HBHHHHHHHhH I 'ijj 1 1 hiiiiijiiiiiiiiiiiiiniiin ^^^^^H M{U||lil!>ll}illl ^^^^^^^^^^^^^^^^^^^HHHHHHH||H|i ^^^^^^^^^^^Bin a lAiii' ^^^^^^^^^^^^^^^^^^^^^ra 1 MBH H OjBM Hiijii ''■ ^^^^^^^^^^^^^^^^B ^^^ffl^ffl" ^^^^^^^^^^^^^^^^^^H ' ^1 ^^^^^^^^^^^■1 s ^^^^^^^^■Miiiliiiii; . !t^B ^^^^^^^^^^^^^^HUJIi^ . ^^^^^^^^^H j ^^^^^^^^^^^^^^^H 1 1 ^^^H ^^^^^^^^^^^^^^^^^^^^^H ! !: 1 I, i ^^^^^^^^^^l^^^^^^^^^^H HHj^^^^^^^^^H i 1 ^^^^S^^^^^^^^^M i i. i ;■ ^^^^^^^^^^^^^^^^^^^^^^^H ,: ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^1 i ^^^^^^^^^^^H j j; ^^^^^^^1 i ^^^^^^^^^^^^^^^^1 ! ^^^^^^^^^^^^^^1 ! \ >' ^^^^^^^^^^H ii: i ^^^.;:) GIFT OF DR. FLOYD F. BURCHETT '''Mf^ mQi^ Detailed Exhibits OF THE Tangible Property OF THE Chicago City Railway Company as of June 30, A. D. 1906 ACCOMPANYING The Valuation Report SUBMITTED TO The Committee on Local Transportation OF THE Chicago City Council BY BION J. ARNOLD MORTIMER E. COOLEY A. B. du PONT Traction Valuation Commission CHICAGO, DECEMBER, 1906 CONTENTS. Introduction 7 Exhibit I. Track. Comprising the following divisions: 1-A Cable Track, Exclusive of Special AA'ork 19 1-B Cable Track Special Work 34 ^ 1-C Electric Track, Exclusive of Special Work 35 1-D Electric Track Special Work 58 'rv 1-E Tracks in Car Houses and Yards and Service Tracks .... 70 >^ 1-F Car House and Yard Special Work 73 ZD Exhibit II. Paving. Summary 77 Exhibit III. Electric Power Distribution System. Comprising the following divisions: 3-A Overhead Trolley Construction 95 3-B Overhead and Underground Feeders 165 3-C Underground Conduit and Feeder Poles 171 3-D Telephone System 194 Exhibit IY. Cars and Car Equipment. Comprising the following divisions: 4-A Closed, Electric, Single-truck 200 4-B Closed, Trailer, Single-truck 200 4-C Semi-convertible, Electric, Double-truck 201 4 CONTENTS. 4-D Open, Electric, Single-truck 201 4-E Grips, Open, Single-truck 202 4-F Open, Cable Trailer, Single-truck 202 4-G Miscellaneous Cars 202 4-H Sweepers, Salters and Snow Plows 203 4-1 Work Cars 203 4-J Trucks 205 4-K Electrical Equipment 206 4-L ^Miscellaneous Equipment 206 General Car Specifications 207 Exhibit V. Power Plants. Comprising the following divisions: 5-A Cable Power Plant Equipment 226 5-B Cable Power Plant Buildings Including Stacks 242 5-C Electric Power Plant Equipment 245 5-D Electric Power Plant Buildings Including Stacks 260 5-E Electrical Machinery in Cable Power House, 21st and State Streets 265 o-F Storage Battery and Booster Set 266 5-G Booster set, 49th Street and Oakley Avenue 267 5-H Track and Wagon Scales 267 Exhibit VI. Tools, Implements and Machinery. Comprising the following divisions: 6-A Printing Office 272 6-B Power Plant Equipment, 7Sth Street Shops 273 6-C Blacksmith Shop 274 6-D Wagon Shop 275 6-E Frog Shop 275 6-F Woodworking Shop 276 6-G Motor Repair Shoj) 278 6-H Tinning Shop 279 CONTENTS. 5 6-1 PaintShop 281 6-J. . Brass Foundiy 282 6-K Machine Shop .... .282 6-L Patterns 285 Exhibit VII. Ojfice Furniture and Fixtures. Summary 289 Exhibit VIII. Horses, Wagons and Harness. Summary 313 Exhibit IX. Miscellaneous Buildings Other than Power Houses. Summary 319 Exhibit X. Real Estate. Summary 335 Exhibit XL Patent Rights. Summary 360 Exhibit XII. Cable Properties Valued. as part of an Electric Railway System. Comprising the following divisions: 12-A Cable Track, including Vaults and Cable Ropes 364 12-B Cable Track Special Work 366 12-C Cable Cars 366 12-D Cable Power Plants 367 Exhibit XIII. Franchises and Intangible Values 373 ANALYSIS of the Premises Adopted and the Methods Used in Determining the Present Value of the Physical Property of the Chicago City Railway Company. The schedules of tangible property submitted by the com- pany were divided into the f ollo^Ying• divisions : Track, Pav- ing, Electrical Power Distribution, Cars and Car Equipment, Power Plants, Shop Tools and Machinery, Office Furniture and Fixtures, Horses, Wagons and Harness, Buildings, Keal Estate, Patent Eights and Stores and Supplies. These in turn were subdivided into their various parts, Cable Track, Electric Track, Power Plant Machinery, Power Plant BuilclingS; etc. The grand divisions of the schedules have been terrued in this report ''Exhibit I," "Exhibit II," etc., and the subdi- visions of the grand divisions have been indexed lA, IB, IC, etc., and 2A, 2B, 2C, etc., depending upon whether the di- vision referred to forms part of "Exhibit I" or "II," etc. In arriving at the premises by which to determine the cost new and present value of the property, each division of each exhibit was discussed and the following basis agreed upon: EXHIBIT I— TRACK. DIVISION lA CABLE TRACK, FIGURED AS PART OF AN OPERATING CABLE RAILWAY SYSTEM. An estimate was made of the cost (of materials and labor only) to produce the property new to-day to which was added 15% for organization, engineering and incidentals. INTRODUCTION. In depreciating, the conduit was figured at lOO^c good. The superstructure was depreciated by deducting from the total cost new as found above the cost to restore and renew the superstructure, minus its scrap value. DIVISION IB -^ CABLE TRACK SPECIAL WORK. For the reason that the special work in tracks depreciates more rapidly than the remainder of the track, the special work has been taken out of the track division and is treated as a separate division. Cable track special work is divided into two parts, suh- sfriictiire and superstructure. The superstructure constitutes tlie regular track special work and is depreciated upon a basis of an average life of ten years at 10%-. per annum. CABLE ROPES. The cables have been figured at their cost new and j)resent value as of June 30, 1906. The cost new and scrap value were determined and the wearing value of the cables has been taken as the difference between tlie first cost and scrap value. From information furnished by the company we were able to determine the ^'re- maining life" in each cable June 30, 1906. DIVISION IC ELECTRIC TRACK. The schedules submitted by the company divided the tracks into different classes, covering different weights and types of rails and different styles of construction. . In mak- ing this report, we have followed practically the same classi- fication. Kstimatos in detail have been made of the cost (of materials and labor only) to construct new today the various types of electric track, to which has been added 15% for organization, engineering and incidentals. In depreciating the electric tracks they were divided into two parts, rail and suljstructure. In depreciating the rail, three principal factors have been considered : ANALYSIS OF PREMISES AND METHODS. 9 (1) The wearing life in the head of the raiL (2) The condition of the wagon tread of the rail. (3) The condition of the joints. All lisli-plate joints were depreciated on the basis that in order to obtain the full wearing value in the head of the rail, it would be necessary at some time to renew the joints, which depreciation was added to the substructure deprecia- tion. Where the wagon tread was broken, the rails were de- preciated without regard to the remaining life in the head of the rail. Where the tram of the rails was not badly worn or broken, the present value of the rails was determined by the amount of wearing value that remained in the rail. The limit of life placed upon a rail was when the head of the rail had been worn away, so that the height of the remaining head above the wagon tread or above the bottom groove in a Trilby rail was five-eighths of an incli. The difference between this height and the original height of the head above the wagon tread has been termed the wearing life. Dividing the value of the track to be depreciated with the rail, by the number of sixty-fourths constituting the wearing life of the rail, became the constant for applying rail depre- ciation according to the number of sixty-fourths worn away. The greater part of the track, however, had a wearing life of 37/64 of an inch. Measurements were taken of the height of the head of the rail of all the different sections of track scheduled with specially constructed measuring devices gradu- ated with a vernier to read to sixty-fourths of an inch. A sufficient number of readings were taken in each section of track to secure an average height of rail, and from the aver- age height of- the head of the rail so determined, the scrap height was deducted, the remaining number of sixty-fourths representing the number of times the constant above r(^ferred to should be taken in determining the present value of the rail. The above method of depreciating the rail took Into con- sideration the actual condition of the rail only, and Jias no be.'iring whatever upon the life of the track. In. depreciating the substructure, its average life was taken at 20 years, A general examination of the condition of the tracks showed that a large i^ercentage of the tracks was not ir first class surface and alignment, and from ihe fact ':hat it was difficult to represent this depreciation by a method of cal- culation, it was determined to apply a depreciation of 12 i% of the sul)structure (or 21 years) to cover tliis deficiency. 10 INTRODUCTION. Consequently the remaining 17^ years were iiseresent value was determined by applying the depreci- ation. DIVISION IE TRACKS IN CAR HOUSES AND YARDS AND SERVICE TRACKS. These were measured in detail, unit estimates were iw\de of the cost to construct new, and a depreciation was applied, representing the average depreciation of all the tracks. EXHIBIT II— PAVING. From the fact that it was iinpossible to obtain fro]n the railroad companies or any other source, correct information as to tlie age of tl:e pavements, for the reason that no records had been kept of the dates of construction, it was found nec- essary to depreciate the same upon its condition as found by inspection. EXHIBIT III- ELECTRIC POWER DISTRIBUTION SYSTEM. DIVISION 3A-0VERHEAD TROLLEY CONSTRUCTION. Inspection of the overhead work was made bj' going over all the lines, noting their general condition and character, and at different points making detailed inspections and re- ports, upon which value of the whok^ has been estimated. The overhead trolley has been divided into Poles, Trolley Wire, F(|uipment for Supporting Trolley AVire, Curves and Special Work. The average life of iron poles has been taken at 40 years. .-lA'.4Li'.s7.s" OF ['REMISES ASD METHODS. The life of the trolley wire has been based upon the follow- ing: No. 1/0, 1 year per minute of average headway for 18 hours. No. 2/0, 1^ years per minute of average headway for 18 hours. After a thorough inspection of the trolley-wire supporting equipment, it was determined that these parts were main- tained in a condition equivalent to a depreciation of 20 7o. DIVISION 3B— OVERHEAD AND UNDERGROUND FEEDERS. All the overhead feeders and fixtures have been checked up by actual measurement and count, and the vv^eights of copper and insulation deducted from such measurements. The price of copper as of June, 1906, was applied to the first-cost esti- mates. The poles, fixtures, etc., were depreciated 20% and an average depreciation of IV/c per annum upon the cost of the feeders and labor to string them was applied to cover the depreciation oC the insulation. After 20 years of life the depreciation ceases. DIVISION 30— UNDERGROUND CONDUIT AND FEEDER POLES. In arriving at the cost new of the manholes, ducts and cables, the actual cost was estimated to construct and install them at the present time. To this was added 15 7^^ for organ- ization, engineering and incidentals, and this total was taken as the cost new. In arriving at the present value the following rates of de- preciation were established : Manholes - 1% per annum Ducts 1% Pipe 3-1/3% " Insulated cables 4%- ^' '' Bare cable no depreciation. EXHIBIT IV— CARS AND CAR EQUIPMENT. In arriving "at the cost new and present value of the cars they were divided into groups according to the type, style, maker and age. A typical car was taken from each of these groups and thoroughly inspected, and a general specification 12 INTRODUCTION. made of ilie car. These specifications were submitted to car manufacturers and costs new obtained for the car bodies, to which was added 5% for organization, engineering and inci- dentals. A thorough inspection was made of each group of cars and a per cent depreciation applied, based upon their age, type and general condition for service. The grip cars and trailers for cable oi^eration were valued as part of an operating cable railway and a present value was also established for these cars, as if used as part of an electric railwav. EXHIBIT V— POWER PLANTS. In estimating the cost new of power plants, unit estimates were made of the cost to reproduce each power plant today, to which was added 10% for organization, engineering and in- cidentals. To arrive at the present value of the plants, the following annual rates of depreciation have been used as a basis. Apparatus has been depreciated at these rates down to 20% of the wearing value, the wearing value being deter- mined by deducting the scrap value from the cost new. All power plant equipment has been considered as worth 20% of its wearing value as long as it is in operating condition. When these rates of depreciation are applied to the cable power plants, they are considered as part of an operating cable rail- way. POWER PLANT DEPRECIATION. Engines, Corliss, slow-speed 3 to Engines, automatic, ligliting 5 to Generators, direct-connected, modern Generators, belted (depending on date) 5 to Traveling cranes Switchboards and all wiring Piping Pumps . , Heaters, closed 6 to Heaters, open Breeching and connections, brick Breeching and connections, iron Boilers and settings, horizontal tubular Boilers and settings, water-tube 3.5% 5 % 10 •■^f^ 5 % 10 % 9 % % 3.5% 5 % 10 % 3 % 5 % 10 % 10 % ANALYSIS OF PREMISES AND METHODS. 13 Grates 10 % Coal-liandliiig maeliineiy 6 % Asli-liaiidling machinery 8 % Combined coal and ash-handling machinery 7 % Storage bins, steel .'] to 10 % Miscellaneous items 5 % Stokers : The fixed parts depreciate very little and the moving parts and grates very rapidly. As the moving parts are renewed and maintained in good condition all stokers in operation have been depreciated 25 % CABLE-WINDING MACHINERY. In placing a valne on the cable-winding machinery, the nec- essary shafting, gears, clutches, winding-drums, pulleys, ten- sion carriages, etc., to drive one cable from the power house, has been considered as one set of cable-winding machinery. The weight of the cable-winding machinery in the 21st and State street power house has been obtained, and its value arrived at by applying a unit price per pound for the various classes of cable machinery in that power house. This value has then been reduced to a price per cable driven from the house. The Poole Engineering and Machine company, who in- stalled the cable machinery in the cable power houses of the Chicago City Railway company, have quoted a value on their original installations, which checks very closely with the unit price per cable set as above determined. Considerable changes and repairs, with the installation of dilTerential winding drums, have been made at each of the cable houses, since the original installations, the last changes being two new drums at the 55th street and Cottage Grove avenue power house in 1900, and a complete change in shaft- ing and drive at the 21st and State street power house in 1899, and gears in 1903. The average depreciation as placed on the cable-winding machinery is from 1903. Eoney stokers were installed in the cable plants in 1888. EXHIBIT VI— TOOLS, IMPLEMENTS AND MA- CHINERY. This exhibit covers miscellaneous tools, implements and ma- chinery in shops, printing office and various pla(^es, all of which have been carefully inventoried and appraised. 14 INTRODUCTION. EXHIBIT VII— OFFICE FURNITURE AND FIXTURES. An iiRentory in detail lias been made of all office furniture and fixtures, law books, etc., and a present value determined for them. EXHIBIT VIII— HORSES, WAGONS AND MISCEL- LANEOUS. In arriving at the valuation of the horses owned by the company, each horse was carefully examined by two expert horsemen, vdio placed a present value upon it. EXHIBIT IX— BUILDINGS. In arriving at the cost new and present value of buildings, an efficient corps w^as sent in the field to each building; meas- urements were made and a detailed inventory taken of the kind and amounts of material contained in them. This data was turned over to estimators, who applied current prices for materials and labor. To this value w^as added 15% for organization, engineering and incidentals, and this total was taken as the cost new. In depreciating the buildings, an an- nual depreciation of X^^^c was a]iplied. EXHIBIT X— REAL ESTATE. In arriving at the value of the real estate, comprising the land only, scheduled by the com.pany, the services of Joseph Donnersberger, an expert on real estate valuations, was se- cured and the valuations submitted herewith are the ones de- termined by him. EXHIBIT XI— PATENT RIGHTS. The company own a number of patent rights and have pur- chased the right to use others covering devices used in the operation of the railway. The value placed upon them l)y the company is considered fair and has been accepted. EXHIBIT XII— VALUATION OF CABLE PROPERTY AS PART OF AN ELECTRIC RAILWAY SYSTEM. For full explanation see detail in exhibit. TABLE OF VALUATIONS. 15 GENERAL SUMMARY OF PHYSICAL PROPERTY. Cost New Present Value 1 Track $6,455,462.00 $4,568,062.00 2 Paving (See below) 3 Electric Power Distribution System 1,750,478.00 1,448,259.00 4 Cars and Car Equipment 5,784,875 . 00 4,550,137 . 00 5 Power Plants 2,359,582.00 1,609,469.00 {Tools, Implements a n d Machinery. 247,407 . 00 198,183 . 00 Stores, Supplies and Float- ing Tools 521,258.00 521,258.00 7 Office Furniture and Fixtures 46,180.00 46,180.00 8 Horses, Wagons and Miscel- laneous 29,110.00 29,110.00 9 Buildings and Miscellaneous Structures 1,309,704.00 1,149,205.00 10 Real Estate (Land) 1,095,366.00 1,095,366.00 11 Patent Rights 41,268.00 41,268.00 Total of Exhibits 1 and 3 to 11, inclusive $19,640,690.00 $15,256,497.00 12 Legal Expenses, Carrying Charges, Brokerage and Contingencies @ 10% 1,964,069.00 1,525,650.00 $21,604,759.00 $16,782,147.00 2 Paving, Physical Value ... . 2,283,826.00 1,832,558.00 Grand Total $23,888,585.00 $18,614,705.00 EXHIBIT 1 TRACK EXHIBIT I. TRACK. Comprising the following divisions : l-A CABLE TRACK, EXCLUSIVE OF SPECIAL WORK. 1-B CABLE TRACK SPECIAL WORK. l.C ELECTRIC TR.\CK, EXCLUSIVE OF SPECIAL WORK. 1-D ELECTRIC TRACK SPECIAL WORK. 1-E TRACKS IN CAR HOUSES AND YARDS AND SERVICE TRACKS. 1-F CAR HOUSE AND YARD SPECIAL WORK. SUMMARY. Cost New Present Value a,- Cable Track,Exclusm-ofSpe:'ialWork $2,586,677.00 $1,895,939.00 7*^' ^ j^ Cable Track Special Work 59,271.00 53,761.00 ^bJfi Electric Track, Exclusive of Special q . Work 2,911,462.00 2,043,224.00 1 f r Electric Track Special Work 609,525.00 365,715.00 Lb Jo Track in Car Houses, Yards, etc 165,030.00 135,325.00 ^•i.'/o Car House and Yard Special Work.. . 123,497.00 74,098.00 f,^ $6,455,462.00 $4,568,062.00 EXHIBIT I, SECTION l-A. CABLE TRACK. SUMMARY. Cost New Present Value i -^ (5 Cable Track without Special Work. . $2,493,879.00 $1,858,929.00 Cable Ropes 92,798.00 37,010.00 $2,586,677.00 $1,895,939.00 20 EXHIBIT I. SECTION 1-A. UNIT COST ESTIMATE TO BUILD ONE MILE OF CABLE TRACK. Excavation 3,920 cu. yds. @ $1.25 $ 4,900.00 Concrete 1,382 " " " 6.50 8,983.00 Yokes 1,320 " 5.25 6,930.00 Chairs and clips 2,640 " .90 2,376.00 Track rails, 85. lbs. per yd. 133.57 tons " 41.00 5,476.37 Slot rail, 62 lbs. per yd... 97.42 " "41.00 3,994.22 Rail joints, cast welded .. . 336 " 5.50 1,818.00 Slot joints 33^) " .20 67.20 Bolts 16,000 lbs. " .035 560.00 Tie rods and keys 2,640 " .30 792.00 Manhole covers and frames, 165 @ 400 lbs 66,000 lbs. " .02 1,320.00 Sand plates 2,640 " 1.25 3,300.00 Carrying wheels 165 " 6.00 990.00 Planking, oak 30,000 ft. " 30.00 900.00 Hauling iron 449 tons " 1.00 449.00 Yoke wedges and shims . . 225.00 Grip hatches, 3 per mile . . " 67.72 203.16 Hand pick-ups, 1^ per mile " 40.00 60.00 Track laving 5,280 it. " 1.00 5,280.00 Public safety 600.00 15 catch basins and pipe connecting to same .... " 40.00 600.00 Relaying pavement outside of right of way 880 sq. yds. " 1.25 1,100.00 $50,953.95 Cost per foot to use in curve track deduction—. $9.65 Proportion to add for curve construction, per mile . . $ 972.00 " " " vault " " " 3,551.00 $55,47;^95 Add for underground obstructions 7,000.00 5,477.00 Organization, engineering and incidentals, 15% 9,372.00 Cost Xew Per Mile of Single Track $71,849.00 Deduct cost to renew (depreciation) 18,293.00 Total Present Value Per Mile $53,556.00 Cost New 34.71 miles of cable..© $71,849.00 $2,493,879.00 Present Value 34.71 miles of cable. . @ 53,556.00 $1,858,929.00 UNIT COST ESTIMATES— CABLE TRACK. COST TO RESTORE ONE MILE OF CABLE TRACK. Track rails 133.57 tons @ $41.00 S 5,476.37 Slot rails (25% of 97.42 tons) 24.35 " " 41.00 998.35 Rail joints 336 " 4.50 1,512.00 Sand plates (10% of 2,640) 264 " 1.25 330.00 Bolts 11,000 " .035 385.00 Tie rods and keys (50% of $792.00) 396.00 Manhole covers, (66% of 66,000 lbs.) 43,560 lbs. Yoke wedges and shims. . , Chairs and clips 2,640 " Teaming, rails and iron .. . 171 tons " Pavement, 4,690 sq. yds., (labor and small material) Labor 5,280 feet Organization, engineering and incidentals, 15% Total $20,385.00 SCRAP VALUE OF PARTS RESTORED. Track rails 125 tons @ $11.00 $ 1,375.00 Slot rails 24.35 " " 11.00 267.85 336 joints 17 " " 10.00 170.00 Covers, bolts, etc. 25 " " 10.00 250.00 $ 2,063.00 Scrap machinery in idle vaults, 2.9 tons @ $10.00 29.00 .02 .90 1.00 871.20 225.00 2,376.00 171.00 .50 .50 2,345.00 2,640.00 $17,725.92 2,658.89 $ 2,092.00 Deduct scrap value 2,092.00 Cost to Restore One Mile of Cable Track . $18,293.00 EXHIBIT I. SECTION 1-A. LOCATION AND LINEAR FEET OF CABLE CURVES. 4 curves State street loop 320 feet 4 " Wabash avenue loop 320 " 2 " Wabash avenue and 22nd street 160 " 2 " Cottage Grove avenue and 22nd street. 124 " 2 " Cottage Grove avenue and Oakwood blvd 200 " 2 " Cottage Grove avenue and 55th street. 230 " 4 " Lake avenue loop 320 " 1,674 feet UNIT ESTIMATE OF CURVE CABLE TRACK CONSTRUCTION. Cost per foot of cable curve to construct new $30 . 00 Less cost of straight track construction per foot 9.84 $20.16 1,674 linear feet of curve track (T/ $20. 16= $33,747.84 Average Cost Per Mile to add = 33,747. 84= $972.00 34.71 UNIT COST ESTIMATES— CABLE TRACK. 23 MACHINERY IN VAULTS AND TUNNELS. SUMMARY. State and 39th St 2 Vaults $1,915.00 Cottage Grove Ave. and 39th St 2 " 1,423.00 52nd and State Sts 1 " 2,454 . 00 63rd and State Sts 2 " 650.00 Cottage Grove Ave. and 71st St 1 " 679.00 Cottage Grove Ave. and 55th St 1 " 4,200.00 21st St. and Wabash Ave 1 " 2,285.00 21st St. to Wabash Ave Tunnel 145.00 State and 21st Sts 1 Vault 9,293 . 00 Total Cost New, Machinery $23,044 . 00 Total Cost Neiv, Vaults 100,198.00 Total Cost New, Vaults and Machinery $123,242.00 Total number of miles of cable track 34 . 71 Cost of Vaults Per Mile, to add to unit estimate of cable track = .123,242=^ $3,551.00 34.71 MACHINERY IN VAULTS— CABLE SYSTEM. VAULTS— STATE AND 39TH STREETS. Vault No. 1: 1 12-ft. sheave $215 . 00 2 7-15/16-in. sheave bearings 389.00 1 7-15/16-in. shaft, 5 ft. long 40.00 $644 . 00 Vault No. 2: 1 12-ft. sheave $215 . 00 4 7-15/16-in. bearings 778.00 2 7-15/16-in. shaft, 5 ft. long 80.00 1 6-ft. sheave 48.00 ,121.00 $1,765.00 Labor, erecting machinery 150. 00 Cost New. ...'. $1,915 . GO 24 EXHIBIT I, SECTION 1-A. VAULTS— COTTAGE GROVE AVENUE AND 39TH STREET. Vault No. 1: 1 12-ft. sheave $215.00 2 7-15/16-in. bearings 389 . 00 1 7-15/16-in. shaft, 5 ft. long 40 . 00 7 12-in. sheaves 35 . 00 $679.00 Vault No. 2: 1 12-ft. sheave $215.00 2 7-15/16-in. bearings 389 . 00 1 7-15/16-in. shaft, 5 ft. long 40 . 00 $644.00 $1,323.00 Labor, erecting machinery 100 . 00 Cost New $1,423 .00 VAULT— 52ND AND STATE STREETS. 4 12 ft. sheaves @ $215.00 $860.00 4 6-in. shafts, 5 ft. long 70 . 00 4 6-in. top journal bearingsl „et (oj 250 00 1 000 00 4 6-in. step bearings jP^^ ®^^ ^ ^t»U . UU 1,UU0 . 00 10 12-in. wheels ) 10 1-in. shafts, each li ft. V " 5.00 50.00 20 1-in. bearings \ 4 5-ft. sheaves « 40.00 160.00 4 2J-in. shafts, 4 ft. long 16.00 8 2|-in. bearings 32 . 00 4 cable clamps 16 . 00 $2,204 . 00 Labor, erecting machinery 250 . 00 Cost New $2,454 . 00 MACHINERY IN CABLE VAULTS.'] 25 TWO VAULTS— 63RD AND STATE STREETS. 1 12-ft. sheave (a, $215.00 1 6-in. shaft, 6 ft. long 1 6-m. top journal bearing} 1 6-in. step bearing | 1 U frame, 1 ft. sq., H-in. metal " 1 40-in. wheel " " 1 21-in. shaft, 2 ft. long " 2 2|-in. bearings " 4 12-in. wheels ] 4 IJ-in. shafts, 1 ft. long [ " 5.00 20.00 8 l^-in. bearings J !15.00 $215.00 22 . 00 250 . 00 35 . 00 35 . 00 21.00 21.00 4.00 4.00 4.00 8.00 $575 . 00 Labor, erecting machinery 75.00 Cost New $650 00 VAULT— COTTAGE GROVE AVENUE AND 71ST STREET. 1 12-ft. sheave @ $215 . 00 $215 . 00 1 6-in. shaft, 5 ft. long 1 6-in. top journal bearing [ 1 6-in. step bearing j 2 40-in. sheaves " 2 21-in. shafts, 4 ft. long. . 4 2^-in. bearings 1 24-in. sheave 1 IHn. shaft, 4 ft. long. . . 2 l^-in. bearings 1 U-frame for r2-ft. wheel. Labor, erecting machinery Cost New $679 . 00 20.00 250.00 21.00 42.00 4.00 S.OO 4 . 00 16.00 15.00 15.00 1 . 00 1.00 1 . 00 2.00 35.00 35.00 $604.00 75.00 26 EXHIBIT I, SECTION 1-A. VAULT— COTTAGE GROVE AVENUE AND 55TH STREET. 7 12-ft. sheaves % $215 . 00 $1,505 , 00 7 6-in shafts, each 6 ft. long 150.00 7 6-in. top journal bearingsl . 250.00 1,750.00 / 6-m. step beanngs J ' 1 U-frame " 35 . 00 35 . 00 4 40-in. sheaves '• 21 . 00 84 . 00 4 3-in. shafts, 3* ft. long " 4 . 00 16 . 00 8 3-in. bearings " 4 . 00 32 . 00 1 5Mt. sheave ■' 45 . 00 45 . 00 1 4-in. shaft " 5.00 5.00 1 sewer pump " 50 . 00 50 . 00 2 4-in. bearings " 6 . 00 12 . 00 2 15-in. wheels \ 2 1-in. shaft, IJ ft. - " 6 . 00 12 . 00 4 1-in. beanngs ) 6 cable clamps, 80 lb " 4.00 24.00 16 12-in. wheels ) 16 1-in. shafts, U ft. - " 5 . 00 80 . 00 32 1-in. bearings ) $3,800 . 00 Labor, erecting machinery 400.00 Cost Neiv * $4,200.00 VAULT— 21ST STREET AND WABASH AVENUE. 4 12-ft. sheaves @ $215.00 $ 860.00 4 6-in. shafts, 6 ft. long 85.00 4 e-in. top journal bearingsl .. ^50. 00 1,000.00 4 6-m. step beanngs J 4 U arms ' 35. 00 140. 00 $2,085.00 Labor, erecting machinery 200.00 Cost New $2,285.00 TUNNEL— 2IST STREET, CONNECTING STATE STREET AND WABASH AVENUE. 24 12-in. wheels ) ^r t^r, 24 1-in. shafts, 2 ft. long -@ ^^^^ _ ^_ „„ 48 1-in. bearings j complete $ 120.00 Labor, erecting machinery 25.00 Cost New $145 . 00 MACHINERY IN CABLE VAULTS. 27 VAULT— STATE AND 21ST STREETS. 13 r2-ft. sheaves @ .S215.00 2 8-in. shafts, 6 ft. long 4 6-in. shafts, 4 ft. long 7 6-in. shafts, 6 ft. long 11 6-in. top journal bearings | 11 6-in. step bearings. | 2 8-in. top journal bearings | 2 8-in. step bearings J 4 U arms 8 12-in. wheels ) 8 1-in. shafts, each 2 ft. - 16 1-in. bearings ) 2 15-in. wheels 2 l^-in. shafts, 2 ft. long 4 l^-in. bearings f $2,795.00 72.00 57.00 149.00 (« 250 . 00 per set 2,750 . 00 389 . 00 35.00 5.00 6.00 778.00 140.00 40 . 00 12.00 $8,693.00 Labor, erecting machinery 600.00 Cost New $9,293.00 28 EXHIBIT I. SECTION 1-A. VAULT AND TUNNEL CONSTRUCTION. SUMMARY. Cottage Grove Ave. and 39th St Vault No. 1 $ 2,730.00 Cottage Grove Ave. and 39th St " " 2 1,417.00 State St. and 39th St " " 1 776.00 State St. and 39th St " " 2 3,277.00 State St. and 52nd St 6,364 . 00 Lake Ave. and 55th St 6,431 . 00 Cottage Grove Ave. and 22nd St 11,707. 00 Cottage Grove Ave. and 71st St 2,318.00 Wabash Ave. and Madison St 4,337.00 State and 21st Sts 5,597.00 Cottage Grove Ave. and 55th St 18,336 . 00 State and Madison Sts 4,840.00 Jefferson Ave. and 55th St 3,296. 00 Wabash Ave. and 21st St 2,390 . 00 State and 22nd Sts 6,515.00 State and 63rd Sts Vault No. 1 3,362.00 State and 63rd Sts " " 2 375 . 00 State St. and Wabash Ave. at 21st St. . .Tunnel 7,313.00 State St. Power House to Archer Ave.. . " 8,817.00 Total Cost Neic $100,198 . GO VAULT NO. 1— COTTAGE GROVE AVENUE AND 39TH STREET. Masonry : Shoring and bracing Excavation 710 cu. yds. @ $ 1 . 00 Backfill 81 cu. yds. Concrete floors . 492 cu. ft. Brick arches,. . . . 16.8 M brick. Rubble masonry 110 cu. yds. $264 . 00 1.00 710.00 .30 24.00 .30 148.00 18.50 294 . 00 7.10 781.00 Structural steel, I beams, 9,965 lb. @ Pumping, bailing and contingencies . . .03 $2,221.00 359 . 00 150.00 Cost New $2,730.00 VAULT AND TUNNEL CONSTRUCTION. 29 VAULT NO. 2— COTTAGE GROVE AVENUE AND 39TH STREET. Masonry, including shoring, ])racing and excavation . . . $1,142.00 Structural steel. 175 . 00 Pumping, bailing and contingencies 100.00 Cost New $1,417 . 00 VAULT NO. l — STATE AND 39TH STREETS. Masonry, including shoring, bracing and excavation ... % 634.00 Structural steel 92 . 00 Pumping, bailing and contingencies 50 . 00 Cost New $ 776 . 00 VAULT NO. 2— STATE AND 39TH STREETS. Masonrv, including shoring, bracing and excavation. . . . S2,741 .00 Structural steel 386 . 00 Pumping, bailing and contingencies 150.00 Cost New $3,277.00 STATE AND 52ND STREETS. Masonrv, including shoring, bracing and e-xcavation . . . .$5,048 . 00 Structural steel 1,016.00 Pumping, bailing and excavation 300.00 Cost New $6,364 00 LAKE AVENUE AND 55TH STREET. Masonry, including shoring, bracing and excavation . . . $5,063.00 Structural steel _ 1,068.00 Pumping, bailing and contingencies 300.00 Cost New $6,431.00 COTTAGE GROVE AVENUE AND 22ND STREET. Masonry, including shoring, bracing and excavation . , . $9,350.00 Structural steel 1,957 . 00 Pumping, bailing and contingencies 400.00 Cost New $11,707,00 30 EXHIBIT I. SECTION 1-A. COTTAGE GROVE AVENUE AND 71ST STREET. Masonry, including shoring, bracing and excavation . . . $1,865.00 Structural steel 343 . 00 Pumping, bailing and contingencies 100.00 Cost New $2,308 . GO WABASH AVENUE AND MADISON STREET. Masonry, including shoring, bracing and excavation . . . $3,764.00 Structural steel V 373.00 Pumping, bailing and contingencies 200.00 Cost New $4,337 . GO 21ST AND STATE STREETS. Masonry, including shoring, bracing and excavation . . . $4,419 . 00 Structural stt^l 185 . 00 Carpentry 793 . 00 Pumping, bailing and contingencies 200.00 Cost New $5,597 , GG COTTAGE GROVE AVENUE AND 55TH STREET. Masonry, including shoring, bracing and excavation . . $13,373.00 Structural steel 4,421 . 00 Carpentry 142 . 00 Pumping, bailing and contingencies 400.00 Cost New $18,336 . GG STATE AND MADISON STREETS. Masonry, including shoring, bracing and excavation $4,247 . 00 Structural steel 393 . 00 Pumping, bailing and contingencies 200.00 Cost New $4,84G.GG 55TH STREET AND JEFFERSON AVENUE. Masonry, including shoring, bracing and excavation $3,036 . 00 Structural steel 110 . 00 Pumping, Imiling and contingencies 150.00 Cost New $3,296 . GG VAULT AXD TUXXEL COXSTRUCTIOX. 31 WABASH AVENUE AND 21ST STREET. Masonry, inclucliiif^ shoring, bracing and excavation. . . . $1,785.00 Structural steel 505 . 