just west of Craft Avenue, there is a bad gradient for a main thoroughfare (about 6½ per cent) which is not easy to improve; but the above cross connection at Brady Street will give a through line to the East End via the Forbes Street artery and Fifth Avenue, with a maximum gradient of about 4½ per cent (on the Soho hill).
Diagram No. 6. Ellsworth Avenue extension
12. Fifth Avenue—Center Avenue Connection at Soho.—As a main thoroughfare feeding Minersville and the northern part of the Hill District, either from the South Side via the Twenty-second Street bridge, or from the Point District via Fifth Avenue or Forbes Street, a connection is needed on a reasonable gradient from Fifth Avenue to Center Avenue through the valley south of Soho hill. Such a street (Diagram No. 5) could leave Fifth Avenue at Jumonville Street, start along the location of Wyandotte Street, then curve around the nose of the hill and follow the hillside on the west of the valley; thus, by cutting away some of the recent filling at the upper end of the valley, it could reach Center Avenue at the corner of Soho Street with a uniform gradient of about 3 per cent. At present there is no way of reaching this high land on a gradient less than 7 per cent.
The new street shown on the diagram is preferred to the improvement and extension of Moultrie Street because (1) it gives a better gradient, (2) it is a more direct approach from the down town district, and (3) it leaves the bottom of the valley available for enlarging the Moultrie Street playground.[14]
A one-sided hill-street in Geneva, possessing an incidental recreative value
13. Ellsworth Avenue Extension.—As Fifth Avenue is the principal thoroughfare to Bellefield, so Ellsworth Avenue becomes its main branch or extension from Bellefield to East Liberty. This street should not end at Neville Street, as at present, but should be extended to the corner of Craig Street and Fifth Avenue. (Diagram No. 6.)
Diagram No. 7. Monongahela hillside thoroughfare—a typical section
14. Monongahela Hillside Thoroughfare.—The thoroughfare requirements from the Forbes Street artery up the Monongahela River can best be met by a hillside street, partly new and partly following existing streets, running substantially parallel to Second Avenue but along the hillside above the railroad tracks. This thoroughfare would leave Forbes Street at the bend about 1200 feet east of Brady Street, cross the little valley (which should be filled north of the new street) and extend eastward, crossing Bates Run on a viaduct, and using, where possible, parts of Lawn and Frazier Streets, to the mouth of Four Mile Run. Thence, by another viaduct, it would connect with Sylvan Avenue, on the north side of the valley, and follow this street widened to Hazelwood Avenue; by another viaduct it would cross the Flowers Avenue valley to Glenwood Avenue and follow the latter widened and partially regraded to Mansion Street. There it would bend to the northeast, cut through the plateau land to the next ravine, cross this on a viaduct and, bending southward again, descend around the nose of the hill to the Glenwood bridge. So easy a gradient can be obtained on this new street that it may reasonably be expected to carry nearly all the through traffic. With proper connections (the most important of which are described below), it will also take most of the travel to and from the residential districts lying above it to the northeast.
The location of this street, high on the hillside above the Monongahela River, presents unusual opportunities incidental to serving its primary purpose as a main thoroughfare. With an ample roadway for all kinds of traffic, with trees for shade and decoration, with a broad promenade overlooking the river and the hills to the south, it would furnish rare and much-needed facilities for recreation; and, further, it would have a distinctive character most appropriate to the rugged topography of the Pittsburgh District. (Diagram No. 7.)
15. Bates Run Connection.—Starting from the western end of this new street, the first important transverse street connection would be at Bates Run. Here a street should be run up the east side of the valley, not far from the present location of Romeo Street, to the intersection of Wilmot and Bates Streets, thus reaching the Oakland District.
16. Greenfield Avenue Connection.—On the southeast side of Four Mile Run the new thoroughfare will pass over Greenfield Avenue. But a connection should be made therewith by running a practically level street, from about the junction point of Sylvan Avenue and the new thoroughfare, northeast along the hillside adjacent to Greenfield Avenue until it meets the Greenfield Avenue grade.
