COLUMBIA LIBRARIES OFFSITE AVERY FINE ARTS RESTRICTED AR01406019 •1. ^y ''• ff^,^W?K8W?^9*J ,•-/// ■^■^";i:gp^j^ ■ft- J ' ;.y THE GREAT EMPIRE CITY; oie. HIGH AND LOW LIFE 1 NEW YORK. A MIRROR Of the: gre:at me:tropous. PUBLISHED FOR THE TRADE. OOpyrightfU iHt ?, S ^^J^^ by F. M.LrpTox. r Ex ICtbrts SEYMOUR DURST -# ' 7(T/-^ nf^-iMc ^Sm/^ertus-m. cy af MtrtJtatans When you leave, please leave this book Because it has been said "Sver'thing comes t' him who waits £y:cept a loaned book." r AvF.RY Architectural and Fine Arts Library Gil T OF Seymour B. Durst Old York Library on. HIGH AlTD Z.O'TO' LIFE ZIT ITEVT VORZI. NEW YORK CITY. The inetropolia of the New World has an area ot about twenty-seven thousand acres, and a population of probably more than a million and a qnarter. It is divided into twentv-four wards. Of the total foreign commerce o"f the United States, about sixty per cent, passes through the port of New York, in round numbers to about the value of four hundred million out of a total of .SIX hundred million dollars per annum. The indications are that immigrants to the number of approaching half a million will land in the city during the present year. lu domestic trade and manufactures, while the value of its retail trade is unascertainable, that of the total product of Its manufactures per annum approximates lour hundred million of dollars, more or less. The value of the real and personal property ofthe _ city for the purposes of taxation is about a bil- lion and a quarter of dollars. New York is the i?rand center of the banking and insurance buai- ariss of the United States. Four million dollars are spent annually m support of those educa- tional institutions of the city which are incorpor- ated by the State, or make report to constituted authorities. Besides these are many other in- stitutions which aid culture, including the Coop- er Institute, twenty-threo libraries of reference ^\.\ The principal societies for the promotion ofthe fine arts are the National Academy of De- sign the Metropolitan Museum of Art, the Art Students League, and the Studio Art Building Association. There are nearly five hundred newspapers and periodicals published in New York and about as manv places of religious worship, of which the largest number belong to the Protestant Episcopal Church. The charities of IN ew York are munificent, receiving and dis- pensing m the neighborhood of three million dollars yearly. While New York, a compara- tively young city, does not possess the architect- ural majesty of the older great ciHes of the T^orld, in the point of its domestic architecture it 13 prob&bly second to none, thougU the want of THE NEW YORK AND BROOKLYN BRIDGE. variety in the style in which its houses are built is to be regretted. Their convenience and ap- pointments are very superior. The finest and most beautiful public building is the City Hall, which was finished in 1803. St. Paul's Church is very notably fine architecturally. Trinity Church, also down town, is an imposing struc- ture. The new post-office building, the building of the Western Union Telegraph Company, and that of the Tribune newspaper are, perhaps, the most remarkable structures in the southern or down-towu portion of the city. Up-town are many magnificent hotels and club-rooms, and the building known as the Lennox Library, which is situated on Fifth Avenue and commands a flne view of Central Park. More than a thousand acres of the area of the city are laid out as parks, of which the Central Park is the largest and the most interesting. It covers eight hundred and sixtv-two acres, and has nice entrances. The park is laid out in walks, drives, lakes, avenues, terraces, and buildings, with consummate skill, and is regarded with great pride by the citizens. While the streets of New York are, as a whole, badly paved and not so well kept as they ought to be, Broadway and Fifth Avenue are among the finest thoroughfares in the world. Its watei-- works are inadequate to the population, and steps have been taken in the direction of im- provement. The meanness and inadequacy of the public markets have been modified to a de- gree by the recent erection of the new structure at the foot of Fulton Street, East Eiver, which is regarded as a model market building. New Amsterdam, founded in 1614 by the Dutch, was the origin of New York. In 1664 it feU into the hands of the English, and was named New York, in honor of the brother of King Charles 11 of England— James, Duke of York— who afterward became King James II. The Dutch recaptured it in 1673, and changed its name to New Orange. One year afterward it was restored to the Eng- lish by treaty and its English name was resumed. During the War of Independence it was taken by the A.merican army, who left it after the dis- astrous battle of Long Island. After the peace of 1783 the British evacuated it, as a matter of course. In 1789 George Washington was inaugurated in New York, the first President of the United States. A steam ferry was introduced between New York and Jersey City in 1812. In 1825 the city was first lighted with gas. The visitation of cholera la 1832 was succeeded by the great fire of 1835, which destroyed twenty million dollars' worth of property. In 1842 the Croton Aqueduct was completed. The riots of 1863 were conse- quent upon the United States authorities en- deavoring to enforce the draft. New York fur- nished in all 1,161,382 to the Government during the Civil War. Biota in 1871 and the panic of 1873 are among recent events of importance. The first was occasioned by an attack of Catholic upon Protestant Irishmen, who were peacefully celebrating the anniversary of the battle of the Boyne. At the present time New York is mak- ing rapid