00 Pumping, bailing and contingencies 100.00 Cost New $2,390 GO STATE AND 22ND STREETS. Masonry, including shoring, bracing and excavation .$5,409.00 Structural steel 806 . 00 Pumping, bailing and contingencies 300.00 Cost New $6,515 . 00 VAULT NO. 1— 63RD AND STATE STREETS. Masonry, including shoring, bracing and excavation. . . . $3,131.00 Structural steel. . ^ 81 .00 Pumping, bailing and contingencies 150,00 Cost New $3,362 00 VAULT NO. 2.— 63RD AND STATE STREETS. Masonry, including shoring, bracing and excavation. . . . $314.00 Structural steel T 11 . 00 Pumping, bailing and contingencies 50.00 Cost New $375 . 00 TUNNEL FROM STATE STREET TO WABASH AVENUE AT 21ST STREET Masonry, including shoring, bracing and excavation. . . . $5,417.00 Structural steel. . ^, '. 1,646.00 Pumping, bailing and contingencies 250.00 Cost New $7,313.00 TUNNEL IN STATE STREET FROM POWER HOUSE TO ARCEER AVENUE. Masonry, including shoring, bracing and excavation. . . . $8,377.00 Structural steel ! 140. 00 Pumping and bailing and contingencies 300.00 Cost New $8,817 00 32 EXHIBIT /, SECTION 1-A. CABLE ROPES. The cables have been figured for their cost new and their present vahie as of June 30, 1906. The cables used are l|-in. in diameter, steel strand, hemp core and weigh 3 lbs. per foot. The cost new price was quoted by Jno. A. Roebling's Sons' Com- pan}" @ .1.30 per foot or ten cents per pound. This figure is strong and we have taken this price, ten cents per pound, as the cost in the track. From information received from the traction companies and from scrap iron dealers, we arrive at a price of $10.00 per ton for scrap cables on reels at the power houses. In making our calculations we have reduced our price figures to mills, giving figures easy to work and easy to reduce to decimals of a dollar. First cost of cables equals 100 mills per pound and 300 mills per foot. The scrap value at $10.00 per ton equals 5 mills per pound and 15 mills per foot. The wearing value of the cable has been taken as the difference between the first cost and scrap value, or 285 mills. These two factors, total wearing value per foot of cable, 285 mills, and the scrap value per foot of cable, 15 mills, have been used throughout the calculations in determining the present value of the cables. 'From information furnished by the Company we were able to de- termine the "remaining life" in each cable on June 30, 1906. CABLE ROPE DATA. Rope Juinber Date of Installation of Cables in use June 30, 1906 Average Wear- ing Life of Cables, Days Second-hand Cables. Remaining Life when Installed Wearing Life Remaining in Cables, June 30, 1906 % of Wearing Life Remaining 1 April 28 90 27 30.0 2 May 4 229 172 75.1 3 April 14 92 15 16.3 4 March 6 114 8 May 21 280* 115* 75 65.2 9 May 16 280* 125* 80 64.0 10 April 19 150 78 52.0 11 May 26 223 188 84.3 12 June 7 167* 60* 37 61.6 *S3Conil-liand Cables. Weight of Cables 3 lb. per foot. CABLE ROPES. 33 = =x c- — I i-O O I " co~ lo" i-T ^ C; i^ Ci >>! lO lO —I Ci 5^ •o O-l 1-1 1 o i-H CO GO (M t^ T— ( CTj Ol o -H .Xi ! CI (M -ti ^ CO ^ CO o o CO =: 5i ^. -; — . ■So § g '^ '"t "^^ "^l t^^ ^ l^t' t- OC ^^[shhJ t^" t>r tC oo" lO" tJh" co' o" co" :^ O w O O c-1 o — o O w O 3 O- o o o o '* O O O O O -^ -^ on '- ^ 1—1 C:> o = S S ;:i i2 :::; S '^5 '2 ^ ;;2.s.i|a;s S ^ ^ 3 § § 2 ;^ ^ ^yiisi=E ■ ■ ■ y =^" t^CMiOOtOOoOOOt^ = 'S'"C" O iq_ X^ 0_ X t--" co" TfT (m"" (N (N 1-1 1-H '^ (M C^ C^ C o o o fcJO N 'S (33 aring value of substructure 2,859.30 Total value of substructure to be depreciated at 5.72% annually $3,461 97 5.72% of $3,461.97 = $198.02, annual depreciation of track due to substructure. Amount of organization, engineering and incidentals to be depreciated with rail $1,511 .97 Actual wearing value of rail 7,189.31 Total value of rail to be dei)r{>ciated $8,701 .28 Original depth of head 72/64 in. Depth of head when scrap 40/64 in. Wearing depth 32/64 in. 1/64 in. wear = 1/32 of $8,701.27 = $271.91, which is amount of depreciation for (\ach 1/64-in. of wear. PART NOT DEPRECIATED. Excavation $1,210 00 RECAPITULATION. Part depreciated with rail $8,701 .28 Scrap value of parts depreciated with rail 1,398.29 Part depreciated with substructure 3,461.97 Scrai) value of parts depreciated with substructure.. . . 1,440.70 Part not d('])reciated (excavation) 1.210.00 Total $16,212.24 UNIT COST ESTIMATES FOR ELECTRIC TRACK. CLASSES G-1 AND H. UNIT PRICE ESTIMATE. ESTIMATE OF COST TO CONSTRUCT ONE MILE OF SINGLE TRACK. 9-in. girder rails, 60 ft. lengths, welded joints, ballasted. Amounts Steel rails, 90 lb. per yd. delivered, tons 141.43 Hauling to street, tons 141 .43 Excavation, cu. yds 2715 Ballast, cu. yds GOO Ties 2640 Tie plates 5280 Spikes, kegs 50 Welded joints 180 Cross bonds 5 Track laying, ft 5280 Organization, engineering and incidentals,15% Total Cost Per Mile Unit Price Total Value $41.00 $ 5,798.63 1.00 141.43 .50 1,357.50 1.65 990.00 .65 1,716.00 .25 1,325.00 4 . 00 200.00 5.50 990.00 2.00 10.00 .33 1,742.40 $14,270.96 2,140.64 $16,411.60 52 EXHIBIT I, SECTION 1-C. CLASSES G-1 and H. DEPRECIATION OF 9-INCH GIRDER RAIL. DEPRECIATION OF TRACK DUE TO SUBSTRUCTURE. Cost Scrap Wearing New Value Value Ties $1,716.00 $ -11,716.00 Tie plates, 26.2 tons @ $10.00 1,325.00 262.00 1,063.00 Spikes, 5 tons @ $10.00 200 . 00 ' 50 . 00 150 . 00 Labor, placing ties @ 3c. per ft. 158 .40 158 . 40 Ballast 990.00 990.00 Labor, placing ballast @ 3c. per ft 158.40 158.40 $4,547.80 $312.00 $4,235.80 Annual depreciation of substructure ma- terial per mile $4,235 . 80 = $242 . 04 Annual depreciation in % of wearing value 5 . 72 DEPRECIATION OF TRACK DUE TO WEAR OF RAIL. Cost Scrap Wearing New Value Value Rail. $5,798.63 130.6 tons @ $11.00 $1,436.60 Less 5c. per ft. for removal 264 . 00 $1,172,60 $1,172.60 $4,626.03 Hauling 141.43 141.43 Cross bonds, 5 @ 50c 10 . 00 2 . 50 7.50 Welded joints, 12.1 tons@ $11. 00 990.00 133.10 856.90 Labor, 27c. per ft 1,425.60 1,425.60 $8,365.66 $1,308.20 $7,057.46 Wearing value of parts depreciated as substructure.. . $4,235.80 Wearing value of parts depreciated as rail 7,057.46 Total wearing value of parts depreciated $11,293.26 $7,057.46^62.5% of $11,293.26 4,235.80=37.5% of 11,293.26 The above percentages are to be used to distribute to rail and sub- structure the proper proportion of the part yet to be depreciated. UNIT COST ESTIMATES FOR ELECTRIC TRACK. 53 PART YET TO BE DEPRECIATED. Organization, engineering and incidentals $ 2,140.64 62.5% of $2,140. 64=$1,337. 90, amount to be depreci- ated with rail. 37.5% of $2, 140. 64 =$802. 74, amount to be depreci- ated with substructure. Amount of organization, engine(^ring and incidentals to be depreciated with substructure $ 802.74 Actual wearing value of substructure 4,235.80 Total value of substructure to be depreciated @ 5.72% annually = $ 5,038 . 54 5.72% of $5,038. 54 =$288. 20, annual depreciation of track due to substructure. Amount of organizatio ?, engineering and incidentals to be depreciated with rail $ 1,337.90 Actual wearing value of rail 7,057.46 Total value of rail to be depreciated $ 8,395 36 Original height of head 77/64 in. Depth of head when scrap 40/64 in. Wearing depth 37/64-in. 1/64-in. wear=l/37 of $8,395.36=$226.90, which is the amount of depreciation for each 1/64-in. wear. PART NOT DEPRECIATED. Excavation $ 1,357 . 50 RECAPITULATION. Parts depreciated with rail $ 8,395 . 36 Scrap value of parts depreciated with rail 1,308.20 Parts depreciated with substructure 5,038.54 Scrap value of parts depreciated with substructure 312.00 Part not depreciated (excavation) 1,357.50 Total $16,411.60 54 EXHIBIT I, SECTION 1-C. CLASS J-2. UNIT PRICE ESTIMATE. ESTIMATE OF COST TO CONSTRUCT ONE MILE OF SINGLE TRACK. 9-in. girder rails, 30 ft. lengths, we ded joints, earth foundation. Amount Steel rails, 90 lbs. per yd. deliv- Hauling rails to street, tons 14L.43 Excavation, cu. yds 2347 Ties 2113 Tie rods 880 Spikes, kegs 20 Welded joints 352 Cross bonds 5 Track laying, feet 5280 Organization, engineering and incidentals, 15% Total Cost Per Mile Unit Price Total Cost S41.00 % 5,798.63 1.00 141.43 .50 1,173.50 .65 1,373.45 .25 220.00 4.00 80.00 5.50 1,936.00 2.00 10.00 .30 1,584.00 $12,317.01 1,847.55 $14,164.56 UNIT COST ESTIMATES FOR ELECTRIC TRACK. 55 CLASS J-2. DEPRECIATION OF 9-INCH GIRDER RAIL. DEPRECIATION OF TRACK DUE TO SUBSTRUCTURE. Cost Scrap Wearing New Value Value Ties $1,373.45 $1,373.45 Tio rods, 4.41 tons @ $10.00 220.00 $44. 10 175.90 Spikes, 2 tons @ $10.00 SO . 00 20 . 00 60 . 00 Labor, placing tics, 3c. per ft. . . . 158.40 158.40 $1,831.83 $64.10 $ 1,767.75 Life of substructure, 17.5 3'ears. Annual depreciation of substructure material per mile $1,767. 75 = $101 . 01 17.5 Annual depreciation in % of wearing value 5.72 DEPRECIATION OF TRACK DUE TO WEAR OF RAIL. Cost Scrap Wearing New Value Value Rail $5,798.63 133 . 06 tons @ $11.00 $1,463.66 Less 5c. per ft. for removal... 264.00 $1,199.66 $4,598.97 Hauling 141.43 Cross bonding, 5 @ 50c 10 . 00 2 . 50 Labor, 5,280 ft. @ 27c. per ft. . 1,425 .60 Weldedjoints, 23.6 tons@ $11.00 1,936.00 259.60 $9,311.66 $1,461.76 $ 7,849.90 Wearing value of parts depreciated as substructure .... $ 1,767 . 75 Wearing value of parts depreciated as rail 7,849 . 90 141 .43 7 .50 1,425 .60 1,676 .40 Total wearing value of parts depreciated $ 9,617 . 65 $7,849 . 90=81 . 6% of $9,617 . 65 $1,767.75=18.4% of $9,617.65 The above percentages are to be used to distribute to rail and sub- structure the proper proportion of the part yet to be depreciated. 56 EXHIBIT I. SECTION 1-C PART YET TO BE DEPRECIATED. Organization, engineering and incidentals $ 1,847.55 81 . 6 % of $1,847 . 55=$1,507 . 60, amount to be depreci- ated witli rail. 18.4% of $1,847. 55=$339. 95, amount to be depreci- ated with substructure. , Organization, engineering and incidentals to be depreci- ated with substructure $ 339 . 95 Actual wearing value of substructure 1,767.75 Total value of substructure to be depreciated at 5.72% annually $ 2,107 . 70 -5.72% of $2,107. 70=$120. 56, annual depreciation to track due to substructure. (Organization, engineering, etc., to be depreciated with rail $ 1,507.60 Actual wearing value of rail to be depreciated 7,849.90 Total value of rail to be depreciated $ 9,357 50 Original height of head 77/64 in. Depth of head when scrap 40/64 in. Wearing depth of head 37/64 in. 1/64-in wear=l/37 of $9,357. 50=$252. 90, which is the amount of depreciation for each 1/64-in. of wear. PART NOT DEPRECIATED. Excavation $ 1,173 50 RECAPITULATION. Part depreciated with rail $ 9,357.50 Scrap value of parts depreciated with rail 1,461.76 Part depreciated with substructure 2,107.70 Scrap value of part depreciated with substructure. ... 64. 10 Part not depreciated (excavation) 1,173.50 Total $14,164.56 .e9 .84 .67 .09 09 28 85 08 00 187 39 I|l4 )1 )3 35 55 It \7 7 2 2 4 13,668.12 16438 ,'29 L -8 32 1 -2. 14,104 50 1U,411.0U 14,164.5U 10,411 -OU 1U,411.60 15,159.53 10,212.2 ).53 o -13 37 0-63 -S 100 4} 1 -8 1-13 37 1 -at 14,104.50 15,15!). 53 10,212 24 15,159.53 11,470.00 2,SOO.0O 0,241.30 3,380.78 38,324.10 23,306.35 10,910.33 9,801.03 10.10^1 Jl 95 i8i 1-13 83 10 1-13 95 81 1-13 14,037.00 0.384 Main MUROAN 4i m, • 4i'in. 03 17i 0-fi2 4,037,00 038 5'mm 038 3,200.28 0,503,05 3,773 -64 6,787.10 4,8^0 40 3!948.fl7 4,705,70 11,95326 1,577. fO 6,925.70 1,052.71 85 10 1-1 95 8J 1-13 37 13,420 35 2.S15 14,037.00 14!o37,00 U,3att.4i 8,877 .23 11,211 75 2,434 I) 7 3/lC ii 10 1-13 37 11,524.07 J,C20.3O Str 22ni fhl 0-02 17^ 1V+ w 1V4 0-^ 83 10 1-13 in 95 «t 1-13 i-i:i 3/16 in »6 1-13 7 3/10 in. Tin. B 7 3/1(1 in. 1,018 A -IJii 0,700 D 7 3/10 in, 85 63 171 4! 17» 0-02 I -8 (Hi2 il -1 m 10 1-13 ss 1(1 1-13 1(1 «* by 174 0-62 7 m. B 7 3/lG in. 7 3/10 in, 7 3/10 in. 7 3/10 in. 7,920 D 7 3/lG in, 8,S62 C 7 in. 11,060 D 7 in. 2,622 G 9 in. 100 4i 1-8 32 95 8* 1-13 SI n i^i's 84 «4 0-«2 KS 1 -1 34 1-13 lis «4 1-13 lis 1-13 «5 1-13 10 1 -4 ya ,1' 1 -8 'lU B''22 1) 7'3/lB in S3 10 1-13 10,(102 44 in. 174 0-62 438 7in. 3.218 7 3/10 in 85 1-13 7,272 OS 84 2,008 7 3/16 in 83 10 ..:.y 1.43S C 7 in. 86 10 2.S4 Tin. 85 10 1 -4 ,J.>v,,y 3.800 6 7 3/10 in 83 10 1-13 254 c 7 3/16 in 85 10 1-13 1,820 c 7 3/10 in 83 10 1-13 c 7 in. 85 10 1 -4 70,588 A 44 In. 63 174 0-62 7,876 B n-62 2,800 B 44 in" 5,300 li 0.', 81 1-13 »14,03J-00 0-174 $3,119-74 810.9I7 20 »,8g9.60 13,429-35 «,251 63 2,519.38 13,429.36 5,086-05 8',343'.30 6.W0-39 13,429.35 6,062-02 -,360.73 5,930:22 14.037.00 4,135-91 9,901 .09 1,059 42 13,429 35 1:208 6,755-66 6,073.69 8,001.83 13,429.35 070 4.051.21 9,378.14 682.73 16,212.24 1-717 1,348.95 14,663.29 25,620.27 14,037,00 355 1,205 57 9,631.43 3,490.15 14,037-00 3,701.43 10,275,57 2,270.90 16,159.53 1-027 4,105.39 10,212-24 0-030 3.400.85 15,159-53 3,403.74 11,745 >9 3,911:35 16,150-53 14,037-00 11 900 60 15,169-53 1 745 79 235 41 14,037-00 •>fi87 06 345 00 16,212-24 0.060 3 41o 47 8 394 08 15.159-53 0.331 3 037 03 15,159 53 0.270 3 001 21 14,037-00 0.038 3 324 5o 14,037 00 0.448 "SS? 00 10,212-24 0.028 119 6 9,379 80 [ -4 28 0-62,1 H3 37 1-13.7 85 10 1-4 28 1 -0 ( S9-9 15,159.53 674 292 01 8 80 9 « 970 10 1-13 37 0-68. 5 15,159 53 0.005 0591 48 8 6G8 05 813 90 1 -i 28 0-56.6 15,159. KJ 0-7J8 5 914 di 9 45 19 0115 40 85 10 J -4 28 0-0:^.8 85 10 1 -* 28 0-03 85 10 1-4 28 0-C2-1 " 17 J 0-02 22 0-57.' 37 1-7 4 14 In. 03 174 0-02 0-55.2 7 3/11; in 1-13 . y.ii- in 85 10 1-13 37 0-63 6 85 10 I-l,t 37 # 0-62*6 15,169 53 i:,500 0-56:6 0-50.1 1 -8.4 1,5,159:53 16,411.00 2.209 0.497 0-65.3 069 0-60.7 1 -7.3 1,5,1.59 53 10,411 00 1,927 15,1,59.53 10,411 00 350 10,411 00 1 -0:7 15,159 53 0-58.2 14,a37 00 10,212 24 15,150.53 10,212.24 1 .528 0-59.7 1 -3.3 16,1.59. .53 .500 0-50.8 12,1,52,94 3 .508 TEMPORABT TRACK 15,159.53 15,159.53 13,429 35 518 34 ■> 154 98 13 094 74 '■ 56 v.. 9 998 37 ■>0366 68 10 846 44 13,5,58-12 11,087-11 11,812-09 11,770-30 5,838-07 3,193 -87 448-34 7,089-28 1,574-35 Total - »1 877.617 34 UNIT COST ESTIMATES FOR ELECTRIC TRACK. CLASS Q. UNIT PRICE ESTIMATE. ESTIMATE OF COST TO CONSTRUCT ONE MILE OF SINGLE TRACK WITH FLAT RAIL. Unit Total Amount Price Co&t Rail, tons 73 . 85 $40 . 00 $2,954 . 00 Hauling to street, tons 73 . 85 1 . 00 73 . 00 Ties, delivered 1760 Stringers, 6 in. x 8 in., M 422 . 4 Excavation, cii. yds 1560 Cast iron knees, 4 per tie, 3.5 lb. each, @ 3c Spikes, kegs 40 Laying track, ft 5280 Total Cost Per Mile $9,257 . 50 SCRAP VALUE PER MILE OF TRACK. Rails, 73.83 tons @ $11 .00 $ 812. 13 .40 704 . 00 25.00 1,056.00 .50 78.00 729 . 00 4.00 160 . 00 .30 1,584.00 $8,050.00 1,207.50 58 EXHIBIT I, SECTION 1-D. oooooooooo o.ooooooooo oooooooooooo oooooooooooo — H O lO O 'X 'M 'M Ci O ^-1 t^ O "^ lO T-^ O >— 1^ O c:_^ O^ 1— r ,— r co" to" o" o" '*" o" !>•" o" OC 'M I-^ O O t^ O CO r-H Ttl Tfl O O-l 00 -t^C:^C0L0»O'*iOC0'MG0tO r^ f'^^t^ o^io CO o OC' ." (m" to" I— r OO" Co" t^T o o o o o o o o o OOOOOOO'OOO Oi— lOOGCiCOt^'^CiTti ^Hrsirv-jT-HCO'Jti^t^'^"^ t-Tt— r 1-1 o o ^ !M iM i-H r-- r^ o t^ Ci Oi O O "^ to -^ C^l ^H Ol to t^ cc t^ l-^_^ 1-H^ Tji_^ o_^ c:_^ co^ c: O CO i— r co" oq" cq" cnT to" cc i— r co" O" h>. to to T— '^ 1— o to tr G<: CO t^ tC c: l—t tH (-1 o 't: tj o T— 1 1—1 r- C a. '^co H 0. 3^^ o c c ^ > - O o -t-s ^ ^ — ^ c 3 '^ a: Ca 1 > rH CJ ^ s c o 'a •4-3 O to ^ c 1 c > ■>*S ^ 5 to D ■^ '$ =3 O 3 o > . fcJO -u ^ ^ 00 C 1 !> .s CO s p s: s s s C r- T— 1 "a - P ^ ^ ^ =: 5: s s ^ -p s o 1 72 CO O J5 -^ r^ CO -ii! ^ ^c o3 s a s =: s S3 5: s s S s 5J ii ^ ^ ^ ^ *= "" ^ o CC bJO, s cc ^ O Q ELECTRIC TRACK SPECIAL WORK. 59 o o o o o o o o o o o 3 o o o o o o o o o o o — o c: o O O O CO t^ cc o o -f f c: 'f Ol CO ITD o lO GO t^ CO Ci -^t^ 1 — 1 Ci -f -t< -M O' o '^i ^ cq ^ y-i O CCi O-l lO CO !M -^ t^ Ol --^ Ol 00 O lO lO CO t- lO Tti O lO iC Tf* -— t GO "^ O '^ o^oT oT co" icT TfH ^ lO »o b- CO t-- o ^ CO Tfl to CO 0 lO O lO »-0 Cvi t^ rti Tfi '^ Tt< i^ 1— I O -^ t^ Gi O Ci iM y:! CO o o o o o o o o o o (M O oq 0-1 ^+1 O l>- C^l O C^l lO CO 1-H O 1— I m^ Tt< Ol 00 ! C3 ~ Ol CO f— 1 iH y-i ^ ^ <«■ fA- <1 to o ^o'S o o o o o S§aj CO CO CO CO CO CO CO c^ £. M 0; O <«J (4 H « o o o o o o o o 1^ g O' CO '^l X X o '^ CO Q s c o O^l O '^ ^ X LO c. C^l O o X Tf^ o T-H O^ 02 „ O: CO t^ 1-H 'TtH >o ^-< Ttl o t^ O iC- t^ t^ CT; ^ ^H Q ^ ^ » iz; t-l < ^ OS t^ r^ Ol o o M Eh •yj O CI c^ X CO or; i-f o en? -i; lC CO' ^ CO i-H iM lO o o CO '^' H O ^ r' M c •t?- CJO o ^H O ' — c3 ^ ^ TRACKS IN CAR HOUSES AND YARDS. 71 ^ CO ^ CO lO lO CO O -f O lO 00 Ci -fi -M >0 COO'^rH,— IIOCOIO-— 1 'X CO 1— 1 ro o o o -f OC '-f 'M f^ CO 3 O O o 1— 1 CO •M 'M -M ^ --^ C: -— 1 02 O * S5 -Sr:- CO o Eh 1^ O CO Eh Q ClOOXOi'^tO'-HGO rorCOCi>OrfiOt-^0 O O^ O 0_^ fM CO i— • t^^ X) c^r CO CO o w*" cT i>^ c^r 1— I 1— I T-H iO CO ro C5 O i>rco~ cc o ^ to CO C: Ci lO ^^ Ol^ CO^ t^ O^ '*" C^f CO~ 1—1 "M O X 'M _- -■ Ol X lO ci's"" O ^-^ ?1 T-H f-<-v^fO ^ 0) - ^" • LO 'M LO .= 5r^ • X ■M CO O'"' ■ Ol '^ CO CO I^Ot-hoIt— I'rjHO^OcO ^H CO c^' LO ^H Tti oi to X CO CO_^T-H Ol^LO X '"l^Ci CO co" co" T-T co~ > p 6 o fcX) o3 X CO -J Q^ q; :/2 CO (M to «\^ »o o X CO t^ to o rvi ^ 1^ Ci t^ CO CO ^ '-f I— 1 O 'O ■ LO c^ ■ LO -^ • CO CO CO »o O X 05 ^H t^ '^< "/^ 2 "3 c E y^ '-n 'P'-n z > S hJ ^ <; ,^ C O k:Z o rri ,:/^ :V3 n-i — • C X '/^ i-r-i ■ G C 1-, X o _^ „ . -< ci O "^ -::: K ^ -< t 6S 1 C5 CO 1 O-l ^H 1 X CO 1 I^ Ol 1 T— < O^l Ol Ci 1 -f rrs 1 CO C-5 1 l-H '^ 1 CV| i "^ 'M 1 o r— 1 1 C5 O 1 to CO 1 l— t 1 o r^ 1 '-H X 1 CO o^ to I to CO I l-H ■rfl I '"- • CO X Oi CO iO_^ co" T-H CO CO I Lo" ^ I I^ CI I lO lO c3 S3 % O Ci CO CO CO CO CO Ol to CO Ol t^ CO '^ 72 EXHIBIT J, SECTION 1-E. < H 1^ O O O o o Eh 02 O o p l-H E-« CO X! O 3 ©■ d o fe S -(^ o ^^ -^8-2 = «©^ > ;ti ^- s o Id) fc- ^ p- ^ is i- i^ 5 bC" .>8 ^ -^ bC T" ■ b£ " -:*: IS 1 ~ •_ kJ J2 — s- 2 5- M <: "* S M U d. 0^ -2 B d c-d^ ®!I2 CO Q •T S Oj c 1 s-^t^ '"- ^ c ^ £00 r^ .2 .2 fc.^^ fe© Pi CC •* "-O 'Sl'Sl'Jl ^ 5 bC ■ — ■ Kf -^ 5 -^ r p o < M o O o *- S "^ bt^^ 15© ©.: © ®© - ^ o -jQ X 22 . '-'5 CO t^ 1- ^-^ ^ c M p-^ -s . ^ re •;; -^ ■5 .2 lC • _ ■ rt C5 • ! O O ^ = •- 2: t, -" C o 2- o 2. •^ O c lO cr. c 12!5'5-^ 0-2 «^42 •'^ c: r^ '^ 0-. X' _::; ir; ci l'^ o '-'^ '-'to- s ^^ 1 2- -si^S' i 2^li^5 H .2 2: . ^- C 3C I -^o o _; ■ • -4. f^ ^^ >— I O o LC CI Ol ( O o re ceo 5 C O l-H 't22 ! X O Lt O I "^ oco I ^ O L-^ C ! =2 o c c •* t^ 2 '"' o o ' 2 n c- ^ i-t ce _ I '^ -2 2 *= o t- c >2 -; Lt c L'j o I ■? o — : ■ ■ ^coccg.'-^co o c c coco — T d i^2: _p c CO IB 2 ^ O o o c >-. "' ^ c: ;:; 2- "2 ;:: bC "" ^ '-^ p. H • — T ■•'■- . ^ -2 — ^ 2 — X bc.Sf O -2 O — +i b£.rt ^t 'c 'C' "c "o o _„ ^J ^.^ w , :^ t-* (AR lit I SJ-: . • A L ) A I. L ,ll( 7.1 L ]\(.I K. EXHIBIT I, SECTION 1-F. CAR HOUSE AND YARD SPECIAL WORK. SUMMARY. Total cost of special work, new $114,420 . 40 Deduct portion estimated with street special work.. . . 7,031.30 $107,389.10 Organization, engineering and incidentals, 15% 16,108.36 Total Cost New $123,497.46 Depreciation, 40 % 49,398.98 Total Present Value $ 74,098 .48 EXHIBIT II PAVING EXHIBIT II. PAVING. SUMMARY. Pavement Miles Granite... 29.28 Sq. Yds. Price per Yd. 627,804 $2.50 + 15% Cost New Present Value $1,804,936.50 $1,470,363.42 ^(C'-y^ No.lGranite4.64 21,749 3.60 " 90,040 .86 82,265.32 ^\\?Y Brick 132.16 23,932 2.30 " 63,300 . 14 51,922.32 ^T^ Cedar 5 . 94 136,780 1 . 10 " 173,026.70 119,295.83 Ip^-', Macadam 6 . 30 11,126 .75 " 9,596.17 8,114.79 '^.« Asphalt ... 2 . 36 30,637 2.00 " 70,465.10 62,813.58 ^\l Oak 48 2,272 1.30 " 3,396.64 2,570.42 -jS'.'J^ Plank 44 1,821 .72 " 1,507.79 1,402.58^/ 'J. -^ Cinder.... 33.94 157,488 .30 •' 54,333.36 27,197.97 Dirt 8.16 38,327 .30 •' 13,222.82 6,611.40 Totals 223.70 < ^2,283,826.08 $ 1,832,557.63 78 EXHIBIT II. lO tC' O O lO 0\ 'C O 'C I^ ^ Ol lO lO ^h its lC i^ ic — o 'M Oj -— 1 o t^ cz: »o c t^ t^ o CM 1^ CM — Co 5 « 3 -— icoc:t^rocoo-ioic;cz)cccMaDoo>ooo o o « cs C5 c; oc c^i ^ o cc c: <-o 'Tf c: c; c; o '— I o c. o '~'h> "^^ o '"*, ^ "I '^ '^. cr:, '>\ 1^, ^' "^ '^ <^i '^, '^ '^' t^' ^ o' CO T-H -rtn' cf CO LO CM o' CM CM CO O t— t CO i-H lo Lo o c; o 'O o l-^ I>. CO o o "O o I>. OO t^ t^ t^ C^l o ■i" o ^ "* Lo t^ o '* (X Ol l^ lO o c^i CC GC 1^' C^l ^ P cr c^ C; O Ol t^ lO ^H X Tf CO CO Ol LO i-O CO Ci i-O 5? CO ^ X -— I C: O X O CO' C^l LO ^ LC CO CO CO to =.5 O^L'OO^COLO-O'^'OX'*'— iCOCOOXCO ccJ^ rsf cT ol ^ ^ ^ ,:— ,-J t^' 'Tt*' »C Co' c; c: X '^i c^i ^ t^ o X Oi Ci i^ CO CO — I o i-H CO CO ^ "-"l x_ o LO lO lO lO X X to lO i'^ -Tfi lO 'O to CO to CM CM CM rt^ "^ to to to to to CviCMCMCMCMClT-i^T-i^COCOCM -OOlOl to tO' to to I^ X '^ c^i '-'^ t^ C^l X X CM X '— I X (M CO CM C<1 CM ■—I C^l '>\ C^J Ol -— i c , — 5% ' — ^OC^:30tOOtOtOtO'COOOtOOO iO^tOtOtoi^C0tOtOt0l~^t"-tO'-HC0tOtO rv^l CO C^l Ol 01 C^l ^ C^l f>\ C<1 o O to ■ — ^ O to O iC ^-< ^ Ol O) •-' C^l ^'^ CM to lO' to ^ to 1 — 1 CO to CM C^l CM ,— I CM T-i CM < c3 H f* |c| r^ ^ . ^ , r^^ ^- ^ ri-; ^^ o o o ^ -, C^l t^ X ^ Ol X rt^ O) Ol 't'^^ X; X C^l CO" to CO !■>-' to' cT OJ CM CO "S X S .;ti c o o O • ' — J/2 ffi C-. ^ p* rv^ X . , O '-^• y; C/J ^ O O O C5 p U O COCOCOCOCOCOCOOCOCOCOCOCOCOCOCOCO X X CO CO CO CO' CO ■^ CO' CM t^ CO oi to C^l ^ t^ X to t^ t^ CM CD C^\ '— ' i-H t^ CO' cm' '^ to' t->^ co' mScoSSoCi ^toiO' ^COtOCS fc-i to CO CO 01 CO CO ^^ CO to 2 CO I>- c^i >->-^ < coCd; to to O CO to to to CD X X <1 c;S O'-Ht^'OtocoJiJ OI CO "^ CO 'Tfi to to CO "^ i-< '■'.'■■■ ■ K pi • o ^ « ■ ■ ■ ; a z- - ■' - z < w < I'AVlNa DATA o o o o o c: c; O 'C -M X "M f c ^ tc Tf LO O iM '*' O 'O Ol :0 CO CO Tl i3 y 3 c— I 'M C"! io i-o o lc "* i^ X 'O "M X ^h oi c; o X c: '-; „ :?■— — ^tc ^ _ij ,^ _ ^, — -.» _!. ^-^ -r< --5 c: .— < ic :^ Ti ;c 1^ ~. 3 "c c; '^ ■ — ^ f^ V' O ""^ '^1 ^ ^ ^^'^ ^ '^ lO ^ X "H ^^ ■— ' ^ '^ o o -t 'C ° ^H CO •* t^ Tt^ O O (M CO C -* X -f" i-^ C5 »— 1 '-f' CO X o lo X X 't *r C^f r-H lo X C-. O 1^ " ;£ 01 I - c: — • '-I ^^lOt^O CO OO'-H'^X'-' St3 O --H TjH C5 ^ lO -H ^ l^ O c. • ^ C/ir^ CO >0 r^ Ol !; ^i O^ lO lO X C^ fin ^ T-H -^ -' c^ 9 C v§a O !-) 3 o o f~^ O S '^ Ttl T^ -^ iM >-0 L."^ in li^ ?- i^ iQ 1^ 'O 'O '-O 'O 'O 'O 'C '^ o t-1 i-l 1- Z 1^ t^ <>i '^i ^1 ^ '^ 1^ '^1 '^' '^ Cr '^ '-2 '2 OXXX'^XXt^^^CsXO'-^^O-lXXJLOiC CSJ rt ,_i ,_, .S .-H 1— I ,— I (M C^l 1— I »-H O) Ol Ol'O'l T-H ^^ o o o lo lo lo I^ lo 'O lo lo »o 'O lo 3 '^' «-c o 'O '- ~ c; O-I >-0 01 Ol Ol 01 0-1 0 c0C0>OiOioKc0i0'0c0Oi0C0>OC0''--0>OiC'-0>-0-^'-- "^^ oi rvi 0-1 Ol CO — i O^l Ol f^i oi Ol iM 0^1 O^l 0-1 0-1 Ol Ol Ol O-l O^l Ol "M — — < > (X4 - >,£ O CO CO •3 o O ?; O ^ O O w -^ ^ ^ i-^ ^ ^' "^ ^ t' V r-^ -^ J~' CD CO CO 'CO CO CO CO i-O o CO CO CO CO CO CO CO CO O CO CO CO CO CO Sc'ScOcOCO Oi LOXOOCi'^Ol^^cOOr-iI^-HOOlOOO^--^ ^- « t^0>0 t^ XX30cO-Ht^t^>0-*t^^t-.01C001;^iOC:C:^0 .2- ^* I^ O o-l »0 TtH CO Ol '— I OJ O C:_^ Ol t^, cO_^ •* C: >0 Cw >0_^ CO 'T -+ -Tf C ,-h' rvf ,— (' of "— < 'M' ^' '^ "* Ol o o 4 S ^ ■ t^> 2 &I crl -(^ '>>=^ > C/J cS . 1-^ Hiz; o r^i o :c c/2 c <^ I ^'3 - d .s o c ^ CAJ [/J K -^ _li ^^ i- ^. O O O (01 O > : t: —I ^ X ■:C- ■=£ ^S^JP^^^-2^ oF^si Ol 'M -j- lO lo S 3 CO i^ Ol X o O ^ X 80 EXHIBIT II. o a; 75 COX^'M'— I'-HtO'— t^HCOr^OlCOOl^O'O'-HiOt^'— iGCC/:'— ifLOO ="' £> CO CO Tti '^ '^ '^ Tt^ iC (M X lO Tfi CO CO CO X CO CD O CI --H C^l --H Ct CO co__ ^fe ci -^' ^ O Oa' Co' im' C5 lO Co' O '—*' x' '-H iC •^' ^ .— I T-H OJ 1— I O t^ -* Ol O iC X> "M LO CO X 1^ "O I^ '-C Ol LO CO X C: O CD O CO X iC CO COCtcO'— lO'-OOJiO'OCOCOt-^iOOl'OiO'^COCOCOCOOXxX^HO-l T— I CO CO Ol 'M CO t^ CO t--;^ i— I '^ X CO --H lO CO l>'_^ --H ^_ t^_ -^ CO CO CO O CO o --H o-f ^' oa' >— t' "O T-H Tt^' of -H tj^' CO c: 1^' oi' 5§S »OiO>-OOOWOt^O«OOOCO(M(MOi O-IiOt-hOO'— iO'-l!N O O O O O' o o <— I lO »0 iM Ol -— I Ol 01i— 10)01 r-H-— I r— I r-H,— (,-H'— l^^^Hr-H^H.— I kJ;"- iOT-HCOLOiOCO^CO^CO>01>-CO'0^0'^'0*OiOtCCO"^OiCCO»0 Oi (M iM (M O^J T-H Ol Ol (M iM Ol C^l (M CM iM "M (M (M CM CM •EH < Q iz; M > tf; ' Jr' ."tf; i± 't:^' -t^ <^ ."ti tf; -^ c3 .-S .-t; 03 .ti .t; .-t; ±; -t; , ."ti .-s .t; .ti _§ "P ""5 (-, ^ -^ a .. ,--,.. ,^ c3 ci ci .ii g rf ci .^ ci ^ o.rt '-I '-'t>.' ^b»- '^JS '"'i-ij^ '"^ '^ "-," COCOXCOcOOCOCOCOCOCOCOCDCOCOcO'^'-i^'COCOCOCOCOcOCDCOCO O 1^1 O Ol rn ,■ — ^, rv) X O i-O C; CO O "^ '— ' X C iC C- CO CM '— ' O O I"^ 1^ O OCl^^X^OO-lCi'Ot^C:oOCOCOCi'^t~^OcO'rt^'^l>XXl^'t< CO "* CD CI C^l C^l rt "O X CO Ol CO "TS ri "^^ X CD C^l CO O C-1 C: i-h --h ,— r CO '— ' co' 'm' '"' oi CM Lo co' -—T S; " fr-' > bij a s o o O S3 o O rH O bJD— 03 s^ ?5 ?2:o^^^ ±"0 cc w '* g CJ o PQ -T-. Vl -- -^ bC W) a; CD y. PQ o >^ : -2 £ c3 c -e ^ ^ ':= q fe ^ K < H^ ,S ^ -TIT" bC---^ 03 ?3 ;:3 o3 03 X a G j:Z ^ '^ X X ^ ^.^-.^ Cbc3o30«^-^00-t-c3c3cjt'_i ^ S J-;^;;^ "^ J^ ^ ^ '■^ '-- -^ '^P, ^ •^ >. CJ 03 J^ f^ 3 o •-5 ^3 -^, -^ o _j_^ C ^ bC ] ■ »— f-! • r^ f-— -C ff ^ W < Oi-5 03. -td^-- ^ s ■r Q Q K H . S 03 - ^ ., . 03 ^ - H X Ol CO '' ' " CO ■* I^ 1— 1 ^ TtH 'tl Tt< PAVING DATA. 81 C5 O O 'O -+i 'M CO O X 'C C: X O O 'M rC — I O O :0 t^ O >— I ^ 3 X -M O O O O ^ :0 'M 't'i ?i "O S ro oi i-sS'f'MC^o^ox X ;o^X'Mococ;o c £- :o -M -M cc ^ !X) c; o ^ CO CO cr. "C --< c; -f" ^£> -+ CO X re ci' c; o '— I >o oi -f 3 >(^ o -■^ --C c; X o -r) -o — lO -^ I- ir: X 01 — '-, '-, -t* X of Vj r-.' ^' oi V, LO ^ ^ X t^ CO lO Thi I^ lO X ^ ^ , . ^ ^^ . , -c.— (.-HCD'-Ot^OO O OOlO'+i'-H— i-n-H-o ._S ^ t^ X' t^ ^ CO t^ X ;3 — ^ ►- ^ - "-^ - -•- X O-l CO) CO '^ t~^^ O t^ lO t^ OI Tt^" o o6 tC »0 O '^ OI o t- CO c: t>. o g § a O O '-0 O-l lO O-l OI O -^ O-l lO X lO Ol oi t^ t^ S-|>' lOO'-H— lO^^ O XXOJX'— I— it-hXlo '^ " i^' '^l — I OI Ol Ol T-H 0-1 Ol Ol '"' —I OI >—( X X X Ol l^ 1^ iC t^ X X CO X 6?&-^ lO O O ^O »iO lO 'O C: ~ lO O ~ O 'O 'C '^ 3 0-1 O^ lO >— I '— I ^H .— I Ol Ol Ol >— I r^) lO '— I ^-^ '^' Ol 01 01 Ol ic Ol ■~" — — ■'=: — ^ •-=: -"^ .- ~^ ;r:r ^ r:r .-^ .-^S >,^ .- .^ ._ io O ro O 1"^ »0 CO LO CO i-O »0 LO CO >— I UO >— I CO 'O "O ^O f !01 0^1 O^l Ol O^ C^ (01 — I Ol ^H Ol Ol 'M ^1 W O O CJ s Q > 5 '- ^ "" -^ '^ '^ '^ ^ -^ 5;J '^ b ^ 'S '^ '^ ~ 'a 0:OCOOCDCO^ O LO o ">o Ol o Tt^ t^ '^ O O X LO O X Tt^ o rt ri LO ^ 1-^ :o X COOtOCOXXCOO ^o r^ Ol o ij f^ -^1 ■— ' '*CD'^cO::-5c:CO C: O 'O c; -^ '-^ TfH "-H t>- uo o' CO :0 ^1 'M r-i Ol wCoa CO o :a o ^ _ "0 CO Ol CO Ci CO co^^ CO Id X o bJO ?^ "n ^ o a; ^ I > >!;-l •"-' +-* -*^ X ^ X S <^ X X o r^ b£ s i := ffi "^ -^ p" o CO O ^ Ci :3 SS -" ►— I X -X r:; <;^c^ ^ — _ 'o — "x Ol c^ ' ■" «< CO cc Q — ; :£ r- = <^ ■^ *- < X c: CO id . o -c: CI, > X 82 EXHIBIT II. i£? if,' K v! S S Q S ^ ^ c; o t^ o Lo o lO !M »c :/- Ol f>) O O O ^ CD C CO OO tr^ iM «?: (M 1^ 1^ ci CD lO ^ T— I »0 O CC O >-0 OO CD ~ Tf -H- rt^' C^ — ' ,-H t'-^ ^' C-^ CD O lO ^ Tf C: O O »0 —I T-i — _ lO rvi ^ — ^1 r^ »C C^__ CD X; 0_ CD^ !M T-H t^ CC' O Tf X i-H x c; CT. S !•-. CD CD rj^' O Cd' CO of »o' !m' tJh' O-l" rNi' rv]' ^ iV ^ CO ^ ,-H C-1 Tj^ i-O ^ ;— : C: -D: O CO r^ CO CO' CO ^ cr-. cc oicD'OOcooo-ixr^r-io^i'-Hr^iMo-iCi^^t^c; O CD O X X Tfi to CD CD »0 cr. -^ X I^ C: O ~ — CD cr. CO o_ CO o CO X CD --; en ^ X ^ -^ '-I '^ c; ^ x t^ oi l>r CD O ^H Tt r-H of (-:' ,— r cc' ^ -H Ol r-l y, to liO lO >0 LO »o to to X LO lO t^o-itooio-i^Ot^Tt^r^ioior^'^c^toto-^tO'^i X'-HC:^,-iOaXoo^COCsiT-HCOCD^(M01(Nv C,^CD< '■^ - -- "-^ I:^ +- X LO ^ X ^ ^totocoSXc^Oco'^or-C l>^"S''~ ^'^ Pi to to o CD CO "^ CO CO c • h-C ^^ ^ ~' b Q fe ^ K : w 0:5 . Y' i-i ■-. ►r ^ ►_: '-^ :^ ^-5 >.^H k-*^ H^lS ,i_ X 'J CO 3 K PAVIXG DATA. 83 'C o lO CO 1-^ o 'M c^i ^o '>\ i^ yi ~ X c; »o o 'C lO CO CO c^i o "« £ i CO (M lO :0 X CO ^^ 'M Ci »0 Lt :0 lO o iC I- f >0 CO O Ol CO o 081; ^ 00 cr. :o CO o CO X CO o) 1^ -H i-^ x -t< c. CO oi cr. X -^ >o c-. ^&> CO (M O CO ^H -M LC CO CO CO I^ CO "—I CO CO 'M 3 ^ C^ CO CT: -f O-f X' -— r -f ^' ^' r-^ —1' -"H CO' --H 1;^ CO' O C^l' »o — I .— I »o 01 lo — 1 1^ cc >- Tti ^ '— I ^H O LO T-, -^^ t^ lO '— I O^ Oa Oi 0-5 -^^^ ^H o^ -. lO CO C^l O O-l - X t^ X Ci iS r-H (M (M 0-1 Ol !M IM C^l 'M --H ^H ^H ,-H ,— I r-H 'M ,— I T-H ,— ( '-0 oiH'^co*^^t~-'^'^'^'^c;Lo5ioio»0'0'-oicco»oco 2 fe^ (M 01 Oa C-1 !M (M C^ (M tM 0-1 f>l "M fM (M 0-1 0-1 Ol iM O^l Ol Ol C-l Eh Q izi h-l O Q o o c;oa)cc;tici;QiOO(uoo rt ~ "' "" '- ^ ^ ci "r" ci ct ,-i. rt c3 c5 c ^-H ci ^-^ Cg Cj c3 c3 ^ c3 .^h c3 .f-i ;h §(£; 00 o '^ ^ "-^ '-^ CO *~2' X X ^ '^ ^ ^■"fri c-5 f^ -^ O 01 ^ CO ^ O CO C2 t>- oco'^^'^'^i'O^cocO'-i a Tti '^ ^ "-C CO CO X CO ^ ^ CDCOCD'^COCOOCO t-,?o»o'^t^ct^t^ X CO X iS cr. c! X '-H CO^ X CI o ^M t^ o to CO !>. CO^ Ol Tj^' 03 O CC ^ iyl r^ I> i-in HH ^- bt ^^-^ ^ i ffi,^- s ^SS^ ii^^x^c^i^ a Oh e- C — Q G c- z C C ^ ^ < K C C J X C3 t: C5 i; 10 .= -H 5; 10 ; 1- 1^. S c d > o ^ CO s^^i '— » ■> ~< >— ^ r" >^ C trS c3 c3 ,• O »0 lO -^ . <5p-s>-5XcO>0».OXX 84 EXHIBIT II. 'v^ .^5 .--i "M O -,^ -M T^ O — Ol 3 O O O -^ -M rT< i-i CC C;. X 3 n C: --D CT. "M Ol M ro "'■V X ro c; '-H ~r oo M^ ^3 ^ o Ci oi !r> -H re re X O 'M O X X' CO CO C2 t^ O ^ Ct) iC -^ to -^ CI l-^ t^ O t^ X O-l X -^ X C^l Tti O t^ Ci l>-_^ >— I O "* ---;•< X X lO X CO CO t^ CO ^' ^" ^' t^ o' lO O lO CO C^ CO Tfi lO LO CO_, Ttl r-H im' O lo' 1^ lO to CO to 'O lO LO l-O LO LO LO »0 lO t^ t^ t^ LO LO LO LO O-l t^ I> X LO LO LO ^1 -^1 >Oi to ^^ Ol CO CO O 05 C^ O-l C^ .— I CO CO X O O Ol ■TtH i-^ ei -— I Ol "M C^ C^l O'l C^ C^ C^ C^ 1—1 ^H 0-1 CO '—I Ol OOOOOOOOC^tOLOLOO' lO toOio to oo LO^Ht— I^Hi— I^HT-H^H^H^^ ei ^^ ^Hi— I e-1 •— ILO COtOI^t-^COtOtOtOiotOtOtO'— i CO COtOcO CO LOCO Ol Ol Ol LO w o ci ci q o o o cj o o ;S ;i_.CJCjO"j^ ;^ ' -, ."^ "^ *^ 'T^ r'-; r", m --, "-, "-, ^►-, •■ -^ CO cOcOCOCOcOcOCOcOcOXcOcOcO S3 CO CO OO'-HXLOtoOcOocOLO'^CO o C: O O^l CO t^ O O ~ c: CO Ol CO 1^ O O'-HCOOl'^l'^tOcOiO^oCj^'^^l o to X CO CO Ol >— ' nr\ m rri o O CO t^ CO to C5 -+-. t^ f-^ ^ « t^ ^ 72 to o ^ '-;? bc- Q- CJ O 53 ^ ^ >; i2 +0 o ^ 1^ O c M fi "* bC -1^ ci ^ 03 =*-< -i2 c3 o CO 03 :c >. ^_i q i_H ;:^ 03 03 S go : o ^ ^ .-X ?^ ic fr5 q o ^^ ^ ^ ;.; .+J 03 O; a; O 7^ t> -^^ ^^ i> ceo o "2 CO M ;:: >-. < !-< X n )—iij'jj 03 a a -M CO CO CO cd 03 O c5 "^ ^r.a ^ S — ( PAVING DATA. 85 lo lo lo lo cc c^i ^H ic >c rc x '^ 'C TC c: '.'^ o o t^ o X o o o »c tc o 05 t^ 1— I c; ^ ^^ CC C^l t^ ^^ ?C t^ l^ ■M w "M 3 :C CO O X ic O O t^ ■>) O o S-t: tc •— I C: -f "M ^^ -t O O t^ 'M Lt iC -f cr. -M •-C ^ X C. I^ — ' lO o o :o o ^(i;> O^ '* CC ^ X ">0 O Ol t>- Ol -t t^ X t^^ 'M I^ CC 1^ O ">D OI CO -M l^ Ol O »-C CO iC ^H ^^ C: t^ CT t— "M C: 1^ *>) CC re -M LC O »+ >C X —H ei t^ -f -1^ O '^1 £42 CO ^ 't ^H X X Lt — I — t^ l^ -O -M C; i.-t X o -^r: ce --c X -f ei >c ^^ o cc g ^ o^ '^^^ ;c cc CO i->-^ t^ '-H rr CO ^ ^ X TC ro ic "+ i^ i^ CO ;c ^^ !C x -h 01 '^ -a'-^ t^ d ~v -f 01 c^i — I ^H x c; of -f "M ^' co' '— I co' of i-a io'^'^'^OlciC'-C'O uoiO»C iT'iO 2 § a »o 10 >-0' ir- 01 t^ X >c r^ r- t^ t^ lo ■o) uo >o "^ 10 01 1^ •>• ^^ o o -ti i^i t^ £^>H T-ir-H,-H^^cO'— lOlCOcOCOrOOlXiO— iT-H,— iXXX'MOOX'— iX - i; ^ 05 C^ C^l fM !M 'M 'M "M •>! ^ r^ Ol Ol 01 '^ 01 ^ fc5c.-J O O O O "O «^C 'C C: '-t ic »C i-T C: 'C O O O O O »0 iC O O O O 10 10 0.2 ^O 10 IC O '-I ^ -^ "M IC to IC 10 C^l : • • •'• ^ Ol C^l "M "M "M 01 'M "M 'M — ' — 01 Ol "M •M Ol 'M Ol Q 1-4 > .5 00 ooooco mcom 00000 00 ^ .If; .t^ . .t: .t; ."ti .t: .t: -t: ■- ^ r '3 ^ .^ .-t^ .t: ."t: .■^ .-s , .-ti .t: 5-S'S CO o o CO X — to o w -^ :c :c -sC — -^ --r; "-C -^ o X o CO o ;r ■ ",0 '-o OCO^^XX'^COfMOO'^COTt^CCOOO.-iiOCOOC^t.':! to— i.-HLOCOO(MOiOt^OiOOXO^t>>OQOC:'— iXX^MCC OCOOo"^'-'^'* COi>.