PART III

_Surveys and a City Plan_

[Sidenote:

Pittsburgh's Need for Surveys]

No city of equal size in America, or perhaps in the world, is compelled

to adapt its growth to such a difficult complication of high ridges,

deep valleys, and precipitous slopes, as Pittsburgh. By consequence

no other city has such imperative need of accurate and comprehensive

surveys, as a basis for the layout of streets, sewers, and all public

works, for the purpose of avoiding the extravagant mistakes, misfits,

and reconstructions that are bound to result from groping, piecemeal

work done amidst such obstacles.

New York, Baltimore, Washington and other American cities, where the

need is far less crying than in Pittsburgh, have awakened to the

importance of modern, accurate and comprehensive topographical maps

as a basis for the intelligent and economical planning of public

improvements, and have provided themselves therewith. But Pittsburgh,

having less excuse for the omission and paying a heavier penalty for

the blunders to which it gives rise, lags in the same class with too

many unprogressive cities in this country where the official surveys

are merely incomplete and casual records of streets, properties and

public works, gradually accumulated through a long series of years.

These records consist, for the most part, of independent piecemeal

surveys of all degrees of accuracy and inaccuracy, made for all sorts

of purposes, and of compilations and transcripts of these piecemeal

records patched together in attempts to reconcile irreconcilable data.

It is not necessary to give a long list of examples of the

incompleteness and the inaccuracy of much of the old data of which

the Bureau of Surveys is the official repository in Pittsburgh. Every

surveyor and engineer in Pittsburgh with whom I have talked, whose

work has given him occasion to use this data, is familiar with the

conditions; with the fact that the tapes used in the original surveys

of different parts of the city differed in length and that the errors

were never compensated, so that today, measurements in different

parts of the city have to be made with special tapes of particular

degrees of inaccuracy in order to conform to the records; with the

fact that independent bench marks are used in different parts of the

city and that discrepancies of several feet, and sometimes of unknown

amount, in elevation occur in the records of adjacent or intersecting

streets; with the fact that an extraordinarily large proportion of

the streets are not marked by any permanent monuments, and that there

is no adequate system for protecting the monuments that do exist, so

that the City often has no sure recourse against abutting owners who

have encroached upon a street; and finally, that no general official

surveys whatever exist of the complicated topography of the undeveloped

areas. And yet through these undeveloped areas, streets and sewers and

other public works are almost daily being extended without knowledge of

what lies beyond, although from the back regions soon to be developed,

_somehow, sometime, outlets must be provided_.

The city charter places upon the Bureau of Surveys the onerous and

important duty of reporting favorably or unfavorably to Councils

upon the plan of every new street proposed to be laid out by any one

whomsoever within the city; yet the Bureau, presumably through lack of

funds, has never had the data in hand upon which _alone_ such a report

could be intelligently based.

No criticism of the present Bureau, or indeed of its predecessors,

is intended in these remarks. The blame falls upon the whole system

of penny-wise, pound-foolish, hand-to-mouth procedure in regard to

city surveys that has been characteristic of a large proportion of

American cities in the past, and of Pittsburgh with the rest. It is

earnestly recommended that Pittsburgh should take example from the

cities of Europe and from such American cities as New York, Baltimore

and Washington. And because its peculiar topography is bound to make

the evil results of unprogressive medieval methods more serious than in

other cities, it should take the pains to surpass, rather than to lag

far behind, in this respect.

[Sidenote:

Objects To Be Secured]

In outline the objects to be secured are these: _(a)_ An accurate

framework of reference points needs to be established, including:

1. The gradual systematic setting of permanent street monuments

throughout the city to serve as reference points for the definite

determination of street locations and for all public and private local

surveys. 2. The accurate determination of the locations and elevations

of these and other monuments and bench marks in reference to a single

general system of coördinates and in reference to the United States

Government bench. 3. As a means of accomplishing these ends, an

accurate geodetic triangulation of the district, supplemented by the

necessary precise traverse work and precise leveling, all fully checked

and compensated for errors.

_(b)_ The existing local surveys and records need to be tied into

the accurate framework thus established, and in cases which show

deficiencies or discrepancies beyond a reasonable and carefully

defined standard of accuracy, they need to be gradually, in due turn,

re-surveyed and re-plotted.

_(c)_ Complete topographical maps, based upon the framework first

described, should be prepared upon some uniform system beginning in

those sections where public works are immediately contemplated and

gradually extended so as to cover the whole area into which the city's

growth is likely to spread.

In the facts which would be gathered in the above process, and only in

such facts, can a safe basis be found for plans that will provide the

most economical and effective layout of new streets, sewers, parks,

water system--in short for a city plan that will minimize the total

draft on the taxpayers for public works and give the maximum results

for money expended.

[Sidenote:

Technical Procedure]

The actual steps of technical procedure called for, in addition to

the present routine work of the Bureau of Surveys, appear to be about

as listed below. I omit at this point any consideration of the method

of deciding on the plans for future improvements--the city planning

proper, which would be based on the surveys--or of the procedure for

enforcing any part of a city plan when adopted, and consider only the

work of recording and mapping.