progress in wealth and population. At the census of 1880 the population was found to be 1,206,209, of whom only 727,629 were native born THE NEW YOEK AND BROOKLYN BRIDGE. The completion of the grandest piece of bridge engineering the world has yet seen necessarily attracted attention, not only in the immediate vi- cinity of the work, but throughout the civilized world; not only from curious sight-seers, but from those who labor for the advancement of their fellows, and rejoice in the success of a stu- pendous undertaking. On the 16th of April, 1867, the Legislature ol New York passed an act incorporating the New York Bridge Company, lor the purpose ot build- ing a bridge over the East Kiver between the cities of New Y'ork and Brooklyn. On the 23d of the following May, John A. Roebling was ap- pointed chief engineer, and toward the close of the same year made his report, discussing a( THK GREAT EMPIRE CiTY. •«ome length the three routes, and the practica- bility of building suspended bridges ol long span. The charter fixed the Brooklyn terminus at the junction of Main and Fulton streets, but allowed the New York terminus to be at or be- ■ low Chatham Square, but not south of the junc- I tion of Chatham and Nassau streets. Consider- ing the value of the property to be condemned, the grades, the drtference in the cost, and the ' fact that City Hall Park would remain the center of travel for many years, it was thought best to build on the park line. During the summer of 1869, a detailed survey of the route was made, and the Brooklyn tower located. It was while engaged in this work that Mr. Roebling met with a most serious accident. His right foot was crushed by the shock of a ferry-boat against the fender rack of spring piles on which he was standing. Lockjaw set in, and after siKteen days of extreme suffering terminated in his death. In August of the same year his so , Washington A. Roebling, was appointed chief engineer. The plan of the bridge was approved by the Secretary of War, and under date of June 21, 1869, the chief of engineers wrote to the com- pany stating that under no conditions must the center of the span be less than 135 feet above mean high water; no portion of the tower foun-. dations above the river bed must project beyond the pier lines, and no guys must ever be at- tached to the mam span which will he below the bottom chords of the bridge. Au act was passed June 5, 1874, changing the name to that of the New York and Brooklyn Bridge, and making it a public work to be con- structed by the two citiee, Brooklyn paying two-thirde of the cost, and New York one-third. Taken as a whole, the bridge consists of the approaches, one at each terminus; station build- mgs at the extreme ends; au anchorage at the end of each approacli, to which the fxjur cables are fastened; two towers over which the cables pass. To the cables are secured ropes on which haug sis systems of lon- gitudinal trusses, con- nected transversely by floor beams, diyiding the width of the bridge into two roadways, two car- wavs, and one prome- nacle. Work was commenced on the foundation of the Brooklyn tower ou Jan- uary 3, 1870. BoringH, made previously, show- ed gneiss rock at a depth of ninety-six feet below high water, above which were layers of hardpan and trap bowlde __ and sand. This was considered compact enough to form a satisfactory foundation without going more than forty-five or fifty feet below the sur- face of the water. Timber immersed in salt wa- ter is, practically, imperishable, and if placed below the bottom of the river will be out of^ reach of sea worms. It was therefore decided, in or- der to secure a bed of uniform character, to , build a solid timber fcmndation, having strength Butficient to act as a beam, and weight to insure . even settling. The magnitude and importance of this feature in the great work becomeh appar- ent when it 18 known that it would bo called . upon to susta^ a dead weight of some eighty thousand tons. The Caisson was an immense box having a J roof and sides, but no bottom, so that when it was placed over the site and sunk, the water would not rise in the interior beyond the edges, thus forming an air chamber in which the men were free to work. The caisson was 102 feet wide, 168 feet long, the height of the air cham- ber being 9 1-2 feet. A section through the Bides formed a V, the inner slope of which had »n angle of 45 degrees, and the outside of all the walls had a batter of 1 in 10. The walls sloped down to an edge or shoe, formed by a semi-cir- cular casting, protected by boiler plate extend- iMf! three feet up the sides. The tmibers form- »g the Y were held togetlier by drift and screw bolts, and secured to the roof by angle irons and common timbers. The roof, upon which the tower was to rest, consisted of fifteen courses of Georgia pine timbers twelve inches square, alternate courses being laid in the same direc- tion, and the pieces bolted both horizontally and vertically. To make the caisson au'-tight, the seams were thoroughly calked, and in addition a vast sheet of tin was inserted between the fourth and fifth courses and down the four sides. There were shafts cut through the roof of the caisson for the passage of the laborers, and to take out the excavated material and admit sup- Elies. There were two water shafts made of oUer plate three-eighths of an inch thick, and having a rectangular section seven feet by six and one-half feet. These shafts were open"both above and below, and the lower end extended below the edge of the shoe for twenty-one inches. Through these shafts descended dredges which grappled and raised any substance placed be- neath the opening. There were two air shafts, three and one-half feet in diameter, having au air-lock at each upper end, for the use of the men. The supply shafts were cylindrical, twen- ty-four inches in diameter, and furnished with two doors, one above and one below. To admit material the lower door was closed, and the tube filled with the desired objects, after which the upper door was closed. The valve to the embedded in clay KLEV.