— lOOC-lCCiOCOcOi— itJhcO OO-l CO to Ol X '^ to ^ 05 ^ O^ Ol s , , O X to CO ^ CO l!^xw-;i:--!5^ — >! EXHIBIT II. u- X r: L- »-■: ^7 t^^ rt •-2 5: — f^ f^ ?j >: ^ >: r^ i--; 5: 3 L-t t^ £j ^ ^ tz i"~ ^ n r- r-: r-: -^ x ?i r-r r- =-H r: f 1 t^ t^ r^ L- ~ r- r^ — ■M — Ti t^x — X — ^. 'j: zr. x. -:\ -Ji -z. — -X. — — t^ X x ci t^ t^ L- t^ t- r; 3 i =;; X 3 3 c: c; u- — c; c; r: c; rt CJ n ci x x ri t^i ?^i rj ri — -ri fi Ti ri ri ?i ?i ?i ri n ?i M ri ri ri ri ri c^i C'l ;^ 5 i^ c; Lt iC "-"^ t>. i-t Lt L." L-; u~ L.t Lt «-~ r^ »_;; L"; tr; ~ ~ ct i-~ l~ i-t tr; "^ ■M CI M ^i "M ri 'M "I fi n n n n ?i n n ?i n n ri n rt ri Q [Zi H-l > z PAVlXa DATA. 87 r-» O '^1 O ^1 O !>1 'O i-C t^ 'M ^ >0 O -rf 3 O O 3 O (Xi O "52 t> C: ■* ^ O Ct C"! 1^ X C: ■g S-5 C5 --^ "M -H C: O O C: 2 cr. x^'-f''-iXX X -rtioroio -M c^ -^ -o -^ c: -H ^ o 1^ i^ ci C- cc 1^ "^ -+ -r CO o 'O -r 'O --h oil- c^' •^' '-' -^01 I-' Ol o ?;-o rfi C; X 'M ■* Ol "* >— I lO ^ CI' 1^ CO Ol Ol -t t^ = P. 1— I CO 1— I Tt Tf Ol -^ -^ lO CO > in Tt^ '^ oi 'X^ CO CO lo ^, '*, t^, t^, s^ t^, ^ cT c^f co' x' •^' -*' Ol cr. 01 'C I- X O X CO 1-- C: X t^ Ol ^ -^ = - - Ol »0 Ol o> _ _ ^-=>' .— loi.— i^xioxio ior^xx»oc;r^oo -> s lo i-< lo lo X Ol X 0-1 Ol c; X X ^ o ^H o X C; c: Ol Ol Ol Ol CO 01 1J ^^ r>- LO t^ f^ ^^ '"c ^ lO »n CO '— ' '-^ CO i-C CO "O o ""' 0-1 ' ^H Ol r— I Ol C^l Ol >— I '— I Ol >— I Ol Ol ^ o lO «-0 LO CC LO Ol 01 CO Ol LO < Eh Q iz; i-i > PL4 c£ fcfj b£ -^ -"^ ^ ^ ^H .-H Si ■'H w:0 — — — tCtOw :OOOOCOCD^OO o OO^^ X lO LO '^ LO lO y—t CO Ol Ol 'Ol CO Ol ' — ' LO C: 01 C: C; CO C: X Ol X ^ 2 '- ^1 c; c: c; r: t^ oi o w cr. oi o lo H -^ — « 01 OI X t^ ;c o ^ LO ^ Tf O LO -h cr. LO X — 1 Tf Ol Ol ■-< SX3' bij • o . ■1 1^ c3 -^ O ^ : ,^ '^i ." o ^ i^ ^ ^ '^ - ^ HH s^ r .S <^ ex' r.^ ^ X pi oi X Oi O CO CO CO 88 EXHIBIT IL »0 Tt^ t^ (M Tt< O 1> lO lO iC to O C^ »0 CO O O O GO (M t^ tX' >— I (M uc X O to sec; _4j . c; Th c: to 10 cc X i^ c; to c: c: X "-t^ o c^ c^i c>? X' to re o x ^H cr: cc 1^ •-' -t i-^ X o '-C 10 c; lo o x c; x re to C: to Ci O tC C: X t^ co^ O X lo X O '^ to C^5 cr. rc o -* s-S irc CO Tti ^H re CO r^ CO c; c^i t r^ t^ c; "^ — '^ to ~ s ^1 rs^ ,_ ^_j _ r— I ,— I oj 01 01 01 ei 01 ^^ oi -H ei 01 oi 01 'M ^ ^^ ic^ ^ ^ ^ ^ ^ ^ ^ "S a'S to^r>. tototO'OO'O'O'-Hto'OLOtO'Ocotocototoioco lOr— 1 jgp; =5 ... ................... ^ . . '*^ fM r— I 01 Ol 01 Ol (M 05 !M T— I (M C^l 'M !M !M "M !M !M (M Tl Ol "M "M t— i iz; > A4 bJO ~ O C c o c c c c o O O O CU o Oi o o COOCO cox^'^'^'^'^^'^^^'^^'"^'"^^ ■^ CO -^ CO CO ic"S «o CO X 5 *^ — I COCtCiCOOLOCO'— "^^t^COt^LOOtO^ OlTj^"- 1 O-TtiCOr^tOrJ^cOCl'LOOlrtHCO ;= o b£i ^:l c CO to CO '-H " " 5 •-- C^l 'N c K — ^ -:f -^ f-i ■ ■ : > CO cc o 01 e I x^ ■ -= !^ ^ a -^ -^ ~ ' . — lt. K p-^'ks 01 c^ ce to LO ■— c: 01 '-'^ ■* to CO CO X PC T^l 01 5W >^ rs < A .^^. g 1 1 CO !^ > ai O- '^ ' — ' ^ "S :S '5 "? "^ "H ^'-^ ^ ^ C-. i1^ i^ cr. c: CO ►-; -i • CO LO lO LO lO --O ''^ ►-H X eo < < ►J =2 X^ PAVfXO DATA. 89 _H^ 'M o i-c o ro CO -^ CO CO t^ iM ic ■i l-i ■— ' C; X t-- — I 'M ^ C5 -f 'M tr: c! ^a:i> S *i ^ S ^ '^ ^ =^ t^ — '- '-^ '"' O Lt CO O :0 >— I l^ 'M -f lO I^ — '— t OI>-»0»OiO'^iOt^'^i»Oi-'^ 0)^ C<10C^l(M'-H0'— iX'-H'— i(M [? fc (M fM !M C^l '— I r- 1 I— I I — ^ l-t . — ^ LO 0-1 r— < L'^ ■— < Ut O O C' O O Ol o o o o o o ioco»oiocot^co»oiocoicco uOHtS (M (M (M (M EH < Q izi > A4 bjO O O O lO O-l C: X r-i O '^ O CO to O O X 'I' '-0 .-H cr f-^i CO X '"^ C^ to CO '^ O ^^ OI fM C^ O O O CO -Tf r-^ to' IK bC o c o CO ^ ffi ffi ; « I ^- § ... . ■ • ■ -^ -=: farj CO h^ V: C w ^. l^ X 05 y3 t^ t-^ l>- > EXHIBIT III ELECTRIC POWER DISTRIBUTION SYSTEiW EXHIBIT III. ELECTRIC POWER DISTRIBUTION SYSTEM. Comprising the following divisions: 3-A OVERHEAD TROLLEY CONSTRUCTION. 3-B OVERHEAD AND UNDERGROUND FEEDERS. 3-C UNDERGROUND CONDUIT AND FEEDER POLES. 3-D TELEPHONE SYSTEM. ELECTRIC DISTRIBUTION SYSTEM. SUMMARY. Cost Present New Value Overhead Trolley Construction $453,813.97 $312,644 22 Overhead feeders 656,402 . 00 557,942 . 00 Return copper 266,888 . 72 266,888 . 72 Gable . 62,779 . 03 50,137 . 39 Bonds 91,058.33 63,740.83 Total for Overhead and Underground Feeders $1,077,128 08 $938,708 94 Wood poles 15,318 . 00 7,659 . 00 Iron poles 14,621.00 11,697.00 Attachments 6,755.00 5,404.00 Lightning arresters 1,984 . 00 992 . 00 Manholes and tunnels 36,072 . 74 34,268 . 22 Ducts and pipe 139,993 . 75 133,052 . 23 Total for Feeder Poles and Under- ground Conduit $ 214,744 . 49 $ 193,072 . 45 Telephone System 4,791 . 65 3,833 32 $1,750,478.19 $1,448,258.93 94 EXHIBIT III, SECTION 3-4. OVERHEAD EQUIPMENT. SUMMARY. Miles Cost New Present Value Total street lines 96 . 79 $372,945 . 80 $256,228 . 74 Total double service track 7 . 01 18,432 . 04 13,359 . 11 Total single service track 1.09 3,243.00 2,276.70 Total 104.89 $394,620.84 $271,864.55 Organization, engineering and incidentals, 15% ' 59,193.13 40,779.67 Grand Total $453,813.97 $312,644.22 The inspection of the overhead work has been made by going over all the lines and noting the general condition and character, and at different points making a detailed inspection and listing upon which the whole was estimated. The estimating and tabulating have been divided into Poles, Trolley AVire, Equipment for Supporting Trolley Wire, Curves, Crossovers and Miscellaneous Parts. Poles: The poles are figured as 7 in.-6 in. -5 in. x 30 ft. and 913 lbs. at 2|c per lb. The cost of poles in place will be found on pages 95 and 96. The life of the poles is taken at 40 years; the scrap value at $10.00 per ton, deducting 25% of weight due to waste, the portion underground being practically gone. The distance between poles has been measured at various points and the poles have been found to vary between 92 and 105 per mile, resulting in an average of 100 per mile being taken. Trolley: The trolley wire has been estimated as follows: WEIGHTS. -WearinK Weight, Scrap Weight, Lbs. Lbs. No. 1/0—319.5 lbs. per 1000 ft. 80.5 239 No. 2 /O— 402 . 8 lbs. per 1000 ft. 106 . 8 296 VALUES PER MILE ALLOWING ONE PER CENT. FOR SAG. No. 1/0— New @, 20. Ic per lb $ 342.46 Scrap @ 16c per lb 203.93 No. 2/0— New @ 20.1c. per lb 431.75 Scrap @ 16c per lb 252 . 56 LIFE OF TROLLEY. No. 1/0 1 year per minute of average headway of 18 hours. No. 2/0 H year per minute of average headway of 18 hours. Average headway. If minimum headway. Labor erecting trolley, $25.00 per mile of trolley. Equipment: The equipment for the support of the trolley wire is tabulated in detail on pages 95 and 96. The results of our ex- amination indicate that it is maintained in a condition equivalent to a depreciation of 20%. : : ELECTRIC POWER DISTRIBUTION SYSTEM. 95 TYPES AND COST OF POLES, EQUIPMENT AND CONSTRUCTION PER MILE. COST OF ONE MILE. TYPICAL DOUBLE-TROLLEY SPAN CONSTRUCTION. Labor and Material for Curves, Crossovers, etc., Extra. 100 iron poles $ 3,000.00 S 3,000.00 50 spans equipment 10665.6 ft. trolley wire @ 21.1c per lb. 2 lightning arresters @ $4.25 2 sectional insulators @ $4.50 Labor for installing trolley 347.19 861.98 8.50 9.00 50 . 00 347.19 683 . 58 8 . 50 9.00 50.00 S 4,336.67 .? 4.I,-)8.27 Iron Poles. Pole, .30-ft. 0-in., 7-in. 913 lb Pole castings Concrete in place Labor 0-in., 5-in., 2.5.10 1.00 3 50 1.00 Cost, in place, of 1 pole $ 30.60 Cost, in place, of 100 pole.s §3,060.00 Feed Spans. Equipment, regular span $ 6.57 Extra, for copper in feed span 2 . 67 Cost of 1 feed span in place. Equipment, Double Trolley. 2 pole collars (o S .12 2 Brooklyn insulators . . . . (g; 2 straight line hangers . . .(a: 2 clinch ears (5j 50 ft. span wire (galvanized 5/16-in) @ 2 wood strain insulatiors .(Si Labor .90 .45 .185 .76 .19 .24 1.80 .90 .37 .38 ..38 2.50 Cost of 1 span S 6 . 57 Cost of 43 .spans, in place.. . @S6. 57 282.51 Cost of 7 feed spans, in place@9.24 6-4.68 9.24 Total cost, per mile, of 50 spans. S 347.19 COST OF ONE MILE. TYPICAL SINGLE-TROLLEY SPAN CONSTRUCTION. Labor and Material for Curves, Crossovers, etc.. Extra. 100 iron poles $ 50 span equipment 5,332.8 ft. trolley wire @ 21.1c per lb , . . . . 2 lightning arresters @ $4.25 1 sectional insulator («i $4. 50 Labor for installing trolley $ 3,060.00 S 3,060.00 312.67 312.67 431.00 341 . 78 8 . 50 8.50 4.50 4. 50 25.00 25.00 $3,841.67 $3,752.45 Iron Poles. Pole, 30-ft. 0-in., 7-in., 6-in., 5-in., 913 lb S 25.10 Pole castings 1 .00 Concrete in place 3 . 50 Labor 1.00 Cost ,in place, of 1 pole $ 30.60 Cost, in place, of 100 poles St3,060.00 Feed Spans. Equipment, regular span $ 5.93 Extra, for copper'in feed span 2.31 Equipment, Single Trolley. Equipment, 'double trolley S 6 . 57 Less 1 hanger and 1 ear .64 Cost of 1 span, .single trollev S 5.93 Cost of 43 .spans, in place, (a S5.93. S 254.99 Cost of 7 feed spans (5 SS . 24 57 . 6S Total cost, per mile, 50 spans S 312.67 Cost of 1 feed span in place. 8.24 96 EXHIBIT III, SECTION S-A. DOUBLE-TROLLEY CONSTRUCTION UNDER ELEVATED STRUCTURE. Labor and Material for Curves, Crossovers, etc.. Extra. 105 span equipment 10,665.6 ft. trolley wire @ 21.1c per lb. 2 lightning arre.sters @ $4.25 2 sectional insulators @, $4.50 Labor for installing trolley 651.00 861.98 8.50 9.00 50.00 Equipment. 1 bridge sus 1 clinch ear pen; aon $ .45 1.85 .50 2 bolts.. . . .21 .50 Labor 1 . 25 Each $ 3.10 Double 6.20 Equipment. 2 hook clamps and bolts. 2 Brooklyn insulators. . . 2 wood strain insulators. 2 straight line hangers. . . 2 clinch ears Labor 651.00 683.58 8.50 9.00 50.00 $ 1,580.48 $ 1,402.08 1.80 .38 .90 .37 2.50 Total cost per .span $ 6.20 TROLLEY COST DATA. B. and S. Gauge. Weight 1/0 wire, new, per 1000ft lbs. 319.50 Weight 1/0 scrap (reduced to 18/64-in. diam.), per 1000ft. " 239 . 00 Weight 1/0 scrap per mile " 1261.92 Value 1/0 scrap @ $0. 16 per lb., per mile $201 . 91 Weight 2/0 wire, new, per 1000 ft lbs. 402 . 80 Weight (reduced to 20/64 in. diam.), per 1000 ft " 296.00 Weight 2/0 scrap, per mile " 1562 . 88 Value 2/0 scrap @ $0. 16 per lb., per mile $250.06 Cost 1/0 wire, new, @ 20.1c. per lb $339 . 07 Cost 2/0 wire, new, @ 20.1c. per lb $427 . 48 Above prices increased 1% for sag, are as follows: 1/0, new, per mile $342 . 46 1/0, scrap, " " 203.93 2/0, new, " "....: 431.75 2/0, scrap, " " 252 . 56 ^ ^ - K\\ MoT") .45 1.80 5 crossovers (plain) @. ?>.'M 26.96 8 frogs (plain) @ 3.37 26.96 18 wood strain insulators @ .19 3.42 4 globe strain insulators @ .34 1.36 5 collars @ .12 .60 17 clinch ears @ .185 3.14 284 ft. span wire @ .76 2.16 Total $70.95 Insulated, same as above, plus the following: 4 crossovers (insulated) @ $4.51 extra $ 18.04 4 frogs (insulated @ 4.51 extra 18.04 Total $113.03 lOt; EXHIBIT III, SECTION 3-A. OVERHEAD SPECIAL WORK. LAYOUT NO. 36. 11 straight line hangers @ 6 double curve hangers @ 6 single curve hangers @ 12 crossovers (plain) @ 10 frogs (plain) @ 1 three-way frog @ 22 wood strain insulators @ 6 collars @ 4 ball strain insulators @ 23 clinch ears @ 55.5 ft. span wire @ Total Insulated, same as above, plus the following: 2 crossovers (insulated) @ $4.51 < 2 frogs (insulated) @ 4.51 i Total 0.90 $ 5.40 .45 4.95 .50 3.00 .45 2.70 3.37 40.44 3.37 33.70 4.50 4.50 .19 4.18 .12 .72 .34 1.36 .185 4.25 .76 4.22 $109.43 xtra $ 9.02 xtra 9.02 $127.46 OVERHEAD TROLLEY COXSTRUCriON. OVERHEAD SPECIAL WORK. LAYOUT NO. 3". PLA]^••- 4 Brooklyn insulators @ $0.90 $ .3.60 9 straight line hangers frT .4.> 4.0.5 .3 double curve hangers @ .,50 1.50 .3 single curve hangers (a). .45 1.3.5 9 crossovers (plain) @ 3.37 .30.33 8 frogs (plain) @ 3.37 26.96 16 wood strain insulators (a] .19 3.04 3 globe strain insulators (a> .34 1.02 4 collars (rtj .12 .48 15 clinch ears (r^ .185 2.77 346 ft. span wire @ .76 2.63 Total $77.73 Insul.'\ted, same as above, plus the following: 4 crossovers (insulated) '. . . (ol $4.51 extra $ 18.00 4 frogs (insulated) (a 4.51 extra 18.00 Total $113.73 LAYOUT NO. 44. Plain — 4 Brooklyn insulators @ $0.90 $ 3.60 4 straight line hangers @ .45 1.80 1 double curve hanger @ .50 .50 2 single curve hangers @ .45 .90 6 crossovers (plain) @ 3.37 20.22 4 frogs (plain) @ 3.37 13.48 6 wood strain insulators (o^ .19 1.14 1 ball insulators @ .34 .34 8 clinch ears (a} .185 1.48 1 splice ear (n) .50 .50 4 collars @ .12 .48 230 ft. span wire @ .76 1.75 Total $46.19 IxsuL.ATED, same as above, plus the following: 4 crossovers (insulated) (a; $4.51 extra $ 18.04 2 frogs (insulated) @ 4.51 extra 9.02 Total "$73.25 LAYOUT NO. 54. 1 straight line hanger @ $0.45 $ .4.5 5 double curve hangers @ .50 2.50 5 single curve hangers @ .45 2.25 2 frogs (plain) @ 3.37 6.74 1 crossover (plain) @ 3.37 3.37 9 wood strain insulators @ .19 1.71 11 clinch ears @ .185 2.04 190 ft. span wire @ .76 1.44 Total $20.50 EXHIBIT III. SECTION S-A. OVERHEAD SPECIAL WORK. LAYOUT NO. 42. 4 crossovers (plain) @ $3-37 $ 13.48 Insulated — ^ d;~ co , ■}? 2 frogs (plain) ... ^ 3 37 8 wood strain insulators @ '19 3 ball insulators @ '34 4 collars '.'.'.'.'.'.'.'.'.'.'" (a) 'l2 22 clinch ears @ \^^ JG.S ft. span wire (a) .TO Total ..^O OVERHEAD TROLLEY CONSTRUCTION 113 OVERHEAD SPECIAL WORK. LAYOUT NO. 77. 10 Brooklyn insulators Or $0.00 4 double curve hangers @ ..jO 4 single curve hangers @ .4.5 5 straight line hangers @ .45 4 crossovers' (plain) @ 3.37 4 frogs (insulated) @ 7.88 22 wood strain insulators @ .19 9 collars @ .12 16 clinch ears @ .185 707 ft. span wire @ .76 Toial $75.00 LAYOUT NO. 78. Plain — 5 Brooklyn insulators @ $0.90 $ 4.50 3 straight line hangers @ .45 .90 1 double curve hanger @ .50 .50 2 single curve hangers @ .45 .90 4 crossovers' (plain) @ 3.37 13.48 2 frogs (plain) @ 3.37 6.75 10 wood strain insulators @ .19 1.90 1 globe strain insulator (a} .34 .34 5 collars @ .12 .60 5 clinch ears @ .185 .93 375 ft. span wire @ .76 2.85 Total . . $33.65 Insulated, same as above, plus the following: 4 crossovers (insulated) @ $4.51 extra $ 18.04 1 frog (insulated) @ 4.51 extra 4.50 Total $56.19 LAYOUT NO. 79. 3 Brooklyn insulators @ $0.90 $ 1.80 1 straight line hanger @ .45 .45 3 .single curve hangers @ .45 1.35 1 frog (plain) @ 3.37 3.37 7 wood strain insulators @ .19 1.33 4 clinch ears @ .185 .74 2 collars @ .12 .24 150 ft. span wire @ -76 1.14 Total $10.42 114 EXHIBIT III, SECTIO.X 3-A. OVERHEAD SPECIAL WORK. LAYOUT NO. 80. 3 Brooklyn insulators @ 1 straight line hanger @ 1 double curve hanger @ 2 single curve hangers @ 4 crossovers (insulated) @ 1 frog (plain ) @ G wood strain insulators @ 1 globe strain insulator @ 3 collars @ 4 clinch ears @ 1 terminal (§ 23.') ft. span wire (a Total 0.90 $ 2.70 .4.5 .45 .50 .50 .4.5 .90 7.8S 31.52 3.37 3.37 .19 1.14 .34 .34 .12 .36 .1S5 .74 .81 .81 .76 1.79 $44.62 OVERHEAD TROLLEY CONSTRUCTION. 115 OVERHEAD SPECIAL WORK. LAYOUT NO. 81. 4 Brooklyn insulators (a: $0.90 $ 3.60 9 straight line hangers @ .43 4.05 3 double curve hangers @ .50 1.50 3 single curve hangers @ .45 1.35 9 crossovers (plain) @ ?>.'',~ 30.3.1 8 frogs (plain) @ 3.37 26.9fi 16 wood strain insulators @ .19 3.04 3 globe strain insulators' ." @ .34 1.02 4 collars @ .12 .48 15 clinch ears @ .185 2.77 346 ft. span wire (^ .76 2.63 Total $77.73 LAYOUT NO. 82. 9 Brooklyn insulators (n, $0.90 $ 8.10 6 straight line hangers (a .4.") 2.70 1 double curve hanger @ .50 .50 8 single curve hangers (a .45 3.60 6 crossovers (plain) @ 3.37 20.22 4 frogs (plain) (oj 3.37 13.48 16 wood strain insulators @ .19 3.04 IS clinch ears @ .185 3.33 8 collars @ .12 .96 1 ball insulator @ .34 .34 1 splice ear (^ .50 .50 162 ft. span wire @ .76 1.23 Total $58.00 ' - LAYOUT NO. 83. 5 Brooklyn insulators @ $0.90 $ 4.50 2 straight line hangers @ .45 .90 8 double curve hangers @ .50 4.00 ■ 9 single curve hangers @ .45 4.05 3 crossovers (plain) (^ 3.37 10.11 3 frogs (plain) @ 3.37 10.11 14 wood strain insulators @ .19 2.66 5 collars' @ .12 .60 18 clinch ears @. -185 3.35 685 ft. span wire @ .76 5.22 Total $45.50 LAYOUT NO. 84. 4 Brooklvn insulators (5, $0.90 $ 3.60 3 frogs (plain) @ 3.37 10.11 1 crossover (plain) (5; 3.37 3.37 5 single curve hangers @ .45 2.25 2 straight line hangers . . . . • @ .45 .90 7 clinch ears ' ® .185 1.30 12 wood strain insulators @ .19 2.28 4 collars @ .12 .48 480 ft. span wire @ .76 3.65 Total $27.94 116 EXHIBIT III. SECTION 3- A. CO Lo c; 'M CO O -f 'M -fi CI O l^ 'M o' ^ f>\ !■— I 7— ( r— ( m o -t <>D ^ zr. rrjVj -^ CI o -t >o -o ?o -f c^ O C/j -+ O iC -f' o c/D o re c; CI X '-^ —I O LO Ol 1^ l^ iC "M t^ 'O o o c: -f o i^ o -yj "O -t O iX' C/D to I^ O C/j O TfH^ rl^ .-H O -t O O Ol^ O CO t-H r-T I^' O --H ^' CO CO :^ £2 c: -f Lo lo CO o 1^ ^ "^ CO CO -t i^ -— I LO o o I-- CO o ci on '>C! VO 'O ^ c; 1^ 1-^ 'O oi :o iq i^ X CO X l^' O 01 -t^ O lO CO (- X 'O -+ I- 01 'O CO O --I 1^ O lO) '/a ^ X CO o -t :o 'C i^ ^ CO t^ Ci O '-0 Ct tc ■^ — , X X LO I"' CO CO X CO I - r-4 o c; l^ o -t^ Ol t- Ol X X CI Ol O C- C". X "^ o o O O l' ^ -t^' i-O H CO C/3 iz; Eh Ck4 CO (4 O (4 H O iz; o o (4 H 73 o o » o H Q O t-^ X '-O -f -t — I X o ^ 'O LO 1^ -O X O 01 -t O X -ti uo lC l^ X X to 9 I- O C: lO -, -t< X to -ti 'O — I 'O to . — Ol Ol to to iS ^. ^^. -: to -f CO X X O CO Ol X CO t^ — ■ c: lO CO -f Ol o 1^ to -f CI -tn lO to O -f -+ 1^ O CO X I^ CO Ol CO 1- o O'-Hioi^iOt^.-HOO to O to O iM Ol -f Ol 1— I I- -f X I- -H cr- X CI X O O CO C; lO •O i^ o "-^ '—, o o "t 1— < 01 ^H Ol' of X CO c; CO 'O CO CO •M -+I I^ lO O ^ 'O ^ ^ X c; I- X CO O 1^ Ol Ol ^ "^ :d? '^ ^ ^ '^' '^^ "^ ^ '-' c; CO 1^ CO CO o 'O CO XOlOOl-^-tCl-H-t !r l^ f C-. 1^ »0 I- -tl 1^ O c: X I- c; CO ^H 'X CO' "f Oi Oi CO Ol 3 'C CO lO CO >0 CO 'C --t* c: -f lO lO c; o CO CO C. X ^ CO -t C: CO to C". lO Ol CO CO Ol '"r X uo c; — -t- t-O CO Ol X 'C X CO ^ Ol •* =/. bfj CO CO ^ ^ ro ^ -h' c; •^ — : I- lo CO P^ CO CO '=/: i" CO — ^ f^<[t5 s ■<; ~ i^ s K > -^ > • H S 5S ^ K > K = < f^ ^ ^ H 73 ^ S S 5 5 ^^ K ct i: ^ -< < O C- 3^-3^ ^ < W H -f to CO CO K -H ^ <: ^ K i -? ^- -r; ■ '^^ O • r^ r-i ^ . ffl . • ^ 2; Q '^ ^ t.^< a •^^- ^cS.-^J? z ^ ^ > i<1 I5g '^^ K H /- i Z -f H ; . ^ -< "* „ p -< 3-' t: X ;.X hJ S Q »— H '^ li^ < O K HH (— 1 l-H C J: ^ 3 H X ;^ > o yA r^ ,^^'X^ rfj ^-^ "^^ :> r^ CO Ol -/. CO J^ X c O — 01 CO -+• lO CO 1- X -"^ Ol OVI'llillKA 1) THOI.LF.Y CONSTRUCTION. U7 'O CO 00 ^o oi c; CO -t^ 00 'tl IC CO CO r-H -tH c Q m <— I 1^ 'O --tl CO 'O O Ol 1)^ GC Ci 1^ Oj CO CI Ol CO £,rt CO Ol —I Ol Ci 1^ T— I Ol £'^ ■<+i 1:0 Ol' . 00 •n^ O CO CO 'O O r^i c 'O CO O 01 >— < 'O O 'O CO 1^ 10 00 O 00 Oi Ol *. t* '^ 'O CO -+< -)^ 'O CO 10 0.3; ii;! .^ '^ '-< '^ "^ 00 o {_.<^< OSOOOIOCOOOOil^ ^ 01 CO 00 00 01 CO CO 01 00 CO 1^ >o o O 1^ GO 10 CO 1^ 00 1^ >0 T— I CO o oi CO 'O CO O 00 CO CO 01 CO CO -r o C5 CO x' 01 COOOOO-f'— lOI-t^-t COr-(^TtHCOrtC1000 co-t^-t(Mor^cococo 'fCOI'^OCOCOCOCO'^l 01^ 'i^ CO 04 00 CD ^ ^ O ^ ^ rH^ co' (^ -f C' 01 >— I o X 'O 1^ CO T^^ CO »o f 00 o »o oi CO TiH r^ 1^ 01 ^ o -t CO CS-tHCOOOGOr^lOIGOCO CO 10 CO (M (M i:^! CO (N CO C: •-< CO -^^ CO CD O 'IH O rt( I— I 10 CO >— I -fH CO 1^ 1^ 00 'o O O I- 'O I- r-l O 01 10 01 01 01 iX) c3 Q O o i-H P^ 'A' '^' ^ O I-^ -fi o ■»-; ^ CJ ;^ rH - Wt^ -t «=<> 00 03 <; ffitttU^On-! H H H H iJ :/v .X 'X' ■/: .^, K ffi W ffi [-H H H /, H •/-■ 00 ci 01 1^ CO CO -f •^ IQ 'O CD CO o K-' f/.> --H O 01 CO t^ 00 CD 't' Oi --I 00 00 '^ >0 '^1. "^ —1 00 t^. <^^ o\ ^ '-' 10 00" o o 00 ^ CO CO Ci CO Ol CD I^ 05 CD 10 t^ CO 2 1^ CO 00 C5 CO 00 i-H CO 01 CO CO l^ Tt^ GO 'C 1^ «o CO ^ C5 CD 1- 1 00 1- 1 r-l ^ 1^ f 1^1 €0 O 10 CO -t CD 'f t-J Oi CO o o O O --t^ CO (M CO (M ^ CO Ol -H CO c6' 06 CO 00 rl4 o o o o o fl 0.2 be s^ 1^ CD 10 '?^ S ?= TT w O H 1^ >—* 01 CO -H 10 CO r^ CO oti o CM (M 01 01 Ol Ol Ol 01 01 CO bO p bt)' •^ I I I I 1^ CO 00 Ci 05 < < 00 Vi tn t/i V} m tn '^i <, < d h3 J 000 3 O I I o o ^ Ol CJCJ Co C; '-C !^ !^ ^ '^5 5 Ex Ex t^ bC .S c "bb c bp eo '+ 01 CD GO 00 '— ' 05 'O ^ CO CO t* 01 O) 1-4 CI CD ' — 1 00 01 1^ CO C5 CO C5 CO 10 c/.> €«■ 118 EXHIBIT in, SECTION S-A. CC LO 3 'M CO 'M ■M O c 2 C: ^ ro lO a 3 , ( ^ 1-H DC l> o I '^- I tH I €©■ iz: o 1-3 M Eh o U EH P H p; U 03 P4 ^ Eh CO o u M H >< < a S ij hJi S o O pc; « H (L| P M < H P4 > M O P4 < G 'M lO cc 00 .2 O CO C5 '*' ■^ (^ ,-H Ol CD p LC CO o O '^ Lt o '^ ^ 33" Q m CO GO CO . CD CO CD ro^ co' 1 — 1 m *^ o CD ■X >— 1 -2& o 00 CD Ol 00 "6 of '-t' LO 'm' CD CD to __ m-s o to : c o o t- t> 'X o CO o O 3 0X0 T— I O X CO ■— I r-l X 'Ol CO ^ 1—1 (M CD to to o o r^ to o to r- CO o r^ o 'ti O to CD CD Tti CO ■ — o ^ O '^ Ol Ol CD lO CD ,,.-« '^S^ r; 2 Ol 'a' ' c ^ ;-i 1 © o - ^ TO o 9 o S g 3 to o J_, 1-H ^^ -3X0 to boo ^ (2)^- - t» c^ O ■* CD ^ =2 C^ O Ol 1^ S to Oi • • ^' ^' Ol c^ <^ CD CO i-H CO '*' CD X :: 1 C S c/2 (Z) cS -3 >. c -:= 6 VI ^ .& •gZ^ Zj ^^ CO '— '0 !-4 cr Dh ^ H H m o 01 CD CD^ cd' o_ to' X 01 X CD 10^ cd" 01 OVERHEAD TROLLEY CONSTRUCTION. 119 ^ X c l-H < — Tt^ CO o LO C^l Ol ; e » lO rtH CC >c • 05 "■i C^l c CC C^l 00 Q 1—1 iO m O 00 • GO CO O 1 — 1 M P3 §■2 t^ rH 01 S 3 Ci '>^ O) E-i CO SI o V H 15 ^ ^ ^ o LO ^ 'M O O O C ) 00 o ^ GO LO lO O O OO (> 00 M Eh ■ ° 2 H ^S& 00 TfH CC 10 C^ ' p O t? ->^ 0) 00 Tt^ CC > CO (M TfH rt* ^ t^ CD -H CC (M GO 0" Eh CO o Eh ^ ;z; M "0 o M > < ST t^ o c 5 o o o o c !M O O- 1 o 1 (M "O C 5 H 1 — 1 l-H I— H O M PC u g ,:s c: O C 00 00 'y 5 [2 H ;^^'c5 1 — 1 r— < ^- 4^ ^H P o r' "> 1 5: »a 0) :: 5: ^ooc a; ^ c ? 5 M g m CO 'M ^ -g ^ 00c ^ H P ^ > O g 5^ p o -^ ,^ ^ S ^ Q ^ H C i n 'r>+^ -1- ^ l-H ^^ >- H 4^ jj ;z, oj c ^ br a^ M -"c ::2 -■ H U M Ph'^ c;' CQ H C o >-c o to o cc-cc CM 1 GO Eh •- o lO l^ C5 o cc o »c GO b4 cj ts *5 00 >o CO kO O CO t^ cc 1 '^ (M o cc t^ (M CM QC i-H cc ^ JH a t-- 1— 1 (M 1 — 1 '*' tH /^ cf r— 1 '* iz: ^ 1 ^ M ► • M , — tC 1 '^ CO o OC 00 o EH u C3 00 CO o to » M> cc i^ 1 1 — 1 tH , l' , ' 1 cc 2 M > M ^ m izi o M EH _ ^ t^ m c iC CO ^ CO °l& c cc CC o cc o c o o ^ cc cc > 1 l'^ O p; -t. *- a) -^ cc o CM c o cc c^ ^ 1 CO U O o c!Z (M, o^ cc 1 — 1 Ol 1 '"' (4 h ^cS im' cc ^ b-" H S 1— ( T-H 03 O ^ m ^ (K --^ O (M a Q >* H - s- ^ 1 — 1 "Ct ^ o - - Eh o c^ ($,'- ' O l-l c 5 ^ o o ?^ ^ •"* t— 1 O 1— 1 O V2 abor each lley rest 01 7 Eh O c o Tt^" CC 1 1 o C/J c" .2 ^ 2 \ M c < TfH b c: c a C^l "3 ^ ISI i 1 c t^ Cl ^ • c m 03 cc c ^yA-J < CO -to ^ g c O r>\ H _ J^ '^ >• iC K ' -^ o 05 lO M , , '^ ■""" U .5 .£■ 'o c ^ s 'o 'o c- © 1— t Ph H f^ A c» OVERHEAD TROLLEY COX STRVCTIOS . 121 lO iC lO TjH O "O C J) 3 _ _ S^ Oi CC iM to CO eo C lO O OO CO .2 CC 'O CO QO •| th -H lo CO I ,-H O lO • rt^ H CO o • o M a« M g- t^ T-H • c; (4 (M CO ■ to H M> m m 09 is ^5 O M O O '^ '^ 00 ZD M OS CO '-I O 00 t^ EH >< ^g& Tti CO o CO 00 O H o eZ Q o Tti O 'M (N t3 (4 CO Eh ^ CO H iZi O O H ^ O U !z; M ST O lO o o >* u (M O (M I— 1 hJ > c H? M O M © B ^ ^ ° J>^ CO 13 C o c ^ _o Si W ^^•^ "p < ij •d S +— o o a ^So o o T— * r^ c 1 ^~~' ci < O o "1 00 !2; 122 EXHIBIT III, SECTION S-A. (M tH X - ■< o ,- CO o: '^ 00 CO o LO o "S 0) iM _ O LO o lO to 0_3 CO 00 f «D T— 1 M C 00 00 rM (M o o ^ c '^ pa ^o o 1 — 1 O-l 00 O 00 "O CV Tfl M .S P4 03 00 t^ O CO lO t^ to in 00 H £ ^ CO 00 o Tj< 1— ( CO i> CO en , o. -o ^ CO Q Q trT c^' o' Itf ^ 1— ( ^ m S H (M ^ r^ >< TfH iO 15 O 1—1 o Sis •^ GO ^ > M> 00_^ 1— 1 o M c^'~ ^^ i>r M €^ m O o M EH M o Ol rfH O O (M O o o o CO CD T-i O 00 O (M o Eh M P4 ^ I& ,_l 00 •"rfl tC t^ ^ lO ^ O d m © GO Tfl s (M Ci (M ^ t^ t-- I— ( (4 Eh 15 O Eh o^ !>•' Tt^ C^l Tf< 00 CO" H iM CO CO a% ^ ;z; O ■N^ '■- ' i~o o 15 d LO e o hH Q C^5 o o\ Ol o o o o >o o 1 — 1 1—1 5>H h^ ^ ; '"' o o hI s — . -TfT , ^^ \ 'vi •^ o rG - "* O o _£ o --i rvi Gi i:;' CS cc ,-! S ' tf P4 il 00 S-, !M CO G ►5* r-i LO H M ^ T-H CO --^0-1 f> Oj Ol 3 M 00 !; 1 ^ o o o o ^ o \^ > < 1 O C 1 s ^ 2 m CO O-l CO ^H-* > b O 00 o lO ^ H 53 S o @. . o O -^ " c c ^ ^c r; S ' p - =*H O O ?2 £ S o H '•< C O °'^ u-^ ^ g 1— 1 o l-H o o 2 o oi (D M o3 i S ' : i O H^I 'o G m o c: follows 2 No. 21 minal O.S 53 CO 00 o o GO CO^Ci Labor Lightn Sectioi oa < CO O o o m a '^ 00 iM ^ r 03 CO -^ m O t-< 1^ !i ecial layout 3 No. 57, 1 N 1 No. 9, 1 ba CO ^ g. e4 ^ "o "3 S 'o S-i D" &, ^ H H C/) OVERHEAD TROLLEY CONSTRUCTION. 123 CO 00 CO 00 o CO "*« Ol o t^ Ol ^ CO (M CO M> "Si ■^ 0* o o 0) i^ 1^ m CO Ol CO O o CO o CO X t^ r~\ -^ O-l ^ O ci Ci <5 X & 03 <^ 0, l^ 1^ _ 2 ^1 ^1 O O CO CO >— I Ol — . a; "Z^ ^O '^ ^ O C^l !>. 00 »0 C^l (M >0 r-H CO Ol Ol O LO 00 o O (M ^ 00 i^O "M lO lO t^ CO 'M O lO O Ol o o a- o o o o lO o oooo ©^ ^ a; o C^ 00 S <^ 1 — ^ !>• 00 ir*) CO O lO I> CO (^j CO 00 <^ <^ o o • . t^ 1— I o o y, -^ ^ O 15 ?^+^ "tS ^-i ^:9 ^3 13 cr oi O CO 12; — 6 •Slz; 02 CO CO CO 00' 00 Oi CO ^ 124 EXHIBIT III, SECTION 3- A. c (M ^ cr o: c c o CD (M CD ^ cr CO C 00^ co' c- T-T c 3 CO '^ Ol "* c O C^I c 1 o ,c ^ i^ GO ^ o O O CO T- CO .5 "O t^ 1— Tt^ O-l cc I^ 00 CD "^^ ^ CO GO (D ^' cvT oo" Q ^ m H J-; ^ >o H 00 CD 'tl f^ g 3 P4 Ci >o lO tH ""cS lO 00 TjH 09 02 ;S Cv? "^, 00^ U (>f CO lo" H e^ m^ iz; o M !z; o O' 1^ O "O c o >< o iC CD CC O CD -- lO E-» Z M > TfH 00 IC cc c lO 00 (M t^ u CO jj a) y—i lO c- oc tc ■^ "O CC CO p 6§z 1—1 o cc CO o^ (4 M u i-H u:;" CN o' Eh M 'M CO m o ^ ^ iz; H --o O M d e o >o o o ^ c: f — ■ ^ ' — 1^ W (A EH £§ (M CC o ?j OJ 0^ o ^ c ^_'._ ^_-^_ c: o c iJ J ^ .rt C' r^ - O M c "S S CO -^ CO Tfl M r^ '" M lil fr C5 o Ci CI ^o <— t ^ ^ X cc IX) iX) "^ C^l t-, Eh b ?- K i^ ^~* 1 — 1 1 — 1 m Q < § ' — ^r- © o o c o OJ K 00 1 b o "1 1 o o o c d CO c- Pi3 H cc ^1 * > ^ ^ > O M in '►5 c c o _c o -C cj C s EH s KH ;- o a o eac olley rrest ( sill at, 's ^ — ^ Sh cs c c GO CO cr w o.S ^ o < CD 1 CD cc c<: 3''C C3 .rt Q. 00^ c oc c h^h:!:^ 0? ^ w~^ ,_ c; C c cc r .2 0) B o E ' o c ; — 1 H ti rx OVERHEAD TROLLEY CONSTRUCTION. 12.5 o -o o -t^ o T-H t^ Ol o ^j G 2 (X) >c rt^ , — 1 3 ^ ^ t^ i^ O Ol X CJ ff3 CO Cl Gq_ f>\ Ol ^'-^ 1— 1 H M M 2 o ^ X f-H ^ a '.2 Tfl O >— 4 CO ^^ H .5 >* tH (M M PL4 a£ o Eh U M Pi ^ H o 03 M M ■^ Eh i§ tJ hJ §2Z Cki ^ '^r'^ O H O CO Pi izi Cm O U a) o t3 a IH ss H > Hi <; hq < -3 O 15 f=^ P P-l Eh" M » S M P? g CO H Eh > O CO O 1—1 CO •—! lO co' of X LO X X >o (M O <-0 o o 3 "Tti lO CO t^ 05 O) IlO Ol Ol CD Oi o o 04 o o o ^ O to o o O rt^ O CO LO Ci LO LO CO 'M o o o C^l O LO -^ LO nil J .2 €^ oi : - "-* (§) a, o o o r^ o ^ Cj O lO p 1 b CO Ol mice 1 s 73 b X C5 LO ^- a, G &( o a o £ S O "^ tj ^|2 .--H ^ O o3 'o %i3 rt - - O 1-^ t^ tn to -k^ c3 C X t^ Oi (M ■■^-^ G '°f^'^ • c; o 'fi 1^ ?o O ~ cS 198'-11 l5, .6 1 No.5 2No. ; Labor Lightn Section -. o o CO - ' 3^^ CO ■ . 2 ^ §^^ C3 '^ , CO — . s -^ 6^ d CD Pi c3 ^r; '^ Trol Equ OJ CO )Zi c^ eo 00 CO CO LO^ co" CO o X "o 126 EXHIBIT III, SECTION 3-A. t^ o cc t^ CO ^ c t^ -t o TfH CO o TfH QC' .',-(" OS o" cC' c; CO o rM o CO c^i oo CO t-O '—I ^^ (M -M of 01 O CO iC o O "^ CO 01 lo 'O CO cx) oq '* ^ i-O 1> of !z; O M Eh (4 E-t iz; o o •J I-? o fii Eh Q » O >* Eh ■^ X 3 3 CO m 71 OJ O cz Eh O Eh M M s ST (Z3 QO CX) CD O Ol O lO t^ ^ o ^ o >c o (T) ^ o £? O o C O Ci o c; o o o-i O t^ O 00 lO "^ Ol 01 O C-.' O Ci O) O^l lO OI 2 o o M (U c-^ CI C5 >< K* -< is OD C/D Eh ?» W T— ( r-H P4 M g D op o § (» o ^ o CO pj (L, 5_^ w c Mix C I @ s &s ° HH O t— I -tJ (» O GO " ^ Ol ^ 1— I r— ^ ""^ CO Y CO O ' .2 ° '-5 in o o o O iq O O 00 ci 0^ M Cj O.S ?2 CO^ CO << O CO =4-1 <:£) d C CO |2; -^x ^ Ol '■$■ S o - :/; OVERHEAD TROLLEY CONSTRUCTION. 127 CO OO O o o t^ ^ '>\ Vj o t^ o to Q t^ i> r^ CI _ to 'S r-H CO =0 GO i^ 00 I> Pk 00 Ci Tfi t>. ^ cc '^ o £ «-0 '*! (M ^ to o a iM CO ij Q ^ ^ Eh M M (^ O 00 X El o 1^ cc M ti o CO Ol 01 o II m Ol Q S5 o M Eh < a 0) ^ '^^ s u z Q lO o o o c c >* H < fe5 (M O' CM O LO 1 — 1 1 — 1 c tJ 3 u o >4 — n^ o M c 1 i o to CO c - ^ Eh § Si *- "^ Ci a Oi "-^ > (Xj CD QC u B t> K 'Z > c o g fc = r"? '-I >i^- » h-^ ^^ H-H r^ [K c: u -^ a t3 •^ ''- ;z v rj fcn C- M > ^S 128 EXHIBIT III, SECTION S-A. 05 O OC »0 '-H CD Ol 00 OS CO Oi GO CO O ^^i O '-< --I C-l Tti CSl -—I 1-H (M 1— I 00 CO o €©■ g ,— I 'M i-O LO ^ O •J CO CO c^ 1— I 05 .2 ^ t^ T-H (M i-H C^ CD £ CO CO CO --H O a (M CO Q CD CO 'O GO H t^ CO • O M M lo 00 ■ F-H "—I CO ai E-i !2^ O ^^ T— 1 ro O Ol LO CO CM CM «0 GO O ^ M (M o 2 H 0? tfi M r^ GO CD C^l CO rfi s O O O LO Ol o P as^ "Ttl CO T-l (4 M n ^5 t— 1 ^ Eh ^^ €^ ^ o O O a, Q to >^ P 65 CM '+' O Tf^ O rfH ^ C^l lO Ol >0 O LO H M O m M ■'^i-^ c3 00 c« tH . ^ H ^ -S Q E-i '^ ©' ^ o M W _5 2 o 2 ^ ^1 CD o LO S .2 g 3 "* o ^ '-I J-; o ■ ■ o "P • - O s 1 r\ F^- ■+-' < i2 6^^^ ^'^ H -e ^HW OVERHEAD TROLLEY CONSTRUCTION. 129 lO CO "O x to Tt< tH '^i CO CO X o-i 1-1 t- CO Ol CO 'M '+I '^i 00 TtH CO t-^ Ol 00 a! « ~^^ >0 'M C4 fi;^ ci eo €^ €©■ a »o !>. C5 1^ lo «: 5 1 O .1 »0 GC O 00 -M CZ ) I lO --H X Ci CO Tfi Tt lO £ ^ Tt^ CO 'M i '-^ a CO ^ \ X Q ^ ^ H M M O -M 'M Pi O X X Eh Q. a> Ol lO l> 15 -t o Tt^ o C3 CO -* i^ a' o M H O O lO »o o c o O >0 ^ t-- lO c O --1 LO O X c~ ■^ ^ a) CO X 'ti '* lO P ar Q C3 O CO 1 — 1 « O co' tH Eh Eh ^ m CO Eh 1 IZi M 1 '■^^ o M o ^ u Eh p >it> _o CQ ^ C^ Thi O ^ O '^ ?-. Eh (M lO C^l lO «0 O •^ pj i-t o I-:] r^ ■* '^ o (M a "s t^ t^ r:; - - 0i Pj do !^ XX |Lh Q t =^000 H O o p^ Eh W M « 3 sis II EH 03 ^O^^l^ < "S -d 1 g 1 5 o a < 100 00'-1.990 1, .995n abor on t ightning i ectional ii lO . 2l »-! J (/2 3 -^3 &, o i; cr 130 EXHIBIT III, SECTION S-A. CO 1 — r ,— IC o % T-l o TfH 00 (M to IC CO CO OD !^ ^H id CO CO ca ^ 1-H CO oc 1—1 t^ CM o 00 c ^ 00 CO t^ O l>- 10 t^ 09 •^ O r^ c: O' CO o Tt- CO .3 -; Tf o Ol LC o ^ CO t^ P4 ffl 'M (N 00 iC' (M CO l-H o-i CO 0) 1— 1 OO '"' i-H CO H p co" f4 M o ^ '* o •M ^ LO M n2 00 CD 00 LO o tK> GC '-"l. O^ I— ( c^f H m m H o M 3 Oi t^ Ol O' LO lO cr. Eh o ■g ■^ '~'_ r^ CO CO ^ rt »— ' Eh O P Eh Q ?& CO T— 1 ^ b LO o o-i CO CO M a >-C T"-! o CO rv CO oa (M CO n 6 o t^'^ (m' o (M " l-H ^ ^ O o Eh CO o '^ Q fe5 c CO c^ O Ol C o lo S P3 4J - o 1 — 1 1 — 1 o c J tH r-" Eh o o s o J: 5 00 I— 1 00 1 o O) 2 ^ S O lO '— s CE CO >— I (N rtlrH b 00 '^ LO H M ;-( Sh ^ > O M Eh o ^ c^ ^ cj ©^ ^ CO o 1— ( c l-H o .2 o c o c; EH 'r- J. ^ O O d ^ >i r- '^ -^^ 03 _S H C<\ CO CO rH Ot}^ § ^ CO CO lO ^ CM K 0.2 S c 3 O E (M 1 b 1 '■^ CO ^ ^ l-H Labor Light 1 Sectio < o 1— ( ^, .s ^ !^^ 3 o ^' co' CO o5 o I— ( l-H c M c 1 >> CO CO !s >^ ^^ 2 en c o 3 .2 o o pL* H W 'X OVERHEAD TROLLKY COSHTRUCTION. 131 O M Eh O t^ Eh CO ^ O O |H hJ i4 O EH Q O 9)_3 Si's CO in .^H ,—1 c t^ CO -fi CO lO GC CO O lO O^ r-H lO CO cH eo 00 1 ^ Ci CD t^ ir c: c , ;o cr > CO '5 ST O S 00 Co'~'-h" w '— >C O CO c 'X -r CO "M (M o- CO Tt< iC Ol CO_^ 6 t^'^' ^ 1 — 1 1 Ol 1 ^ o Ol rT Ol o5 c: t^ 1 "o Ol ©a I— :w i-H ^ s g S3 o O^l CO X 00 »c iC JO (m' gc ?- CO lo^co^ co'io ,-1 rtl X ^- ,-1 TfH --H O-f c 6 c3 "^ o~ c 6 ^ '^ "73 Ol 6 'g ■. 'rr ^- c X ^'^ ci ►^ M . _C ^^ ^ C lo ■o^i^; ^ Ol t^ ^ x' t^' o o o O lO o O E M C.5 2 w z 132 EXHIBIT III, SECTION 3- A. lO O LO •<* o • CM ■ , 1-H 1> O o o • 1— ( g 2 (M O — g.5 TtH r^ o t^ • lO t^ coo TtH t»> 00 GO 1> o ^ H 1 — 1 H izi o M M M H '-H ,- CO O O CO T cz; (M CO GC ir^ c 1-H CM CM t>- u O T— 1 1 — 1 1 — 1 (4 O 00 ^ '^ t^ — o" H ^ I— ( o m o P4 5? u c Q ^ "^ <^ o O O o o CO S? CO (M CM CM O lO o EH M 1—1 1—1 1-^ M ^^ O .^ o c3 ® o o o o S 00 ^ ft' g C/3 o o o < a CD > O GO Ci O Eh 15 M iz: H iz; g Kind Iron 6 mi. Coppc i mi. Iron O o O O C3 « o o o o n trolley ( ig arresters 1 insulators CO lO Material Amount oles 238 rolley wire 25,133'-4.7 quipment No. 1, 2.38 Is -•'" ^ CO Labor o Liglitnii Sections a-" PhHH CO CO o CO o OVERHEAD TROLLEY CONSTRUCTION. 133 iz; O M Eh O C6 Eh 09 iZi o O Hi O Eh Q > O a?