The steps that are mentioned last are more or less dependent upon

those mentioned first, for any given area of the city, but the several

steps of the work would be carried on more or less simultaneously,

and some of the results would become available for use at once. 1.

The establishment of reference points by triangulation and precise

traversing and leveling throughout the district, and the reduction

of these points to a general coördinate system. 2. The surveying, in

relation to the new coördinate system, of existing street monuments

and reference points, and of existing buildings, fences, bound-stones,

and other evidences of ownership; and the preparation of general

topographical maps. 3. The determination of the correct location of the

legal boundaries of streets and public properties, and the translation

of the old descriptions, running lines, etc., into terms of correct

descriptions related to the new coördinate system. 4. The verification

or correction of the legally established street profiles in terms

consistent with the real distances and levels. 5. The setting of

additional street monuments. 6. The draughting and publication of maps.

[Sidenote:

Maps]

The maps might ultimately include the following features, every one of

which is to be found in the maps of one or another of the progressive

cities of this country and Europe, and many of them in all.

_(a)_ A general one-sheet map of the city and vicinity, showing the

streets, the boundaries of civil divisions, the coördinate system, and

the locations of primary reference points and bench marks. This will

serve as an index to the maps on a larger scale.

_(b)_ A general topographical map in sections, to be published by

lithography, one sheet at a time as completed, on a scale of (say) 200

feet to the inch, showing all existing streets and roads, buildings,

property lines, surface grades (by contours and points) and other

topographical features, and all monuments and benches. This might

be, and should be, so arranged that new and corrected editions of

individual sheets could be gotten out at reasonably frequent intervals

so as to keep it permanently up to date. Moreover it could well be

made to serve all the purposes of the inaccurate but useful real

estate atlases now gotten out by private enterprise. A charge of (say)

twenty-five cents a sheet would cover the cost of printing, and, if

some form of loose-leaf atlas cover were gotten out into which new

editions of single sheets could be inserted, the public could obtain,

at no extra cost to the city, and for a price about equal to that

charged for the ordinary real estate atlas, a much more useful and

accurate and up-to-date volume. Of course this map would serve all the

purposes of the assessors' maps far better than anything they have now,

and, if experience in other cities is any criterion, would lead to the

discovery of a good deal of untaxed property.

To accomplish the above purposes the best method of reproduction would

probably be to have the maps engraved on aluminum sheets, from which

transfers can be quickly and cheaply made at any time to a lithographic

stone for printing. Such sheets can be readily and indefinitely

corrected.

_(c)_ Record sheets at a much larger scale, showing all the information

contained on the small scale sheets and also construction details

relating to public properties, especially streets, such as pipes,

sewers, conduits, etc.; to be prepared at first for limited areas only

but gradually extended.

_(d)_ A system of indexing and filing, to include, to keep track of,

and to keep up to date, the records of existing physical conditions

in areas covered by the surveys. This would include keeping track of

the legal instruments affecting the physical conditions within streets

and other public properties, or affecting the control over them; such

as deeds, ordinances, and other instruments relating to the layout

and grades of streets, permits and franchises for the construction

or maintenance of anything within them, executive orders for new

constructions or changes, and inspectors' reports of new constructions

and changes actually made. As a part of this indexing and correcting

system, provision could readily be made for periodical transmission of

information as to changes in property ownership from the Assessors'

Office (originally from the Registry of Deeds) to the Bureau of

Surveys, so as to permit keeping the record maps always up to date

and accurate. By means of similar transmission of records from the

office of the Building Inspector, the record maps could be kept up to

date with respect to new buildings. A typewritten multigraph notice of

changes and corrections from all sources, made on the record sheets,

could be mailed monthly to all the city Bureaus and others having sets

of prints, and at longer intervals new and corrected prints of certain

sheets would be offered. This would be the same general plan that is

followed in regard to changes and corrections on the charts of the

Coast Survey and the official Coast Pilot books, where the Notices to

Mariners are issued periodically from the Hydrographic Office, and

summed up at longer intervals by new editions of the several volumes

and of the various charts stamped to show the dates to which they are

corrected.

[Sidenote:

Management and Cost]

It would seem advisable to put a first-class man of broad experience

and ability in charge; to establish a new division under the Bureau

or Surveys, coördinate with the existing force, which is dealing with

the current routine work, but distinct from it; and to go at the work

with an annual appropriation amounting, after the first six months or

so devoted to organization, to say $50,000 a year until the arrears of

work shall have been cleaned up.

[Sidenote:

Sample Maps]

The following data in regard to the topographical survey work of New

York and of Baltimore is of considerable interest in this connection.

There are on file in the office of the Civic Commission single copies

showing the kind of sectional topographical maps published by the

official surveys of New York, of Baltimore, of the District of Columbia

and of Zurich, Switzerland (representing European cities); and a sheet

of the large-sized detailed sectional map published by the City of

Paris, which covers the whole city at the scale of ¹/₅₀₀ or about 40

feet to the inch.