17. Greenfield and Squirrel Hill Extension.—From this point on Greenfield Avenue a new street should be built running to the northeast. It would cross the first little ravine on a viaduct, thence follow the south bank of the Four Mile Run valley, climbing at a uniform gradient, and join Beechwood Boulevard at the southern end of the bridge into Schenley Park. This will furnish a direct connection from the new hillside thoroughfare to the eastern portion of the Greenfield District and to Squirrel Hill; the maximum gradient will be only about 3½ per cent instead of about 7 per cent as at present on Greenfield Avenue.
This new street could be extended, from the point where it joins the boulevard, underneath the Greenfield Avenue viaduct, along the side of the valley to the south and up to the higher portions of the Greenfield District. The gradient of such a street need not exceed 5 per cent.
18. Hazelwood Grade Crossing.—Although the construction of the hillside thoroughfare (Section 14 above) does away with the necessity for widening Second Avenue east of the Tenth Street bridge, Second Avenue is still an important main line, and all feasible improvements should be made thereon. One of these is the elimination of the grade crossing at Hazelwood, and here Second Avenue should probably be carried under the tracks.
19. Glenwood Bridge.—The Glenwood bridge becomes a most important link in the thoroughfare system; it connects Second Avenue and the proposed hillside line at one end, with Eighth Avenue in West Homestead and with the mouth of Streets Run at the other. Eighth Avenue leads up the Monongahela to Homestead, Munhall, Rankin, Braddock, Bessemer, Duquesne and McKeesport; Streets Run is the starting point of several important thoroughfare lines into the country south and east. One of these thoroughfares will undoubtedly be a main line from the city proper to Dravosburg and points above on the Monongahela River. The bridge should certainly be widened and the gradients of the approaches improved, especially that from Second Avenue.
20. Baum Street Improvement.—Grant Boulevard will always be an important line to the East End, especially for fast-moving travel. To improve its outlet eastward from Herron Hill, Baum Street and South Atlantic Avenue should be connected and extended west to Craig Street. The connection between the two streets is easily made by cutting through the corner between Liberty Avenue and Rebecca Street, leaving a small triangular park. The extension of South Atlantic Avenue will require a bridge over the Pennsylvania Railroad just east of Morewood Avenue, a bridge over the Baltimore & Ohio tracks, and the grading and paving of the street already located west to Melwood Avenue and Craig Street.[15]
At its eastern end the outlet into Penn Avenue should be improved by widening Whitfield Street on the east side and by rounding back the corner of Baum Street and South Highland Avenue.
21. Center Avenue Improvement.—The junction of Center, Ellsworth and South Highland Avenues at East Liberty is certain to become a congested point and to require more ample outlet into Penn Avenue. Several possible solutions have been considered, but the simplest plan, and probably in the end the most economical and satisfactory, is to widen Center Avenue on the south side from South Highland Avenue to Penn Avenue, cutting off the jog at the latter end. This improvement will give ample connection with Penn Avenue and the more important streets radiating from East Liberty. (Diagram No. 9.)
22. Hamilton Avenue Extension.—The proposed extension of Hamilton Avenue from Fifth Avenue west to Penn Avenue is certainly desirable. The western end, however, should not be located adjacent to the Pennsylvania Railroad tracks (as planned by the Bureau of Surveys) but should join Frankstown Avenue at Station Street. (Diagram No. 9.) This location provides a more economical arrangement of streets and lots because it avoids (1) constructing a main thoroughfare with business frontage on only one side, and (2) leaving a building block only 100 feet in total depth between two main streets. The plan necessitates widening Frankstown Avenue, but this street is an important thoroughfare much in need of widening on its own account and a few additional feet to accommodate Hamilton Avenue traffic will not materially affect the cost.
At its eastern end the Hamilton Avenue extension should connect more directly with Kelly Street. This connection can be secured by widening and constructing Kelly Street, as located, from Fifth Avenue to Julius Street, and from there building a short diagonal to Hamilton Avenue. (Diagram No. 8.)
Diagram No. 8. Hamilton Avenue extension
23. Negley Run Boulevard.—East Liberty is so important a junction point of main thoroughfares, a distributing point as it were, that good connections to all localities are important. One of these is a boulevard, or street, chiefly for pleasure vehicles, down Negley Run to Beechwood Boulevard. It could practically follow the lines of Princeton Place and Butler Street. By widening and regrading these streets and by acquiring and controlling the ravine and its banks a very attractive boulevard may easily be secured. Incidentally an extremely unattractive and undesirable Negro and Italian settlement, in this valley, will be cleared out.