>- O o O ^^1 o o CO CO O t^ CC CO o CO o o o CO o 00 1 — 1 o O O 00 CO -f <0 ^ (M 00 00 (A- o CO O CI 1 — 1 r— ( CO O CO l> CO o o --< 1 — 1 CO CO 1— ( O CO oo o T— 1 lO *— ' o o o o o CO >o r-H rJH o lO o CO CO lO o CO CO O O (M »0 O lO '— I O-l O Ca CO CO lO .-H CO CO Q CO LO ^ O O >0 O LO ^ CO (M o1 r^ O o CM CM LO (M _2 -— CO CO '3 " ' _o; Oi Oi Xfl LO "^ 00 00 'S (M ^ T— 1 2 o »b o o C-3|0O 1 ft o CD o ^ P O 00 oi LO CO CO r-l-* t- m J_, ^ o ©^ - -Td o o ci f^ a 3 o" o o t— 1 O O o o O O o o ti-, -t-- -^^ 's ^ .-H- O h£_ O !h tn , H c3 C f1 tn rH W}*_, Ci CO LO o o 0.2 S- LO O 1 — 1 00 CO a a I— 1 1— 1 CO Tf< 1 1 .-H C^ CC o a b b ^ ^ ^ -5 'Hi) o Oi CJi T-H C^ '^ (— ( c3 .^ a < L0_^0-1_ d d d '*^ LO h-5 H^c» ^^^_^ 32 rt O S 1— 1 O o ^ U "^ >iOO !? S ^ t^ "a m s 1^ ■w - Oi 00 00 o M Eh O P H »a iz; o o h1 O H Q > O o a CO "5 ^ to GO CO CO CO o lu '00 o O '^ O ^ CM CO O to IN o o o to to o CO o o o o O O 00 O-J CO to 1— 1 CO to CO CO to o ;o t^ OS co^ of co" o O o o o 01 O to o C 1 a> CO CO CO > I 00 X 00 cS o OS I 3 C o o o to © O O o c; to o to O c oj O C ^ 0; M (33 00 '-H t^ O '+' ^ '^ "^ - oo ^ --< "M J^ s • • t^ o O !>•'—' CO TjH Gi . . CO J> o o c .S 3 H^ I-^ ■:» ,^ ^ f-^i— 1 K- a ^ ^ >^ ^ 6 03 ^ .S^ •2:z; O o "o o a-" ^ H W m OVERHEAD TROLLEY CONSTRUCTION. 135 'M t^ O Ol X) TfH t^ "O o O «D "ti r-H r.^ O O O o o • o CO 3 E X O lO ci CO X 2 O O T-H Tfl O LO Tfi lO ■^ r- CO X ^ iC o >o o CO 1^ X o H ^ ^ M M H X t^ i-O (M X l-H an S- lO >o 1— 1 M o c^ ' — 1 .— 1 CO H cc> lO o T— ( en 1-3 ^ »-H <: ^ S5 O M « o O CO lO c^ c: O CO rt- lO H ■g C^l C^l M TtH O lO X "^ o Eh M 3 3 ^ '-f --t^ >-0 lO !M CO t^ O t" ■x K S lO rr: Ol t^ t^ ^ ^ X E3 lO '"^ co' H ^ 02 ^ ^ M O > O a. »o o o o o o o o O j>5 Ol o Ol (M CM O lO o M ""^ i-H T— ( Hi o -; o o t^ o ^ o d X ci P3 M ;h ■^ > (4 ;_l u d)^' ^ O H » H X i-i CO >< Eh '5 Iron 2 mi. Coppe mi. Iron O o o O o o '■+3 iM o O ^1 as 11 trolley i ig arresters il insulators CO u Eh c o oi o lO CO C 5:; -c ^3 < i 1— 1 cc CO ^ 6 i? S ji CM il Bh 1^ 3 s ^1 3 cr' PkHH zn 136 EXHIBIT III. SECTION 3-A. cc ^ ^ OC O C: Tt^ Ol »C GC rt< X Ol ^^ ^_ cc r^' rc 9& o C5 00 o T-t (M I> CD T-i 1> O O ^ CO O O OC' C; *= o t^ cc o S ■ • ■ *t :: s CO t^ ^ m'k "IJ CO "—I X o eg lo O C: O O .. - ' c 00 ^ cc Q ^ ^ ^ ^ CC O ?! OC o X (M C O O CO lO cc O Tf^ CM (N c: cr. X IT: c X X a C^l ^1 1 — 1 1 — 1 "C ^ <^ :: - c f-H t "S (g' c; o o "^T ^ g ZT' O iC o lb ^ C^l d cc ci p Q ^1 o VIS P-d' — : (M ^' CM ©■ w CJ t» cj p ^ cc C .S 2 00 'J^ (^3 ,-H ^ _i UO . O ^ CM << c3 . '-T' "s .£P ; t-J i-! :^ O >. S -r: c c £|-||^^CM- c^i 10 _2 "o 5~i OVERHEAD TROLLEY CONSTRUCTION. 137 iz; O M Eh P f6 02 izj O o >* iJ Hi O E-i o » > O Cl -t^ o CO 1—1 o 00 O iC C5 C^l Tt^ 'M I^ 01 CO t^ O Cl t^ (M CO s 1 Oi OS c 00 1 eo 1 « t ^ Tt^ cc ■* C 1 '^5 ' 10 i^ 00 02 rfl — I r-H CO 1 TH 1 <^ fe5 C 1^ 00 t^ m^ COO 0-1 10 CO GO O-l 1^ c^ CO 'M 01 CO 10 05 CO o a; CO o o o Ol C O O CO O 00 o i-o r^ CO oi 01 ■— I CO CO 0000 CM O 10 O 00 o^ of (M s »o o -0 oc > 10 138 EXHIBIT III, SECTION S-A. O TJH t^ o 00 01 ^ 00 CO t^ 00 CO O CO CO 00 00 CO O Oi (SI CO 00 (M 00 o o >o o O O Ci CD GO r-l t^ t^ >o c/j o O CO o O O »0 (M to O M H P Eh M ;zi o o o Q O o o 00 o 00 ^ Tt^ LO o CO c. o O Ci CD o O O o o iO o -g O X Ol O C5 o CD 2^ Tfl 00 CO -t 3 3 1—1 'M r^ "J^ 00 to 00 o to l^ T-H 1-H oi o C Eh < 03 iz; o M > O o P^ l« O H M h? 5 Hi q Pi O Eh U Q s o S H M oi H M > P4 O 03 H H is M ^ !>^ H H Eh o CO 00 X o c^ Tt< (M C5 o c 4» 3 oi 00 00 C^) o §• X lO ^0 -fl C/ > rt^^ oo lO Ol >— ( Q n! o fe73 00 :!? >— ( to lO 00 00 CO »o lO LO O O Tt< o O lO lO o »o O X X re o ^ CO X o ro 05 O O X C: O lO o o "O O 1^ X 1^ O -H ^ "Q o (M X X CD CO X x^ x" o CO X '-hi Ci X X to C "5 fM 1h . ;— t ©& o - V. C-' -. ■"^H 5 . CO '^ t^ a£ lO CO (M 1-1 iJ ^ M M ^ 03 i!5 O CO o t^ o O 53 _^ CO >0 lO CO lO M < o P Eh CO !zi O O O n o £? CO (M CO 0-1 GO GO CO »-H • O O O O t^ O OJ O iC (M — I --< . g , i »0 IC LO !=l - S Cs O Ci O '-' fe'~'5 GO 00 CC s_ ^ o „ op o "i«q "O (§): CO C5 CO CO >n-^ . g ^ cS 'S lO rt ^ " t^ C 3 CO '^ ^ ' S ,• ^ 'i .^^ -o ^ O' OVERHEAD TROLLEY CONSTRUCTION. 141 Oi o oi t i> O GO to -fl - CO CO «? a a) Ci CO I> 1— I r^ O to Tt* Ttl ^ Tt^ 00 Tfi 05 o CO iM C o l>.^ >o^ r-H o' C^f 1 — 1 ef ^ •-H O t^ 00 t^ O O) to o- ) CO CO CO 05 00 o o i> CO o- 5 ■* ^ to t>- lO t^ o l-O O TtH CC ) o 2 C^ to Oi ?M T^ CO fM -^ o^ o CO__ P^ 1 — 1 !m' co" ^ «^ o M p;' Q o o o C3 '^ O O O l^ 1 c^ o '^ (M 1— 1 CO 00 o to t^ tc 00 Eh M 2H& rH "—I CO oi rtH to CO GO '— ^ O o ^■g lO 0) e O < Q ■Tj 3 O O l-H o -— ^ fH M H S? CO r^ -M C^l (M o to cr &H pel ^a :» Hi Hi O (4 Q M S 1 « lO lO to .s o S O C5 GO CO 00 13 to (M tn H o F» m 1 — 1 1 — 1 1— ( o ^ P fn ^ ' — " — -l-i CO o o c <1 M M o p^ o o «loo O to C: K M o o 1-H Ol 1 p O 00 c~ to > Pi H M > 'f CO rtl-* > 3 o o •3 a 3 o o 3 o o .2 3 each ley esters 03 p— ( o '^ c3 1— » j_, ^ >* EH 14 GO (M 'a r : •z O hJ O ;-< O! 00 t^ '^ O CO o -*' O iM (M O Tti CO I-H CO O .. 00 c.S 23 fM a 3 o g O-l CO to to o ^ r-t 00 1^ r-H 2, 1.2 3,1.7 4, 1.0 CO . abor ightn ectior < o 00^ 6 d 6 o' "^ 00 M h-i 72 ._^ >— ' 00 CO !M ^^^!2; CO O ^^ o -(-3 O '-H .1 M ^ a 1^ w S "o 'p O' a-^ ^ H a ZD 142 EXHIBIT III. SECTION S-A. c s' I"— O' ■^ CC C O (M t^ C ^ C: CC CO CO 00 O CO O Tt< t^ 00 CO cr. X ^ O O (M o O --H Ci (M O OC O "M CS| O i-H -— I GO o co^ (N iz; o M Eh o p Eh CO iz; O o •J o (4 Eh Q < » > O 0,= CO 'Tj^ o o CO ^ " CO LO ^ «0 »0 lO a ^ K I> t^ o^ X M s^ ^ Tt^ p; w> m w. ■ — '' H 1-H 'M M 1 ^ M fc o o r^' ^^ Tt O O -1^ f^ 'O M to O CO X O O LO 'C >-0 X CO -* X fH gcZ >^ >o CT. CC ^ Ol CO Ol c^ X Eh '-'o (^ , '^l ccc Ol 1 — 1 1 — 1 x__ Eh U ■^ ' ^'' r—i y—t 03 M ^ ^ T-H sz; PJ ^ "-O H ^ lo ^— . ^— * -— ^ *— ^ '— e o CO Eh H > 0) CN o" oi 5 Lo c 5> 1^ O S r: P, r o t J. 1 £ 2^ S^ So iz; ^C c o ? 7^ y c "^ >..-£; -^ w HH ^ 1— 6 h^ O cp C3 - ? t ^. Oi Oi X c ) ^ =3 C C.5 1 ^ CO CO 1— 1 r— 1 ' i^ :z 3 o S -- ' 1 o -| ^ - -2 b£ r < (M C f^ a 14-1 CC c ^ !s >>? r^ ^ J c 9 CC — .£ ^ ^ o - o ^ s "c S E ^ ^ -- CN Ph Hht X 144 EXHIBIT III, SECTION 3-A. t^ O CO O O --I ■^ CO o O CD 00 "^^ OO 00 o 00 ^ l^ o o o CO 05 Q ^' CO o o CO o o ^ t^ rt< 00 CO o O 00 CO o O O Ol t— O !M CO CO lO CO Ci o T— I 1— I Ol CO oo__ o M H o p Eh 09 iz; O o O H Q (^ > O H O H M |3 !z: > » H P3 O H iz: M o EH M M C3^ Ok? o a'z, ^5 ^"i o CO O O CO rt< O i-H GO O CO GO o o Ttl C5 'xfl o GO 00 o CO CO O CO 00 LO CO o o CO O O (M CO C5 o O O '^ I> o c-i CM CO lO CO o o o o o o (N O to O lO ^ o - :: &, (§) o o o O to o w OJ O 00 Ci > to ©: : CO O C5 00 OO OVERHEAD TROLLEY (:0\ STRIJCTION . 145 ^ Tt< a o S^ o O' C3 o r-~> lO o CO r-T _o O LT 1 '~* 2 C5 .- '~I "S CO C£ 1 o 0. 0) O C^ 1 '^ t^ 1 t^ Q 00 o 1 ^ 00 o a o C3 3 CO j r^^ bl3 uo 1 io !»> 1 "M 1 ^ ;z; M O iC 1 '-'^ o M ^ ■^ >— 1 >0 M o Eh :s^ rt^ CC 1 O U m o CO cc 1 O P Q (M^ 1 '^'• ti P^ o C^f C^" E-t €^ 1 ^ a E-i a O >< 0) o CO v3 CO w a ij Q o 00 § 03 M H o o o 1^ -= - ^ o a t^ O § d ;h § lO 03 < ^ @ i:^ >. "T^ O) 1 i-*^ o +j Sh X -(J n d O 1 « 02 o a 1 -^^ H S O 03 *^ ;:^ J ;^ 146 EXHIBIT III, S.ECTION 3-A. o c CO CO CO CO O lO -rt< t^ O "^ Ol '^' O (X -* Ci CO o CO r-* o CO CO 55 O M E-i O P 03 iz; o o !>* »J »:i O Pij H Q » PS > O lis

— ' iM CO ^a CM S CO t^ - CO (M ^^ »0 lO ko' oT hS CO O (M CO Ol O to (M O to CO '+' 01 CO C5 CO to O o O t^ t^ o O O -*l TtH to 01 00 01 (M O CO t^ CO ^ o CO o CO iM t^ to t^ o o lO t+^ o o o o o o o o to o O GO o to @: >.- O t^ to o o CO 00 O^ CO 'ai .— 1 CO -— 1 Co' Tt^' to' c5 CO CO o O dJ cu « O S tn O O O GO M CO c -r c c "o OVERHEAD TROLLEY CONSTRUCTION. 147 Eh ^ CO 5 Ol H %2. CO t^ Ol IC ^ --. Ci od £►'* i> (M (M lO 00 CO 1— 1 CO £> ^^ o_ ^l '— ' •—1 iH te cT oi ,— t co" g m fe ^ ^ _c CC 00 to CO CC O O --H CC Ol >4 d i> o Ci X ^H c O iM CC CO '3 cc Tt< ^ CO lO O CO C5 c to Ci (M o t-H '^ Tt 'M t-H Tt o ST CN ^, '^ CO •M X, C c^ I— 1 to" xn ^ €^ O o CO X H '^l ■* X M a« M ^2 CO O^l X P^ Sri CO Ol to H m> •^^ o '* to im' r^ H ^ y^ M iz; > < ^ 3 CO c: _ C O O-l (X ■> c^ o M _^ rT o '^ Ol ^ O O TtH CC 5, d 1— 1 tA « Eh "S^ t^ • lO (M CO rv o 01 CO '^t H '^ t3 =■ C^Z o- ■ 00 rt^^ LO A CI Ol c; (« P^ o c of co" ^ x" EH 03 O h i-H 1—* M z; 57 ^ 1 '^ O M > < G C : o 3 ,^ - ^ ; o o c ^ >* £5 (J D CO Ol O 1 05 O iC C c^ » o Hi M a 1 £ ^ to g»S^ CC (^ Ol ^ H V '£ ^ o z z Q ^—s (§) 0-> » CO O' X c to ■5 > M -^ c^ @u . O EH 09 w c S 3 o o * 1— t o t-H +^ O o 53 C> !» ^ Eh ^ — '^ — ^ M M -^ ■ •^1 M >• E4 "2 •Jl o >-i 3 1 X d "o 3- ?< CO to 14S EXHIBIT III, SECTION 3-A. Oi lO ^ 05 o t^ ■^ 1— 1 O as CO o 1 — 1 t-; c 2 1> (M 1 — 1 Tt o CM t>^ "•§ O CO TfH CO Tf tH 1— 1 CO r—H a LO GO o O LO t-^ c o ^o o ■^ Tfl CO O »0 '-H CC 00 .2 "^ lO lO GO O to to § &S t^ 05 t^ i'S t^ CO 1— 1 03 S> 1— 1 (M TtH ^ €^ ^' M o is o o 01 o- > O lO ^ c o Eh ^ 'M utl "* c- O >0 CO cc CO > 5s^ r— 1 l:^ t^ 05 O lO ■* '* CO o -g-M a> O o t^ Tt •O CM o Qi EH o a'^ «o^ 'J^ 1—1 CO H H O o o 1 — 1 cm" V2 M ^ m m M o P4 1 r-«j H 03 Q o o c > o o o c U 03 h4 !i§ CO '3 0-1 (N o O-l o ^ c 1 1 T— o < ..-H o r;3 - X » o |il CD CM ^ 1 i-H 02 ^ < / — ^ — • © o o c > O GO O- to o H CO CO tHI-H o iz; !z; >< 3 o t— 1 o O hH o O m O C a 5 O ) o each .lley resters iilntnrs ' ^ H Sz; (— ' ^ - :: O _ h-^ d GO ^ IM Oi O.S ? 03 -^ lO t-^ rt^ tN GO t/ 3 3 CO O CO T-H p o|J O 1* l' c > cb b i-Tco' ' CO -i^^l < a> o ^'co' d 6 h^H^la 1 -to s ^"f^ 1^^ [5 s , , o CO o '3 a S "p %i a" & r-H Eh ^ 5 y i OVERHEAD TROLLEY CONHTRVVTION . 149 CO lO c: T-( (M Ol I> 'O 'M »0 t^ CT. O o to o o CO 00 eo '* iM 00 '^ ^ O rti 1— I CO ■^ >0 (>J C' lO O <>! o ■* io CO lO 00 (M r-H CO CO CO o M u p Eh 09 iz; O h1 O Eh Q O tl CO ic CO 00 mr O t^ 00 O O lO CO -. +^ -!-■ o a? cS P Si cc _0 "T" -^ 150 EXHIBIT III, SECTION S-A. O M Eh O P H CO iz; o •J o H Q O Ca -M OC CO O 05 c; CO Tt< CO o t^ s o r-H O t^ '-H o 0-1 ^■§ CO CD t^ CO O a;i eg t^ Ol 1-H (N £^ ^ (JO ^ t^ ^ O' lO --H ir •< ^ S c^occ CO ocst^t^ Ttl '5 t^t^rti LO O'-hC^I'^ 5 '* ;. ^ t^ TJH ,-H lO CO Tt^ a. C-1 1-H lO Q m CO £. 0) Tj< O o ca 3 Ci o o o ^ O CO r^ CC^ CO O' O iC ^_^ O lO CO ^ ^ °l^ o-i CO ex t^ o o -^ I> to ■Jli-g « Ci t^ — cc O '-I lO ic 00 o" cZ t^ CO 'M 1> lO CO o M u o.p O TfH (M (M o_ w' ^ of iCM ?: S c« . ^ O 02 ^.1^ S^ O '3 o 2 & p-l OVERHEAD TROLLEY COXSTRUCTION. lol C^l o o >x t^ o CO -* CO -M Ci o CO -* Oi iM CX) O Ol O O a » . ■ :a> iz; 2 O O O >0 00 o 'M tM to (M t^ O H CO 'tl TfH o-i CO '^ O sZ; t^ GO to Ol g ^.? CO CO rH M o ""' ^ H < M P3 ;z; H O M o 1^ a o o o o IH Q (N O lO o r-H 1 — 1 H O ^ K< fl S-i (g):: . O g o a, ?^ 2 3 S o O ^ 03 C ^H CO ^ 03 CU ^ M'^ C> S 3 PhHH 152 EXHIBIT III, SECTION 3-A. CO c; CO c CO o o l-l H o p Eh o ^ o O O J> OO O O "M C^l O O O O '^i O (M CO CO lO — I CO Ol O O CO Ol '^ C O (M -^ "■S>: O O 00 ° C^ CX) CO -— t ^ o ^ ^ ^ D3 < Sz; P4 O t^ d. ex o M Q C3 1^ t "C"- h] »J O < tf a> H CO Q CQ (D o -9 'rn CO H s OS i£| > O — '~; O lO O: CO CO T— I O-l — I o o o o o CM (M O >0 O o o o r72 »o C Ol ^ 1 «^ c (S^J o o r, , > lO ^ ^ o o IS- o ^4-1 o c; o -^ .^ ,. o c >. c ^'^:=: c o C C 03 fi 00 CO -5 yj o c . o r': ^ ^ S '^ r^ c c«^'.& •^-^^ -1 2 & ChHK X OVERHEAD TROLLEY CONSTRUCTION. 15a t^ l^ lO t^ oo o -^ »0 lO O CX) GO CO c^i o o ■^ O (M CC lO O >— I ^ O -M CO d CO 00 o o ^ o O O 'Tfi O lO r>. r-( rn iz; o M Eh o PI? El U2 iz; o o o Eh Q < > o r-i 00 GO «-0 lO 00 O O ^ (>J t^ CO o o o (M '-fi O lO — I r-l £5 o O O O LO O O 00 o »0 I>- (M CC 01 lO O o o o o o (M OJ (M * •^ O H Q O a X -^ o CO o «^ ) 00 .S *C O) t^ Tt 1— 1 £ Tt< to (M Q. T-H t- 00 CO T— ( O lO cc 1—1 !l^ (M i-H IC o CO CO (M 00 t^ ^ 1> 00 •^ o CO ^ 00 M '^ ^ ^ u < P^ H M a h4 O Q c ^ Q 00 o o ^ CO o O • S rt r5 q; >> a -S _&, CO __o 3 "o cr PMHW OVERHEAD TROLLEY CONSTRUCTION. 155 iz; O n H O P PlJ Eh O O 5« •J O t^ H Q O 0.1 O C OQ Oi i> cc OS r^j ^ T ■^ CO ->c C£> (^^ a o 00 00 M 1 5£ C^l 00 oc 1 Ci a *2 CO CO C 1 o (U Ci CO c 1 "^1 a 00 CO 1 CO V •^ o 1 Tt^ 9-2 rtl t^ 1 '"'■ S3 ~ C0> ^ O 1 r>} lO CO "^ CO '~' m 1 ^ 3 X O o -^ rvi ic -— 1 O^ 52. O Tt^ rt r^ "to"S "^ CO C5 iC 1 00 O C^ O 'M^ '^ 1 i>._^ <• ^ o 1 ^ Pj H 1 "e Ha pq Q rT ) P 5? o Q ^00 o -'- CO CO •-: CO CO ■^ c m >> a a> & X 'o 3 Oh HH 156 EXHIBIT III, SECTION 3- A. CO GO O CD 00 CO «D tH 00 b- 00 to CO o IC to n£ ri 3 ,_, 1— 1 C»> c ■<* tC c: .^ to OC CO o t^ cc mmLi; t^ 1> ^ o cZ i-H (M O o ^ ^ Ui o u ««! « 1 Eh a 0) Q c g J:^; O •r c CO ^ .S^ OVERHEAD TROLLEY CONSTRUCTION. 157 0*5 ^ o M !5 O P ,^ -1. TV'' H -' 09 H Sz; en O S5 a o O o fH m ^ u o 1-1 p iJ o o p^ tf H Eh o j; Q rj <3 CO 03 U «»! S 0^ (Hi sa > _ o = t-- i f5 p O CO 1^ CO LO ^ •M »o CO CO o '-^''M ^ r— 1 1^ s oc 1 t^ .— 1 1— 1 LO -t^ .-H T— 1 CC X tco CO 1 '^ ^ 1 oi" 1 1 CI • i% -" ^ ■X IT 5 '^ . c / 1 '— ' ' 1 ^ 1,550 444 18,256 — -r; ^ 5 1© O ?2 Ji to < 3 CO - O o 3 o ^ ^ <^ ,^ ^Hf=^ 1-^ ^ ' , "^5 O 'jj CI Jl? ("I ;; d M ;> ai j; /^ %^ ^ , G -tl O '""' 1— 1 ci ^ iC » d «^ M -S CO ^ lO o - >.TJH rf LO '— • -::: d •gZ O ^M Tj 158 EXHIBIT III, SECTION 3- A. •JU30 J30 to t^ 00 JB3X J8^ LO i-H i>; i>I GO CO CO '^ t^ Ci oo (M Ol LO LO rfi i— I Ci 1— I LO C5 o o to fC 0-1 00 LO Xj CD * CO O '^ CO Oi O --H GO rJH t>- 'M CM (M Tf^ -Tj 53 . , ^ ■ -! M ,-r^ ■r, 7. C<) > < tn O w < 1 CO 1 Oi 1 r -^ ^ 'J w r^ '-^ w ci C3 !w r^ ^' ' o OS ^ Go w <; < 'X X 00 lO '^ CM ^, c^f ^^ CO d oi GO LO '^ C^l of LO 00 r^ O O O ^^' 1 LO —1 Oi 0-1 GO C^l '-H GO (X) CO CI t^ 00 X ¥^ 00 t^ LO ^ o CO CM C^l CO O-l lO o X to 5^ to i-H C5 t^ GO CM Tti 00 GO O CO r-H CM t^ 00 ^ CO 00 C5 GO 05 00- CO O GO Ttl O 05 CO C-1 CO ^^ 1— 1 o C^l to to I^ C^l T-H LO O ^ CO o O' o o C^l ,-H ^ (M to O X X CO c CO CO Ol ^ Ot CO CO Ol ^ CM CM CO O t- 'f o r^ c^J Q ;l < S? ^1 ,^ 9 S ^co9'. CO A K <: zn m : : XII mzrj'ji'jy to CO LO CD CM '^ CO CM X CO CO CO X CO x^ CO C5 1^ (m' ,-; CD CM CD 0-1 Oi t^ C^l CM X T— 1 ^ ^ ^^^ LO CO o to r-^ ^ CO C' I— 1 CO CO 'ti X 1 — 1 to CO 1 — 1 C^l 00 to CD t-^ X CO X to CO O --1 CD X^ ^ xfc 1 — 1 cm' to GO to CO CM Tti CD CM X CO CO CO o l^^ CO oi t>^ C^l i-I CO CM CD Ol Ci t^ Ol CM l-H X T— 1 ^ cm' ^ CO to 0-1 CM O Ci o t^ CM CD CO CO CO to i>I oi ci 00 to CD '^ t^ CD CO_^ Tfi CM GO O co" m O CM CM CM o to CO CO X to X CO '-H CM 0-1 to C^l l-H CO to -^ o o o o o 1 — 1 CM CM CM CO o X X t^ X 01 ,-H CO .-H to T— I Ol r-H T-H ,-H Ol T-H CM ■■ to fe CM to > -^ O -^ ^ ^ <; X X o to W CO O 1— I • ^--^^ 01 ^ Ol '. < 5 ,-H t^ O-l g CO --tl CO X! 7= otr'^' J2 C> CM <, CO CM OVERHEAD TROLLEY COS STRUCTIOS' . 159 H OQ Eh P H Hi >A O c< H }U90 J9,I uoiiwi09JdaQ ui ; ; CC : : ; uoiiOToajdSQ mji X UIUIUjUjOjUI ' 1U30 J9^ ^' O CO CO 00 - CD m 5 ^ ci GO CO O '^ t^ T^H Ci --I t^ O T-H Tt< .— 1 '^^ (M CD rt^^ 0_ m 'aoiAjag 1—1 ,—1 noi^i;ioaadaQ 'ajI'J 9SEJ3AV it9]I0JJ, QZIg s9inmK[ 'XBMPB9JJ tnnnnxBH S9innii^; ':tBAipB9J^ ranra]nii\[ OJ :/i X ! OO CD CD CO CO »0 i^ > O g CO CD oi c^i Ol 01 c^i o CD CO (M o r^ Lo r— I CO ^ LO 1 — I ' — I ^ CO -* CD CO 0-1 CJ O CD O O O O O O (M C^ (M (M (M C^l o l>- CO o CO o lo CO o CO 2 ^ r^i ^ T-i ^ rJH ^ O CD Ol C: a; -* CD CD rM i-H (M 'M Ol o CD CO Tl^ O O Ol ^ (M CD rfi O "^ ^c/2<: CO § ^ I Q :;i - CO CO c^ CO lO CO 00 CO Tfl id co' X CO O' X C; oi -f CD X C^l g s of CO CO CO CD »0 CD X CO '^ co' of of o ^ CD l^ CO t^ 00 CD ci T-H CD X (M CD X >-o o ■* CO '-' CO t^ o o C^ ^'^ O-l '^ CO t^ X C: X Oi^ X K < '-*-' ',4^ < < c^ O- > ■sO < P- ^ IZ n < z r^ CT- Tt^ CD Q <; 160 EXHIBIT III, SECTION 3-A. 1U80 jaj ; ; :/2 ; 05 Unt1BI03jd9Q t^ a3EJ8Ay Ci CC' ^ -* z/i'Ji:fi'Jim 0000000' nonBiaajdag 'M to »o C5 a: ■ jiiao aaj 00 05 CO ^ 00 iM 1 — 1 01 ci r^ c^i i-H '-H t^ CO 00 10 T)H 10 C5 ^ O' t^ 00 ci GO 00 00 ■g a 06 oi d oi ■-H Tt^ ci r~-^ CO d T-i t-h' »d T-H CO CO 0-i p-i Oi 1^ rfi CO ^ 00 05 »0 GO CM 00 00 O' c: LO £;S c» 'M »0 CO --H O-l ■y — 1 --H 01 C^l Ch"^ 1 — 1 ^ ^ m m ^» s r^ 01 t^ CO 00 ^ ^ C^l GO 00 to o) 01 1^ .0 (N CO CO 00 1— 1 CO t^ lo t^ CO c^i c:> ■— t t^ t^ i>^ ■g co' oi 1>^ GO «d d CO CO CO '^ 1— I ^ to CO CO ^ s 10 TtH CO '^ LO t^ c: CO CO Ol i^ CO CO r^i CO r^ c. C\ Tfl .— 1 00 CO ^ Q ^ ^ ¥= y^ 3 GO 00 ■* 05 —1 00 01 1— 1 f>\ c - t^ -^ i— 1 i-H t^ C3 o 00 10 -^ 10 05 . ■^ -- GO CM GO 00 00 0, (M CO id 1— I -^ ci t"^ CO d ^ t^ «d d CO CO oi 00 t^ 00 T^ 00 to GO GO '-H 10 __ Tfi CO r-i 01 T-^^ i— 1 C^ Ol - ... ,— T 1 — 1 v=> ^a ^ ^ 1 lO "^ CO --H T^l Tf a Ol CO CO T^i f^ CO C\ to CO t^ C-1 '^ 1 — 1 I^ t^ ■ to to CO "^i 00 y- CO Tt^ d r*H d ,— (' oi rt CO I^ t^ t^ '^i Eh 1 10 '^^i 00 Ci t^ 00 CO 00 1 — 1 t^ to '^ 01 10 10 CM H "—I CO 0^^ ^ --1 0^ .— 1 CO >- t^^,-H ,-H ^ H rs T_r c^'~ 1 — 1 » fe §*& ^ ^ D9 SJB3A 3 C: Ci CO (M — ' <—! >— 1 sa^nuij^ 'At!A\pi;aH tnnraixBj^ -M oi 01 ^ CO to to CO to to to 10 01 ^- t^ ^ ^ -xt^ CO O^J 01 t^ C^l t^ CO r- '^ CO t^ ■^ I^ Tf '^i sajnuij^ •XBAYpuaH c CO »o 10 -^ t^ iO to iC T-H t^ uintnimw ' — 1 (N (N (N --1 1 — 1 ^ "^ 1 — '* CM Tfi CM (> CD , — (M S oc 10 c ^ i-H (M 00 CO O] Tf CO -* rs s (M CO ^ c >0 lO 'iti ^ CO Tfl CO CO '* Tt^ C^J CC O-l ^ T^ ^ :/3 :: 5 • • ■ ci ! ! '-3; ffi < Jl ;ri . • o m ^ cc ~ 'i^-z t- CO QJ ^' ^ W >^ CM ^ rd-49th . th-61st . st-63rd . rd-Vince m < CO S3 -t^ §1 a: a: -< c r AND C. R. diana- atc-W allacc- cc t 1 a oc y CO t-H ►^ CC'^ W -< • ^^ 00 to CM d OVERHEAD TROLLEY CONSTRUCTION. ?U33 J3J Ci • to UOI^BIDBJClOQ CUM "M aSBJ3AV X o'o' '/J '/j X X X X X X uoiitjioaaclofi o -* CO !M ' •JUOQ JOJ S X Ol 3 (M ^ CO o o X 1^ ^H o o t^ o CO l^ lO iM t^ Ol CO q X • ' — 1 O X to f — o ^ ^ 3 CO ^ •*■ LO X' CO ,x oi 3 T-^ LO oi CO m ^ - — ■ z^ CO 1^ t^ iM C5 C^ CO CO ^ •V l>- 1^ T-H lO •o §'5 7—i O o ^^co Ci Ol rrs "0> T-H 1^ 'O CO 01 X ci:i> 1— ( ^ 1— T «— i' im' €4- ^ ^ m ^ ^ €^ ^ v:- ¥^ ^ ^ »0 GC CO 1 — 1 X CO TJH c: '+' CO CO 1^ 'O o: CO c: LO J O CO CO '^ O CJ (M t^ ^^ X --H t^ Ci b^ (M C^I CO 1-H r-H CO C^l (M T^l l^ -M CO -* --1 LO ^ ^ ^ ^ ^ m ^ €^ I — 1 ©& e^ o t^ -^ 1— ( ,^ OI I^ Ci Ci Ci X I^ , 1 3 O t^ CO CO "rt •O 01 CO IX CO l>- q ■M CO CO X ^^ ■— ; c:; X lO -f< > T-H CO '^^ J^ lO ^ f^ 1-6 GO CO id oi c~ t-h" id oi CO c GO CO '^ F^ CTS CO LO C5 CO CO •^ t^ l^ rt LO •>o t^ 00 o t^ ^, C^ Ol CO CO ^ i^ LO w Ol X en ,-h' ,_r r_(' T-H ^ ^ ^ m^ ^ ^ ^ ^ ^ €^ Ci o LO _l o t^ b- X CO T 1 CO X CO ct CO lo X ^ O l^ l- T-H CO q CO X q »o (M t^ LO X ?M l^ q ^ CO ^ 1 — 1 ^ LO CO ^ LO LO T 1 •^ r^ o^i X -Y- ^' Ld CO o Tt^ CO CO CO -M Ci CO CO CO T-H t^ LO CO CO CO o T-H CO '^ CO_^ CO c; CO__ ^ LO CI q C5 q '^ r}^__ O 1 1 — 1 f_^ T— 1 r-H co" 1 T-H of *-H ^H m ^ ^ ©a ^ se ^ ^ e^ ^ Z/2 'aoiAjag o o 01 O -M o o --; 'M '+' O Ol Ol h^ ^ r-H ^ '"' T-H r-H '-^ ^^ T 1 T-H T-H ^H M < »o EH Q JC8\ JOJ t^ TtH lO CO iM O' o r-H o o -t< -f 3 iKJUBioajd.iQ Ol T-H T-H T-H Ol Ol 1 — 1 T-H T-H }U30 jaj '■Hn 9Scj3a'y -* CO O CO to rt ^ cr- LO LO I^ t^ o O o o o O O o o 3 o o o o^ Aonojx azig -—I 'M T-H --H C^ ,-H -M ^ ^ I — 1 r-H r-H Ol H S3}nnij\[ GO ^ ^ • O lO c: ^. ^. - 'ABAipniH LO LO ^|« .H|« C5 ^ o ■* 'O r^ t-- r^ uimnixBK CO CO CO CO CO '"' S9}nu]j\[ o o CO o o o q -* t^ o -ti o o 'XBA\pB3H '^1 !M o o 'M Ol oco X < a > bjj p CH Lh Jh -/-I ^ i» X 7- X X H CO T-H »0 X O Ol CO CO CO CO 162 EXHIBIT III, SECTION S-A. laaO -isj r-H CO uoriutoajcIaQ 33BJ3AV ia2 O lO 00:/: znmrji'Sd O O Oi t^ o uo!^T;ia3JCi3Q TJH ^ CO CM ^ ■ ^liao J3J t^ CO CO CO ^ CO CO CM oi c; 00 t^ '^ o ^ CO O lO (M CM t^ LO 0| OC Ol C^l CO p 00 S " ci r-H* (M O ci t^ LO t^ I^ ^ CD CO d TtH «■« 1—1 lO iO ^ ^ O --1 '-t^ CO t^ 01 o c^ C^l £> lO (M O >— 1 Ol LO t^ '— 1 CO '-^ ■* '— 1 »o_^ €/r •y^ 1 — 1 Ol ^ T-H c o c: O LO I>- CO "'— 1 I^ CO »-H C5 CI '^ Oi .2 C5 !>; lO i ci CO '^ o^i d lO CO CO ci T-H lO ci 0^ CO t^ ^ GC' O LO CO c^i .— 1 c/j lo CO 1-H ^ i—\ t^ CM CO CO^ C^l Tt^ p €/=> €^ ^ s^ ^ 3 t^ lo CO CO --H CO CO '^ C: Ol GO .— 1 00 00 ^Jt CO 00 lO C^l 0-1 I>- LO ^ O Ol C^l t^ C^l ■* C. ci t^ (N ci ci t^ LO CO t--^ d CO !>; CO t^ g 1 — 1 o lO ,— ( 1— 1 C5 '— 1 ^^ CTj CO Ol CD CM Tl^ o -* ; i— ; CO ^ 00 CO oc CM . -^ (N TfH ,_h' i>i CO ci >o CO 'rt' d LO t>.i LO ^ t< rS CO 00 CO C^) O O CO 1-H CO C: --1 LO '-H Tt< H o CO ^ I>._^(N Tt^ OO ^, ^ 00 01 rjH O] Ci^ H ?/3 x/^ ^ 'Tt^' 1-H S ^ €^ m OS sjt:9^ 1 — 1 1 — 1 ! 1 1 — 1 1 — ^ i-H 1— 1 O O C' o o h3 5 'aoiAjag 1 — 1 1— I 1— 1 1 — ^ 1 — ^ 1— 1 1 — 1 1— 1 1 — 11 — 1 1 — 11 — 1 CO t^ H jraX J8J f 1.« C^JIC^ MIM ■ H UOHl!I0ajd3Q ■ tU90 J3J o '*' CO CO CO LO LO '^ CO CO CM '^^ Q ""^ CO T-< 1— 1 CM (M 1 — 1 tH » BJIW^ o CO CO CO CO rfi tH LO l^ O t^ lO EH 'OJT^ oSi?.io Ay T— 1 (M CM T-t CO CM o o o O' O O' o o o o o o Aaiiojx ozig ^^ ■^^-^ ""-^^^^^""^^^'^^ ^~~~-, '~"\ ~~~^ ^""-^ "~~-^ ■—I T— 1 o i> CO LO i>- uiniuixuj^ (M Ol ^ CI ^ S3}nur}^ c O (M ^ tJ^ "^ ^ O O CO o o 'AU/ttp-oapi CC TfH \ — 1 CM CM CM C^l LO O Ol LO o ■—1 7—1^^ 1-H 1-H ut CM 00 S C: C' O O t^ CO C^l 00 O O CO o i C o o O -rt^ -^ lO Tfi CO "O O "O (M 1 — 1 TjH ^ CM CM 1-H ■ • S o • t- 1 — ^ tn 1 o "oi . R.- t worth, of Cente orth-Ha d-Weste ndiana . 1-Wood , Indiana It e wart . e-Halstc £ l/: I. C. R Wen North ' Wentw Ashlan -^ ^ ^ ^^^ i2 2 ^j 3^ W 6 ^ ^ C^ l^ 1-H ■^ ■^ »o OVERHEAD TROLLEY CONSTRUCTION. 163 UO!?BI09jd9Q 8SCJ9AV uoi^BioajciaQ CO CO Ci cc o cc X X X CO CO CO T-H t^ '^ Ci '— 1 ^ Ol t^ TfH CO t^ —H l- Ci CO XX CO 1^1 'X c X o Ol X I^ i-O 11 1 — 1 ci 00 ci CO t^ o lo i6 00 OO ^ TtH C^l ^ 00 t^ O Ol '^ o o i^ CO c^ Ol Ol I^ iC Ol CO ^ ^ ^ '"' ^ ^ of Ol x- ^ c o C C: "5 iC oi Ci t^ o '-; Lo Ci t--. CO '^ CO Ol »-o Ci I^ X CO o lO i--i o i^ ^ o o oi Lo ci CO o o CO ^ -* l^ -M C^] Jo >C Ol '-I Ol l^ l^ 1^ id Ci Ol oi ci -^ iC Ol CO iC '^1 Xr id 1 1^ CO GO '-I "* ^ Ci r-. ^ CO O; <>] CO t^ rt l^ lO CO Ol X ^ CO c ci oc oc i>i CO o o id lo (>6 Ln T— 1 ,— 1 oi T-( oo t^ t^ Ol o o o^ 00 CO ci 2 Si oi Ol o J-oi I- CO CO Ol k m ^ ^' ^' ^' s^ Ol X m I CO CO (X; O '-H Ci r-i o 00 Ol Ci O (M_ LO lO --H lO CO CO id I Ci GO ,-H c/5 i>^ TiH CO id oi O' ^O C^l ■Nt^ CO TjH CO CO CO t-^_ t^^ t^ r-t ^H id id oc CO CO 00 ic Ol ci 00 Ol t^ ^ O^l c S '"' ^ ^ m m X ^ 'aDiAjag CO CO CO CO o o ~ Ol Ol 1 — 1 r— 1 Ol Ol CO jua \^ jaj uoi^BioaadaQ OI Ol ' ;uao J3d ^ '^ sji!a^ 'a]!7 aSuaaAV ^ '^ Aanojx azig CO OO ^ t^ t^ t^ lO .-H ^ T^ Ol t^ O l^ CO CO CO CO CO CO -^ CO '— ' i^o (Nice CO ' CO Ci t^ o sa5nuij\[ "^ . . 'A'CA\pBajj f-> ranuiixci,\[ X o o o O-l <—! Ol iC O lO Ol CO LO t^ Oj O 0_ OC --i^ (M^ "O co' '-h" 00 lO cT 00 t^ GO CO H iz; » S n (U « ^ o» o H E-i >* O Pi C4 » -O -— I CO CO 't -^ ■a ^H r^ t^ CO CO b >-H CO_^ t--. CO t^^ i-M lo oi i-o lo Tfi "^^ I— I O CO O") CO >-" TJH 00 ' -^ la ^' r-H Th CO GO t^ TtH .— I CO C5 TtH t^ CO ,—1 O C^ C^l^ O --H o o oo' oo' go' co' T-H as t^ (M 1:^ --H CO CO CO M O O "O lO -^ ■g ^ O CO CO t^ g GO O go iq CO ^•K O' o' O '^ ^ -• w CO 1—1 "* -—I CO =-^ lo CO oa O iC "* O 'X ^ ,— I t^ LO O C^ Ci CO^ O Ol O" CO CO' CO r-l CO o CO i— I o o o CO Ci !>■' lO to GO .00^ co" 1 — I o »o CO^ o to ^ o ^-~^^iO CO 3 ^"-^ CM •^ CO rf O f^ o o o o '^ o CO lO o co_^ t^'oi lO --H to 00 o 00__ co' ' -^ O Ol r^ 1^-E;? I— I '"^ c •* r^ na; o o CQ to 'X r^ ^ o CO CO CO 'ti o OC X X 0-1 C: ,^ o »o lO lO o o '^ O GC C^l 1^ CD o -* CO 04 CO '^l TTl ^ @ - . -. - ^ o CO '^ tC rt< 1— 1 Ol I^ I> t^ X CO . ^ t4-l 1 to -, r-) to o b£ o CO CO ^ '^ to ■ ' X /to^ fO r-; to CO CO O iM CO (M o CO Ci 168 EXHIBIT III, SECTION 3-B. + + ^ -t^ r\l O o o o o o o o l^ CJ c^ ^ cs oc o o o ■^ (>J o 00 CO c '-': o o o t^ r-H O C^ C^ rH X CO OOOOOOOCOOOi-t'O CO Tji 00 O 0-1 "-^ C) X 01 (X) o t^ o oo '-H^o-i^LT c^i--^o_'— __co_^c^) oi_oc o cro~t--r(N 00 i-^of ■-o'co" QO-^CO T^OCCOOOLOCDOOt^iCO O^00l>Orf M Eh j >> >j >i "§ '^ii-'iiO coo l:^t^0 to »0 lO ■ t: OX^OrOT-(r-H^c>0»-OC;«D'MTti(M'^0"*QOO = »OcOC5-*OC/3Xc^>0'— I'— iXOOOlM !Ml>- O t~-, CO ^_^ ^l ^, Tt^ "* X; C5_ 00 ^ C<) ^ -^ s ^ T— I ,— ( CO t^ CO co" !0 c CO C£> CO CO 00 \a o T-T OS €«■ o .2- ^tn - mTT iT I 1 I 1 m 1 1 I m I §- ooooooooooooooooooo 5!:; 1— I O-l C-l o-i c^i oi "M OI C^l iM ■^ "^ '^ '^ ■^ ■^ '^ '^ '^ '^ ELECTRIC POWER DISTRIBUTIOS SYSTEM. 171 EXHIBIT III, SECTION 3-C. UNDERGROUND CONDUIT. SUMMARY. Cost New Present Value. Cable $62,779.03 $ 50,137.39 Return copi^or 266.SSS . 72 266,888 . 72 Manholes and tunnels 36,072.74 34,268.22 Ducts and pipe 139,993.75 133^052.23 Total $505,734.24 $484,346.56 DEPRECIATION TABLE. In arriving at the cost new of the undergrouiul electric distribu- tion system of the Chicago City Railway Co., the cost to construct the system new at the present time was estimated. To this was added 15% for engineering, organization and incidentals, and the result was taken as the '"cost new. " From the cost new the estimated present "scrap value, "if any, was deducted and a depreciation percentage in accordance with the following table, was applied to this remainder. To the result thus obtained was added the scrap value, if any, which gave the estimated present value. Probable Lead- Years of Man- Covsred Bare Service Ducts Pipe holes Cable Cable Depreciation per year 1% 3-1/3% 1% 4% Alley No. 3 5 5% 16-2/3% 5% 20% 8tate street 4 4%^ 13-1 /3% 4% 16% Dearborn street 4 4% 13-1/3% 4% 16% Clark street 10 10% 33-1/3% 10% 40% Wentworth avenue 1 1% 3-1/3% 1% 4% Halsted street 4 4% 13-1/3% 4% 16% Ashland avenue 4 4% 13-1/3% 4%, 16% 21st street 4 16% 18th .street 5 5%, 16-2/3% 5% 20% 35th street 4 4% 13-1/3% 4% 16% 37th street 4 4%, 13-1/3% 4% 16% 39th street 4 4% 13-1/3% 4% 16% 43rd street 1 1% 3-1/3% 1% 4% 47th street 1 1% 3-1/3% 1% 4% 49th street 5 20% 51.st street 4 4% 13-1 /3% 4% 16% 63rd street 5 o% 16-2/3% 5% 20% Archer avenue 5 5% 16-2/3% 5% 20% 77th street 4 4% 13-1/3% 4% 16% EXHIBIT III, SECTION S-C. SUMMARY OF TOTAL COSTS NEW AND PRESENT VALUES. Present Cost New Value [Manholes $ 159.96 S 151.96 Alley Xo. 3 Ducts and pipe .... 291 . 73 274 . 01 (Cable 298.08 243.18 [Manholes 376.16 361.11 State St ^ Ducts and pipe ... . 1,128.60 1,083.46 [Cable 2,860.80 2,469.43 [Manholes 1,267.00 1,216.32 Dearborn St <{Ducts and pipe .... 3,207 . 31 3,075 . 17 [Cable 9,903.64 8,813.05 [Manholes 4,461 .92 4,015 . 73 Clark St ] Ducts and pipe. .. . 13,349.36 12,008.48 (Cable 22,937 . 62 14,646 . 03 [Manholes 826 . 85 8 18 . 58 Wentworth Ave . JDucts and pipe .... 1,477 . 70 1,459 .31 [Cable 4,392.30 4,263.03 [Manholes 5,140.98 4,935.34 Halsted St. ^ Ducts and pipe .. . 17,221.59 16,529.34 (cable 508.08 433.19 [Manholes 376.16 361.11 Ashland Ave. Ducts and pipe .... 931 . 90 888 . 36 (cable 2,424 . 34 2,223 . 38 [^Manholes 21sT St ^ Ducts and pipe .... 31 . 75 27 . 94 [Cable 954.53 835.10 [Manholes 951.72 904.13 18th St Ducts and pipe . . . 3,793 .14 3,602 . 66 (Cable 189.48 159.86 [Manholes 394 . 06 378 . 30 35th St \ Ducts and pipe .... 605 . 65 576 . 66 [Cable 1,596.18 1,555.44 [Manholes 3.612 . 26 3,467 . 77 37th St <{ Ducts and pipe .... 27,970 . 63 26,851 . 80 (Cable [Manholes 258.94 248.58 39th St ^Ducts and pipe.... 350.66 333.78 (Cable 1,105.84 942.78 (Manholes 531.48 526.17 43rd St ^,Ducts and pipe..:. 836.99 827.09 [Cable 1.160.70 1,117.86 [Manholes 798 . 50 790 . 51 47th St I Ducts and pipe.... 1,977.04 1,957.42 (Cable 2,554.57 2.461.56 UNDERGROUND CONDUIT—SUMMARY. 17.} SUMMARY OF TOTAL COSTS NEW AND PRESENT VALUES— Cont'd. ... ^, /Tunnel. 49th hT w^.^uj^ [Manholes 5 1st St {Ducts and pipe . . [Cable • [Manholes 63rd St -{Ducts and pipe . . [Cable [Manholes Archer Ave .{Ducts and pipe . . [Cable [Manholes 77th St -{Ducts and pipe . . [Cable Cost New P re.se nt Value $ 2,225.72 1,393.05 •S 2,114.43 1,132.28 244.96 477.12 1,036.80 235.16 458.04 883.53 3,845.57 18,251.89 3,653.29 17,339.30 8,711.52 39,755.44 9,405.82 8,275.95 37,757.09 7,907.65 79.98 67.25 57.20 76.78 64.32 50.04 Totals $228,768 .52 $207,782 .84 The above includes only such leturn copper, 6605 pounds, as was found in ducts and manholes. The matter of the remainder of the bare copper which the Chicago City Railway Company claim to have buried under the pavements in the streets was treated in the following manner : A chart with notes was furnished by the Railway Company showing the sizes and location of return cable. The quantities were cliecked roughly from this chart by taking measurements to scale and com- puting the weights. Two points were selected and the cables were uncovered for inspection. The sizes and conditions were noted. These showings being satisfactory the Railway Company's figures were taken for the quantities, viz : Pounds return wire shown by C. C. Ry. Co 1,038,059 Pounds return wire found in conduit 6,605 Total pounds not otherwise included 1,031,454 EXHIBIT III. SECTION 3-C. Cost Present New Value Estimated cost installed new, 1,031,454 lbs. @; 22 . 5c $232,077 . 15 Organization, engineering and inci- dentals, 15% 34,811 . 57 Total Cost Xew of Return Copper. . . . $266,888 . 72 The bare return copper has no de- preciation. The Present Value is, therefore, $266,888.72 SUMMARY OF TOTAL COSTS NEW AND PRESENT VALUES. Cost New Present Value Bare copper (not in ducts) $266,888 . 72 $266,888 . 72 RECAPITULATION. Cost New Present Value Total manholes and tunnels $ 34,263 . 74 $ 32,531 . 22 Total ducts and pipe 131,725 . 75 125,114 . 23 Total cable (in ducts) 62,779 . 03 30,137 . 39 Total return copper (not in ducts). . 266,888 . 72 266,888 . 72 Total Underground Conduit System and Return Copper $495,657.24 $474,671 .56 In making the estimate of the cost of new^ conduit and manholes, the allowance made for repaying asphalt streets was $2.50 per square yard, and for all other pavement $0 . 50 per square yard. The Commission was afterwards advised that the cost of repay- ing as fixed by city ordinance, is $3. 00 per square yard for asphalt, granite and brick, and $1 . 00 for cedar block and macadam. Ac- cordingly, an estimate on this basis was made covering the addi- tional cost for repaying, and it was found to average approxi- mately one cent per duct foot and $6.90 each for manholes. Therefore, after depreciating in the same manner as for the amounts in the original estimate, the following was found to be the amount to be added: Cost Present New Value Manholes $1,809.00 $1,737.00 Ducts 8,268 . 00 7,938 . 00 REVISED RECAPITULATION Total manholes and tunnels $ 36,072 . 74 $ 34,268 . 22 Total ducts and pipe 139,993 . 75 133,052 . 23 Total cable (in ducts) 62,779 . 03 50,137 . 39 Total return copper (not in ducts). . 266,888 . 72 266,888 . 72 Total Underground Conduit System and Return Copper $505,734. 24 $484,346 56 USDERGROrSD COXDIIT. 175 SUBWAY IN ALLEY No. 3 ACROSS THIRTY-THIRD STREET. SUMMARY OF MANHOLE COSTS NEW AND PRESENT VALUES. 2 small-size manholes — (no sewer eonneetion) @ S79.98 $159.96 Manholes have no scrap value. Depreciation, 5% 8 . 00 Present Value $151 96 SUMMARY OF CONDUIT COSTS NEW AND PRESENT VALUES. 12 ducts (4 wide) 140 conduit ft., 1,680 duct ft. @ 15. 5c . . S260 . 40 Ducts in place have no scrap vahu\ Depreciation, 5% 13 . 02 Present Value $247 . 38 SUMMARY OF IRON PIPE COSTS NEW AND PRESENT VALUES. 8 iron pipes, 104 ft., wt. 784 lb $ 31 . 33 Deduct scrap value @ 40c. per cwt 3. 14 $ 28.19 Depreciation, 16-2/3% 4.70 $ 23.49 Add scrap value 3.14 Prese7it Value $ 26 . 63 Total Present Value of Ducts and Pipes $274 01 SUMMARY OF CABLE COSTS NEW AND PRESENT VALUES. R. C. & L. C. CABLE. 552 ft., 350,000 C. M. cable, wt.^590 lb $298.08 Deduct scrap value @ 4c. per lb 23 . 60 $274 . 48 Depreciation, 5 years @ 4% = 20% 54 . 90 $219.58 Add scrap value 23 . 60 Present Value $243 . 18 176 EXHIBIT III, SECTION 3-C. STATE STREET SUBWAY, ACROSS GARFIELD BOULEVARD. SUMMARY OF MANHOLE COSTS NEW AND PRESENT VALUES. 2 medium-size manholes (no sewer connection) @$108 . 10 $216 . 20 2 small-size manholes (no sewer connection) " 79 . 98 159 . 