[Sidenote:

New York]

In the City of New York, for the first four years after the

consolidation in 1898, the work of preparing a comprehensive

topographical map, and, upon the basis thereof, a general plan of

streets, was in the hands of the Board of Public Improvements; but

most of the work has been done since the establishment of independent

Topographical Bureaus in 1902. It is now proposed by the Comptroller

that the Bureaus of the several Boroughs be again centralized under

the Board of Estimate and Apportionment. The triangulation, upon which

the whole work depends, was done in coöperation with the United States

Coast and Geodetic Survey.

The following tables indicate the magnitude of the work and the amounts

expended up to December 31, 1909, the force required to prosecute the

work and a detailed analysis of the cost of the work in the Borough of

Queens. The last table is taken from a report of Assistant Engineer H.

K. Endemann to W. C. Elliott, Engineer-in-charge. In the first table,

no data are given as to Manhattan and Brooklyn because of the abnormal

conditions which they present.

AMOUNT AND COST OF WORK

Bronx | Queens | Richmond | Totals

------------------------------------------+-----------+----------+----------

Population (1910) 430,980 | 283,041 | 85,969 |

Total area in acres 26,523 | 75,111 | 36,480 | 138,114

Triangulation (in acres) 26,523 | 75,111 | 36,480 | 138,114

Topographical Survey (in acres) 26,523 | 55,118 | 18,430 | 100,141

Tentative Street Maps Approved | | |

(in acres) 18,700 | 19,661 | 6,300 | 44,661

Final Maps Approved (in acres) 13,000 | 9,912 | 6,300 | 29,212

Expenditures 1902 1909 $779,916 |$1,281,946 | $839,975 |$2,901,837

Recommended for 1910 $160,395 | $362,752 | $218,000 | $705,147

On March 31, 1910, the forces of the several topographical Bureaus of

New York were as follows:

----------------------------+---------+---------+---------+---------+--------

| Bronx | Queens |Brooklyn |Richmond | Totals

----------------------------+---------+---------+---------+---------+--------

Engineers in charge and | | | | |

principal assistant | 1 | 2 | 2 | 1 | 6

engineers | | | | |

| | | | |

Assistant engineers | 17 | 15 | 16 | 17 | 65

| | | | |

Transitmen, computers and | 26 | 53 | 17 | 41 | 137

draftsmen | | | | |

| | | | |

Chainmen, rodmen, axemen | | | | |

and levelers | 21 | 18 | 12 | 17 | 68

| | | | |

Clerical | 3 | 6 | 5 | 2 | 16

| | | | |

Laborers | 7 | 62 | 11 | 25 | 105

| | | | |

Foremen, drivers and others | 3 | 15 | 2 | 8 | 28

| | | | |

Total | 78 | 171 | 65 | 111 | 425

| | | | |

Expenses recommended for |$160,395 |$326,752 | $80,000 |$218,000 |$785,147

1910 | | | | |

----------------------------+---------+---------+---------+---------+--------

The work is expected to be so far advanced as to permit of material

reductions in the present staffs at the following dates: in the Bronx,

December 1911; in Queens, April 1915; in Brooklyn, April 1913; in

Richmond, June 1911.

A detailed analysis of the cost of the work in the Borough of Queens,

dated October 14, 1910, is subjoined:

Cost per acre to Estimated cost per acre

date of complete work

Topographical Survey including } Field $8.13 Field $8.06

preparation of maps of street} Office 2.23 Office 2.23

system and grades } ------ ------

} Total $10.36[22] Total $10.29[22]

Monumenting, including final } Field 27.92 Field 20.44

traversing and preparation } Office 10.89 Office 7.89

of final map sections } ------ ------

} Total $38.81[22] Total 28.33[22]

[Sidenote:

Baltimore]

In Baltimore the work of preparing an accurate and comprehensive

topographical and property map was begun in 1893 by a Topographical

Survey Commission created for the purpose. The area completely mapped

was about thirty square miles although the triangulation necessarily

extended over a considerably larger area. The first two-thirds of the

area mapped was completed in about two years; the cost, including all

field work, office work, draughting, and publication, was about $5,000

per square mile. Allowing for the normally higher costs of all work in

New York as compared with Baltimore, and allowing for the fact that the

Baltimore figures include little if any street monumenting or final

record maps of layout, this figure corresponds very closely with the

cost of $10.29 per acre or $6,585.60 per square mile reported from the

Borough of Queens.

FOOTNOTES:

[22] The difference between the cost per acre to date and the estimated

cost per acre of completed work is due to the initial cost of

organization and to the cost of general work, such as triangulation and

traversing, which must be done at the start for the whole or most of

the area to be surveyed.

Pittsburgh Main Thoroughfares and the Down Town District Improvements Necessary to Meet the City's Present and Future Needs · 第 4 / 6 章