24. Larimer Avenue Extension.—Princeton Place, or the boulevard just proposed, and Larimer Avenue, a thoroughfare leading into the Lincoln District, both dead-end at Broad Street. A connection for both should be made through to Penn Avenue. (Diagram No. 9.)
When this change is made and Frankstown Avenue is widened (Section 22) the eastern corner of Frankstown and Penn Avenue should be cut back to aid general traffic circulation.
Diagram No. 9. East Liberty Improvement
25. Haights Run Thoroughfare.—Another connection to be desired is from the East Liberty center to the Aspinwall bridge. The needed link is from Stanton Avenue to Butler Street. Following Haights Avenue for two blocks the new street should extend down the west bank of the Haights Run valley, with a maximum gradient of about 3½ per cent, to Butler Street. This new street would be used for both business and pleasure traffic, and its location on the steep side of a beautiful valley, much of which is already park land, will greatly enhance its value as a pleasure drive.[16] West frontage on this street, where the bank is not too high for use, will have a peculiar value for residential purposes owing to the permanence and beauty of an unobstructed outlook toward the park.
A branch connection might easily be secured (at a somewhat steeper gradient) between this new street and the table land of the Morningside District by winding up the side of the branch valley and joining Chislett Street four or five hundred feet south of Martha Street.
26. Meadow Street Connections.—Stanton Avenue is already an important thoroughfare feeding the high sections of Morningside and cross-connecting many radial streets especially in the Highland Park District. Meadow Street is its logical extension to the southeast, and by an approach from Stanton Avenue to the new Meadow Street bridge over Negley Run these two streets can and should be connected. It is understood that this connection is already being made.
Unfortunately on the east Meadow Street comes almost to a dead-end a block or so before reaching the junction of Frankstown and Fifth Avenues. Owing to the location of the Pittsburgh Hospital, the direct extension of Meadow Street is impracticable and the outlet to Frankstown Avenue can best be secured by widening Finley Street.
27. Stanton Avenue Connection to the Lincoln District.—A viaduct should be built from Stanton Avenue, at substantially the point where it enters Highland Park, running over Beechwood Boulevard and the Brillant Cutoff tracks to that portion of Highland Park lying east of the railroad and now practically unused because of its inaccessibility.
Furthermore, if it shall be possible to acquire a considerable portion of the Highland Cemetery property (still vacant) for residential or other taxpaying use, or if simply a right-of-way can be secured through the cemetery property, a combined thoroughfare and boulevard should be built from the viaduct above proposed, running about as shown on the map and connecting with Lincoln Avenue at the top of the hill. By this line the steep gradients on Lincoln Avenue can be avoided and the high country to the east reached on a gradient of not over 4¾ per cent.
28. Beechwood Boulevard Connection.—Chiefly for pleasure traffic more street accommodation is needed between the ends of Beechwood Boulevard, at Frankstown Avenue and at Fifth Avenue. As the Pennsylvania Railroad freight yards practically prevent linking the ends of the Boulevard by a new street west of Fifth Avenue, the best plan would be to widen Fifth Avenue, from boulevard to boulevard, enough for two roadways, one for pleasure vehicles and the other for business traffic. (Diagram No. 10.) The west roadway would be best suited for pleasure travel because more than half of the west frontage is occupied by freight yards requiring access at only one or two fixed points.
Diagram No. 10. Beechwood Boulevard connection. A possible section
29. Boundary Street Improvement.—The plan to relocate and lower the Baltimore & Ohio Railroad tracks in Junction Hollow and to construct a cross-town thoroughfare on the present railroad site, is advantageous to all concerned and, it is hoped, will soon be carried out. The new street (Boundary Street relocated), at its southern end, should connect both with Second Avenue and the proposed hillside thoroughfare (Section 14); with the former by following the present line of Forward Avenue south to Greenfield Avenue, and with the latter by going over the Baltimore & Ohio tracks just north of the present Sylvan Avenue viaduct, and extending west along the bank up to the new hillside street. At its northern end the new Boundary Street would bend to the east, after passing under Forbes Street, and, following the side of the ravine to get an easy gradient, curve westward again and join Fifth Avenue at Clyde Street. A branch to the west could connect with Boquet Street at Joncaire and with Forbes Street at the Schenley Park entrance. (See Bellefield Improvement, Plans A and B, Part IV, pages 102 to 104.)