96 $376.16 Manholes were built, as shown by records, in 1902. Manholes have no scrap value. ' Depreciation, 4 years @ 1% =4% 15 . 05 Present Value $361 . 11 SUMMARY OF CONDUIT COSTS NEW AND PRESENT VALUES. 18 ducts (6 wide) 418 conduit ft., 7,524 duct ft. @15c. . $1,128.60 Conduit line was built, as shown by records, in 1902. Ducts in place have no scrap value. Depreciation, 4 years @ 1% = 4% 45. 14 Present Value $1,083 . 46 Note: No pipes up poles. SUMMARY OF CABLE COSTS NEW AND PRESENT VALUES. R. C. & L. C. CABLE. 4,800 ft. various sizes, wt. 10,368 lb $2,860.80 Deduct scrap value @ 4c. per lb 414 . 72 $2,446.08 Depreciation, 4 years @ 4% = 16% 391 . 37 $2,054.71 Add scrap value ' 414 . 72 Prese7it Value $2,469 .43 DEARBORN STREET SUBWAY, ARCHER AVENUE TO TWENTY-FIRST STREET. (Including Twentieth and Twenty-first streets.) SUMMARY OF MANHOLE COSTS NEW AND PRESENT VALUES. 7 large-size manholes @ $148 . 06 $1,036 . 42 1 medium-size " " 122 . 48 122 . 48 1 " " " (no sewer connection) . . " 108 . 10 108 . 10 9 $1,267.00 Manholes were built, as shown by records, in 1902. Manholes have no scrap value. Depreciation, 4 years @ 1% = 4% 50.68 Present Value $1,216.32 UNDERGROUND CONDUIT. 177 SUMMARY OF CONDUIT COSTS NEW AND PRESENT VALUES. 24 ducts (8 wide) 147. ;3 conduit ft., 3,535 duct ft. (51 14.0c S404.«KJ 18 " (6 wide) 14. " " 352 ' 14.5c 51.04 12 " (Gwide) 919.2 " " 10,490 " " " 17.5c 1,835.75 12 " (4 wide) 417.5 " " 5,010 " " " 15.5c 770.55 1,498.0 conduit ft. 19,387 duct ft. $3,158.24 Conduit lines wore built, as shown by records, in 1902. The ducts in place have no scrap value. Depreciation, 4 years @ 1% = 4% 126. ;^8 $3,031.91 SUMMARY OF IRON PIPE COSTS NEW AND PRESENT VALUES. 9 iron pipes, 182 ft., wt. 1,372 lb. . , Deduct scrap value @ 40c. per cwt. Depreciation, 4 years @ 3-1/3% = 13 1/3%. Add scrap value Present Value Total Present Value of Duels and Pipes. % 49 ,07 5 .49 $ 43 .58 5 .81 $ 37 .77 5 .49 s 43 20 $3,075 17 SUMMARY OF CABLE COSTS NEW AND PRESENT VALUES. R. C. & L. C. CABLE 8,264 ft. various sizes, wt. 37,417 lb $8,312.86 Deduct scrap value @ 4c. per lb 1,496.68 $6,816.18 Depreciation, 16% 1,090.59 $5,727.59 Add scrap value 1,496 . 68 Present Value $7,222 . 27 Bare cable (no depreciation). 5,044 ft. various sizes, wt. 5,605 lb 1,590.78 Total Present Value of all Cables asahove $8,813 05 178 EXHIBIT III. SECTION 3-C. CLARK STREET SUBWAY, TWENTY-SECOND STREET TO HARRISON STREET. (Including Twenty-second Street and part of Wentworth Avenue.) SUMMARY OF MANHOLE COSTS NEW AND PRESENT VALUES. 7 large manholes (2 frames and covers) (a) $165.31 $1,157.17 2 " (1 2 medium " (2 5 " (1 1 small " (2 16 " (1 10 hand holes (no sewer connection) 43 Manholes were built, as shown by records, in 1896. Manholes have no scrap value. Depreciation, 10 years @ 1% = 10% \ a 148 . 06 296.12 \ (I 139.73 279.46 \ u 122.48 612.40 \ a 111.61 111.61 ) " 94 . 36 1,509.76 a 49.54 495 . 40 t,461.92 446,19 Present Value. $4,015 73 SUMMARY OF CONDUIT COSTS NEW AND PRESENT VALUES. duct ft. Cg 2 ducts (G wide) 247.7 conduit ft. 2,972 8 " (4 wide) 3,214 " " 25,790 6 " (3 wide) 2,527 . 1 " " 14,562 5 " (2 wide) 554 " " 2,770 4 " (2 wide) 1,253.7 " " 5,015 2 " (2 wide) 6 u " 12 1 45 11 " 45 pipes 482 " " 4,820 5 150 " " 750 2 304 '' " 608 8,783.5 57,354.0 Conduit lines were built, as shown by records, in 1896. Ducts in phice have no scrap value. Depreciation, 10 years @ 1% = 10% 17*c 520 . 10 25c 6,447.50 20c 2,912.40 20c 554.00 23c 1,153.45 34c 4.08 47c 21.15 26c 1,253.20 26c 195.00 30 ic 185.44 $13,246.32 1,324.63 Present Value $11,921 . 69 SUMMARY OF IRON PIPE COSTS NEW AND PRESENT VALUES. 23 iron pipes, 360 feet, wt. 2,714 lb $103.04 Deduct scrap value @ 40c. per cwt 10.86 Depreciation, 10 years @ 3-1/3% =33-1, Add scrap value Present Value Total Present Value of Ducts and Pipe^ $113.90 37.97 $ 75.93 10.86 $ 86 . 79 $12,008 48 UNDERGROUND CONDUIT. 179 SUMMARY OF CABLE COSTS NEW AND PRESENT VALUES. 41,341 feet various sizes, \vt. 55,210 Ih S22,937 .62 Deduct scrap value @ 4c. per Ih 2,208.64 $20,728.98 Depreciation, 40%. ' 8,291 .59 $12,437.39 Add scrap value 2,208 . 64 Present Value $14,646 03 WENTWORTH AVENUE SUBWAY, ACROSS GARFIELD BOULEVARD AT POWER HOUSE. SUMMARY OF MANHOLE COSTS NEW AND PRESENT VALUES. 4 large manholes ^ $148.06 $592.24 1 medium " (2 small covers).. .. " 121.33 121.33 1 " " (1 small cover ).... " 113.28 113.28 6 - $826.85 Manholes were built, as shown by records, in 1905. Manholes have no scrap value. Depreciation, 1 year @ 1% = !%.. 8.27 Present Value $818 . 58 SUMMARY OF CONDUIT COSTS NEW AND PRESENT VALUES. 16 ducts (4 wide) 302 conduit ft. 4,832 duct ft. (?( 14c $676.48 12 " (4 wide) 32.7 " " 393 " " " 15. 5c 60.92 24 " (8 wide) 125 " " 4,000 " " " 14c 560.00 459.7 9,225 §1,297.40 Conduit lines were built, as shown by records, in 1905. Ducts in place have no scrap value. Depreciation, 1 year @ 1% = 1% 12.97 Present Value $1,284.43 SUMMARY OF IRON PIPE COSTS NEW AND PRESENT VALUES. 48 pipes, 588 feet, wt. 4,434 lb $180 . 30 Deduct scrap value 17 . 74 $162.56 Depreciation, 1 3'ear @ 3-1/3% 5.42 $157.14 Add scrap value 17 . 74 Present Value $174 . 88 Total Present Value of Ducts and Pipes $1,459 . 31 180 EXHIBIT III, SECTION 3-C. SUMMARY OF CABLE COSTS NEW AND PRESENT VALUES. 5,525 ft. various sizes, wt. 12,244 lb S3,721 . 62 Deduct scrap value @ 4c. per lb 489 . 76 $3,231 . 86 Depreciation, 4% 129 . 27 $3,102.59 Add scrap value 489 . 76 Present Value $3,592 . 35 Bare cable, (no depreciation). 328 feet, 1,000,000 C. M. cable, wt. 1,000 lb 670 . 68 Total Present Value of All Cables as above . . . $4,263 . 03 HALSTED STREET SUBWAY, ARCHER AVENUE TO THIRTY-NINTH STREET. Including Auburn Street, Thirty-eighth Place, Alley and Thirty-seventh Street, West of Halsted Street and across Garfield Boulevard. SUMMARY OF MANHOLE COSTS NEW AND PRESENT VALUES. 1 large manhole @ $148.06 $148.06 39 medium " " 122 . 48 4,776 . 72 2 " " (no sewer connection). . " 108.10 216.20 42 $5,140.98 Manholes were built, as shown by records, in 1902. Manholes have no scrap value. Depreciation, 4 years @ 1% = 4% 205.64 Present Value $4,935 . 34 SUMMARY OF CONDUIT COSTS NEW AND PRESENT VALUES 40 duct 1G5. 7 conduit ft. 6,628 duct ft. @ 11.5c $762.22 24 " (6 wide) 329.4 " " 8,175 20 " 1,101.3 " " 22,026 16 " (4 wide) 1,405.6 " " 22,490 12 " (4 wide) 2,645.6 " " 31,748 8 " (8 wide) 49.2 " " 394 8 pipe (8 wide) 34.6 " " 277 8 " (4 wide) 5,810.7 " " 46,487 13.5c 1,103.63 14.0c' 3,083.64 14.0c 3,148.60 15.5c 4,920.94 25.0c 98.50 39.5c 109.42 18.5c 3,951.40 11,246.1 133,489 S17,178.35 Conduit lines were built, as shown by records, in 1902. Ducts in place have no scrap value. Depreciation, 4 years @ 1% = 4% 687.13 Present Value $16,491 . 22 UNDERGROUND CONDUIT. 181 SUMMARY OF IRON PIPE COSTS NEW AND PRESENT VALUES. 8 iron pipes, 1(50 ft. wt. 1,20G lb $ 43.24 Deduct scrap value @ 40c. per cwt 4.82 $ 38.42 Depreciation, 13^% 5.12 $ 33.30 Add scrap value 4 . 82 Present Value $ 38 . 12 Total Present Value Ducts and Pipes $16,529 34 SUMMARY OF CABLE COSTS NEW AND PRESENT VALUES. R. C. &L. C. CABLE. 1,044 ft. various sizes, wt. 1,000 lb $ 508.08 Deduct scrap value @ 4c. per lb 40 . 00 $ 468.08 Depreciation, 4 years @ 4% = 16% 74.89 $ 393.19 Add scrap value 40 . 00 Present Value $433 . 19 ASHLAND AVENUE SUBWAY, ACROSS RIVER AND BOULEVARDS. SUMMARY OF MANHOLE COSTS NEW AND PRESENT VALUES. 2 medium-size manholes (no sewer connection) @S10S.10 $ 216.20 2 small " " " " " " 79.98 159.96 4 $ 376.16 Manholes were built, as shown by records, in 1902. Manholes have no scrap value. Depreciation, 4 years @ 1% = 4% 15.05 Present Value $ 361 . 11 SUMMARY OF CONDUIT COSTS NEW AND PRESENT VALUES. 4 ducts 94.5 conduit ft. 378 duct ft. (5^ 23c $ 86.94 20 " 273.8 " " 5476 " " " 14c 766.64 368.3 5,854 % 853.58 Conduit lines, were built as shown by records, in 1902. Ducts in place have no scrap value . Depreciation, 4 years @ 1% = 4% 34.14 Present Value $ 819 . 44 182 EXHIBIT III, SECTION S-C. SUMMARY OF IRON PIPE COSTS NEW AND PRESENT VALUES. 20 iron pipes, 260 ft. wt. 1,960 lb $ 78 . 32 Deduct scrap value @ 40c. per cwt 7 . 84 $ 70.48 Depreciation, 13 J% 9 . 40 $ 61.08 Add scrap value 7 . 84 Present Value $ 68 . 92 Total Present Value Ducts and Pipes $ 888.36 SUMMARY OF CABLE COSTS NEW AND PRESENT VALUES. R. C. &L. C. CABLE. 2,592 ft. various sizes, wt. 5,252 lb $1,466 . 10 Deduct scrap value @ 4c. per lb 210 . 08 $1,256.02 Deprecintion, 4 ye.ars @ 4% = 16% 200 . 96 $1,055.06 Add scrap value 210 . 08 Present Value $1,265 . 14 Armored cable (no depreciation). 904 ft. 350,000 C. M. wt. 4,507 lb 958.24 Total Present Value of all Cables as above .... $2,223.38 TWENTY-FIRST STREET SUBWAY. SUMMARY OF IRON PIPE COSTS NEW AND PRESENT VALUES. 8 iron pipes, 106 ft. wt. 799 lb $ 31 . 75 Deduct scrap value @ 40c. per cwt 3.20 $ 28.55 Depreciation, 13^% 3 . 81 .$ 24.74 Add scrap value 3 . 20 Present Value $ 27 . 94 Note — Manholes and ducts are the property of the Chicago Edison Company. UNDERGROUND CONDUIT. 183 SUMMARY OF CABLE COSTS NEW AND PRESENT VALUES. (Across Michigan Avenue, i R. C. &L. C. CABLE. 1,335 ft. 500,000 C. AL, wt. 5,202 lb . $ 954 . 53 Deduct scrap value @ 4c. per lb 208 . 08 $ 746.45 Depreciation, 16% 119 . 43 $ 627.02 Add scrap value 208 . 08 Present Value $ 835 10 18TH STREET SUBWAY, CLARK STREET TO INDIANA AVENUE. SUMMARY OF MANHOLE COSTS NEW AND PRESENT VALUES. 7 medium-size manholes @ $122.48 $ 857.36 Ismail " '' . @ 94.36 94.36 Manholes were built, as shown by. records, in 1901. $ 951. 72 Manholes have no scrap value. Depreciation, 5 years, @ 1%=5% 47.59 Present Value $ 904. 13 SUMMARY OF CONDUIT COSTS NEW AND PRESENT VALUES. 12 ducts(6 wide) 1,267.6 conduit ft. 15,211 duct ft. @ 17.5c $2,661 .93 8 " (4 wide) 758.9 " " 6,070 " " @ 18.5c 1,122.95 2,026.5 21,281 $3,784.88 Conduit line was built, as shown by records, in 1901. The ducts in place have no scrap value. Depreciation, 5 years, @ 1% =5% 189.24 Present Value $3,595.64 SUMMARY OF IRON PIPE COSTS NEW AND PRESENT VALUES. 2 iron pipes, 28 ft., 211 lb $ 8.26 Deduct scrap value @ 40c, per cwt .84 $ 7.42 Depreciation, 5 years, @ 3^% = 16f % 1 .24 $ 6.18 Add scrap value -84 Present Value $ 7 . 02. Total Present Value of Ducts and Pipes $3,602 . 66; 1S4 EXHIBIT III, SECTION S-C. EIGHTEENTH STREET SUBWAY, ACROSS MICHIGAN BOULEVARD. SUMMARY OF CABLE COSTS NEW AND PRESENT VALUES. R. C. & L. C. CABLE. 265 ft. 500,000 C. M., wt. 1,034 lb @ 71.5c $189.48 Deduct scrap value @ 4c. per lb 41 .36 $148.12 Depreciation, 5 years @ 4% =20% 29.62 $118.50 Add scrap value 41 . 36 Prese?it Value $159 . 86 THIRTY-FIFTH STREET SUBWAY, ACROSS RIVER AND BOULEVARDS. SUMMARY OF.MANHOLE COSTS NEW AND PRESENT VALUES. 2 medium-size manholes (asphalt pavement) (a; $143 . 18 $286 . 36 1 small-size manhole (asphalt pavement) " $107.70 107.70 3 $394.06 Manholes have no scrap value. Depreciation, 4% 15 . 76 Present Value $378 . 30 SUMMARY OF CONDUIT COSTS NEW AND PRESENT VALUES. 4 ducts (2 wide) 594.5 conduit ft., 2,378 duct it. @ 23c $546.44 Ducts in place have no scrap value. Depreciation, 4% 21 . 88 Present Value $525 . 06 SUMMARY OF IRON PIPE COSTS NEW AND PRESENT VALUES. 14 pipes, 182 ft., wt. 1,535 lb $58.71 Duct scrap value @, 40c. per cwt 6. 14 $52.57 Depreciation, 13^% 7.01 $45 . 56 Add scrap value 6.14 Present Value $51 . 60 Total Present Value of Ducts and Pipes $576.66 UNDERGROIM) (OMJUIT. THIRTY-FIFTH STREET SUBWAY. SUMMARY OF CABLE COSTS NEW AND PRESENT VALUES. R. C. & L. C. CABLE. 512 ft., 850,000 C. M., wt. 547 lb $276.48 Deduct scrap value (al 4c. per lb 21 .88 $254.60 Depreciation, 16% 40 , 74 $213.86 Add scrap value 21 . 88 Present Value $235 . 74 Armored cable — (no depreciation). 1,245 ft., 350,000 C. M., wt. 6,208 lb 1,319 .70 Total Present Value $1,555 .44 THIRTY-SEVENTH STREET SUBWAY, HALSTED STREET TO COTTAGE GROVE AVENUE. SUMMARY OF MANHOLE COSTS NEW AND PRESENT VALUES. 1 large-size manhole, 2 frames and covers @ $165.31 $ 105.31 2 " " " 1 " " " " 148.06 296.12 1 " " " 2 " " " (asphalt) " 190.61 190.61 23 meduim " 1 " " " " 122.48 2,817.04 1 " " " 1 " " " (asphalt) " 143.18 143.18 28 $3,612.26 Manholes were built, as shown by recoiils, in 1902. Manholes have no scrap value. Depreciation, 4 years (^ 1% =4% 144 . 49 Present Value $3,467 . 77 SUMMARY OF CONDUIT COSTS NEW AND PRESENT^VALUES. 36 ducts 1,251.7 conduit ft. 45,061 duct ft. (^ 12c $5,407.32 36 pipes 38 " " 1,368 24 ducts (6 wide) 1,301.4 " " 31,233 18 " (6 " ) 3,527.6 " " 63,497 18 " (4 " ) 1,306.9 " " 20,910 12 " (6 " ) 2,611.6 " " 31,340 30c 410.40 13.5c 4,216.46 15c 9,524.55 14c 2,927.40 17.5c.... 5,484.50 10,037.2 193,409 $27,970.03 Conduit lines were built, as shown by records, in 1902. Ducts in place have no scrap value. Depreciation, 4 years @ 1%=4% 1,118.83 Present Value $26,851 80 NoTK. — No pipes up poles on this street. 186 EXHIBIT III, SECTION 3-C. THIRTY-NINTH STREET SUBWAY, ACROSS BOULEVARDS. SUMMARY OF MANHOLE COSTS NEW AND PRESENT VALUES. 2 small-size manholes (no sewer connection) @ $79.98 $159.96 2 handholes (no sewer connection) " 49 . 54 99 . 08 4 $258.94 Manholes have no scrap value. Depreciation, 4% 10 . 36 Present Value $248 . 58 SUMMARY OF CONDUIT COSTS NEW AND PRESENT VALUES. 16 ducts (4 wide) .323.3 conduit ft. 1,293 duct ft. @ 14c $181 .02 2 " 196.5 " " 393 " " "34c 133.62 519.8 1,686 $314.64 Ducts in place have no scrap value. Depreciation, 4% 12.59 Present Value $302 . 05 SUMMARY OF IRON PIPE COSTS NEW AND PRESENT VALUES. 8 pipes, 120 ft., wt. 952 lb $ 36.02 Deduct scrap value @ 40c. per cwt 3 . 81 Depreciation, 13|% Add scrap value. $ 32.21 4 .29 $ 27 .92 3 .81 Present Value $ 31 , 73 Total Present Value of Ducts and Pipes $333.78 SUMMARY OF CABLE COSTS NEW AND PRESENT VALUES. R. C. & L. C. CABLE. 1202 ft. various sizes, wt. 2167 lb $1,105 . 84 Deduct scrap value @ 4c per lb 86.68 $1,019.16 Depreciation, 4 years @ 4% = 16% 163 . 06 ;.io Add scrap value 86 . 68 Present Value $942 . 78 UNDERGROUND CONDUIT. , 187 FORTY-THIRD STREET SUBWAY, ACROSS BOULEVARDS. SUMMARY OF MANHOLE COSTS NEW AND PRESENT VALUES. 4 large-size nianholes (no sewer couiiectioii) (a, §108 . 10 $1:^2 . 40 2 handholes (no sewer connection) " 49.54 6 Manholes were built, as shown by n^cords, in 1905. Manholes have no scrap value. Depreciation, 1 year @ 1% = 1 % Present Value 99.08 $531.48 5.31 $526 17 SUMMARY OF CONDUIT COSTS NEW AND PRESENT VALUES. 8 ducts (4 wide) 639 conduit ft., 4112 duct ft. @ 18.5c $760.72 Conduit line was built, as shown by records, in 1905. Ducts in place have no scrap value. Depreciation, 1 year @ 1 % = 1% 7 . 61 Present Value $753 . 11 SUMMARY OF IRON PIPE COSTS NEW AND PRESENT VALUES. 16 iron pipes, 272 ft. 2051 lb $ 76 . 27 Deduct scrap value @ 40c. per cwt 8.20 $ 68.07 Depreciation, 3J % 2.29 $ 65.78 Add scrap value 8 . 20 Present Value $ 73 . 98 Total Present Value of Ducts and Pipes $827 . 09 SUMMARY OF CABLE COSTS NEW AND PRESENT VALUES. R. C. & L. C. CABLES. 2305 ft. various sizes, wt. 2243 lb $1,160 . 70 Deduct scrap value @ 40c. per lb 89 . 73 Depreciation, 4%. Add scrap value Present Value $1,117 86 $1,070.97 42.84 $1,028 89. .13 73 188 EXHIBIT III, SECTION 3-C. FORTY-SEVENTH STREET SUBWAY, ACROSS BOULEVARDS. SUMMARY OF MANHOLE COSTS NEW AND PRESENT VALUES. 4 medium-size manholes @ $122 . 48 $489 . 92 2 small " " (no sewer connection) @ 79.98 159.96 3 hanclholes (no sewer connection) " 49.54 148.62 9 $798.50 Manholes were built, as shown by records, in 1905. Manholes have no scrap value. Depreciation, 1 year @1% = 1% 7. 99 Present Value $790 . 51 SUMMARY OF CONDUIT COSTS NEW AND PRESENT VALUES. 16 ducts (4 wide) 302 conduit ft. 4,832 duct ft ^ 14c. $676.48 12 " (6 " ) 305 " " 3,660 " " ^ 17.5c. 640.50 8 " (4 " ) 146 " " 1,168 " " " 18.5c. 216.08 6 " r3 " ) 243 " " 1,458 " " " 20c. 291.60 996 11,118 $1,824.66 The conduit lines were built, as shown by records, in 1905. The ducts in place have no scrap value. Depreciation, 1 year @ 1% = 1% 18.25 Present Value $1,806 .41 SUMMARY OF IRON PIPE COSTS NEW AND PRESENT VALUES. 40 iron pipes, 500 ft. wt. 3,770 lb $152 .38 Deduct scrap value 15 . 08 $137 . 30 Depreciation, 1 year @1% = 1% 1.37 $135.93 Add scrap value 15.08 Present 1 'alue $151 . 01 Total Present Value of Ducts and Pipes $1,957.42 UNDERGROUND CONDUIT. 1S9 SUMMARY OF CABLE COSTS NEW AND PRESENT VALUES. R. C. & L. C. CABLE. 5136 ft. various sizes, wt. 5,732 lb $2,554 .57 Deduct scrap value @ 4c. lb 229 .28 $2,325.29 Depreciation, 4% 93.01 $2,232 . 28 Add scrap value 229 . 28 Present Value $2,461 56 FORTY-NINTH STREET TUNNELS. 2 tunnels @ $1,112.86 $2,225.72 Tunnels have no scrap value. Depreciation, 5% Ill .29 Present Value $2,114 43 FORTY-NINTH STREET SUBWAY, AT POWER HOUSE. SUMMARY OF CABLE COSTS NEW AND PRESENT VALUES. R. C. & L. C. CABLE. 2,670 ft., various sizes, wt. 2,230 lb $1,393.05 Deduct scrap value @ 4c. per lb 89 .20 $1,303.85 Depreciation, 20% 260.77 $1,043.08 Add scrap value 89 . 20 Present Value $1,132 28 FIFTY-FIRST STREET SUBWAY, ACROSS MICHIGAN BOULEVARD. SUMMARY OF MANHOLE COSTS. NEW AND PRESENT VALUES. 2 medium-size manholes @ $122 . 48 $ 244 . 96 Manholes have no scrap value. Depreciation, 4% 9 . 80 Present Value $ 235 16 190 EXHIBIT III. SECTION 3-C. SUMMARY OF CONDUIT COSTS NEW AND PRESENT VALUES. 16 ducts (4 wide) 213 conduit ft., 3,408 duct ft. @ 14c. $ 477 . 12 Ducts in place have no scrap value. Depreciation, 4% 19 . 08 Present Value. Note. — No pipes up poles. $ 458 04 SUMMARY OF CABLE COSTS NEW AND PRESENT VALUES. R. C. & L. C CABLE. 2,160 ft., various sizes, wt. 1,971 lb $1,036.80 Deduct scrap value at 4c. per lb 78.84 Depreciation, 4 years @ 4% = 16%. 957.96 153.27 Add scrap value. 804 . 69 78.84 Present Value. $ 883 53 SIXTY-THIRD STREET SUBWAY, STATE STREET TO MONROE AVENUE. (Including Calumet and Monroe Avenues.) SUMMARY OF MANHOLE COSTS NEW AND PRESENT VALUES. 1 large-size manhole, 2 frames and covers @ $1G5.31 $ 165.31 25 medium " " 1 " " " " 122.48 3,062.00 " asphalt pavement " 143 . 18 429 . 54 94.36 188.72 3 " 2 small 31 Manholes were built, as shown by records, in 1901. Manholes have no scrap value. Depreciation, 5 years @ 1% = 5% 5,845.57 192.28 Present Value. $3,653 29 SUMMARY OF CONDUIT COSTS NEW AND PRESENT VALUES. conduit ft. 22 ducts 1,088.7 20 " 45 18 " (3 wide) 3,750.3 18 " (9 " ) 51.5 4 " (2 " ) 6,101.1 23,951 duct ft. (gi 13.5c 900 67,505 927 24,402 14c 13.5c 18c.. 23c.. 11,036.6 117,685 Conduit lines were built, as shown by records, in 1901. The ducts in place have no scrap value. Depreciation, 5 years @ 1% = 5% Present Value $3,233 . 39 126.00 9,113.18 166.86 5,612.46 $18,251.89 912.59 $17,339 30 Note. — No iron pipes on 03rd street. UNDERGROUND CONDUIT. 191 ARCHER AVENUE SUBWAY, STATE STREET TO WESTERN AVENUE. SUMMARY OF MANHOLE COSTS NEW AND PRESENT VALUES. 4 large-size manholes (asphalt pavement) ^ S17.'J.3G S G9.'i.44 56 medium" " " " " 143.18 8,018.08 60 Manholes were built, as .shown by records, in 1901. Manholes have no scrap value. Depreciation, 5 years @ 1 %=5% Present Value. S8,711.52 435.57 $8,275 95 SUMMARY OF CONDUIT COSTS NEW AND PRESENT VALUES. 12 ducts (6 wide) 1,001.6 conduit ft. 12,020 duct ft. (ff 24c. 2 " (4 ' ) 622 8 " (4 ' ) 16,870.5 6 pipes (4 ' ) 373 4 " (2 " ) 60 18,927.1 7,464 134,949 5,968 240 160,641 " 20c " " " 25c . . " " " 30.5c " " " 47c.. Conduit lines were built, as shown by records, in 1901. Ducts in place have no scrap value. Depreciation, 5 years @ 1% = 5% Present Value S2,484.S0 1,492.80 33,737.25 1,820.24 112.80 $39,647.89 1,982.39 $37,665 50 SUMMARY OF IRON PIPE COSTS NEW AND PRESENT VALUES. $ 107 . 55 11.84 21 iron pipes, 3G7 ft., wt. 2,960 lb. Deduct scrap value '@ 40c. per cwt Depreciation, 5 years @ 3g-%==16§% Add scrap value s 95 71 15 96 $ 79 75 11 84 Present Value S 91 . 59 Total Present Value a} Ducts and Pipes $37,757 09 192 EXHIBIT III, SECTION 3-C. SUMMARY OF CABLE COSTS NEW AND PRESENT VALUES. R. C. & L. C. CABLE. 11,951 ft., various sizes, wt. 35,154 lb $8,897 . 02 Deduct scrap value @ 4c per lb 1,406. 16 $7,490.86 Depreciation, 20% 1,498 . 17 $5,992 . 69 Add scrap value 1,406 . 16 Present Value $7,398 . 85 Armored Cable (no depreciation). 480 ft., 350,000 CM - 508 . 80 Total Present Value of all Cables as above .... $7,907 . 65 SEVENTY-SEVENTH STREET SHOPS SUBWAY, FROM POLE TO POWER HOUSE. SUMMARY OF MANHOLE COSTS NEW AND PRESENT VALUES. 1 small-size manhole (no sewer connection) @ $79.98 $79.98 Manhole was built, as shown by records, in 1902. Manholes have no scrap value. Depreciation, 4 years (^ 1% = 4% 3 . 20 Present Value $76 . 78 SUMMARY OF CONDUIT COSTS NEW AND PRESENT VALUES. 4 ducts (2 wide) 70 conduit ft., 280 duct ft. @ 23c $ 64 . 40 Conduit lines were built, as shown by records, in 1902. Ducts in place have no scrap value. Depreciation, 4 years @ 1% = 4% 2.58 Present Value $ 61 . 82 SUMMARY OF IRON PIPE COSTS NEW AND PRESENT VALUES. 1 iron pipe, 8 ft. wt. 60 lb $ 2 . 85 Deduct scrap value @ 40c. per cwt .24 $ 2.61 Depreciation, 4 years @ 3;^% = 13^% .35 $ 2.26 Add scrap value .24 Present Value S 2 . 50 Total Present Value of Ducts and Pipes $ 64 32 UNDERGROUND CONDUIT. 193 SEVENTY-SEVENTH STREET BARN SUBWAY. SUMMARY OF CABLE COSTS NEW AND PRESENT VALUES. R. C. & L. C. CABLE. 80 ft. 500,000 C. M., wt. 312 lb . . Deduct scrap value @ 4c. per lb. Depreciation, 16%. Add scrap value Present Value . S57 .20 12 .48 $44 .72 7 .16 $37 .56 12 .48 $ 50 04 UNDERGROUND SYSTEM. SUMMARY OF RETURN CABLE COSTS NEW AND PRESENT VALUES. Bare Cable. 6,'505 lb. located. Amount reported by C. C. Ry. Co. 1,038,059 lb. The difference between these two figures gives the amount of return cable buried beneath the track, or 1,031,454 lb. Bare cable (no depreciation). 1,031,454 lb. @ 22ic. per lb $232,077 15 194 ELECTRIC POWER DISTRIBUTION SYSTEM. EXHIBIT III, SECTION 3-D. TELEPHONE SYSTEM. SUMMARY. 1 switchboard @ $75 . 00 32 wall sets installed 8 desk " " 6 pole " " (iron box) 1 " " " (wooden box) 16.17 miles triple braid W.P. wire. 7.82 duplex R. C. wire Installing 23.99 miles of wire. .... Hardware " " " " 20.00 20.00 20.00 15.00 84.56 121.44 25.00 10 . 00 Organization, engineering and incidentals, 15%. Total Cost Neiv Average depreciation, 20% Present Value $ 75.00 640.00 160.00 120.00 15.00 1,367.34 949.66 599 . 75 239.90 $4,166.65 625.00 $4,791.65 958.33 $3,833.32 EXHIBIT IV CARS AND CAR EQUIPMENT EXHIBIT IV. CARS AND CAR EQUIPMENT comprising the following divisions: 4-A CLOSED, ELECTRIC, SINGLE-TRUCK. 4-B CLOSED, CABLE TRAILER, SINGLE-TRUCK. 4-C SEMI -CONVERTIBLE, ELECTRIC, DOUBLE-TRUCK. 4-D OPEN, ELECTRIC, SINGLE-TRUCK. 4-E GRIPS, OPEN, SINGLE-TRUCK. 4-F OPEN, CABLE TRAILER, SINGLE-TRUCK. 4-G MISCELLANEOUS CARS. 4-H SWEEPERS, SALTERS AND SNOW PLOWS. 4-1 WORK CARS. 4-J TRUCKS, 4-K ELECTRIC EQUIPMENT. 4-L MISCELLANEOUS EQUIPMENT. EXHIBIT IV. ROLLING STOCK. SUMMARY. CARS AND CAR EQUIPMENT. Cost Present New Value Grips, open $ 248,850.00 $ 102,029.00 Trailers, open 236,565 . 00 106,446 . 00 Trailers, closed 314,606.00 200,115.00 Electric, open, single-truck, exclu- sive of trucks 426,589 . 00 261,526 . 00 Electric, closed, single-truck, exclu- sive of trucks 655,331 . 00 388,503 . 00 Electric, semi-convertible, double- truck, exclusive of trucks 1,336,335.00 1,270,868.00 Mail cars, including trucks 11,550 . 00 7,602 . 00 Work cars, exclusive of electrical equipment 64-,558.00 40,526.00 Sweepers, salters, and snow plows, exclusive of electrical equipment. 49,455.00 40,969.00 Trucks 363,972.00 312,711.00 Temporary trucks 8,820 . 00 7,056 . 00 Fare registers and extra parts 28,224 . 00 26,813 . 00 Air-brake equipments 151,410 . 00 149,896 . 00 Total $3,896,265.00 $2,915,060.00 MOTOR EQUIPMENT. 2-motor equipments $ 689,624.00 $ 528,719.00 4-motor equipments 1,052,069 . 00 972,575 . 00 Extra controllers 1,260 . 00 1,260 . 00 Extra armatures 22,680 . 00 22,680 . 00 Grips (included with grip cars) Electric heaters and equipment.. . . 83,261.00 79,037.00 Stoves 20,081.00 14,056.00 Pintsch gas equipments 19,635 . 00 16,690 . 00 Total $1,888,610.00 $1,635,077.00 Total for Rolling Stock... $5,784,875.00 $4,550,137.00 CARS AND CAR EQUIPMENT-SI' M M AliV . 199 CARS. SUMMARY. (Group Totals Include 5% for Organization, Engineering and Incidentals. Cost I' resent New Value 454 car bodies, electric, closed, sin- gle-truck $ 655,331 . 00 S 388,503 . 00 406 car bodies, electric, semi-con- vertible, double-truck 1 ,336,335 . 00 1 ,270,868 . 00 430 car bodies, electric, open, single- truck 426,589 .00 261,520 . 00 237 car bodies, grips, open, includ- ing trucks 248,850.00 *102,029.00 259 car bodies, trailers, closed, in- cluding trucks 314,606.00 200,115.00 284 car bodies, trailers, open, includ- ing trucks 236,565.00 *106,446.00 9 car bodies, miscellaneous 11,550.00 *7,602.00 82 car bodies, sweepers, salters and snow plows 49,455.00 40,969.00 116 car bodies, work cars 64,558.00 40,526.00 Total $3,343,839.00 $2,418,584 00 *NOTE — If cable equipment is not considered as part of an operating systoni, the foU.nving deductions are to be made from the present value: Deduct Total % From Depreci- Present ation. Value 237 grips 80 % 52,258 .00 265 trailers, open 80 55,120.00 19 trailers, open 80 1,197.00 2 mail cars 80 441.00 149 trailers, do.sed 80 (2,021 .00 $171,037.00 MOTORS, TRUCKS AND MISCELLANEOUS EQUIPMENT. SUMMARY. With 5';; for Organization added to Total Cost New and Present Value. Cost Present New Value 1665 trucks S 372,792.00 $ 319,767.00 985 motor equipments 1,765,633.00 1,525,234 .00 Miscellaneous equipment 302,611.00 286,552.00 Total $2,441,036 . 00 $2,131,553 00 200 EXHIBIT IV, SECTION 4-A. iZi o H Q vi 1-3 <1 Q 1— I M O Q U u CO o (4 O Eh C/2 o P-H P4 IZi M 1-3 M fi C; Ol 'M "M ^^ 'M C^l 03 s^'HHi' ^ ;^ c» ;^ ^ ,:» 'X' ^.s_--^ cc rc CC OC CC cc CC w :£ - O C-j ^ .-^ ,x GO 00 ^ Cr. r— T-< j;^ 05 Oi CC 'M CC CC C^ c^ C^ ">! 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CO ~f '-t^' O ^ cT o c: CO (Jj iH Ci*i I-^ o CQ ^ o w w c;^iO cT cc t^' o* — " lO O CC X CO --^ r-^ CO o o o c::; o ^ c c o o o o ■■g .S QC X (M 'T lO =^S C^ C^ CO cc— ' " c-^ CO c: to O o r-T ■^ cc rc o ■SJOOQ ^ ^ ^ ^ M i >. -»^ -t-' CX) t^ GC to ■^ Tf "^ TT* O o o '^ cc cc cc ^ ^ _'^ m in a. . -^ fci ,, c Coo 7:10 ^mm^ ^ r^ CO S (M'CO '^ ^ 00 CC' o^ ^ r^ ^ ^ ,-H cvi — X r- Oh--2 OJ I ^ i- — ^ s ;^ ^ CZ2 .^ fci: ^ "C g ^ m .^ .— eS 05 "~J (D .2 ci X ^— ^ Oi _o x ;_, r-* -4— > ZJ «-^ c -— -2 c w "o Q _o CO ^-lp^ H . > ;-< -^ 15 M as 1—1 P3 » <'^ s g fc H s^i;3g as 8|STY ^ cy 3 M Seat- ing Capa- city !Z3 15 <5 g _d w ° 1 — 1 in -^"k S £3 -1-^ "^(-H ►S C5 1 — 1 iz; M C! h4 .^H h1 :3-o G«0 P? c^ s-l-l n d d z; CO o o 00 •S-g 00 t- %aA^ S;B3g M PLI O ' -^fM fQpQ o o 10 »o d d M • >— ' . rH A CD PQ (N (M < fl rt o o dd dd 10 o CO >— I 10 CO 0000 ->-' « O O 10 'O a-g CO !M'0 Ol ^^ ^^^'-^'■^- 8-20 ^ S.'S CO CO "* '* 00 rt ^ S-H • 'S ■4^ ^ ■ ■ -t^ OJ . ^^ M ^ • 9 ^ -, > '^ rt CJ —TOO ^ p ,- • — 1 •r-' C ;^ s-i 1^ m ■\^ -1-3 ^--^ PH--t q; O) --H c3 a; o; bfl-t-i tH „ -SJtJH ,— 1 Cr-, o ^ 3 c3 3 5 C3 b/j O c3 - hJO o „ O O) c5 »2 m Qj CARS AND CAR EQUIl'Mi:.\T. 203 O »0 O O CO o CD O 00 GO ^ GO lO ^ O -— I 01 (M €^ 00 1-1 o cT CO fMOOt^OOOOiOOOOOO'-i ■go --< O CO C/j O O --^ 1^ C CC O O X X X' g^ cq_ <>) CO -^ o — 1 cc fM -r i^_^ io_ »o 0-1 1^ -M ^> co" CO cT —-' oJ oi O O O o o o O »0 O lO lO ut) tP^ ^^ (M TP (M CO o6~ co" 'Tt^'" o o o OOOOOOOOOOiOOOOuo loooiooooooooioioor^ (M Uti '^ t^ O Ol Ct CO CO '-^ — l^ CO CO CO ^ CD ^ CO c: CO O O O O lO "O .■S g lO "O O »0 1^ (M Og.2 O O O O lO O § ^ s O -^ M 0) , CD C/2 bJD Oh O S ^ W CO 02 t/j -§,=^ CD CO CD CO ^ I '—I 10 Z o lOOOOOOOOOOioOoOiO (M O O 10 O O O O O O "M — • ic O I^ TfilOOt^lOO-lCiCO'— COCDl^COCOCO €/& &^ °- a 1—1 01 CO CO OiOO»OOOSOOiO GO O >.^ o -C3 O bJO i5 O O ^ bJO CO ^^1 O CO &5 ^^ S o -3 o ^'o O ^ c»^ "^ — ■ O O g ,^ j_ O bfi bjO d QJ QJ OXJ CO CO _, ^ CO CO D-i >. i3 rt p &H CI. =, o _^ ^ ^ "^ o o ^ >> to CO O ~ O O CO to jo c3 - "^ ^ -C3 bC C > O bJD ^ ^ r^ ^ ' — ! r^. C -r^i:? — ' -^ ■-US T-( (N CO CO "-< S <1pqoQH 13 CO CD CO '-I I— idi— iT-H^Hcor-iO'— I 204 EXHIBIT IV, SECTION 4-1. \0 O-O'^CCCO'^OcCOt^OiO o o CO Oi lO 00 CO SOOOOOOOOO ZiOOOOOOcOO -^ lO O iO t^ (M 6 §^ O' O CO o o o o fM '^ O O lO O O t-^ ^^ CO r-H OQ lO 00 ■^^ T-T CD -S o O O O O lO eg l-^ O O CO ^ ^£ oi CO »-o OcDOOO'OOOOw ^ r-i -— I CO T-H cvq iO 3 •J3 ps.i C c o feSas CO c^ (N a o O Eh iz; ■o H 3 a g Pk M c P o 1 O" H 1 CO Q < • ^ u o o o o >o o o o (M CD^ Tti I> lO C^ (M >o~ c4~ x" O^f '-O" o O to CO &£ lO O lO iQ »-0 lO to 1^ o (M r^ t>- ?o CO C^ (M (M (N (M (M Q S.2 kO lO o lO := (M CO Ji o O ^" o C "^ a o ti 2 ^ '^ <^ -M _g re "bJD CD CO (M '* lO r^ Tfi CO ■^ CO CO O O --^ 00 -— CO — ' ^ iM (M CO ■*! '* CO CO 206 EXHIBIT IV, SECTIONS 4-K AND 4-L. OOCDOCOuOiOOC^COOO'— iGO "SuOO^CiiOCMt^iOt^cOOOGOO) 1— iT-Hco'MOcsaotM .GOi-^C:OCitOCC>CO(M 1-H,— lOO^CCOiO 0»0 M Eh t» I' c M < b* O u 02 U Q iz; to'icT I o 00 ^ «> 00 ■S IX CD DO r-i t^ lo CO 00 l>>_^CO^CO_ c^ko'co" rfi 1> i-H O CO lO O C5 (N ■* i> 1— I o o 00 00 C4 O O • O t-- lO '^ (M . lO (M --H . CO O o.S iC lO lO o CO ooooooooooS ^ ooooooooooc ssassssssss v^ o:i I ' I I I ■ ' I < I I C ijr-t^OC^O^OfMiCCOC: CDCOCO'— 11— i00»O -^ ICO(MOt-i. C:o Oi-HiMiC ^ (N r- T-^ ^ ■ " p; "^ .^ POWER PLANT DEPRECIATIONS. The following annual rates of dcpivcialiiHi have hccn used as a basis in depreciating the power plant e(iuipiiieiit . Apparatus has been depreciated at these rates down to 209^' of I he wearing value, the wearing value being detennined by subt i-acting the scrap value from the cost new. All powei' plant e(|uipnient has been considered as worth 20% of its wearing value as long as it is in operating con- dition. Engines, Corliss, slow-s])ee(l ;^ to .V o Engines, automatic, high-speed ."> to 10% Cable-winding machinery. 3% Generators, direct-connected, modern . 5% Generators, belted (depending on date) . : 5 to 10% Traveling cranes 2% Switchboards and all wiring 2% Piping ^ 3^% Pumps 5% Heaters, closed 6 to 10% Heaters, open 3% Breeching and connections, brick 5% Breeching and connections, steel 10% Boilers and settings, horizontal, tubular 10% Boilers and settings, water-tube 3 . b% Grates lO''; Coal-handling machinery 6% Ash-handling machinery 8% Combined coal and ash-handling machinery ... 7% Storage bins, steel 3 to 10% Miscellaneous items 5% Stokers. — The fixed parts depreciate very little and the moving parts and the grates very rapidly. As the moving i^arts are renewed and maintained in good condition, all stokers in operation have been depreciated 25%. EXHIBIT V, SECTION 5-A. . EXHIBIT V, SECTION 5-A. VALUE OF CABLE POWER PLANT EQUIPMENT COMPLETE. SUMMARY. Cost New Present Value 21st ami State Streets $314,454.00 $181,522.00 52nd and State Streets 156,021 .00 77,959.00 55th Street and Cottage Grove Avenue. . . 182,698 . 00 99,424 . 