\TED BAILW.W. equalizing pipe was then opened, and as soon as the air pressure in the tube was equal to that in the chamber, the lower door was opened, when the materials fell into the chamber. All the doors to the air-locks, as well as those to the shafts, fitted closely and swung into the cham- ber having the greater air pressure. Five mas- sive frames or walls divided the air chamber of the caisson into six compartments. When this great box had been finished, it was launched and towed to its future resting-place. Dunng the building of the caisson the site of the foundation had been cleared, and a rectan- gular space a little larger than the caisson, and having a depth of water sufticiont to float it, had been prepared. On ilay 1, 1870, the caisson was towetl down, and on the following day was warped into position. The tower proper was now commenced on the top of this caisson, but it was not until three courses of masonry had been laid that the caisson was weighted sufficiently to rest firmly on the bottom and resist the action of the tides. Six air compressors had been placed on the surface for the purpose of supplying air to the air chamber of the caisson. The pressure in this chamber was kept equal to the hydrostatic head, differences in the materials passed through making slight deviations from this rule neces- sarj'. The work of excavating was carried on from the chamber, all obstructions being re- moved irom under the shoes and frames. At the same time the masonry was being laid on top with the aid of boom derricks and engines. When bowlders were encountered too large for easy handhug, they were pulled out of the way by hydraulic jacks, then drilled and blasted. The blast produced no ill efifecta on the men, al- though some trouble was anticipated owing to the dense atmosphere. Gradually but surely the caisson sank toward its final resting-place, while the tower grew above it. At the end of five months 20,000 ^ard& of earth had been removed. As the caisson proceeded downward the disproportion between the load above and the buoyancy became more and more, and to support tbis overweight addi- tional shores were introduced, which rested upon a block and wedges and supported a cap placed against the roof. When the caisson had reached within three feet of its journey's end, 71 brick piers were built, having bases averaging 20 square feet. These had sti-ength enough to uphold the whole mass if the air pressure should from any cause be removed. When the caisson had reached a depth of 44 1-2 feet below mean high tide, the operation of filhng the entire chamber with concrete was begun. The con- crete consisted of one part of Rosendale cement, two of sand, and three of small-sized gravel. Tbe total quantity required, including the brick piers, was about 4,000 yards. The danger from fire in an atmosphere of compressed air is very great, and the difficulty of quickly subduing it makes every known pre- caution necessar}-. At a pressure of tweiity-hve pounds to the square luch, the flame ol a can- dle wUl return after hav- ing been blown out. On December 2d a tire was discovered in the cais- son after it had been go- ing some hours and at- tain ed considerable headway. Streams of water, steam, and car- bomc acid were succes- sively tried, but availed nothing. After strug- gling unsuccessfully lor some time the caisson was flooded, and left so for two and a half days. When the air was again admitted and the water expelled, about 200 bor- ings were made in the roof to ascertam the ex- tent of the fire. Verti- cally it was confined to the third, fourth, and fifth courses of timber, but laterally it extended to points fifty feet apart. Holes were made in the roof, the charcoal scraped from e.very burnea stick, and the holes filled with cement. In order to prevent any settling at this point, a pier of square blocks of trap rock was built directly under the space burned. Cleaning and filling the burned sec- tion occupied eighteen carpenters, working day and night, two mouths, besides common labor. The Brooklyn caisson, completed, contained 250 toHS of iron and 111,000 cubic feet of timber. The New York tower is located in a direct line from the Brooklvn one, perpendicular to the stream, and at a distance of 1,595 1-2 feet. Bor- ings on the site did not encounter rock before reaching a depth of from seventy-seven to nine- ty-two feet below high water, and as extensive beds of quicksand rested on the rock, it was ne- cessary to go to It for a firm foundation. As this caisson would ultimately be subjected to a much greater pressure than the one upon the other side, the dimensions were made 102 by 172 feet. The roof was twenty-two feet thick, surmounted by a cofler dam reaching to high water mark, thus increasing the buovancy and lessening the pressure on the frames during the sinking. The air chamber was nine and one-half feet high, and divided into six compartments. The interior of the chamber was lined with boiler iron, rivet- ed together and calked. This lining made the chamber air-tight and guarded against fire. Two sets of double air-locks were built into the roof of the caisson, each being six and one-half feet in diameter bv eight feet in height. There were four supply shafts, two of which ^1 \ 1 J THK GREAT EMPIRE CITY. were twenty-four inclies in diameter and two ijveuty-one inches. Tlie caisson was sunk to a