The new Boundary Street line should further be extended from Clyde Street north to Millvale Avenue at Center Avenue. This will give a continuous cross-town thoroughfare—the first one on a good gradient east of the down town district—from Second Avenue on the south to Penn Avenue on the north, tapping, en route, practically all the radial thoroughfares in the East End.
30. Murray Avenue Extension.—Murray Avenue, in Squirrel Hill, is of secondary importance as a thoroughfare, owing to its steep gradients: but its usefulness can and should be increased by extending the street south along the line of the street railway from Forward Avenue, over Beechwood Boulevard on a viaduct or bridge, to Hazelwood Avenue.
Practically as a continuation of this line and of the Boulevard, the present roadway to Brown's bridge, now maintained by the Street Railways Company, should be widened and improved as a city street.
31. Beechwood Boulevard Re-alignment.—Beechwood Boulevard at Monitor Street makes two uncomfortably sharp bends to skirt a ravine. The ravine should be filled out two or three hundred feet from the upper end, and the Boulevard should be carried across on an easy curve at the eastern edge of the fill.
32. Second Avenue Extension.—From the Glenwood bridge to the mouth of Nine Mile Run, the old location of Second Avenue, between the Baltimore & Ohio tracks and the river, presents a first-rate opportunity for a riverside street or boulevard. There are practically no buildings or industries requiring river frontage for commercial purposes, and yet there is sufficient room for a riverside thoroughfare of ample width without encroaching too much upon the flood section of the river. In a city where rivers play so vital a part in the commercial development, and form a most telling and characteristic element in the landscape, every opportunity should be seized to enjoy as well as utilize them.
To be well above a maximum flood line, a boulevard along the water's edge would have to be nearly as high as the railroad grade; but to avoid the large cost for river walls and filling, which such a construction would imply, the road could be built at a level only rarely flooded without sacrificing an appreciable amount of its essential value for recreative purposes. At its southern end it would rise over the Baltimore & Ohio tracks, a short distance east of the Glenwood bridge, to connect with the proposed hillside thoroughfare (Section 14); and at its northern end it would rise to connect with Brown's bridge, and from there could extend into the Nine Mile Run valley. A parallel location for this street, on the hillside above the railroad, has been suggested and carefully considered; but it is believed that, owing to the large amount of retaining wall required, the cost of construction would be almost, if not fully, as great as in the other location, and, other things being equal, it is a very real disadvantage to have a railroad between the river and a road which would otherwise have so much value as a pleasure drive. In either location, however, this street would form an attractive and important link in a hoped-for park and parkway development.[17]
33. Batavia Street.—Frankstown Road is the principal thoroughfare feeding large portions of Penn township and country to the east. The importance of this line means inevitably the concentration of much traffic at the junction of Frankstown Avenue and Oakwood Street where the Frankstown Road begins. Some relief can and should be afforded by improving portions of Batavia Street and extending it to Frankstown Road at Blackadore Avenue. Batavia Street should also be extended across Oakwood Street to Kelly Street, thus encouraging the use of the latter as an approach to the Frankstown Road thoroughfare.
34. Wilkinsburg Grade Crossings.—In Wilkinsburg three important streets,—Rebecca Avenue, South Avenue and Penn Avenue,—cross the Pennsylvania Railroad tracks at grade. Although plans for separating these grades must depend on the general plan of the Railroad for improvements in this region, it seems that the best solution, both for the Railroad and for the people, will probably be to raise the tracks as much as possible and to carry them over the streets. It is supposed that a plan to raise their tracks is now under consideration by the Railroad.