00 Total Value of Cable Power Plants $653,173.00 $358,905.00 CABLE POWEK I'LAST IKjl ll'MEST. TWENTY-FIRST AND STATE STREET CABLE POWER HOUSE. VALUE OF POWER PLANT EQUIPMENT COMPLETE. FIGURED AS PART OF AN OPERATING CABLE RAILWAY. CONDITION OF PLANT. The Hazoltoii boilers are in fair condition, and with the return tubular boilers have been depreciated to a going value, i. e., 20% of their wearing value. The Babcock and Wilcox boilers are in good condition. The twin, 36-in. x 72-in., Wheclock engines are in good shape. These engines were first installed at Cottage Grove Ave. and 55th St. in 1886, and removed to 21st and State Sts. in 1892. In 1900 new cylinders and valve gears were installed. The depreciation on these engines is placed at 25%. One twin, 30-in. x 60-in., Wheelock engine was installed in 1886. In 1904 new valve gears were installed on these engines. Deprecia- tion 20 years at 3.5% per annum (70%), plus an allowance of 10%, made for repairs, equals 60% total depreciation. One twin, 30-in. x 60-in., A\'heelock engine was installed in 1888. In 1905 new valve gears were installed on this engine. Deprecia- tion, 18 years at 3.5% per annum (63%), plus an allowance of 10^~< , made for repairs, equals 53%, total depreciation. General condi- tion of plant is good, considering its length of service. Entire change in shafting and gears for cable luaehineiy was made in 1899. The two B. c^^ \V. boilers were installetl in 1882 and reconstructed in 1892. The six tubular boilers were installed in 1892 and the two Hazelton boilers were installed in 1888 and r<'coii- struct3d in 1892. Coal conveyor was installed in 1892. 228 EXHIBIT V. SECTION 5- A. DETAILED EQUIPMENT. 4 30-in. X 60-in. Wheelock single-cylinder engines arranged in two twin units, one twin unit with one 75-ton fly wheel and the other unit with one 45-ton fly wheel. Both units gear- connected to cable-winding machinery shaft. 2 36-in. X 72-in, Wheelock single-cylinder engines, arranged as a twin unit, with two driving pulleys on one shaft, pulleys 25-ft. diameter, 5-ft. face. 2 driven pulleys, 32-ft. diameter, 5-ft. face. 2 leather belts with cotton top, 56 in. wide x 200 ft. long, each. 1 16-in. shaft extension, 122 ft. long with 3 couphngs. 4 sets of cable-winding machinery complete, with tension carriages and drums. 2 600-hp. upright Hazelton boilers with Roney stokers. 4 125-hp. return tubular boilers with Roney stokers, 2 150-hp. return tubular boilers with ]\Iurphy stokers. 2 500-hp. Babcock & Wilcox water-tube boilers with Murphy stokers. 4 1000-hp. closed heaters. 1 10-in. X 7-in. x 10-in. Worthington duplex pumps. 1 12-in. x 8-in. x 14-in, Wells duplex pumps. 3 Schaeffer & Budenberg exhaust steam injectors. 1 brick stack, 9 ft. diameter x 140 ft, high, 1 brick stack, 7 ft. diameter x 125 ft. high. Coal and ash-handling apparatus. CABLE POWER PLANT EQUIPMENT. 229 21 ST AND STATE STREET CABLE POWER STATION. 230 EXHIBIT V, SECTION 5- A. h4 Pi O o M P o» Eh iZi <{ O 9^ n < 03 H M , O O 'M , c = O O »0 K "■- CC O iM -' <^ 1— I CO o CO 1 CD X X £§ 000 C^O^O_ ©■s Q-S I^^lO^r-T o 10 CD CO X O .J. Q.. a, ^ -c; ^ bJo bJO C <=^ 53 ;5 M £ ° '3 '^ S ^ -' O; 10 c? 10 10 , C^l Ol LO ^> '^^ co" ^ , '^ CD ^^ ^H s^ x^ t^ LO 1 01 t^ rjH X 1 CO CO X 1 0" ^ OI 01 CO ^^ T-H ^ 1 ^ irp 1 r^ t^ 1 »o * l>-^ CO '^'^ co" CD O) IM <>3 €/^ ^ »o t- ■ 1 I^ •^ O: Ct o_ : ! 1-^ ■ i -^^ 01 (N t^ • 1 ^ -^ l> t- ■ i "* I^ CD D' : 1 10 X^ ir 5 1 Til 10" :/ 'J TjT X J tH Ol CO ^ €©• bJO 1^ as CAULK roWER PLANT EQllI'MEST. FIFTY-SECOND AND STATE STREETS CABLE POWER PLANT. VALUE OF POWER PLANT EQUIPMENT COMPLETE. FIGURED AS PART OF AN OPERATING CABLE RAILWAY. CONDITION OF PLANT. The four 24-in. x 48-in. Whcelock engines are arranged in (wo twin sets. They were instalknl in 1887. These engines were originally in the 21st and State street plant where they were first put in service in 1882. The three Hazelton boilers are in but fair condition. General condition of plant is wry good considering its length of service. New cable-winding drums were installed in 1887. DETAILED EQUIPMENP. 4 24-in. X 48-in. single cylinder Wheelock engines with two diiving pulleys, 24-ft. diameter x 50-in. face. 2 driven pulleys, 24-ft. diameter x 50-in. face. 2 belts, leather with cotton top 48 in. wide x 175 ft. long. 2 sets cable-winding machinery with tension carriages and winding drums complete. One extra cable I'un with space for tension carriage. 1 set cable-winding machinery complete stored at the plant, but not installed for service. Valued at unit price of a cable set, Itss cost of erection. 3 3()()-hp. upright Hazelton boilers with Roney furnaces and stokers. 2 closed feed-water heaters. 1 12-in. X 8-in. x 14-in. Wells duplex ])uinp. 2 exhaust steam injectors. Coal and ash-handling apparatus. 232 EXHIBIT V, SECTION 5-A. 52ND AND STATE STREET CABLE POWER STATION. CABLE POWER J'LAXT lAjr I I'M l-:ST. EH >A O o H » M c H iz; o » •J n o! H H E-i ^ »— o o 1^ o cr. OCDCit^XCOO"^ O O rt< O-l C^] c-l OI -t' o r^ -f lo c o o CO' CO '^^ O to CO C: CO X O X CD lO O O C^l CO o o CO lO ,-, CO OiOCOCDOOiO lO X lO O iO i-O O '- CO^CScOt-.-COC^lCO'-^ o Tfi T-T o lo' ^ oi M s fcXJ CC cr. ;-* P M ;^ « 0) (D 1> •r^ 5=J3 Js O »^ c a o "*-* ■-=: j= , , C^l X, tK ^ O i- > C OJ SJ ^ "^ cl ^ ■ ' c« :^ ii — c ■ • bjo .S >: +-> o -^ c <" o ^« rt CO c/-' »- « ^ • M m Ho bn Ch K :c y: > 5 1^' o .S - c ^ ^ 1 1 - CF> X 1^ X iO "* X o ^. o l^' t-T Xr t- €» X r^ iO c lO -f "+ X c; o t>.' o CO X- €^5 CO lO ,^ Ol CO CO- CO o^ CO o t^" x^ X- tT* Ol CO x^ ^ CO ■ ■ CO X- €^ o lO l^ X '^ ;;::' *— ^ ^— ^ *— ' ^M x^ ^ -*! t^ ^ iH s CO X C4 x_^ o ^ 1— r -* «o ■^ ■^^ IO X o — o .^ .- ^ 234 EXHIBIT V, SECTION S-A. FIFTY-FIFTH STREET AND COTTAGE GROVE AVENUE CABLE POWER HOUSE. VALUE OF POWER PLANT EQUIPMENT COMPLETE. FIGURED AS PART OF AN OPERATING CABLE RAILWAY. CONDITION OF PLANT. The three upright Hazelton boilers have been depreciated to a going value, i. e., 20% of their wearing value. They are near the limit of their life. The two 38-in. x 72-in., Wheelock engines and plant equipment in general are in good oj^erating condition. Engines and boilers were installed in 1887 and reljuilt in 1894. DETAILED EQUIPMENT 2 38-in. X 72-in. single-cylinder Wheelock engines with two 65-ton fly wheels. 3 sets cable- winding machinery complete with tension carriages and winding drums. 3 500-hp. upright Hazelton boilers with Roney stokers. 1 2,000-hp. Hazelton feed-water heater. 1 1, 500-hp. Hazelton feed- water heater. 1 12-in. X 8-in. x 12-in. Wells duplex pump. 4 exhaust steam injectors. CABLE POWER PLANT EQUIPMENT. 2:Vt 55TH STREET AND COTTAGE GROVE AVENUE CABLE POWER STATION. 236 EXHIBIT V, SECTION 6-A. vA O O H SZ! Ph M c Eh iZi -3 PQ o C5 -— ^M> £/=- TJH r co' co" CO r-H o -^ O' o r^ t^ c: 10 o 01 CO 10" CO^ T— ' C't --^ O O ^ GO o o ^H t^ C^ CO O 10 co^co_^LO t^^"*^<^ CD r-( O CD CD 0-1 O O' O O CO ^ 10 O CD Ci i— t CO O CD O O C O ■-H CD o ^ "O to O CO CO CO >o 01 O S >^ S ^ > ~ C3 ® ^ '^' Ci ^^ s S of' . , o .s c . s c2 a So ?^ O CM 'GO S - o bJD - O bJD 3^ 5r; y) r; o --H -^ -T^ c^ °i ^ C "^ rt r5 S '^ ' — ! C 'rl rr ^ n ViS r^ to c: : Tj« CO GO cc C4 10 CO^ c "*- o~ o- oT Oi O) ^ 1 ^ rt^ C5 ! GO CO r— ( 1 "O CO I> t^ 1>^ CD*" t- GO ^. 1 ■<* '*! c '^ CO t^ t^ T— 1 t^ to CM^ 1-^ to !-» co" I> 00 ifc 1 GO CO 'M CO (M CO •^ ^ »— 1 CO to t^ 1—1 *— 4 i/r . ^ CO CD CD CD (N CD^ *■ CD_^ oT (>f 1-H T— < t/r €^ 1— 1 OS o- 00 l^ GO c Oi. CD^ 0^ cc . «o T— I co'~ cc ef CD I— « ^ .s ^ S ^ S h6 b£ o ■ ? o cj rt O I S 2 ^^3 bXJ M <^ C 2.S g'^ t^ bX) CS o bjoir. CABLE POWER PLANT EQIIPMENT. TOOLS AND MATERIALS IN CABLE POWER HOUSES. SUMMARY. Cost Present New Value 21st and State Streets Sl,729.05 $1,210.34 52nd and State Streets 483.70 338.59 55th Street and Cottage Grove Avenue 1,404.35 983.04 Total Value $3,617.10 $2,531.97 238 EXHIBIT V, SECTION 5- A. TOOLS AND MATERIALS IN CABLE POWER HOUSES. TWENTY-FIRST AND STATE STREETS. Cost New. 1 work bench $ 10 . 00 1 "P. Parker" n.aciiiuist's vise 11 .00 2 toolboxes 12.00 3 14-in. monkey wrenches 3 .00 4 machinist's ball pene hammers, H lb. 2.00 20 cold chisels ' 1 .60 5 14-in. files .75 2 tool cabinets 5 ft. x 5 ft. x 14 in 20.00 50 lb. old brasses 5 . 00 100 lb. old and new stud bolts 4.00 8 reamers, 1-in. to i-in 20.00 14 twist drills, 1-in. to 2-in 26.00 1 boiler maker's ratchet 6.00 1 24-in. carpenter's saw 1.00 6 tin oil cans, ^-pint .30 6 pipe taps, 1-in. to 2-in 3.60 20 lb. Vulcabeston packing 5.00 500 sheets emery cloth, 15-in. x 12-in 3.00 1 carpenter's spirit level 1 .00 9, whitewash brushes 2 . 00 10 1^-in. brass globe valves 22.50 8 |-in. angle valves 6.00 20 2-in. globe angle valves (old) 32.00 60 Scotch gauge glasses, f-in. x 18-in 5.00 50 ft. rawhide belt lacing .50 1 engine lubricator, i gal. (old) 10 00 1 ^, " " I " (old) 7.00 2 S. Avrenches, 20 in. long 80 1 C. 1. ladle, 1 qt 2^50 1 home-made hack saw, 20-in 1 .00 3 pair 12-in. calipers (plain) 1.50 8 10-in. S. wrenches 2.00 20 lb. tool steel lathe tools (10 tools) . 2.00 1 cupboard, 4 ft. X 3 ft. x 18 in 8.00 100 lb. rainbow packing 50.00 150 16-cp. incandescent lamps 24.00 1 cupboard, 4 ft. X 5 ft. X 18 in. s'oo 4 seaweed brushes, 20-in. long. . . .80 6 rubber-edge scrub brushes 2.00 20 ft. i-in. X 5-in. Peerless pump packing. . 1.00 10 lb. small machine bolts .30 30 ft. f-in. rubber hose 3.60 35 ft. f-in. X f-in. Peerless pump packing 2.00 200 lb. lead gaskets 10.00 20." " " 1 00 50 ft. 2-in. X |-in. leather belting. . 5.00 1 pr. chain falls, 1 ton cap 14.00 2 r2-in. jack screws 3 .00 5 2-in. miscellaneous pipe fittings. .30 1 2-in. tube expander • 2 . 00 1 1-in. tube expander 9 oo 100 lb. bolts 3 00 20 li-in. brass globe valves (old) 14^00 1 pr. tin snips, 20-in 1 60 1 Goodall breast drill 2 ! 60 1 8-in. ratchet brace. . . 80 50 lb. small pipe fittings . 1 . 50 7 pipe taps, 1-in. to i-in 2 ' 50 CAULK POWER PLANT LQUIPM EXT. 239 TWENTY-FIRST AND STATE STREETS— Continued. Cost New f) machine plug taps, 1-iii. to J-in. . S 2.o() 4 belt punches 1 . 20 1 pr. r2-in. calipers ,,",0 1 gasket cutter, radius o 1.1. ,.")() 1 valve reseating machine. 7."). 00 1 steam gauge tester 80.00 1 apothecary's balance . 4C .00 1 small chemist's oven 10.00 1 thermometer I .()() ,5 "Bunsen" gas burners. 1.00 1 "Parr"calorimeter .').()0 1 Paragon motor, 1/16-hp. 10.00 2 steam gauges. . 10.00 1 testing'bench 20.00 1 de-sicator . . 1 .00 1 pair tongs. . . .20 4 brushes 20 1 motor, small (porcelain). . . .')() 19 porcelain crucibles 1 .(10 8 platinum crucibles. . . i.'j.OO 1 flask .10 3 qt. flask Ban crucible .40 1 qt. " H E L " .40 5 gal. peroxide " . . 1 .00 3 laboratory test-tube stands 1.00 1 roll-top desk 20.00 1 rotary desk chair 5. 00 2 flat-top desk 10.00 1 cabinet 5.00 50 lb. graphite 10.00 3 cupboards, each, o ft. x 5 ft. x 18 in 24 .00 Cable wrenches and splicing tools, 1,200 lb. iron and 300 lb. tools 60.00 1 cabinet with drawers, 3 ft. x 3 ft. x 18 in 8.00 100 lb. small tools (wrenches, home-made chisels) 10.00 6 supply cupboards, 6 ft. x 6 ft. x 18 in. 60 .00 .500 miscellaneous pipe fittings, 3-in. to 1-in 50.00 500 lb. crowbars and picks 15.00 2000 lb. cable machinery wrenches . 100.00 2000 lb. special iron tools 100.00 2 machinist's vises 22.00 1 pipe vise (Crane Co.) for 2T^-in. i)ipe 2.00 3 bbl. cyliiwler oil 28.00 2 bbl. engine oil.. 10.00 50 lb. hard oil 2.50 4 stone jacks 100.00 3 hydraulic jacks, "Stilhnan," 3-ton 120.00 18 pair blocks, 10-in. to 4-in. for 2-in. to 1-in. rope.. 18.00 1200 ft. 2-in. rope, manilla 144.00 750 ft. U-in. " " -'lO.OO 650 ft. 1-in. " " 26.00 350 ft. i-in. " " 10.00 200 ft. li-in. steam hosL' 22 .00 1 5-magnet telephone ringer, belted to engine shaft 5.00 6 tons piping, radiators, sheaves and scraj) iron (scrap value) . 72.00 Total Cost New -^ ^'T^^ 9^ Depreciation, 30',, . ,)1S. / 1 Present Value • • $ 1,210.34 240 EXHIBIT y, .SECTION S-A. FIFTY-SECOND AND STATE STREETS. Cost New 1 tool cupboard, 10 ft. x 8 ft. x 12 in $ 14 .00 1000 lb. cable wrenches and crow bars 60 .00 1 cook stove 30 . 00 1 grindstone, 2 in. x 12 in 3 .00 1 machine vise, Parker , 1 1 . 00 1 W'ork bench, oak top 8.00 3 20-in. files .60 1 20-in. wood rasp .20 20 lb. cold chisels 1 . 60 1 hand drill press S . 00 1 pipe rack, 150 l^V-in. pipe and 100 fittings 12 .00 1 anvil, 150 lb. . . ." 12 . 00 1 portable blacksmith's forge, 10-in. blast fan 12 00 1 ladle, 1 qt 1 .50 200 lb. bolts 6 00 1 waste press (home made) 25 . 00 10 lockers, 12 in. x 12 in. x 5 ft. higli wire doors and No. 16 iron cover 30 . 00 2 boilermaker's ratchets 12 . 00 20 machine taps, 1-in. to ^-in 6.00 6 twist drills, |-in. to ^-in 3 .00 50 lb. stud bolts ' 1 . 50 5 pr. 24-in. pipe tongs 5.00 100 special iron tools 10 . 00 12 lb. Hercules metallic packing -1 . 00 2 sets stocks aiid dies complete, 2-in. to |-in 12 .00 2 Judson pipe cutters, 2-in 2 . 40 1 18-in. monkey wrench 1 .00 1 pair 12-in. pipe tongs .50 25 lb. cold chisels .80 1 pr. 36-in. pipe tongs 1 .00 4 rim wrenches, 800 lb 60 . 00 1 machine bench vise 11 .00 4 ball pene hammers, l^ lb. each 2 .00 8 pair 16-in. nippers 8 .00 8 spikes, 40 I'o. tool steel 4 . 00 10 brasses, 10 lb 1 . 00 55 lb. rubber cushions *. 10 .00 6 corn brooms 1 . 00 3 balls, Marlin 1 . 50 6 scrub brushes 1 . 00 40 bars soap 1 .00 50 1-Ib. cans lye 5.00 2 cable strain clamps 4 .00 3 strand shears 3 .00 12 cable clamps 6.00 2 pair come-alongs 6 . 00 1 pair 15-in. pipe tongs 1 .00 1 .ship capstan 50.00 1 bbl. cylinder oil 9 . 30 1 bbl engine oil 4 . 80 Total Cost Neiv $483 . 70 Depreciation, 30^ 145 . 11 Present value $338 . 59 CABLE I'OWEH I'l.AST KQllI'MENT. 241 FIFTY-FIFTH STREET AND COTTAGE GROVE AVENUE. Cost New 4 ball pene haininer.s $ 2 .00 8 pair 16-in. nippers 8.00 8 spikes 4,00 1 flat wrench 2 . 00 1 trimo wrench, ;^G-in ;i . GO 1 " " 18-in l!lO 15 S. wrenches 3 . 00 5 crow bars 7 . 50 1 24 lb. sledge 1 . 20 5 10 lb. sledges :i . 50 1 jack screw 5.00 1 stone jack 25.00 7 differential rings 200 .00 3 cable sheaves, 12 ft. long, S in. iliameter 675.00 1 hand-power drill press 8 00 1 pipe rack 12 .00 1 anvil 12.00 1 blacksmith's forge .• 12 . 00 1 wardrobe, 7 ft. x 4 ft. x 18 in 15.00 200 ft. 2-in. manilla rope 24 .00 4 steel wheel-barrows 20 . 00 3 tension clamps for cable splicing. . . 1 .50 3 pair strand cutters 3 .00 1 tool cabinet, 4 ft. X G ft. X 18 in 5.00 1 cupboard, 4 ft. x 6 ft. x 18 in 4 . 00 2000 lb. scrap iron and pipe 12 . 00 2 bbl. cylinder oil 18 . 50 1 bbl. engine oil 4.80 1 ship capstan 55 . 00 12 cable wrenches 25.00 1 8-in. block, wood 2 .00 1 5-in. block, wood 1 .00 150 ft. l^-in. rope (new) IG.OO 7 cable wrenches 5 .CO 1 clamp (G-in. jaw) 5 . 00 •1 ladle, i-gal. .' l.CO 1 ratchet GOO 1 blacksmith's flatter .40 10 cold chisels 2 .GO 1 bench vise 11 .00 2 pair pipe tongs, 30-in 3 .00 2 Judson " 1 " pipe cutters 3 .20 2 stocks and 1 complete set dies, 2-in. to ^-in. 10.00 _ Set taps, ^-in. to 2-in., complete 3.00 1 pr. pipe tongs, 24-in 1 00 1 pr. calipers, 18-in 1 G5 GO ft. 24, -in. belting, new 10.00 1 plane, 24-in 1 .40 1 saw 1 .00 200 lb. bolts G.OO 100 Edison IG-'p. lamps IG.OO 18 corn brooms 3 .00 12 new shovels 9 .00 200 lb. Rainbow sheet packing. 80.00 15 lb. flax packing 1 . 00 30 lb. asbestos. 7 . 00 20 1^-in. pipe flanges 3 .00 1 grindstone, 2-in. face, 24-in. diameter 3 .00 1 waste press 20 .00 Totnl CoRt New $1,404 .35 Depreciation, 30^ 421.3] Pref:crif VaJue $ 983 C4 EXHIBIT V, SECTION o-B. EXHIBIT V, SECTION 5-B. CABLE POWER HOUSE BUILDINGS, INCLUDING STACKS. EXCLUSIVE OF REAL ESTATE. SUMMARY. Location Cost New Present Value 21st and State Streets S 92,402.00 % 56,825.00 52nd and State Streets 58,421.00 41,772.00 55th Street and Cottage Grove Avenue . . 58,231 . 00 41,635 . 00 Total Value $209,054.00 $140,232.00 CABLE POWER PLANT BUILDINGS. 243 CABLE POWER HOUSE, TWENTY-FIRST AND STATE STREETS. BUILDING, INCLUDING TWO STACKS. Masonry : Building $37,532.00 Stacks, brick, 1 140 ft. high ) 1125 ft. high I ''''^''■'' $50,782.00 Cut stone and tile 1,255.00 Steel and iron 4,735.00 Carpentry 15,934.00 Roofing 1,274.00 Plastering 2,778.00 Plumbing 1,680.00 Heating 62.00 Lighting 1,650.00 Paintins; 200.00 ),350.00 Organization, engineering and incidentals, 15% 12,052.00 Total Cost New $92,402 .00 Depreciation based on building having been built in 1881, 25 years @ 1.5% per year = 38.5% 35,577.00 Present Value $56,825.00 244 EXHIBIT V, SECTION 5-B. CABLE POWER HOUSE, FIFTY-SECOND AND STATE STREETS. Cost New Masonry $33,784.00 Cut stone and tiling 998 . 00 Steel and iron 11,545 . 00 Carpentry and mill work 2,431 .00 Roofing 1,026.00 Plumbing 420.00 Heating system 100.00 Painting 200.00 Lighting 297.00 ),801.00 Organization, engineering and incidentals, 15% 7,620.00 Total Cost New $58,421 .00 Depreciation based on building having been built in 1887, 19 years @ 1.5% per year = 28.5% 16,649.00 Present Value $41,772.00 CABLE POWER HOUSE, FIFTY-FIFTH STREET AND COTTAGE GROVE AVENUE. (Building only, stacks being part of Hazleton boiler setting.) Cost New Masonry $32,326.00 Cut stone and tihng 1,199.00 Steel and iron. . "^ 12,283.00 Carpentry 2,868.00 Roofing .^ 810.00 Plumbing . 420.00 Heating. 100.00 Paintino- 200.00 Lishtino- 430.00 $50,636.00 Organization, engineering and incidentals, 15% 7,595.00 Total Cost New $58,231.00 Depreciation based on building having been erected in 1887, 19 years, @ 1.5% =28.5% 16,596.00 Present Value $41,635.00 ELECTRIC POWER PLAXT EQIII'MEXT. 245 EXHIBIT V, SECTION 5-C. ELECTRIC POWER PLANT EQUIPMENT COMPLETE. SUMMARY. Location Cost New Present Value 21st and Dearborn Streets $256,452 .00 $225,175 .00 52nd Street and Wabash Avenue 392,019 . 00 263,773 . 00 49th Street and Oakley Avenue 425,545 . 00 280, 153 . 00 Total Value Electric Power Plants $1,074,016.00 $769,101.00 246 EXHIBIT V, SECTION 6-C. TWENTY-FIRST AND DEARBORN STREETS POWER PLANT. CONDITION OF PLANT. Plant installed in 1902-3. The two 32-in.x 60-in. single cylinder Wheelock engines were built in 1899 and placed in operation in 1902- 3. The 30-in. x 62-in. x 60-in. Fulton Iron Works horizontal cross compound engine was placed in operation in 1903. Engines are all in very fair condition. Four Babcock & Wilcox water-tube boilers are carrying 125 lb. steam pressure and three Babcock & Wilcox boilers 150 lb. Generators, boilers and plant in general are in good ope- rating condition. Coal conveyor was installed in 1904. DETAILED EQUIPMENT. 2 units, 32-in. x 60-in. single-cyhnder Wheelock engines, direct connected to 650-kw. General Electric 525-575-volt generators. 1 unit, 30-in. x 62-in. x 60-in. Fulton Iron Works cross compound Corliss engine, direct connected to a 1200-kw. General Electric o25-575-volt generator. Switchboard consists of: 1 2100-ampere generator panel, double-pole. 2 1800-ampere generator panel, double pole. 6 1800-ampere feeder panels. 3 1200-ampere feeder panels. Gravity oiling system with 2 Turner oil filters, 100 gal. each, also oil pumps. 7 Babcock & Wilcox water-tube boilers, 500 hp. each. Stokers: each boiler is provided with B. & W. chain grates. 3 Hamler feed-water heaters. 2 9-in. X 6-in. x 10-in. Worthington vertical duplex pumps. 2 10-in. X 7-in. x 10-in. Worthington duplex pumps. 2 self-supporting steel stacks, one 14 ft. in diameter, 178 ft. high, steel breeching and one 10 ft. in diameter, 168 ft. high, brick breeching. Coal-handling apparatus: 7 coal hoppers, 300 tons total capacity. 1 coal conveyor, 416 ft. long, motor-driven, link belt. 1 motor-driven coal crusher, 1 coal-receiving chute. ;L ash hopper, 20 tons capacity. 1 ash chute. ELECTRIC POWER PLANT EQUIPMENT. 247 21ST AND DEARBORN STREET ELECTRIC POWER STATION. /¥-r % Soi/er-jPoom t-- D — r •> 1 I : 1 1. n "0 K e 7 1 1 1 u ^ .9 1 Hi 1 a Engine ffoom SX >^ 6<5> •0 JQy^&Z'^ M^ I I 3 EXHIBIT Y, SECTION 5-C . o ^ 3 lO 1^ o r^ c; o o t::; 'y:' '.S tc LO o — t- c:: 1-- CO O X o -* — t^ O C: i-O n« H c; rv~ r^ a X 2 c »o lO U 'T o g ~ S"*^ cT lb (^ a ^ ^T M P c » EH rt ^ CC 15 ll o X^ Hi o *^ (m' --r" 04 xf^ tf H ^ o t^ o (L| y C:. g5 CI t^ O S lb Eh U U h] » ^ C- GJ Eh 03 3 X pil 5 C3 cc H ffi> -Tf^" X -+ lO ^- !>• C) -t t- CT. c: -- X lO — Cl X CI --j^ cc vD ',o O. '-' t- c: x' '^ X cr. cc 03 !zi (4 O n < Q Q < Eh 09 PU Ht Em H iz; H i^ H &. ^ fl .^ 2 c^ o X t- cr. o X -- -^ X o T^ X t^ o c; cc o C-1 o X 'M C-1 C5 O Ci t^ l>-_^ '^ Ol CD^ r- _^ Xj^ ^_ T-*' "tT CC f-^ ^^ C^l CC' CC O to CI >— ^-i O — IC '.-1 ^- lCl lO l^ C^l — -T lO -'^ 'M CI O O lO --^ '- o lo o »H o oc t^ >^ o CO CD cq_ ci c -Si d d :^ Q^ CI ^ 'M ^ . ^ o .2 t^ -^ -^S 5 oii^ c; CI r^' IT- CC -* rvj 1> lO o cr. c; uo CI •- l^ O ':-i CD ^ ici »o "-^ cc IC CC X cc cc o cf '-* CC '-' '-'" C-f CO '-<' «c lO " ^ of co" cc cc CO CO CO CO U3 "^^ CO lO cq • -i u} , — ^ C a; .-H CI ?? •— - -^ c ^ o C ■ — ' ^^ ^^ c ^- r^ H T^ ' Z^ ^^ ld and armature windings were put on all generators in 1902-5. The 13 Mohr boilers were rebuilt in 1900; seven were originally installed in 1893 and six in 1896. The five B. & W. boilers were new in 1901. The north conveyor installed in 1901 and the south elevator in 1902-3. DETAILED EQUIPMENT. 10 24-in. X 48-in. single cylinder Wheelock engines. 10 500-k.w. 500-volt Westinghouse (I.e. generators, 300 r.p.m. Rope drives between engines and generators. Switchboard consists of 31 panels, as follows: 10 generator panels. 18 2-feeder panels. 2 1-feeder panels. 13 72-in. X 20-ft. John Mohr return tul)ular boilers. 5 500-hp. Babcock & Wilcox water-tube boilers. Murphy furnaces and stokers on the return tubular boilers. B. & W. chain grates on water-tube boilers. 3 closed feed-water heaters. 1 14-in. X 8|-in. x 10-in. Worthington duplex pump. 2 12-in. X 7-in. x 12-in. Fairbanks duplex pumps. 3 exhaust steam injectors. 1 brick and 1 steel stack. Coal and ash-handling apparatus. 250 EXHIBIT V SECTION S-C. 52ND STREET AND WABASH AVENUE ELECTRIC POWER STATION. r(0 ELECTRIC POWER PLANT EQUIPMENT. 251 "3 aJX ^ iLO c: ©3 CO ^ c; 10 --H 'J^ C '^^ c^i -a^ iM Oi go'X (M^ CO^"* Eel S''^-'*'^ l>.'~ zo^ C; » 03 pq Eh Eh C/3 Q ;z; o o H 03 EH 1^ 03 _3 a3> .•LO ^Z oco 01 X X O Ol iO_^iO^ io""o" 03 1^ T^ o o o O t^ '-H OJ o 0_ l>._^ r-'^^ r-,_^ X_^ CO ' x" of '* co" O CO t^ O t^ ox r-H O CO to --^ CO to O to t^ to ^ CO t^ -^ o_ ^^ CO_^ X o-fo'o'to" CD (M OI O (O o -*^ to to X r— • CO T t>- -fi ^ CO O 0-1 to CO to ^H !>. G^i 01 O to X CO cr: Tt^^ 01^ r-^^^ r-l r-^ l^ ^^ ^^ tO_^ r^ i-H~ oi~ •^'" '*' of T-^" of CO ^0-1 CO O-l 01 CO x" i^ « o -:;io '.o a; bJO c ^ '^ t-2 O) M c q; -f^ VP ^ ^ Pi tK o bi:j C T', 5r; 0^ O E O 02 QJO =3 fi C , 5 ^i ^ CD e^^ ci c3 c3 ^ H^ li: ^ c -« c o w o 7: c3 'Sh £ O Ci to" CO CO I— 1 X X CO CO co_ co'' >o to CO CO v:- CO bJD : go B - K •— .— EXHIBIT V, SECTION 5-C. FORTY-NINTH STREET AND OAKLEY AVENUE POWER PLANT. CONDITION^OF PLANT. Machinery was installed in 1896-7. Wheelock engines are in fair shape. All boilers are return tubular with Murphy furnaces and appear to be in good condition. Power plant machinery as a whole is in ordinary, good operating condition. Engines No. 1-2-3 had new pistons in 1904, and engines No. 4-5-6 in 1905. Generators all had new field windings in 1904 and three had new commutators in 1905. All boilers were rebuilt in 1903. DETAILED EQUIPMENT. 6 36-in. X 60-in. single cylinder Wheelock engines. 6 880-kw. 525-volt, 220 r. p. m., Walker d. c. generators. Rope drives between engines and generators. Switchboard consists of 41 panels, as follows: 6 generator panels. 1 total load panel. 3 booster panels. 1 water rheostat panel. 1 voltmeter panel. 2 vacant panels. 5 2-feeder panels. 14 2-feeder panels. 8 vacant feeder panels. 24 78-in. x 20-ft. John Mohr return tubular boilers. Murphy furnace and stoker on all boilers. Brick stack. Coal and ash-handling apparatus. 2 14-in, X 8|-in. x 10-in. Worthington duplex pumps. 1 10-in. X 6-in. x lO-in. Worthington duplex pump. ELECTRIC POWER PLANT EQUIPMENT. 253 49TH STREET AND OAKLEY AVENUE ELECTRIC POWER STATION. _—_ ^ 254 EXHIBIT V, SECTION 5-C. CD CO H iz; Ph M Of o 04 Eh O H % < o Q iz; CO CO cs ex •3 • o GC CD CD 1-- CD of 10 CO GC 01 T— CO X I> to 01 '- o r^_^ co't-^ CO '— 0^1 10 O-f '^ CO X 01 O ^ CD OC O -f O 01 O CO CD X ^ C IC 10 CT. X CO CO (M 01 01 O (M X X O C5 CO X O '^l l> C^ CO CO 0-1 CM CN I>. C^ O ^ O o c^ X t^ »-H -+ ^ X O CD -f CD CO CD t^ CO Lo c; t^ •^ CO t^ C0_^ I--; t^ CD ~f O CO CO ■— CD CD 01 CD O to O -* CO ^ lO to CI "* O CD CD^ to 10 CD X_^ t-^ ■*" cT ^' io'~ rt^" O^f co" Ol !M to 01 ^ CO CO c; ^ to X X ^ to CO CO Ol to O-l^^ CD Co" O '^ x'~x" o CO CD CO ^ '^ c to — to Ol CO CO c; (M to ^ to — CD CI t^ 01 CD cri T^ CO CO X X a CD >. CO O O Ol 01 ■— X to LO -* "^ to to f— __ '-^^ to '-^ CO to CD X CO ^^»o^ ^^^' Ir^ Ci — r co' x' co" T— to' to' ^' t^' cT C:' t^XXt-^OICO tOOl^ X X . c . CD c ^ -^ Ol ci faC CI. Q Ji ^ o -« (Xl Ci I? a; a^ c CO , I S * =! ^ M ■7:3 >^ :3 •■=: „ m c a; O =5 ^ p. o c3 2; oi i"^ Ci jii X CO CO Tj^^ Tf'to" to o^ (M if; CD to t^ o-f co" CO '-' o X x"" to CO Xj^ C5 CD to X X^CD_^ cd"o6~ X CO CO bfl H3 o ^ p. i2 ^. OJ ^ __^ ^ - o ^ ^ c3 ui S.5 c i; £•3 - °i CO 10 o" 00 (m" to (M CO CD CD CO !>■' OS CO €^ X^ (M 6^* 10 ELECTRIC POWER PLANT EQUIPMENT. 255 TOOLS AND MATERIAL IN ELECTRIC POWER HOUSES. SUMMARY. Location 21st and Dearborn Streets 52nd Street and Wabash Avenue 49th Street and Oakley Avenue. Cost New $541.80 1,142.50 5,535.88 Present Value $ 379.26 799.75 3,875.12 Total $7,220.18 $5,054.13 TWENTY-FIRST AND DEARBORN STREET POWER HOUSE. .50 S wrenches, 1,000 lb. .steel 100 lb. eye bolts 3 pipe die.s, H-in., l|-in., 1-in 1 pipe stock, Crane Co 20 lb. Peerless pump packing 50 lb. Red Core piston packing 40 lb. Rainbow sheet packing 1 1-qt. ladle 50 ft. |-in. rubber hose blacksmith's forge anvil, ir^O lb pipe vise grindstone, 4-in. x 24-in. and belt wheel. drill press, belt driven drills, 1 1/16-in. to 9/16-in pipe threading machine, belt driven. . . . set complete dies for pipe machine iron lockers, each 12 in. x 12 in. x 5 ft. machinist's vise cupboard, 5-ft. x 4-ft. x 12-in differential chain fall, 1 ton waste press desk, flat top • . . . bbl. engine oil bbl. dynamo oil Total Cost Xciv Depreciation, SO'/I-- Present Value. Co.«t New $ 40.00 3.00 2.00 3.00 8.00 30 . 00 20 . 00 1.50 3 . 50 29.00 12.00 2.00 5.00 30 . 00 2.00 195.00 15.00 60 . 00 1 1 . 00 8.00 14.. 50 20 . 00 10.00 8.30 9.00 $541 . 80 162.54 $379 26 FIFTY-SECOND STREET AND WABASH AVENUE POWER HOUSE. 30-ton hydraulic jack (R. Dudgeon). . . . No. 100 Watson & Stillman hydraulic j:i 8-in. snatch block for 1^-in. rope pair tri])le wooden blocks for H-in. rope pair differential chain falls, 1 ton work bench t)ench vise (machinist's) IS-in. monkey wrench Judson pipe cutter, 1-in Fraser & Chalmers windlass waste press, home made set Green River screw plate and taps. . ck CoFt New S 88.00 120.00 5 . 00 2.50 14.50 6.00 11.00 1.10 1.60 35.00 25.00 8.00 256 EXHIBIT V, SECTION 5-C. FIFTY-SECOND STREET AND WABASH AVENUE POWER HOUSE Continued. 1 gasket cutter, 5-in. radius lor brace 1 H-in. tube expander 1 boilermaker's ratchet 1 set of 5 pipe taps, 1-in. to 2-in 800 lb. heavy wrenches 100 Scotch gauge glasses, f-in. x 18-in 1 tool box 1 screw plate, ^-in. to \-m. (blacksmith's) 5 machine-taps, f-in. to ^-in 10 lb. files .' 80 lb. cold chisels 5 twist drills, 1-in. to ^-in 40 lb. flat wrenches 1 carpenter's saw 1 small breast drill 500 carbon brushes, f-in. x 2-in. x 4-in 200 sheets emery cloth, 10-in. x 12-in 50 T.H. incandescent lamps 200 Edison 16-cp. lamps 20 lb. micanite ... 1 hand bellows ... 8 1-qt. lubricators (engine) ... 1 Weston ammeter, lOOO amperes 1 " " 300 800 lb. special iron tools 1 Stillson wrench, 30-in 1 " " 24-in ' 1 " " 18-in 3 Judson pipe cutters, 1-in 2 monkey wrenches, 18-in 2 2 lb. machinist's hammers 12 cold chisels, 25 lb 1 set 3 stocks and dies with taps complete 1 anvil, 150 ib 1 bench vise . 1 emery wheel, foot power 1 drill press, hand power 1 grindstone, 6-in. face, 24-in. diameter, hand jjower. 3 pair 24-in. pipe-tongs 1 pipe cutter for 5-in. pipe 1 pair 18-in. ])ipe tona;s. 2 flat wrenches, 100 lb. . . . 1 4-in. pipe die and stock. . . 1 4-in. wheel hand truck. . . iron wheelbarrows . . 200 ft. 1-in. rope 100 ft. l|-in. new rope 3400 ft. l|-in. old rope 1 desk, fiat top 1 .desk chair, rotary 1 cupboard, 20 ft. x 8 ft. x 18 in 1 cupboard, 10 ft. x fl ft. x 18 in 2 bbl. engine oil bbl. machine oil. Cost New $ 1 .00 5 .00 6 .00 3 .00 25 .00 8 .00 6 .00 8 .00 3 .00 1 .00 8 .00 3 .00 2 .00 T .00 2 .00 100 .00 1 .25 8 .00 32 .00 3 .00 .75 80 .00 40 .00 35 .00 40 .00 2 .75 1 .60 1 .45 4 .80 •1 .00 1 .00 o .50 15 .00 12 .00 11 .00 8 .00 8 00 3 00 10 .80 () .00 2 .40 5 00 4 ,00 13 00 24 .00 8 .00 5 .50 190, 00 10 .00 5 00 20 .00 12 00 14 00 Total Cost New $ 1,142 . 50 Depreciation, 30% 342 . 75 Present Value $ 799 75 ELECTRIC POWER PLAST EQIIPMEXT. U.J7 FORTY-NINTH STREET AND OAKLEY AVENUE POWER HOUSE. Cost New 1 stcain-(iriv(_'n, double-cylimler (S-in. x lU-iii.) Iioist willi ap- proximately 200 ft. steel rope ^j; .')()() . (j(j 1 cylinder boring equipment, 4-in. X fi-in. engine :iO().0() 1 waste bin, zinc lined, 40 ft. x 40 in. x 7Mt. . . . ■. 7 .00 1 waste press ' 3 . 00 1 carbon brush grinder f) . 00 1 power drill press, belted to shafting; shafting driven by single cylinder 10 hp. engine, A. J. Kirkwood, ('hicago 27.5.00 :i work benches with machinist's vise 21 .00 1 work bench with pipe vise 7 . 00 2 blacksmith's forges 1.5.00 1 anvil -1 . 00 100 new boiler tubes, 4-in. x 20-ft 400.00 40 iron lockers, 1.5 in. x 15 in. x .5 ft 100.00 About 50 tons of large steam pipes and fittings 500,00 (■) iron wheelbarrow 18 . 00 1 platform truck , 10 . 00 :■$ pair blocks *• . 00 2 " " 6 . 00 450 ft. 1-in. rope for blocks 18.00 1 differential chain fiUl, 1^,000 lb. capacity 25.00 .50 ft. water hose, 1^-in 7 .00 35 ft. steam hose, l^-in 7.00 2 steam indicators (in case) 160.00 .33 wrenches 30 . 00 1 pipe cutting and threading tools 30.00 2 e.xtra G. E. 800 motor armatures • 350.00 1 -clock 3 . 00 1 water rheostat testing tank with 2 cast-iron plates and connec- tions to switch board 100.00 1 roll-top desk 18 . 00 1 rotary desk chair 4 . 00 2 chairs 2 . 00 1 large cupboard 10 . 00 11 Miller fire extinguishers. No. 8 88.00 4 machinist's hammers : 2 . 00 1 21-in. screw drive .30 1 14-in. screw drive .25 3 14-in. files .60 2 6-in. monkey wrenches .80 1 10-in. " wrench .50 1 pair 16-in. snips .75 2 11-lb. coppers 4.00 10 chisels, various sizes 1 . 50 3 S-in. files .45 3 drift pins .45 5 12-in. open end wrenches 2 .00 1 roll flint paper No. 2, 30 in. long, 8^ in. diam 4 .00 1 roll Garnet paper No. 2, 30 in. long, 8^V in. diam 6.00 1 lantern .20 6 squirt oil cans 1 . 20 100 lb. waste, white 9 . 00 8 water barrels (fire). . 6 . 40 8 fire pails (iron) 1 . 60 4 galv. iron tanks for waste (1 bbl. each) 6.00 2 8-in. iron blocks 3 . 00 1 6-in. iron blocks .75 5200 ft. l|-in. manilla rope, new ) .,„_ „„ 7.50 ft. If-in. " " " / '8-^00 20 ft. 2',-in. belting for power drill f)ress 2.50 258 EXHIBIT V, SECTION 6-C. FORTY-NINTH STREET AND OAKLEY AVENUE POWER HOUSE— Continued. <,'ost New 1 6-in. 5-in. diam. worm (brass) $ 5 . 00 1 shaft, 2-in. x 40-in 1 . 00 1 30-in. gear wheel, 3-in. face 2 . 70 1 24-in. pulley, 5-in. face 2.30 1 4^-in. metal snatch block 1 . 00 1 G-in. pulley, 5-in. face .80 1 10-in. block (iron) 2 . 00 3 16-in. files .60 1 large stone jack 5 . 00 1 screw jack, 2-i^-in. x 18-in 2.60 1 " " 2i-in. X 8-in 1.60 2 sledge hammers 1.40 1 pipe cutter, 2-in 1 .50 1 " " 3-in ■ 2.00 50 Morse drills 10 . 00 30 machine taps 9 . 00 1 pair snips .75 10 chisels 1.50 6 oil fillers 1 .20 1 flue cleaner 20.00 67 fire hoes, rakes, hooks 67.00 1 saw .75 1 l*-in. bit .30 6 20-ft. X l|-in. brass tubes 12.00 12 copper caskets 6.00 25 lb. f-in. square packing, special hydraulic 20.00 15 lb. f-in. " " ". 13.00 200 candles 2 . 00 5 lb. |-in. packing 2 . 50 10 lb. globe valve stem packing 6.00 10 lb. i-in. globe valve stem packing 6.00 5 lb. l-in. " "■ " " 3.00 4 lb. i-in. " " " " 2.40 35 lb. li-in. " " 21.00 72 |-in. X IG-in. water glasses 6 . 00 1 new stoker engine 90 . 00 1 old " " 40 . 00 50 lb. 1/16-in. Rainbow packing 25.00 1 box toilet soap (100 11).) 10 . 00 2 boxes laundry soap (100 lb. each) 5 . 00 8 boxes lye (8 lb.) ' .80 130 cakes tar soap 6 . 50 5 shovels (new) 4 . 50 18 brooms, corn (new) 3 . 60 1 qt. lubricator 5 . 00 150 glass insulators, 2-in 9 . 00 12 squeeges 12-in 1 . 80 1 Crosby 6-in. steam gauge 3 . 00 9 stoker engine rods 2 . 70 40 pump valve springs 2 .00 5 1^-in. brass flange for pump ] 18 brass pump valve bolts, f-in. x 2-in | 16 brass nuts for stoker box, flange f-in }■ 15 .00 24 crank pin brasses for stoker, If-in I 24 cross head " " " |-in J 6 brass l-in. globe valves 9 . 00 12 brass 1^-in. globe valves 24.00 12 /' l|-in. " " 18.00 1 4-in. flue roller or expander 5 . 40 1 2i-in. globe valve, iron 4.00 ELECTRIC POWER PLANT EQUIPMENT. 259 FORTY-NINTH STREET AND OAKLEY AVENUE POWER HOUSE— Continued. 24 44-in. rubber pump valves 50 ft. l^-in. 4-ply water hose 2 G. E. 800 field coils 350 generator carbons 120 motor " 24 circuit breaker carbons, 3-in. x 5-in. x |-in 20 lightning arresters, 9-in. x 2-in. x ^-in 24 lamp sockets 50 yd. No. 2 flint sand paper, 3G in. long 300 16 cp. 110-volt lamps (new) 2 A. C. ammeters, Keystone 7 lantern chimneys . 200 li-in. porcelain insulators 8 lead gaskets, 14-in. x 9-in 7 exhaust valves (gridiron type) cast iron 2 admission valves " " " 6 picks 25 shovels (used) 12 2J-in. pop valve disks 17 2i-in. " " " _ 4 stoker gear wheels, 18-in. x 3-in. face 2 8-in. globe valves complete (repaired) 1 pulley, 6-ft. X 16-in 1 chain tongs, 12 ft. long 1 4-ft. box wrench 3 4-ft. open end wrenches (5-in. opening) , . 1000 lb. nuts and bolts 50 lb. 3-in. chain 500 lb. castings 200 lb. cast wheels 500 lb. generator clutch shoes 2 12^-ft. x If-in. iron rod, thread and nut at each end 1 2*-'in. 6-ft. shaft 20 cast-iron conveyor yokes, 50 lb. each 3 " " " " 100 lb. " 500 lb. cast-iron dump block castings 17 cast-iron ash pit doors, 75 lb. each 2 " " driving sprockets for coal conveyor, 400 lb. each 54 " " feed boxes for furnace, 50 lb. each 25 " " " " " " 90 lb each 12 " " furnace doors (new) 50 lb. each 200 lb. cast-iron coal conveyor links 6 clinker bar wrenches, 3 ft. long 3 600-lb. cast-iron arch plates 3 600-lb. cast-iron coal magazine covers 11 100-lb. cast-iron ash pit door frames . . . 6 600-lb. cast iron for furnace 5 200-lb. cast iron for furnace 14 clinker bars for furnace 5 bbl. engine oil Cost New S 6.50 10.00 26 . 40 10.50 3 . fJO 2.40 2.00 .53 4.60 54.00 80.00 1.00 1 . 20 2.40 21.00 6.00 4.00 13.00 3.60 5.00 6.80 20.00 2.00 6.00 1.00 3.00 15.00 3.00 15.00 6.00 15.00 7.00 3.40 265.00 4 80 272 00 192 44 50 20 Cost New $ 5,535 .88 Depreciation, 30% 1,660 . 76 Total Present Value. $ 3,875 12 260 EXHIBIT V, SECTION 5-D. EXHIBIT V, SECTION 5-D. ELECTRIC POWER HOUSE BUILDINGS, INCLUDING STACKS. EXCLUSIVE OF REAL ESTATE. SUMMARY. Location Cost New Present Value 21st and Dearborn Streets $ 61,537.00 % 43,076.00 49th Street and Oakley Avenue 144,813.00 123,091.00 52nd Street and Wabash Avenue. . . . 86,695.00 69,789.00 Total Value $293,045 . GO $235,956 . GO ELECTRIC POWER PLANT liUlLDIXGS. TWENTY-FIRST AND DEARBORN STREET POWER HOUSE. INCLUDING BASES FOR TWO STEEL STACKS. Masonry : Building $26,144.00 Bases for two steel stacks 938.00 $27,082.00 Cut stone and tile coping 1,199.00 Steel and iron 5,430 . 00 Carpentry and mill work 15,117.00 Roofing 1,463.00 Plumbing 1,120.00 Lighting 960.00 Painting 1,140.00 5,511.00 Organization, engineering and incidentals, 15% 8,026.00 Total Cost New $61,537 .00 Building was built about 1881 and was used for con- siderable time for shops. In 1902 alterations were made and an electric power station installed. Average depreciation, 30% 18,461.00 Present Value $43,076.00 262 EXHIBIT V, SECTION 5-D. FORTY-NINTH STREET AND OAKLEY AVENUE POWER HOUSE. INCLUDING STACK. Masonry : Building $49,446.00 Brick stack, 200 ft. high 21,328.00 $70,744.00 Cut stone and tile 1,226.00 Fire proofing . 48 . 00 Steel and iron 40,285.00 Carpentry 10,351 .00 Roofing 767.00 Plumbing and sewerage 660.00 Lighting 750.00 Painting 564 . 00 Cinder car shed 500.00 $125,925.00 Organization, engineering and incidentals, 15% 18,888.00 Total Cost New $144,813 .00 Depreciation, based on building having been built in 1896, 10 years at 1.5% = 15% 21,722.00 Present Value $123,091 .00 ELKCTRIC I'OWER I'L-WT lifU.DIXaS. 263 FIFTY-SECOND STREET AND WABASH AVENUE POWER HOUSE. INCLUDING ONE BRICK STACK AND BASE FOR ONE STEEL STACK. Masonry : Building $25,042.00 Stacks 19,656.00 $44,698 . 00 Cut stone and tile coping 1,488.00 Fire proofing 3,202.00 Steel and iron 17,771 . 00 Carpentry 5,683.00 Roofing 962.00 Plumbing 720 . 00 Lighting 763.00 Painting 100.00 $75,387.00 Organization, engineering and incidentals, 15% 11,308.00 Total Cost New $86.695 .00 Depreciation, based on building having been built in 1893, 13 years at 1 . 5% per year = 19 . 5% 16,906 . 00 Present Value $69,789.00 EXHIBIT v. SECTIONS 5-E. o-F . o-G AND 5-H. EXHIBIT V, SECTIONS 5-E, S-F, 5-G AND 5-H. MISCELLANEOUS POWER PLANT EQUIPMENT. SUMMARY. Cost New Present Value Eloctric equipment in 21st and State street cable plant $13,059.00 % 8,704.00 Storage battery and booster set 77,000.00 77,000.00 Booster set, 49th street and Oakley avenue 15,702.00 8,211 .00 Cable ropes (included in cable track) Track and wagon scales 5,392.00 3,774.00 Total $111,153.00 $97,689.00 ELECTRIC EQUIPMENT IN TWENTY-FIRST AND STATE STREET CABLE PLANT. The following electric equipment is installed in the 21st and State street cable plant : 1 500-kw. 550-volt, 350 r.p.m., d.c. General Electric generator. 1 pulley, 38-in. diameter and 42-in. face. 1 leather belt, 39-in. wide by 91-ft. long. 1 switchboard panel and wiring to generator. 1 25-kw. Edison bipolar generator. 1 G. E. 800 motor with controller. Al:)ove machinery is all in verv good condition. MISCELLAXEOUS POWER PLAXT EQUU'MENT. 265 M^i ^ ^ ""^ ^ '^. c£ 266 EXHIBIT V, SECTIONS 5-E, 5-F, o-G AND 5-H. STORAGE BATTERY AND BOOSTER SET, TWENTY-FIRST AND STATE STREET PLANT. 1 Electric Storage Battery Go's. 1000 ampere-hour, normal capac- ity, 550-^volt storage battery, consisting of 250 cells, 43 plates to the cell. BATTERY ACCESSORIES. 1 Jewell steam still, capacity 100 gal. per hour. 1 recording hydrometer. 26 extra cell tanks. 4 carboys electrolyte. 31 extra positive plates. 7 doz. glass supporting plates. 8 boxes separating glass tubes. 1 copper tank, 12 in. diam., 6 ft. long, supported by 2 brackets. 1 galvanized iron tank, 30 in. diam., (50 in. long with cover). 1 steam trap. Complete piping for filter plant. Signal system for battery charging. 1 switchboard, 5 ft. long, 9 ft. high, consisting of two booster panels. 1 Bristol recording voltmeter. BOOSTER SET, 1 Western Electric 100-kw., d. c, generator 175-75 volts, 600 r. p. m. direct connected to 1 Western Electric 170-hp. 650-volt motor, 600 r. p. m. Value new of complete battery^ accessories and booster set as detailed above $70,000 . 00 Organization, engineering and incidentals, 10% . . . 7,000 . 00 TcAal Cost New $77,000.00 Considering that the battery is maintained at all times there would be no depreciation of the battery and the present value is considered the same as the cost new. The installation was found in first-class condition of maintenance at the time of checking. Present Value $77.000 .00 MISCELLANEOUS POWER PLANT EQUIPMENT. 2i\7 BOOSTER SET, FORTY-NINTH STREET AND OAKLEY AVENUE POWER HOUSE. 1 booster set consisting of a General Electric 400-kw., d. c, generator 100-volt, 300 r. p. in., direct connected to a Wes- tinghouse, 500-hp. d. c. motor. 1 driving pulley (stored at 52nd and Stat(; St. power house) 5 ft.- 1 in. diameter x 5 ft. 5 in. face. 1 extra bearing. Cost new .$14,275 . 00 Organization, engineering and incidentals, 10%.. . . 1,427.00 Total Cost New $15,702 .00 Scrap value 720 . 00 Less scrap value $14,982 . 00 Depreciation 50% 7,491 .00 Less depreciation $ 7,491 .00 Add scrap value 720.00 Present Value $ 8,211.00 SCALES. SUMMARY. Cost Present New Value 49th street and Oakley avenue, 1 70- ton Howe ©.151,018.00 $1,018.00 $ 713.00 .39th and Wallace streets, 1 15-ton Howe @ 442.00 -^42. 00 309.00 77th street and Wentworth avenue, 1 50-ton Howe @ 990.00 990.00 693.00 21st and Dearborn streets, 2 15-ton Howe @ 442.00 884.00 619.00 55th street and Cottage Grove ave- nue, 1 15-ton Howe.^ @ 442.00 442.00 309.00 52nd and State streets, 2 15-ton Howe • @ 442.00 884.00 619.00 52nd and State streets, 1 5-ton Howe @ 242.00 242.00 169.00 $4,902.00 $3,431.00 Organization, engineering and incidentals, 10^ . . 490.00 343.00 Tolal $5,392 GO $3,774 00 268 EXHIBIT V COAL ON HAND AT VARIOUS POWER HOUSES. SUMMARY. Cable plant— 21st and State streets 150 Tons $352.50 Cable plant — 55th street and Cottage Grove avenue 130 " 305 . 50 Cable plant— 52n(l and State streets 945 " 2,220.75 Electric plant — 21st and Dearborn streets. .1679 " 3,941.00 Electric plant — 52nd street and Wabash avenue 1376 " 3,234.00 Electric plant — 49th street and Oakley ave- nue 2640 " 6,204.00 Total Value of Coal on Hand 6920 Tons $16,257 . 75 EXHIBIT VI TOOLS, IMPLEMENTS AND MACHINERY EXHIBIT VI. TOOLS, IMPLEMENTS AND MACHINERY. Comprising the following divisions : 6-A PRINTING OFFICE. 6-B POWER PLANT EQUIPMENT, SEVENTY -EIGHTH STREET SHOPS. 6-C BLACKSMITH SHOP. 6-D WAGON SHOP. 6-E FROG SHOP. 6-F WOODWORKING SHOP. 6-G MOTOR REPAIR SHOP. 6-H TINNING SHOP. 6-1 PAINT SHOP. 6 -J BRASS FOUNDRY. 6-K MACHINE'SHOP. 6-L PATTERNS. EXHIBIT VI. SHOP TOOLS AND MACHINERY. SUMMARY. Present Value Printing office $12,775.00 Power plant equipment, 78th St. shops 68,092.00 Blacksmith shop 18,588.80 Wagon shop 752 . 00 Frog shop 8,318.00 Woodworking shop 14,499.20 Motor repair shop 7,926 . 00 Tinning shop 4,695 . 00 Paint shop 4,078.00 Brass foundry 3,554 . 00 Machine shop 44,455 . 00 Patterns, all ahve 10,450.00 TolaJ $198,183.00 NOTE — Steam, water, air and heating piping is not included in the above valuation of shop tools and machinery, but is included in each respective building estimate, or in general items for entire shops. 272 EXHIBIT VI, SECTION 6- A 2 1 1 1 1 I 1 1 2 T 1 1 1 10 140 12 4 1 6 10 48 6 300 1 1 1 5 3 3 25 175 92 1 1 50 100 30 PRINTING OFFICE. REAR 2020 STATE STREET. Kidder presses with rolls and appliances @ $3,775.00. Babcock press with rolls and appliances Gordon press, 7 in. x 11 in.; H. H. Thoi^j Mfg. Co. . . . Price & Chandler press, 11-in. x 15-in mitering machine, .sliding gauge Howard paper cutter, 32-in lead and slug cutter, No. 1 Latham Monitor No. 1 stitcher imposing stones and frames (« SI 5.00 drying rack 5-hp. motor, Northern 10-hp. motor. General Electric scale, Pelouze tables electroplates chases type racks and cases, @ $35.00 table chairs cabinets for stock quoins type sticks lb. type, pied, (cC, 40 cts large tables @ $6.00 roll cupboards 2.S-section stock rack 24-section stock rack 56-section stock rack galleys, 2 double, 3 single quoin keys mallets and blocks lb. leaders lb. body type cases job type case patent steel furniture case wood furniture lb. metal furniture lb. leads and slugs lb. brass rules Shafting, couplings, hangers, pulleys and belting between motors and presses Present Value 7,550.00 750.00 100.00 175.00 11 . 50 100.00 7.50 250.00 30 . 00 15.00 1 50 . 00 220 . 00 7.00 35.00 5 . OO 70.00 110.00 2 . 00 7 . 50 150.00 7.50 7.80 1 20 , 00 30 . 00 30 . 00 20.00 20.00 40.00 4.50 1.50 2.50 10.00 125.00 350.00 5.50 3 . 00 10.00 1 5 . 00 6.00 224. 30 Or;fnnization, engineering and incidentals, 15'>{ Total $11,108.70 1,666.30 $12,775 CO .S//OP TOOLS AXD M.\< IIIXKHV. 273 03 V2 Q ^ o izi < Eh a; H » Eh O M Eh iz; > EH iz; M E3 O" Eh P4 CI? O o 'M c^ TO X lo t^ re •^^ c; lo X 30 'M (^ -M — X :0 1^ Cl O C^ 'M :D^ CO^ 0_ X_^ -^^^ O lO re t^ O — 'M e-1 GO t>" 'M lo" ro re cc — <' C: »0 -r r^ rt^ re I^ >0 -M C; »0 00 co^ ce_^ ce ej^ o o -^ ce t^ i^ o re eix'co'ef-^" oe" efre'o ej ^ »o 'M ^ 'M ^ ej ei i^ot^—^dcrixcere O ce rt^ '^i -^ t^ X rfi C5 'M I^ O CD CO -M 'M X ei X ^ ^ t^ ei »o ?o '^i '^ ■M t^ UO CO '^ M O X c; r^j lo o -— 1 c: r-H ei t^ lo lo o X re re — X ei X o X >-o '^i ^ o ei o o o ^^ t^oocoooi^ioceO'OO g I ^^y^^ c^i <^, '^^ ^ =^, ''^ ^- »^^ 'M, ^^ -z; efcTx^'Mio ce -fTj^'ce W 1^ -C »o .s O =^ 'M . 5 .^-SJ X bJO 'H O o -tj H^ ^ ^JD o 7i ^-^ X "■-^ ce Si 3 72 ■9 ^ .2 ^ 'ci brj -S 5 ^ o ^ biD ^ 5f t; ^ ^ c .s s fl O w 1 ' ^ cS 1 +^ f^ ^ a j^ 1 "' -^ — < X' o bt c ^ -V o ^ t, T" is^ ^ o o a- s - ;^30a^ oi ^ .:t' ~ .- <^ O; -^ C3 C3 CO fl) — , :5 o o ^ o— I o — CO CO CO re_^ x" c; X t^ o O C5 ce CO ce O X X o CI o :5 bC 00 CO o CO X CO CO co" 6e 00 o oo" 74 EXHIBIT VI, SECTION G-C. BLACKSMITH SHOP. P_ . SEVENTY -EIGHTH STREET AND VINCENNES ROAD. Value 1 Nile.s -Bement 1500-lb. steam hammer with anvil an(i dies, No. 2301 .$1,500.00 1 Niles-Bement GOO-lb. steam hammer. No. 1492 850.00 1 Bradley 80-lb. hammer, No. 1742 (belt-driven) 750.00 1 Bradley 20-lb. hammer, No. 541 (belt-driven) 300.00 1 drop hammer, plain unmachined casting, wt. 1,000 lb ... . 40.00 1 Ajax bull-dozer (small size) 1,300 . 00 1 1 V-in. Ajax forging machine (bolt machine) 1,700.00 1 Hille.s &' Jones No. 3 double punch and shear 2,000.00 1 Williams it WhiteCompany deep throat punch antlshear,No. 17 1,500.00 1 24-in. post drill press (double cone pulley) 160.00 7 Buffalo down-draft furnaces 392 .00 7 anvils and blocks, 150-lb. anvils 84.00 7 sets tongs (10 per set) 35 .00 1 48-in. Buffalo blower 97.00 1 48-in. Buffalo suction fan • 85.00 1 face plate, 4-in. x 22-in. x 84-in 80 . 00 2 face plates, 6-in. x 36-in. x 108-in 504 . 00 1 G.E.35-hp. motor (line shaft) 700.00 1 water tank (30 gal., set in sawdust-lined wooden box) .... 7.00 1 Fairbanks portable scale, 4 tons 105.00 2 work benches (3-ft. x 10-ft. x 2-in. top) 20.00 2 machinist's combination vises, 6-in., (Parker) 22.00 2 shop trucks 16 . 00 1 supply rack 35 . 00 3 supply racks 85 . 00 2 work benches (3-ft. x 12-ft.. 3-in. top) 22 .00 1 bench vise, 6-in. (Parker) 11.00 1 coke bin 5 . 00 1 coal bin 10.00 1 waste can 3 . 00 130 ft. 2 7.a6-in. shafting 80.00 5 2 7/16-in. couplings 30.00 12 2 7/16-in. .shaft hangers, 20-in. drop 48.00 1 48-in. X 12-in. wooden pulley 12 . 50 1 36-in. X r2-in. " " 7 . 80 1 30-in. X 10-in. " " 5 . 00 2 24-in. X 12-in. " " 8.50 1 30-in. X 20-in. " " 10.00 1 30-in. X 12-in. " " \ 6 . 00 2 24-in. X 8-in. " " 6 . 00 2 12-in. X 6-in. " " 2 . 50 LEATHER BELTING, DOUBLE. Pie.sent Value 76 ft. 8-in. (cv, $1.20 $95.00 187 ft. 6-in. " .95 177.70 95 ft. 5-in. " .785 74.50 50 ft. 3-in. " .46 23.00 92 ft. 4-in. " .63 58.00 3 Railway Materials Co. oil furnaces and 2 with no name. oil furnace complete, 16-in. x 18-in. x 48-in 200.00 oil furnace complete, 36-in. x 48-in. x 96-in 600.00 oil furnace complete, 56-in. x 54-in. x 68-in 600.00 oil furnace complete, 18-in. x 20-in. x 48-in 200.00 oil furnace complete, 18-in. x 18-in. x 60-in 200.00 $14,862.50 Machinery foundations 400.00 P>ection of all machines and shafting 900.00 $16,162.50 Organization, engineering and incidentals, 159r 2,424.30 Total Present Value $18,588 80 SHOP TOOLS AND MACHINERY. 275 WAGON SHOP. SEVENTY -EIGHTH STREET AND VINCENNES ROAD. 1 bantl-saw (Warren Sprin^or, 24-in. wheels) 1 emery grinder (double spindle = 400-lb. C. I.) 1 6-in. X 3-ft. grindstone and 4-in. x 6-in. frame 1 tire pench 3 work benches, 3-ft. x 12-ft., 3-in. maple top 3 vises, 6-in. combination, (Parker) 12 shop horses 33 clothes lockers, (33-ft. x 5-ft. x 12-in. wood-wire door) . . 1 desk and stool 1 supply rack 2 supply racks 3 supply racks 104 ft. 4-in. leather belting Present Val ue 70 00 15 00 25 00 4 50 45 00 33 00 4 00 80 00 12 00 90 00 45 00 90 00 65 50 $579.00 Labor, erection 75 . 00 $654.00 Organization, engineering and incidentals, 15% 98.00 Total Present Value $752.00 FROG SHOP. SEVENTY -EIGHTH STREET AND VINCENNES ROAD. Present Value 1 Q. & C. rail saw $ 75 .00 1 rail saw grinder 75 . 00 1 rail curving machine 300.00 1 G. E. 800 motor for above, complete 500 . 00 1 Hilles & Jones No. 3 double punch and shear 2,000.00 19 Gray 36-in. x 16-ft. planer 1,440 . 00 1 Hill-Clark drill press, 20-in 75 . 00 1 air-compressor, Pedrick Avers Company 500.00 2 G. E. 800 motors for above, complete 1,000.00 2 G. E. 800 motors for line shaft, complete 1,000 .00 24 ft. 4-in. shafting 3 4 in. shaft hangers, 20 in. drop 20 ft. 3 7/16-in. shafting 2 3 7/16-in. shaft hangers, 20 in. drop. 30 ft. 2 7/16-in. shafting 1 2 7/16-in. coupling 5 2 7/16-in. shaft hangers, 20 in. drop. . 1 36-in. X 10-in. iron pulley 1 30-in. X 8-in. 2 20-in. X 8-in. 2 18-in. X 10-in. 1 18-in. X 6-in. 2 12-in. X 8-in. LEATHER BELTING, DOUBLE. 28 ft. 10-in. @, $1.58. . 58 " 8-in. " 1.26.. 54 " 6-in. " .95.. 30 " 5-in. " .785. 50 " 4-in. " .63.. 114 " 3-in. " .46.. 48 " 2Wn. " .38. . 40 00 35 50 25 20 40 00 19 00 6 00 20 00 8 30 5 20 6 .00 6 00 2 20 3 60 44 20 73 20 51 30 23 50 31. 50 52 50 15 80 276 EXHIBIT VI, SECTIONS 6-E AND 6-F. LEATHER BELTING, DOUBLE— Continued. 1 portable forge, 30-in. x 48-in. pan 1 bench, 3-ft. x 12-ft. x 2-in. top 1 vise, blacksmith's, 6-in. jaw shop horses 1 supply bin 2 supply cupboards 2 shop trucks, 2 ft. x 4 ft., 10-in. wheel . . . 2 ladders, 14 ft 20 clothes lockers Labor, erecting machinery and shafting Foundations for machines Organization, engineering and incidentals, 15% Total Preaent Value. Present \alue $12 00 10 00 11 00 10 00 20 00 36 00 16 00 4 00 40 00 $6,633 00 300 00 300 00 $7,233 00 1085 00 $8,318 00 WOODWORKING SHOP. SEVENTY -EIGHTH STREET AND VINCENNES ROAD. Present Value 24-in. Lane planer $ 200.00 7-in. Houston moulder 300 . 00 6-in. Smith moulder 275.00 emery grinder, double end 25.00 No. 4 Berlin self-feeding rip saw 220 . 00 25-in. swing cut-off saw with iron table and rolls 160.00 36-in. hand saw, (F. Douglas) 100 .00 ' Woods, No. 13509 100.00 scroll saw, Fay & Egan 90 .00 trim saw, double end 31 5 . 00 trim saw, single end 135 . 00 mortising machines 410.00 tenoning machine 227 . 00 16-in. jointer 165 .00 shaper (Manning, Maxwell & Moore) 200.00 carving machine 60.00 wood lathes, 22-in. x 12-in., @ $320.00 each 640.00 Fay vertical borer 145.00 30-in. automatic knife grinder 85.00 Woods, No. 182 ban resaw 100.00 Woods, No. 11 shaping machine, drop table 300.00 Woods, No. 85 endless bed, single surface 580.00 Woods, No. 70 30-in. cabinet planer 600.00 Smith 6-in. sash sticker 270 . 00 grindstone and frame, 6-in. x 42-in 23 .00 Ci. E. 35-hp. motor, complete 525.00 O. E. 2.5-hp. motors, complete 1,000.00 emery grinder 40.00 benches, 3 ft. x 12 ft 24 . 00 vises (Parker), 6-in 33.00 carpenter's work benches 20.00 lumber jacks 16.00 lumber trucks 45.00 shop horses 38.00 clothes cupboards 90 . 00 clothes lockers 28 . 00 SHOP TOOLS AND MACHINERY. WOODWORKING SHOP— Continued. Present Value 1 supply rack S 90.00 1 screw rack 1)0.00 I bolt rack UO . ()(j 1 drawing cupboard 1 .) . 00 4 water barrels 4 . 00 12 fire pails .'J. 00 4 fire extinguisher.'^ :Ui.0O 1 hose cart 19. oo 450 ft. 2^-in. fire hose and nozzle 227.00 planer knives, .'^0 in. long. . 22.00 8 " " 28 in. " 27.00 12 " " 24 in. " :{5.00 8 " " 16 in. " ir).00 1600 in. sticker knives KiO.OO 5 24-in. circular saws. \y,^ (10 2 18-in. " " 7.00 12 12-ih. " " 25.00 64 ft. 3 7/16-in. shafting SO . 00 2 3 7/16-in. couplings 23 . 00 8 3 7/16-in. shaft hangers, 20 in. drop 10() 00 166 ft. 2 15/16-in. shafting 105.00 8 2 15/16-in. couplings 48.00 3 2 15/16-in. shaft hangers, 12 in. drop 15.00 11 2 15/16-in. bracket hangers 27.00 WOODEN PULLEYS. 1 48-in. X 12-in $ 13 .00 1 40-in. X 16-in 12.00 1 40-in. X 12-in 9.00 1 36-in. X 18-in 12.00 2 36-in. X 12-in 16.00 1 36-in. X S-in 6.00 1 32-in. X 12-in 7.00 5 30-in. X 12-in 30.00 2 30-in. X 10-in. 10.00 3 30-in. X 6-in. 4.00 2 28-in. X 10-in. 9.00 2 2l-in. X 12-in 9.00 2 24-in. X 8-in 6.00 2 24-in. X 10-in 7.00 1 20-in. X 16-in 5.00 1 18-in. X 8-in 2.00 1 16-in. X 8-in 2.00 3 12-in. X 10-in 5.00 LEATHER BELTING, DOUBLE. 30 ft. r2-in. ((/ $1.90 S 57.00 66 " 10-in. " 1.58 104 .00 180 " 8-in. " 1.26 226 . 00 36 " 7-in. " 1.10 40.00 140 " 6-in. " .95 133.00 203 " 5-in. " .785 160 . 00 309 " 4-in. " .63 ' 195.00 30 " 3-in. " .46 14.00 LEATHER BELTING, SINGLE. 96 ft. 2-in. @ $0.15 S 14.00 90 ^' 2.V-in. " .19 ■ 18.00 60 " 3-in. " .23 14.00 170 " 4-in. " .31. . 54.00 278 EXHIBIT VI. SECTIONS 6-F AND 6-G. SHAVING EXHAUST SYSTEM. Present Value Hopper, sheet iron, steel frame $ 160 . 00 Exhaust fan, 16-in. inlet and 16-in. outlet, driven from main power shaft 95.00 Exhaust piping 240 . 00 1 sash clamp 10 . 00 18 large horses 54 . 00 CUSHION CLEANING SYSTEM. ' 1 9-in. suction fan $ 25.00 1 G. E. 800 motor complete 500 . 00 Beater shaft and 20 C. I., cams, 20 beater slats and 20-in. x 2-in. coil springs, sheet iron box 15 ft. long x 5-ft. diameter. 300.00 $11,608.00 Labor, erecting machines and shafting 1,000.00 $12,608.00 Organization, engineering and incidentals, 15% 1,891 .20 Total Present Value , $14,499.20 MOTOR REPAIR SHOP. SEVENTY -EIGHTH STREET AND VINCENNES ROAD. Present Value 1 lathe, 24 in. X 10 ft., (H. J. Benjamin Co.) $ 607.00 1 double-coil machine 607 . 00 4 coil-winding and banding machines 800 . 00 3 coil-taping machines (home-made) 45.00 2 re-insulating machines (home-made) 50.00 1 Franklin portable crane, size A 65 .00 1 Franklin portable crane, size 3 A 65.00 1 paper-cutting machine, (Reliance) . 125.00 1 field-coil press 9 . 00 ] small grindstone and frame 5 . 00 1 No. 3 Westinghouse motor, 20-hp., driving line shaft 400.00 1 press and frame 6 . 00 2 G. E. 800 motors, for test apparatus 1,000 .00 1 set braking shoes 18.00 1 shaft and coupling, 4 ft 20 .00 2 band-wire tension machines 15.00 22 rest stands with rolls 40 . 00 76 armature boxes 114.00 1 drying room radiator, 1100 ft. 1-in. pipe 38.00 5 work benches, 4 ft. x 10 ft.x 3 in., maple top, 4 C. 1. legs. ... 75.00 12 vises, (Parker), 6-in 132.00 2 benches, 12 ft. x 3 ft. x 2 in. top 16 . 00 1 bench, 45 ft. x 4 ft., 2 in. top 20 . 00 11 tables 156.00 12 lockers 24.00 2 clothes cupboards 24 . 00 8 supply racks 180 .00 2 supply tables, 20 ft. x 4 ft 24 . 00 1 supply bin 18.00 1 winding horse 2 . 00 4 shop trucks 32 . 00 2 tar tanks, 40 gal., 4 tar dip tanks, 20 gal 30.00 1 water tank, in wooden box, 30 gal 7.00 290 ft. shelving with drawers, 18 in. deep, 6 ft. high 200.00 SHOP TOOLS AND MACHINERY. 279 MOTOR REPAIR SHOP— Continued. I'nsint , , Value 2 pair scales $ 40 . 00 1 desk and revolving chair 'Jo . 00 5 high stools 5.00 5 magnet wire tension machines 100.00 All small tools 400 (jq 105 ft. 2 7/lG-in. shafting ' . 04 .00 5 2 7/16-in. couplings 30.00 11 2 7/16-in. hangers, 24 in. drop 60.00 WOODEN PULLEYS. 20-in. X. 8-in $ 2 .50 18-in. X 8-in 2 . 20 12-in. X 12-in . 2 .00 12-in. X 8-in 4 .50 10-in. X 10-in 1 .50 6-in. X 10-in 4 . 80 LEATHER BELTING, DOUBLE. 89 ft. 8-in. @ $1.26 % 112.00 202 " 4-in. " .63 127 00 185 " 3-in. " .46 S5.00 88 " 2\-\n. " .38 33 50 66 " 2-in. " .30 20.00 2 water barrels and 6 fire pails 4 . 00 $6,092.00 Labor, erecting machines and shafting 800 .00 §6,892.00 Organization, engineering and incidentals, 15% 1,034.00 Total Present Value $7,926 .00 TINNING SHOP. SEVENTY -EIGHTH STREET AND VINCENNES ROAD. Present Value 1 P. S. & W. beading jnacliine i? IS. 00 1 P. S. & W. setting down machine 8 . 20 1 P. S. & W. small wiring machine 10 . 80 1 P. S. & W. small burring machine 9 .00 1 P. S. & W. small turning machine 10.00 1 P. S. & W. large wiring machine 12.00 1 Carver leather splitter 15.00 1 No. 3 Westinghouse motor (driving line shaft) 400.00 150 ft. work bench and drawers 200 . 00 3 work tables and horses 25 . 00 1 wood and glass partition 56 ft. long 50 . 00 1 8-section steam drying room, 14 ft. x 15 ft. x 7 ft 150 . 00 1000 ft. 1-in. pipe for drying room : 95.00 7 work benches 63 . 00 1 work bench, 30 ft. x 5 ft 16.00 3 work benches, 3 ft. x 12 ft., 2 in. top 24.00 4 vises, (Parker), 6-in. jaws 44.00 1 workbench, 30 ft. long, 4 ft. wide 15.00 5 work tables, 5 ft. x 12 ft 45 . 00 7 supply racks ] 6 supply racks !■ 330 . 00 10 supply racks J 280 EXHIBIT VI, SECTIOX 6-H. TINNING SHOP— Continued. Present Value supply cupboanU $81 .00 supply bin IS. 00 scrap bin 22.00 work tablos, 4 ft. x 8 ft 16 . 00 bins on wheds 90 . 00 leather clarnp 2 . 00 No. 7 Niagara hand po\v(>r punc-li 25.00 No. 4 slitting .shear 18.00 P. S. & W. 30-in. square shears .05.00 P. S. & W. 30-in. pipe forming machine ; 14.40 P. S. & W. 20-in. folder ' 25 . GO P. S. W. 20-in. grooving machine 12.00 Wright's 80-in. stove pijje folder 10.80 Robinson 48-in. brake 99 .00 96-in. double truss cornice brake 225.00 W. & W. No. 12 sewing machines 80.00 table, 10 ft. X 10 ft., 1 in. top for abo\c 8.00 counter shaft for sewing machines 10.00 cane splitter '" 10 . 00 mangle 10 00 washing machine, 43-in. x 48-in. (Troy Laundry Co.) 115.00 washing machine, 36-in. x SO-in., (Troy Laundry Co.) 80.00 centrifugal dryer, 12-in. x 18-in 125.00 buffing stands 36 . 00 Hansen & Van Winkle nickel plater dynamo 50.00 hot water tank, 2 ft. x 4 ft. x G ft . . . . "^ 12 . 00 potash tank, 2 ft. x 4 ft. x 4 ft 15.00 hot water rinsing tank, 3 ft. x 4 ft. x 5 ft 8 , 00 cold water rinsing tank, 3 ft. x 4 ft. x 5 ft 10 . 00 oxidizing tank, G ft. x 4 ft. x 2 ft 20.00 drying tank, 6 ft. x 5 ft. x 4 ft. (sawdust) 10.00 blue print machine for developing 35.00 sweeper furnaces, stacks and tables 40.00 tar tank and pan, 40-gal 4 . 00 cane knife and table, 5 ft. x 8 ft., 1 in. top 13 .00 cane rack G .00 ft. 2 7''16-in. shafting 50.50 2 7/16-in. couplings 36.00 2 7/lG-in. hangers, IG-in: drop 48.00 counter shaft. 10.00 Snail hand tools, hammers, mallets, chisels, soldering inuis, beat"rs, plyers, snips, etc 150.00 desk, chair and cases 25.00 lockers 46.00 WOODEN PULLEYS. 1 10-in. \ 12-in 1 36-in. x 14-in 1 30-in. X 18-in 1 30-in. X 10-in 1 24-in. X (-m 2 12-in. X 8-in '2 12-in. X (•)-in 1 S-in. X G-in 1 6-in. X G-in 1 24-in. X 10-in 1 8-in. X 8-in 9.10 9.10 9.20 5 . 00 2.80 3.00 2.50 1.00 .90 4 . 50 1.10 SHOP TOOLS AXD MACIIIXERY 281 LEATHER BELTING. 58 ft. S-in. (louhlo (p $l.'i() 82 ft. (5-in. " " .9o 120 ft. -l-iii. •• " .m 65 ft. 4-iti. sinjrlc " ..SI 60 ft. 2A-in. " " .19 60 ft. 2-in. " " .1.') 2-1 ft. 4-in. riil)hcr, l-ply 1 Fairbaiik.s .scale 4 heavy shop horses. . . 2 water ])arrels and (i fiic p:ul> Lal)or, erecting- machines and shafting. Organization, engineering and incidentals, 15% Tiitdl Prefient Value Present Value 72 . 50 78.00 75 . 60 20.00 11 .40 9.00 4.60 25.00 8.00 4 . 00 .^3 ,682.60 400.00 §4, 082 . 60 612.40 $4,695.00 PAINT SHOP. SEVENTY -EIGHTH STREET AND VINCENNES ROAD. I paint grimier and base $ 1 G. E. 5-hp. motor for above 1 5000-lb. spur gear elevator 1 1 G. E. 800 motor for elevator 11 zinc paint tanks, 60-eal 3 " " " 250-gal 6 " " " 20-gal 1 mixing bench, 36 ft. x 3 ft., drawers, zinc-covered . 4 mixing benches, 18 ft. x 3 ft., zinc cover Brushes, about 1,000, various sizes I supply rack 3 supply cupboards, 5 ft. x IS in. x 8 ft 1 supply bin 2 waste tanks, 30-gal 1 scale 240-lb. (counter type) 10 horses (large) 2 water barrels and S fire pails () drying racks 1 wash tank, zinc lined, 10 ft. x 3 fl 3 extension ladders 14 common ladders .■ 82 lockers 200 sash storing cases, 2 ft. x 3 ft. x 3 ft 1 moulding rack 1 work bench, 4 ft. x 20 ft., 2 in. top 2 supply racks and 1 truck 2 clothes cupboards, 5 ft. x 7 ft.x ISXt. . 1 hand shear and frame. . . . r.:. 1 bench vise 4 work benches 24 step ladders 2 supply cupboards 7 fire extinguishers P resen t Value 40 . 00 100.00 ,000.00 500.00 47.00 44.00 18.00 40.00 60 . 00 300.00 90.00 40.00 14.00 7.00 9.00 30 . 00 4.00 100.00 15.00 15.00 28.00 164.00 300.00 10.00 12.00 24.00 25 . 00 12.00 19.00 18.00 24.00 24.00 63 . 00 Labor of erection and installation $3,196.00 350.00 $3,546.00 532 . 00 Grganization, engineering and incidentals, \f>' , Total Present Value $4,078.00 282 EXHIBIT VI, SECTIONS 6-J AND 6-K. BRASS FOUNDRY. SEVENTY-EIGHTH STREET AND VINCENNES BOAO. Present Value 1 42-in. Swartz metal furnacC; (Hawley Down Draft Furnace Co.) $ 400.00 2 babbitting furnaces as described below: One furnace 3 ft. x 3 ft. x 3 ft. of \-\n. sheet iron, brick lined and C. I. bowl 40 . 00 One furnace C. I. bowl 50 . 00 9 air-blast metal furnaces, set in 360 . 00 1 No. 42 Root pressure blower 125.00 1 No. 3 Sturtevant blower 32 . 00 1 No. 47 Doty punch and shear 800 . 00 1 core drying oven, 4 ft. x 4 ft. x 2 ft. of ^-ip. sheet iron 20.00 1 No. 3 motor for driving line shaft 400 . 00 20 ft. 2 7/16-in. shafting 13.00 3 2 7/16-in. bracket hangers 12.00 1 pulley, 30-in. x 8-in 4 . 00 1 pulley, 24-in. x 6-in 2 . 50 1 pulley, 18-in. x 10-in 2 . 50 40 ft. 8-in. leather belting, double @ $1 .26 50.40 36 ft. 4-in. " " " " .63 22 . 60 48 ft. 3-in. " " single " .23 11.00 2 moulding machines 40.00 1 vise and bench 20.00 1 work bench 12 . 00 8 clothes lockers 16.00 20 crucibles, No. 70 and No. 35; 10 in. high and 10 in. high 80.00 5 moulding benches 3 .00 3 ladles 12 . 00 1 Fairbanks 1,000-lb. portable scale 25.00 40 iron flasks 40 . 00 70 wooden flasks 60 . 00 8 riddles, 24 in. diameter 4 . 00 10 shovels 10.00 8 rammers 4 . 00 1 wash tank S . 00 1 desk and stool 4 . 00 1 water tank , S . 00 $2,691.00 Labor of erection and installation 400.00 $3,091.00 Organization, engineering and incidentals, 15*^^ 463.00 Total Present Value $3,554 .00 MACHINE SHOP. SEVENTY-EIGHTH STREET AND VINCENNES ROAD. Counter shafts included in cost of each machine, also chucks, dogs, and tods for each machine. Present Value 17-in. X 7-ft. Blaisdell lathe $ 452.00 18-in. Fox turret lathe 525.00 20-in. x 10-ft. Blaisdell lathe 637.00 17-in. X 5-ft. Blaisdell lathe 380 . 00 26-in. X 12-ft. Blaisdell lathes 900.00 1 4-in. X 4-ft. Pitching lathe 300 . 00 34-in. X 7-ft. New Haven lathe 900.00 Pond single head axle lathe 1.280.00 26-in. X 48-in. x 12-ft. McCabe double spindle lathe 1.100.00 SHOP TOOLS AND MACHINERY. 283 MACHINE SHOP— Continued. Prsent Value 14-in. X -1-ft. Flathers lathe $ 375.00 24-in. X 6-ft. Flathers lathe 7.35 . 00 Univer.sal grinder 300 . 00 Quint G-spindle turret drill press lOS . 00 Quint 6-spindle turret drill pre.ss 108 . 00 4S-in. radial gang drill 450 . 00 Gould & Eberhart 34-in. drill press 450.00 American twist drill grinder 75 .00 Snyder 24-in. drill press 230 . 00 Snyder 18-in. drill press 75 . 00 Dawson & Goodman IS-in. drill press 75.00 axle straightening machine 250 . 00 Lodge & Davis 20-in. shaper 425 . 00 Wheeler 20-in. x 6-ft. planer 400 . 00 bench drill press, lO-in 15 . 00 Rockford drill press, 20-in 75 .00 Gray planer, 44 in. x 10 ft 1,914.00 Flathers 24-in. shaper 450.00 Pond 48-in. car wheel borer 1,950.00 Harrington 32-in. car wheel borer 1,300.00 Niles 42-in. car wheel borer 1,750.00 Merriman bolt cutter, l^J-in., single head 275.00 Acme bolt cutter, 1^-in., double head 500 . 00 Acme 8-spindle nut tapper 500 . 00 No. 46 Crosley punch 300.00 Universal milling machine 700. 00 hydraulic wheel press . . .S75 . 00 hydraulic lift system . . 100.00 18-in. double emery grinders 186.00 14-in. surface erinder 250 . 00 car wheel grinding machine 1,100.00 power hack saw 20 . 