35. Wilkinsburg-Edgewood Connection.—Improved thoroughfare connections from Wilkinsburg through Edgewood to Swissvale, Rankin and beyond are much needed. Pennwood and Edgewood Avenues offer perhaps the most promising route. By sufficiently widening the former from Hampton Avenue to Hutchinson Avenue it can be divided, the east half remaining as at present, and the west half rising gradually to an overhead railroad crossing at Hutchinson Avenue. East of the tracks the street would descend gradually to the south over Race Street to the junction of Swissvale and Edgewood Avenues, forming practically an extension of the latter.
Pennwood Avenue should also be extended along the railroad from Rebecca Avenue to Penn Avenue. If possible, the small freight yard now in the way should be removed, perhaps to the other side of Penn Avenue, but if this proves to be impracticable it will not be unreasonably indirect to carry Pennwood Avenue around and simply cut back the southerly corner of the freight yard.
36. Braddock Avenue—Northerly End.—Braddock Avenue should be an important thoroughfare, cross-town from Frankstown Avenue to Forbes Street, and radial from Forbes Street southeast. North of Penn Avenue it is only located; this portion should be constructed and the railroad grade crossing eliminated.
37. Braddock Avenue Viaduct.—To avoid the two, long, bad gradients on Braddock Avenue, crossing the Nine Mile Run valley, a diagonal connection should be made from Henrietta Street and Braddock Avenue to Hutchinson and Laclaire Streets. From the southern end of Laclaire Street a viaduct should be built across the valley, and connections should be made to South Braddock Avenue at the top of the hill and to Monongahela Street at Euclaire Street.
38. Rankin Improvement.—Miller Avenue and Fifth Avenue extension continue the Monongahela Street thoroughfare in Rankin. The sharp cramped corners at Harriet Street should be eliminated by cutting a diagonal from Miller Avenue at Gas Alley to Fifth Avenue extension at Harriet Street.
The steep gradients and cramped turns from Hawkins Avenue to Braddock Avenue, at the Braddock borough line, should be short-circuited by extending Fifth Avenue eastward from Hawkins Avenue to Kenmawr Avenue, lowering the grade of the latter or even running under it if necessary to get an easy gradient, and thence running southward along the side of the valley to Braddock Avenue.
The portion of Braddock Avenue north of the Pennsylvania Railroad should connect with this new street by bending sharply to the west, after crossing the tracks, descending on a gradient of 4 or 4½ per cent, and joining the Fifth Avenue extension at about Antisbury Street.
39. Forbes Street Extension.—Kelly Avenue is the best extension of Forbes Street from East End Avenue, under the Pennsylvania tracks, to the eastern portion of Wilkinsburg. The two streets do not connect easily at Peebles Street, and a diagonal should be run through the Pittsburgh Field Club grounds from East End Avenue to Kelly Avenue.
From Trenton Street to West Street, Kelly Avenue is quite steep; but the gradient can easily be reduced by filling 10 or 12 feet at West Street.
40. Woodstock Avenue Extension.—Woodstock Avenue is probably the most important thoroughfare from Swissvale to Braddock, East Pittsburgh, and points up Turtle Creek; but it connects very indirectly at Swissvale with Edgewood and Braddock Avenues, its main feeders. From Rosslyn Street it should be extended to Center Street at the end of the Washington Avenue bridge over the railroad, and from there curve around parallel to the railroad, descending gradually past the Swissvale station to Braddock Avenue. The corner of Noble and Orchid Streets could be lowered to meet the grade of the new street, and the connection with Edgewood Avenue would be via Orchid Street as at present.
41. Bell Avenue Extension.—Hawkins and Bell Avenues form the natural extension of the Woodstock Avenue thoroughfare through North Braddock. The connection between these two, however (west of Jones Avenue), is indirect and cramped. Fortunately it can easily be improved; Bell Avenue should be extended northwest along High Street (by widening the latter on the south side), thence, by a viaduct or filling, across the ravine to join Hawkins Avenue at the bend by Penn Street.
42. Ardmore Thoroughfare.—The route of the Ardmore car line offers a first-rate opportunity for a direct thoroughfare from Wilkinsburg to East Pittsburgh and thence up Turtle Creek. Such a thoroughfare is much needed, partly because it will open up for development large areas of the back country in Wilkins and Braddock townships and partly because, owing to the already dense development in Rankin, Braddock and Bessemer, efficient thoroughfare widenings between the steep hills and the river would be so expensive as to be hardly justified and very difficult of attainment. The need for extensive street widenings through these districts will be practically eliminated by a thoroughfare of easy gradient along the Ardmore route. It is understood that the County has already begun the construction of this street.
43. Wilkins Township Thoroughfares.—From Wilkinsburg, Penn Avenue is the chief thoroughfare approach to most of the hilltop country in Wilkins township, feeding it via the Greensburg Pike and another highway to the east. Its gradient is very bad. A new approach can be made to the high land on an easy gradient by branching to the north from the proposed Ardmore thoroughfare (Section 42 above) about 3,000 feet east of Franklin Avenue, crossing the mouth of the first valley and following up the side of the eastern valley to the hilltop roads.
As a further improvement, opening up this high land and connecting the important radial thoroughfares, this new street should be extended north along the hilltop to Frankstown Road.
44. Greensburg Pike.—From the northwest the Greensburg Pike (or Penn Avenue) descends into Turtle Creek with many sharp angles and a very steep gradient. A new hillside street descending the west side of the hill, rounding the nose thereof, and thence extending northward down to the valley level at Turtle Creek, is not an impossible solution of the present difficulties.
45. Greensburg Pike South of Turtle Creek.—South of Turtle Creek the Greensburg Pike again ascends the hill on a pretty steep gradient. In part at least this gradient can be improved by making the route somewhat more circuitous.
46. Streets Run.—From the Glenwood bridge one thoroughfare, destined to be of importance, follows the valley of Streets Run to Miller's Grove, branching there into lines feeding Snowden, Jefferson and the southern portions of Baldwin and Mifflin townships. The street needs, in addition to widening, some re-alignment and regrading. At several points where it crosses the Run, the fords should be replaced by bridges.
47. Dravosburg and Mifflin Township Thoroughfares.—Going south from the Glenwood bridge the first valley branching eastward from Streets Run leads to the high land at Lincoln Place. Irwin Street is the present thoroughfare in this valley, but towards its upper end it becomes rather steep for main thoroughfare purposes. The most feasible plan to reach the southern highlands of Mifflin township and to connect with Dravosburg and thence up the Monongahela, is probably to follow up the south fork of the Irwin Street valley, climbing gradually but steadily along the hillside, and reaching the high land above the head of Thompson Run. From this point branch roads can tap much of the hilltop land of the township. Extending southeast the main road would cross the ridge south of Thompson Run, and descend gradually along the south side of the ridge to Dravosburg; there it would connect with lines up the Monongahela River.
The high land between Streets Run and Whitaker Run can probably be best served by a hillside road following up the valley between Homestead and West Homestead.
48. Eighth Avenue Improvement.—The Eighth Avenue extension, from Munhall to Duquesne, has for the most part a satisfactory gradient for a main thoroughfare; but just south of Green Spring it is unnecessarily steep. The road can easily be shifted a little down the hill, and the climb lengthened enough to get a very easy gradient.
The location of this thoroughfare high on a precipitous hillside overlooking the river and the enormous industrial plants at Braddock and Bessemer, vital elements in the development of the Pittsburgh District, presents an opportunity for scenic value which should not be overlooked. The natural beauty of the hillside and the interesting outlook over the river should be preserved.
49. Eighth Avenue Branch Westward.—The best way to reach the high land west and northwest of Duquesne is from the Eighth Avenue thoroughfare. A branch could easily wind up the hill from the vicinity of Kennywood Park, and thence cross the hilltops forming a main east and west thoroughfare.
50. Eighth Avenue Branch to Dravosburg.—From the next plateau south of Kennywood Park a branch could be extended southwest across Thompson Run (on a viaduct) and along the high land south of the Run. By branches, very little steeper than the main road, good connections can be secured with Duquesne and Dravosburg.
51. Duquesne Bridge.—The bridge from Duquesne to McKeesport has cramped and dangerous approaches at both ends. The northern approach should be widened and made less abrupt. The southern end of the bridge should be lifted and the bridge extended over all the railroad tracks.