00 Whiting 5-ton traveling crane, electric 2,088.00 G. E. 25 hp. motors, driving line shaft 1,000.00 G. E. 35 hp. motor, " " " " 700.00 G. E. 15 hp. motor, " " " 300.00 2-in. pipe-threading machine 237.00 portable hydraulic pit jack, 2-ton 25.00 5-ton worm-gear elevators 2,400 . 00 large grindstone and frame, G in. x 3 ft 18.00 large grindstones and frames 36 . 00 work benches and vises . • ' 144 . 00 work bench and vise 16.00 32 portable tool racks (iron) 192.00 large surface plate and frame, 48 in. x 60 in. x 2^ in 300.00 2 small surface plates and frames, 18 in. x 24 in. x 2 in 50.00 28 clothes lockers 56 . 00 12 screw jacks, 4 18-in., 4 12-in. and 4 10-in 20.00 80 mandrels 224 . 00 3 large trucks 45 . 00 2 hand trucks 1 . 00 5 iron wheelbarrows 33 . 00 1 bench scale 9 . 00 3 rest stands 9 . 00 1 bolt cutter, double head 500.00 3 air hoists and hose 135.00 4 jib cranes. 1-ton, @ $50.00 200.00 1 3-ton chain hoist 30 . 00 2 1-ton hoists 25.00 284 EXHIBIT VI, SECTION 6-K. IHACHINE SHOP— Continued, 2 1 1 1 1 10 9 4 12 4 96 516 1185 23 1 2 4 200 110 4 4 3 1 1 1 1 3 1 2 3 130 19 6 276 14 39 A— ton chain hoists supply rack, 80 ft. long .supply rack, 140 ft. long supply rack, 60 ft. long, double, supply rack, 45 tt. long, double. supply racks supply racks supply racks supply rack supply racks supply racks supply rack shafting supply rack axles shop hoses ladders high stepladders water barrels fire pails hose reels, 50 ft. 1-in. hose and nozzle, each ft. wood and wire partition, tool room taps, 3/16-in. to 1 3-in., in duplicate sets twist drills, 1/16-in. to 2^-in., in duplicate sets reamers, \-in. to 1 5/16-in check index and case (150 checks) Little Giant air drills @, $90 . 00 pneumatic shipping hammers @ $60.00 punches and dies, assorted sizes milling cutters, assorted sizes ratchet drills breast drills sets hand dies and stocks ! , . . Q. & C. air drill tool rack, 64 ft. long tool cupboard supply rack (overhead) waste boxes, 31 in. x 28 in. x 30 in. (zinc lined) clothes locker desks and stools waste cans ft. 2 15/16-in. shafting, main line 2 15/16-in. hangers, 24 in. drop 2 15/16-in. couplings ft. 2 7/16-in. shafting, main line • 2 7/16-in. couplings 2 7/16-in. hangers, 24 in. drop intennediate shafts (complete, pulley shaft 2 15/16-in., 30 pulleys, 2 bearings) Small tools and hand tools for the entire machine shop Present Value 21.00 30.00 45.00 45.00 40.00 22.00 25.00 50.00 24.00 15.00 10.00 4.00 4.00 52.00 100.00 115.00 592 . 00 64.00 5.00 180.00 240.00 80.00 220.00 15.00 9.00 22 . 00 65.00 200.00 25.00 50 . 00 30 . 00 10.00 45 . 00 10.00 97 . 00 106.00 39 . 00 121.00 63 . 00 1 56 . 00 117.00 500 . 00 WOODEN PULLEYS. 1 40-in. X 12-in 1 36-in. X 12-in 1 36-in. X 10-in 2 30-in. X r2-in 2 30-in. X 10-in 1 28-in. X 10-in 2 24-in. X 12-in 2 24-in. X lO-'n 5 25-:n. X 9-in Present Value $ 9.00 7.70 6 . 75 11.80 ] . 00 4 . 50 8 . 30 7.20 17.00 SHOP TOOLS AND M AC II I S EliY . 285 102 17') 275 34o 334 422 502 356 268 132 1 1 MACHINE SHOP— Continued. I'rescnt Value 24-in. X S-in « !) . 00 24-in. X 6-in 5 . 00 20-in. X 14-in 7 . 70 20-in. X 12-in 3 . 30 20-in. X 10-in .5 . 70 20-in. X 9-in 7.95 20-in. X 6-in (j , 00 18-in. X 10-in .5.00 16-in. X 8-in 3 . 80 14-in. X 12-in 4 . 40 14-in. X 8-in ;i . 20 ] 4-in. X 6-in. 2 . SO r2-in. X 12-in 3.90 12-in. X 10-in 1 . 70 12-in. X 8-in 1.45 12-in. X 6-in 11.25 16-in. X 6-in 1 . 00 lO-in. X 12-in 1 . 75 10-in. X 8-in 2 . 60 ] 0-in. X 10-in :^ 65 10-in. X 4-in 1 . 00 8-in. X 6-in 2 . 00 6-in. X 0-in 2 . 00 48-in. X 10-in. iron pulleys 87.00 3n-in. X 10-in. " " 21 . 00 LEATHER BELTING. DOUBLE. ft. 10 -in. @ $1.32 S135.00 " 8- in. " 1.05 185.00 " 6 -in. " .79 217.00 " 5 -in. " .65 223.00 " 4-in. " .02 207.00 " 3i-in. " .45 190.00 " 3 -in. " .38....... 191.00 " 21-in. " .32 : 114.00 '' 2 -in. " .25 67.00 " U-in. " .17 22.00 watchman clock (Newman) 55 . 00 dust-removina; system 180.00 S37,457.00 Labor of erection and installation 1,200.00 .S3S,657.00 Organization, engineering and incidentals, 15' ,' 5,798.00 Total Present Vnlne $44,455 .00 PATTERN HOUSE. SEVENTY -EIGHTH STREET AND VINCENNES ROAD. Pattern.s a.s listed represent a reasonable amount and are un- doubtedly almost all live patterns, those which would be required for the operation of an extensive railway system. The Cost New would be considered the same as the Present ^^alue providing all or mostly all patterns are alive. Present Value $10,450 . 00 EXHIBIT VII OFFICE FURNITURE AND FIXTURES EXHIBIT VII. OFFICE FURNITURE AND FIXTURES. A detailed inventory was made of the Office Furniture and Fixtures of the Chicago City Railway company and we find the schedule submitted by the company to be correct and their valua- tion fair. SUMMARY. Present Value First National Bank Building $ 1,588.94 1016 Ashland Block (Claim Department) 2,455.00 913 Ashland Block (Law Department) 834.00 2020 State Street 18,857.35 38th Street and Cottage Grove Avenue Car Barn 2,333.00 61st and State Street Car Barn 3,550. 50 39th Street and Wabash Avenue Car Barn 3,045 . 00 31st Street and Archer Avenue Car Barn 2,674.30 39th and Wallace Street Store House 4,230.95 77th Street and Wentworth Avenue 3,753 . 60 69th Street and Emerald Avenue 2,857 . 50 Total Present Value $46,180 14 290 EX HI BIT VI f. 9 FIRST NATIONAL BANK BUILDING. Present Value mahogany bookcases §104.00 1 mahogany flat-top desk 78 . 40 1 mahogany 6-ft. table 58 . 80 1 mahogany 6-ft. table 50.00 1 sofa 133.28 1 mahogany rotary arm chair 23 .52 4 maViogany arm chairs 79 . 04 1 mahogany stool 1 . 60 3 birch roll-top desks 125.40 3 birch rotary arm chair 23 . 52 6 birch chairs 28.20 2 birch 4-ft. tables 30 . 00 1 birch rotary chair 5. 19 2 birch rotary chairs 14. 12 1 birch flat-top desk 15.68 2 birch flat-top typewriter desks 65.86 1 birch 6-ft. settee 21 . 95 1 birch 4-ft. settee 19 . 60 1 birch 6-drawer index cabinet 12.25 1 birch 3-section filing cabinets 80.00 1 birch index drawer 3 . 75 1 oak 2-section filing cabinet, with stand 20.00 4 wooden desk trays 2 . 00 1 railing 3.50 2 No. 6 Remington typewriters ' 175.50 1 oil painting picture, car 5001 75.00 16 volumes of American miscellaneous law books, etc 100.00 1 incandescent extension lamp 8.25 1 minute clock 7.00 1 double ink-stand 20.00 6 window ventilators 33 . 15 1 door mat, rubber 3 .09 1 city directory 7. 50 12 inkwells ..." 4 . 20 4 cuspidors with rubber mats 2.00 7 waste paper baskets 3 . 29 Bells, buzzers and wiring 50 . 00 Miscellaneous printed matter and stationery 100.00 Total $1,588.94 OFFICE FURNITURE AND FIXTURES. 291 ASHLAND BLOCK. CLAIM DEPARTMENT. 30 15 1 Law library cylinder desk cylinder desk cylinder desks, @ $20 .00 cylinder desk cylinder desk stenographer's cylinder desk. . . . library table ftat-top desks @. .|10 . 00 table.-, " $10.00 office chairs " $10.00 office chairs, common, @ -52.00. small file cabinet letter press filing cabinets @ S30 . 00 settee office stool stenographer's table chair.s'@, SIS.OO leather couch filing cabinet ft. railing ft. partition and door filing cabinet Vault fixtures Present Value ? 1,500. 00 1 00 . 00 100.00 GO . 00 ;u) . 00 lOOO 20.00 20.00 50 . 00 ao . 00 140.00 42.00 10.00 5.00 60.00 5.00 1.00 3.00 72.00 20 . 00 30 . 00 10.00 30 . 00 2.00 75 . 00 Total . $2,455.00 LAW DEPARTMENT. Present Value 1 cylinder desk $ 100.00 1 flat-top desk 90 . 00 1 cylinder desk ] 00 . 00 1 cylinder desk 30.00 3 cylinder desks @ $20 . 00 60 . 00 2 stenographer's desks @ $36 .00 - 72 . 00 1 stenographer's desk @. $20.00 20.00 2 library tables @ $10.00 20.00 1 settee 6 . 00 1 small desk 1 5 . 00 14 chairs @ $1000 140.00 1 letter press 8 . 00 20 common chairs @ $2 . 00 40 . 00 6 desks and seats @, $5 . 00 30 . 00 1 small filing cabinet 1 . 00 1 small filing cabinet 7.00 1 seven-section bookca-^e 15.00 1 library table 30.00 1 filing cabinet 25 . 00 1 filing cabinet 2.00 13 chairs, common (??, $1 . 00 • 13 . 00 1 table 1.00 Total $834.00 292 EXHIBIT VII. 2020 STATE STREET. SUMMARY. Present Value 1 Track department $ 725.90 2 Drafting room 6,612 . 05 3 Blue-print room 1,683 . 75 4 Chief engineer (Mr. Fleming) 306 . 25 5 Stenographers 562.45 6 Superintendent power plants (Mr. Leland) 389 . 00 7 Ladies' toilet room 3 . 85 8 Mailing room 52 . 00 9 Printing and stationery department (Mr. Furlong) 128 . 85 10 Printing and stationery department (former ofhce) 12 . 00 11 Supt. time tables (former office) 98.00 12 Supt. of employment (Mr. Grinnell) 147.75 13 Supt. of employment annex (Mr. Grinnell) 35 . 25 14 Supt. of employment (Mr. Grinnell) 455.75 15 Supt. time tables (Mr. Jewell) 307 . 25 16 Supt. of transportation (Mr. Blakely) 682.90 17 Supt. of transportation (Clarence) 460. 35 18 Track department (former office) 79 . 00 19 Toilet room, second floor 3.25 20 Auditing department 2,349 . 35 21 Auditing department (Mr. Hogarth) 227 . 85 22 Treasurer, rear room (Mr. Burke) 1,722 . 65 23 Treasurer, front room (Mr. Burke) 297.50 24 Telephone room 141.20 25 Front hall, first floor 10.00 26 Elevator 2 . 50 27 Toilet room, first floor 3 . 00 28 Basement, in storage 644 . 00 29 Basement, porter's room 41 . 70 $18,185.35 All office stationery 300 . 00 Ink wells, letter scales, stamps and holders, pencils, pens, etc 150.00 Awnings, blinds and fixtures 182 . 00 5 Miller No. 2 fire extinguishers 40. 00 Total $18,857.35 OFFICE FURNITURE AND FIXTURES. 293 TRACK DEPARTMENT. Present Value 2 roll-iop (leakh S 75.00 1 leather-covered flat-top desk •. . . 1 5 . 00 1 hiirh flat-top desk 25.00 4 rotnry desk chairs lid. 00 2 large chairs 10 . 00 4 chairs 8 . Oq 2 benches, pine G.OO high rotary stool 4 . 00 closet, oak 15 .00 bookcase 30 .00 large cabinet, 3 parts, oak 55 .00 small cabinet, oak 5 . 00 inde.v card-filing cabinet, oak 7 .00 cabinet with rail sections 15.00 small cabinets, oak 2 .00 small rack for maps, oak 1 .00. holder for letters .50 12 picture frames with glasses 15.00 2 wire tiays for letters .50 2 wire baskets ' .70 wicker waste basket .25 cuspidors 3 . 00 feather duster .45 large glass tube, mounted on woodwork, cnntainirig earth samples 3 . 00 holder for weather maps 1 . 00 engineer's level 108 . 00 engineer's level 50 . 00 engineer's transit 75.00 level rod 8.00 level rod 0.00 engineer's chain 10.00 flag pole 2.00 tripod 5.00 tape lines, steel, each §8.00 128t00 window pole -50 Total $725.90 DRAPTING ROOM. Present Value 1 large filing cabinet, pine, 3 parts $ GO. 00 1 filing cabinet, oak, 2 parts 35.00 1 filing case, pine 10 . 00 1 drawing paper case, pine 5.00 1 small filing case, pine 5.00 1 atlas cabinet, oak 25 . 00 1 flat-top desk with file, oak 20.00 1 desk rotary chair 5 . 00 1 small cabinet for drawing material 4 .00 1 chair 100 4 large drawing tables with horses, (^ $12 48.00 3 small drawing tables, adjustable, @ $10 30.00 1 small drawing table 8 .00 5 rotarv drawing stools, @, $4 20 . 00 4 drawing stools, @ $1 . 50 ■ 00 4 foot boards, @ 50c 2 . 00 1 pair horses, pine, @) $2 . 00 2 . 00 1 drawing shelf, pine 1 50 1 small wall cupboard, pine 3 . 00 294 EXHIBIT VII. DRAFTING ROOM— Continued. Present Value picture frames with glasses $ 8.00 filing case, pine 2 . 50 water cooler and stand 8 . 00 step ladder, pine 2 . 00 mirror and frame 2 . 50 wicker waste baskets, @ 25c 1.25 wire waste basket .35 cuspidors, @ $1 . 00 7 . 00 duster .25 whisk brooms, @ 30c .60 enameled iron soap dish .25 drinking cups, @ 5c , .10 Linoleum drawing board covers, 15 sq. yd. @ 25c 3.75 Drawing material, paper, T squares, ink, pencils, etc 80.00 1 large city map drawn by C. C. tly. Co 200.00 16 portfolio maps, @ $1 . 00 16 . 00 Index books 4 .00 Various city maps, printed 30 . 00 Various atlases ' 350 . 00 953 original tracings of record 2,800.00 320 foreign blue prints of record 320.00 set special track work record.s, 151 sheets 1,500.00 set distance charts 250 . 00 set boulevard records 1S5 . 00 track card index 200.00 map feeder record 100 . 00 map bonding record 100 . 00 map track record 100 . 00 map underground conduit record 50.00 Total $6,612.05 BLUE PRINT ROOM. I blue print machine 1 water tank, pine and zinc lined 1 cabinet, oak, for electrical instruments 2 tin tubes with covers @ $2 .00 1 small stop ladder 2 che.sts for track dept., 1 @ $3.00 and 1 Cfft •'S4.00 . . . . 1 canvas dark room 2 large picture frames with glasses 1 small shelf 1 wicker waste basket 1 cuspidor All electrical instruments Total MR. FLEMING'S OFFICE. Present Value roll-top desk 1 75 .00 rotary desk chair 15.00 large chairs, @ S12 . 00 4S . 00 large roll-top bookcase 50 . 00 large glass-top table, oak 45.00 Present Value $ 300 00 7 00 25 00 4 00 1 00 7 00 4 00 4 00 50 .25 1 .00 1,330.00 $1,683 75 OFFICE FVliSlTVRK ASD FIXTURES. 295 MR. FLEMING'S OFFICE— Continued. I'resent Value large rack for niajjs, oak % 8.00 l)icture frames witli glas.se.s 4 . .50 brussels carpet, 31 sq. yd 4.5 . 00 rug 7.00 door mat .7.5 telephone .shelf 1 .00 wire wa.ste ba.sket .35 wicker tray for letters .50 mirror and frame 3 . 00 glas.s tumbler .10 small shelf .50 whisk broom .30 cvispidor 1 .50 porcelain soap tray .25 towel rack .50 TuUd $306.25 STENOGRAPHER'S OFFICE. Present Value 2 roll-top typewriter desks, 1 @ $33.00 and 1 @, $45.00. . . S 45.00 1 flat-top desk 20.00 2 rotary desk chairs, 1 @ $4.00 and 1 @ $5.00 9.00 3 large'chairs @ $10 . 00 30 . 00 1 chair 3.00 2 letter-filing cabinets, 1 (o^ $30.00 and 1 (ff: $f0.00 70.00 1 cabinet , $10 00 18.00 large chair 10 . 00 table, oak 25.00 chair 2.00 wardrobe, pine 1 5 . 00 bookcase, oak 30.00 small cabinet, oak 10.00 small drawing table with horses 8.00 glass-top table 7.00 .stepladder 1 . 00 carpet, 28 sq. yd 1 5 . 00 picture frames with glasses 10 . 00 wicker waste baskets @ 25c . .50 mirror and frame 2.00 whisk brooms @ 50c .60 brush and comb . fiO enameled iron soap dish .25 tin cup .05 cuspidors @ $1 .00 2.00 towel rack .50 296 EXHIBIT VII. Vault. filing cabinet, pine filing cabinet, oak. safe stepladder Total . LADIES' TOILET ROOM. 1 mirror and frame 1 brush and comb 1 towel rack 1 enameled iron soap tray. . Total . MAIL BOX HALL. bench, pine water cooler with stand sets letter boxes (total 26 boxes). cuspidor Total MR. FURLONG'S OFFICE. roll-top desk open filing case, pine rotary desk chair large chair chair roll-top bookcase, oak cabinet with 6 drawers small table wire letter tray, 4 partition:- wire waste basket picture frame with glasses. . w"indow pole cuspidor Total . . MR. FURLONG'S OLD OFFICE. small chest, pine picture frame with glass, small filing cabinet Total . MR. JEWELL'S OLD OFFICE. wardrobe, oak flat-top desk table, oak table, pi lie large rack for maps. . . . large chair chairs @, .$2.00 picture frame with glas cuspidors @ $1.00. . . carnet Present Value $ 35.00 60.00 40.00 1 .50 $389 . 00 Present Value S 2.50 .60 .50 .25 $3.85 Present Value $ 3.00 8.00 40.00 1.00 $52 00 Present Value $35.00 3.00 7.00 8.00 4.00 40 . 00 4.00 3.00 1.00 .35 22.00 .50 1 00 $128.85 Present Value $ 3.00 4.00 5.00 $12.00 Present Value $40 00 15.00 8.00 5 Total . 00 5.00 8.00 8.00 2.00 2.00 5.00 $98 00 OFFICE FVRNirVltE AS'D FIXTURES. 297 MR. GRINNELL'S OFFICE. Present Value 1 rotary desk chair .S12 .00 1 table, oak 15.00 2 filing cases with 4 drawers 14 .00 5 large chairs @ SS.OO 40 . 00 1 filinii- cabinet, oak 8.5.00 1 carpet, 2V) sq. yd 25 . 00 1 large wire waste basket .50 1 wicker tray for letters .50 2 picture frames with gla.sses 3 . 00 1 wire tray for letters .25 1 window pole .50 2 ciispirlors 2:00 rotal $145 75 APPLICATION OFFICE ANNEX. Present Value 2 large tables, pine, covered with oil cloth $20.00 1 cliair 3 . 00 11 chairs @ Sl.OO 11.00 1 iMctiire frame with glass .50 1 door mat .75 Total $35.25 APPLICATION OFFICE. Present Value roll-top desks, 1 @, $45.00 and 1 @ $35.00 $80.00 roll-top bookcase, oak 50 . 00 wardi'obe, oak 40.00 filing case for stationery, pine 15.00 filing case, pine 10.00 filing case with 12 drawers, pine 8.00 large chest, pine 5.00 small filing case, pine 2.00 cabinet with cast-iron stand.s, oak 9 . 00 wall filing cabinet 10.00 rotary desk chairs, 1 @ $6.00 and 1 @ $4.00 10.00 large chair S.OO chairs, 1 @ $3.00 and 1 @ $2.00 5.00 iron mail box, japanned 1 .00 wicker w^aste baskets, @, 25c -50 mirror and frame 2 . 50 picture frame with glass 4 .00 tcwel rack -50 hair brush ■ •'>0 enameled iron soap dish -25 cuspidors, @ $1.00 -"^ .00 Vault. 2 large cabinet files @ $45.00 90.00 1 cabinet file, pine 25.00 1 stepladder A'^^ 1 typewriter 75 .00 Total $455,75 298 EXHIBIT VII. MR. JEWELL'S PRESENT OFFICE. Present Value roll-top desks, @ $45.00 .$90 . 00 small roll-top desk 25. 00 flat-top desk 15 . GO large roll-top filing case, oak 90 . 00 filing cabinet, pine 30 . 00 small cabinet on cast-iron stand 5.00 small cabinet 2 . 00 rotary desk chairs, 1 (a) «10.00, 1 @ $5.00, 2 (ai $6.00 27.00 carpet, 33 sq. yd ". 15.00 large iron waste basket .50 iron waste basket .35 wicker waste basket .25 picture frame with glass .50 towel rack with mirror 2 . 00 brush and comb .60 glass tumbler .05 pitcher .25 whisk broom .30 cuspidors, @ $1 .00 3 . 00 duster .45 Tota] $307 . 25 MR. BLAKELY'S OFFICE. Present Value roll-top desk $85 . 00 large table, oak 70 . 00 large bookcase, 3 sections, oak 90 . 00 rotary desk chair 20 . 00 large chairs, @ $10.00 SO . 00 Brussels rug, 40 sq. yd 60.00 picture frames with glasses 20 . 00 large rack for maps 5 . 00 large wire waste basket .50 wire tray for letters .25 wire waste basket 35 whisk broom .30 cuspidor 1 .50 Books in bookcase 250.00 T'ltdl $682.90 CLARENCE'S OFFICE. Present Value roll-top desk $25 . 00 roll-top tyjjewriter desk 30.00 table, oak 8 . 00 rotarv desk chairs, 1 @ $8.00 and ] @ $6.00 14.00 large chairs @, $6.00 24 . 00 large filing cabinet 60.00 wardrobe, oak 40 . 00 name card cabinet 8.00 picture frames with glasses 8.00 large wire waste basket .50 wire waste basket .35 wicker trays for letters, (a; 50c 1 . 00 wire tray for letters .25 water cooler with stand 8 . 00 carpet, 34 ^ .sq. yd 18 . 00 window pole .50 OFFICE FURNITURE AND FIXTURES. 299 CLARENCE'S OFFICE— Continued. I'resent Value lurgo sholf S 1 . 00 small sholf .50 brooms, @ 35(,' 1 . 40 towel rack .50 wall cabinet with mirror 3 .00 l)rii?h and comb .00 j^lass tumbler .10 soap dish .15 dusters, @ 25c .50 cuspidors, @ $1.00 2.00 typewriter 75 .00 Vault. large index filing cabinet 55.00 small index filing cabinet IG .00 cabinet file, pine 12 .00 large cabinet fde, pine 40 . 00 money box 6 . 00 step ladder 1 .00 Total $460.35 FORMER :OFFICE OF TRACK DEPARTMENT. Pre.«ent Value 1 roll-top desk $45 . 00 1 rotary desk chair 16 . 00 1 filing cabinet 15.00 1 flat-top desk 3 .00 6 drawers for cabinet 6.00 Total $79.00 TOILET ROOM— SECOND FLOOR. 1 mirror with frame S2 . 50 1 towel rack .50 1 soap dish -25 Total $3.25 AUDITING DEPARTMENT. Pre.'^ent Value 1 roll-top desk (Mr. John,M)n's) $50 .00 1 table, oak, leather covered 20 . 00 2 rotary chairs (Mr. Johnson's) 1 @ $12.00 1 @ $6.00 18.00 1 rug (Mr. Johnson's) 5 . 00 1 high flat-top desk (Mr. Oake-s') 85.00 G high flat-top desks, @ $25.00 150.00 6 flat-top desks, @ $15.00 00.00 3 " " " " $20.00 60 . 00 1 " " " (Mr. Dewey's) 35.00 1 roll " " " " 60.00 2 " " " 1 @ $45.00 and 1 @ $35.00 80.00 1 large table, oak 25.00 4 oak tables, 1 @ $8.00, 1 @ $15.00, 1 @ $12.00, 1 @ $6.00. 41.00 1 table, pine "•'^0 1 large chair 8 00 1 rotary desk chair (Mr. Dewey'.=) 10 . 00 3 " " chairs, @ $8.00 24 .00 5 " " " " $6.00 30.00 1 " " chair -lOO 6 " " stools,® $3.50 21.00 2 " " " " $4.00 $00 300 EXHIBIT VII. AUDITING DEPARTMENT— Continued. Present Value chairs, @ $1.00 $ 2.00 wardrobes, @ $40.00 200 . 00 filing cabinet, pine .'-50 . 00 filing cabinet with 16 drawers •. 1;).00 index card filing cabinet 12.00 case to support tho above 4 . 00 cabinet with cast-iron stand and press IS. 00 large cabinet file, pine 40 . 00 open cabinet file and 48 boxes, all pine 50.00 small chest 3.00 carpet, 32 sq. yd 50 . 00 picture frames with glasses 13 . 50 shelf, oak 3 . 00 footstool 1 . 00 enameled iron cup .15 wicker basket .25 large wire waste basket .50 wire waste baskets, @, 35c 3 . 50 wire trays, 3 partitions for letters 1 . 50 diister. ^ .25 mirror and frame 2 . 50 towel rack _ .50 brush and comb .GO soap dish .10 small shelf .50 10 cuspidors, @ $1.00 10.00 1 typewriter 120 . 00 2 typewriters 190.00 3 Burroughs adding machines 675.00 Vault. 1 large filing cabinet 30.00 1 " " " 40 .X)0 1 stepladder 1 . 50 1 mimeograph 50 . 00 Total $2,349.35 MR. HOGARTH'S OFFICE. Present Value roll-top desk $65 . 00 rotary desk chair ; 15 . 00 large table, oak, leather-covered 40.00 large chairs, 2 (ai $8.00, 2 @ $10.00 ' 36.00 charge account file and case, oak 15.00 bookcase, oak 30 . 00 carpet, 12 sq. yd 25 . 00 window pole .50 wire basket .35 cuspidor 1 . 00 Total $227 . 85 MR. BURKE'S OFFICE— REAR ROOM. Present Value 1 roll-top desk $ 50 . 00 1 rotary desk chair 10 . 00 1 table, oak 20 . 00 4 large chairs (a $8.00 32 . 00 1 small flat-top desk 10 . 00 OFFICE FURNITURE AND FIXTURES. 301 MR. BURKE'S OFFICE— REAR ROOM- Continued. small table, oak .S small round table, pine wardrobe, oak filing cabinet Hall Safe & Lock Co.'s safe 1, rug, 6 sq. yd large wire waste basket window pole small chests @ $2.50 stepladder duster mirror and frame towel rack small rack with mirror brush and comb soap dish cuspidor with rubber mat cuspidor typewriter Herring & Co.'s safe cabinet file cabinet file, pine Present Value 5.00 2 . 50 40 . 00 ■M) . 00 250.00 10.00 .50 .50 7.50 2.00 .45 2.50 .50 1.00 .60 .25 1.30 1.00 100.00 70.00 35.00 40.00 Total . $1,722.60 MR. BURKE'S OFFICE— FRONT ROOM. Present Value 1 roll-top desk $40 . 00 2 roll-top desks @ $30.00 60.00 1 rotary desk chair 8 . 00 4 rotary desk chairs @ $6.00 24 . 00 1 rotary chair 4 . 00 1 ' movable partition, oak 10 . 00 1 small file and bracket 2 . 00 1 table for scale 3 . 00 1 counter scale, oak 20 . 00 1 wardrobe, oak 40 . 00 1 table, pine 4 . 00 1 rug 2.00 1 door mat • ^^ 1 large counter with files 40 . 00 1 window pole " '50 4 large wire waste baskets @ 50c 2 . 00 1 large wooden tray, oak 1 . 50 2 small wooden trays @ 75c 1 . 50 1 duster • -5 2 cuspidors (a), $1.00 2.00 1 money scale and weights 30 . 00 2 counting pans @ $1.00 2.00 Total $297.50 TELEPHONE ROOM. 1 rotary desk chair S 1 flat-top desk 2 chairs m $1.00 '■ 1 small stool, oak 1 large cabinet, pine, 5 sections I're.'ent V.ilue 8.00 15.00 2.00 2.50 80.00 301: EXHIBIT VII. TELEPHONE ROOM— Continued. Present Value cupboard, pine S 15.00 water cooler and stand 8 . 00 table, pine -^00 picture frames with glasses 2 . 50 cabinet for bulletins 3 . 00 waste basket • '^^ cuspidors @ $1.00 __^^ Total $141.25 FRONT HALL, FIRST FLOOR. 1 step board 1 wire mat 2 rubber mats, 1 @. $2.50 and 1 @ $2.00 1 pressed paper cuspidor 1 picture frame and glass Total Pre.seii t Value $ 1.50 3.00 4.50 .50 .50 $10 GO ELEVATOR. 1 chair 1 picture frame and glass Total Present Value $2.00 .50 $2 50 TOILET ROOM, FIRST FLOOR. 1 mirror and frame 1 towel rack Total Present Value $2.50 .50 $3 00 BASEMENT, IN STORAGE. I'rescnt Value 1 1 12 42 G 3 3 12 platform truck $ 10 . 00 car seats, complete %, $10.00 20.00 large stepladder, pine 5 . 00 filing cases, pine @, $10.00 20 . 00 small filing cabinet with roll toj), oak 12.00 filing cabinets, oak @, $10.00 40.00 " " $15.00 30.00 tables with 2 drawers, on cast-iron stand, with letter presses, (a; $15.00 30.00 letter press 5 . 00 table, oak 25.00 chests, pine Qi $4.00 48.00 large chests, pine %■ $5.00 210.06 large unfinished open shelves, pine (a $12 72.00 " .$24 72.00 large unfinished lockers, pine 20 . 00 picture frames with glasses 25.00 Total $644 00 OFFICE FURSITVliF. AM) FIXTURES. 303 BASEMENT, PORTER'S ROOM. I'leseiit Value 2 chairs & $2.00 « 4 . 00 1 covich, old, leather-covered 5 .00 I table, pine ' ."i.OO 1 mirror and frame 2.50 1 desk, pine 2.00 1 brass cuspidor 1 . 50 2 brooms (a 35c .70 2 hair brooms @ 75c 1 . 50 'J. whisk brooms @ 30c GO 1 lantern 2.00 ] 10 large towels @ 15c 10.50 24 small towels (r/, 10c 2.40 Total $41 . 70 304 EXHIBIT VII. CAR HOUSE, COTTAGE GROVE AVENUE, BETWEEN THIRTY-EIGHTH AND THIRTY-NINTH STREETS. Present Value 1 office partition, 45 ft. long $135.00 1 counter with lockers 57 . 00 1 safe 100.00 1 clothes locker 10 . 00 1 flat-top desk and chair 1.5.00 1 table and three chairs 5 . 00 3 high revolving chairs 12 . 00 1 clock 15.00 1 looking-glass 2.00 1 stove and pipe 10 . 00 20 fire extinguishers 200 . 00 500 ft. 1-in. fire hose and five nozzles 150.00 50 water barrels 50 . 00 100 fire pails 30 . 00 138 clothes lockers 270.00 4 long station seats 24 . 00 10 bulletin frames 15.00 4 car transfer tables 400 . 00 1 crane 50.00 1 fitting rack 20 , 00 1 forge and stack 40 . 00 1 anvil and block 12 . 00 1 post drill 20.00 1 vise and bench 10 . 00 1 lot blacksmith'.s tools 25 . 00 1 vise and bench 20 . 00 1 " " " 20 . 00 2 grindstones and frames 10 . 00 2 galvanized waste cans 8 . 00 Racks and shelving for lamps 100.00 4 large heating stoves and pipes 100 . 00 3 small heating stoves and pipes 15.00 1 tool cupboard 1 5 . 00 1 clock 10.00 Repair tools — 4 jacks, hammers, wrenches, chisels, tongs, sledges, chains, bars, saws, ropes and tackle, etc 352 .00 Total $2,333.00 CAR HOUSE, SIXTY-FIRST AND STATE STREETS. 1 office partition, 20 ft. long 2 counters and drawers, $16.00 and $5.00 1 safe 3 tables and 2 benches, $12.00 and $7.00 1 flat-top desk 4 revolving office chairs 1 small cabinet, $5.00, and 1 clock, $10.00 3 revolving high chairs 1 clothes cupboard 3 supply cupboards; 2 @ $10.00, 1 (w, $5.00 1 watchman's clock and connections 50 ft. wide shelving 2 long seats, $12.00, 2 bulletin cases, $6.00 14 time table frames 150 clothes lockers 6 car tran.sfer tables Pre!=ent Value 40, .00 21 ,00 40 .00 19 .00 15 .00 20 .00 15 .00 12 .00 12 .00 25 .00 100 .00 25 .00 18 .00 21 .00 312 .00 70 .00 OFFICE FURNITURE AND FIXTURES. CAR HOUSE, SIXTY-FIRST AND STATE STS -Continued. Present Value 15 water barrels $ 15 .00 7 fire extinguishers 70 . 00 1 5 fire pails 4 . 50 1 supply rack, 70 stalls .S5 . 00 1 " "148 " 74.00 2 benches and vises, $12.00 and $5.00 1 7 . 00 2 steam heaters and connections IGO.OO 1 forge, blower and stack 50 .00 1 anvil and block 12.00 1 hand drill and drills 15 .00 1 grindstone and frame 5 . 00 1 lot blacksmith's tools 25.00 1 platform scale 15 . 00 1 supply cupboard and rack 12 . 00 1 bench and vise 15 ()0 .3 supply boxes 15 . 00 2 car elevators and motors complete 1,400.00 Repair tools — 4 jacks, hammers, wrenches, tongs, chains, chis- els, .sledges, bars, rope and tackle, saws, etc .'Ufi.OO Total "$3,550~5b CAR HOUSE, THIRTY-NINTH STREET AND WABASH AVENUE. I're.sent Vnlue 1 office partition, 55 ft. long $165 . 00 1 counter and lockers, 50 ft. long 75.00 1 safe .- . .35 . 00 1 stove and pipe. 20.00 2 tables, $10.00, 1 receiver's stand, $10.00 20.00 1 desk and chair 20 . 00 1 .stand and box, $5.00, 2 money boxes, $15.00 20.00 2 revolving chairs S . 00 4 chairs 5 . 00 8 supply racks .'{(i . 00 1 supply case, $10.00, 1 supply cupboard, $10.00 20.00 55 ft. wide shelving 27 . 50 1 directory and 8 time table frames 15 .00 2 bulletin cases '. 5 . 00 55 clothes lockers •. .J 10. 00 5 clothes lockers, large 25 . 00 8 long seats 1 8 . 00 5 ■ car transfer tables 500 . 00 1 car elevator and motor complete 700.00 2 vises and bench 20 . 00 1 galvanized waste tank 4 . 00 2 waste boxes lined with galvanized iron 15.00 2 work tables 7 . 50 2 portable hydraulic jacks 200 . 00 1 air pump, platform, tank and connections 1G5.00 Repair tools — 7 jacks, hammers, wrenches, tongs, chisels, chains, bars, sledges, saws, ropes, tackle, etc 80'i .00 1 small forge and tools 17 . 00 1 anvil and block 9 . 00 1 forge and blower 2.'5 . 00 1 anvil and block '- 225.00 164 .... 65 . 00 225 . 00 635 125.00 703 (bay mare) 200.00 504 125.00 513 125.00 624 50 . 00 627 50 . 00 652 65.00 692 135.00 402 60 . 03 629 160.00 560 90 . 00 577 75.00 117 90.00 610 135.00 397 75 00 655 125.00 613 1.^0.00 581 100.00 576 75.00 689 75 . 00 432 90 . 00 374 125.00 649 125.00 424 90.00 693 175.00 561 75.00 694 175.00 632 40.00 82 40 . 00 Total, 48 Hcrses. $5,250 GO HORSES. EXAMINED AND APPRAISED AUGUST 21, 1906. 556 $ 35.00 50 25.00 423 40 . 00 682 50.00 686 75.00 648 75.00 634 -85.00 621 - 40.00 140 40.00 249 65.00 426 55 . 00 619 100.00 267 30.00 471 20.00 665 30 . 00 462 40 . 00 664 25.00 90 60.00 HORSE VALUE 501 $ 20.00 288 40.00 658 150.00 668 25.00 685 50 . 00 262 35.00 675 75.00 543 85.00 695 150.00 696 150.00 633 125.00 601 40.00 677 110.00 478 50 . 00 684 125.00 699 150.00 698 175.00 Total, 35 Hcrses. $2,395.00 HORSES, WAGONS AND HARNESS. 315 HORSES. EXAMINED AND APPRAISED AUGUST 24, 1906. HORSE VALUE HORSE VALUE 666 $60.00 557 §60.00 661 50.00 604 50.00 434 30.00 669 75.00 615 20 . 00 688 90 . 00 206 40.00 570 40.00 347 50.00 614 100.00 378 10.00 179 100.00 690 150 . 00 496 125 . 00 691 150.00 427 115.00 351 60.00 678 140.00 438 45.00 Total, 21^ Horses. $1,560.00 HORSES. EXAMINED AND APPRAISED AUGUST 27, 1906. HORSE VALUE HORSE VALUE 585 $110.00 640 -S 50.00 642 100.00 365 75.00 663 150.00 254 65.00 687 165.00 183 50.00 674 110.00 248 40.00 608 140.00 651 60.00 407 90 . 00 505 40 . 00 616 80.00 588 110.00 587 40.00 240 50.00 520 75.00 662 100.00 429 100.00 538 (50.00 683 100.00 644 115.00 532 75.00 656. 150.00 612 80.00 115 90.00 618 135.00 622 ^. 110.00 480 90 . 00 Total, 31 Horses. $2,805.00 31(> EXHIBIT VIII. WAGONS. SUMMARY. Present Value 36 double dump wagons $2,700 . 00 5 single dump " 300.00 7 mud " 420.00 3 coal " 300.00 5 manure " 250.00 2 sand " 240.00 2 whiffletree " 100.00 4 rail . " 600.00 1 ,stone truck " 125 . 00 1 spring " 90.00 7 buggies 350. 00 7 sprinkling wagons 1,050.00 3 cupola supply " 650 . 00 5 tool " 400.00 7 tower " 1,750.00 1 derrick " 200.00 3 reel ' " 210.00 6 wrecking, tower wagons 1,500.00 5 wrecking, common " 1,000.00 4 hose bridge " 320.00 5 money " 400.00 25 miscellaneous " 2.000 . 00 143 Total Present Value $14,955.00 Note — Wagons have been appraised at their present value, based upon the cost new and their present condition. HARNESS. SUMMARY. Double harness 80 sets Single " 5 " Buggy " 6 " ■ Lead " 10 " Tow " 14 " Total 120 sets Present Value $2,145.00 EXHIBIT IX BUILDINGS AND MISCELLANEOUS STRUCTURES EXHIBIT IX. MISCELLANEOUS BUILDINGS OTHER THAN POWER HOUSES. EXCLUSIVE OF REAL ESTATE AND TRACKS. SUMMARY. Cost Present Location BuildinKS New Value 78th street car shops $441,211.00 $421,446.00 77th street 6carhousebldgs.203,260.00 191,064.00 Archer avenue and Pit- ney court carbarn .... three sections^ 87,280.00 63,714.00 38th street and Cottage Grove avenue car house 146,386.00 122,232.00 39th street and Wabash avenue car house 92.413.00 84,096.00 39th and Wallace streets car house 64,437.00 52,838.00 61st and State streets.. . . car house 99,068 . 00 74,301 . 00 69th street and Emerald avenue car house 83,932 . 00 65,467 . 00 63rd street and Went- worth avenue waiting room . . 1 ,009 . 00 1 ,009 . 00 77th street and Yale ave- nue depot 2,166.00 2,068.00 2020 State street office building . 47, 106 . 00 40,747 . 00 2020 State street (rear). . printing office . . 7,270.00 6,180.00 3924 Indiana avenue ... . waiting room . . 1,266.00 1,013.00 20th and Dearborn streets storage, garage. and stable. . 32,900.00 23,030.00 Total Valnc. $1,309,704 00 $1,149,205 00 EXHIBIT IX. SEVENTY-EIGHTH STREET SHOPS. SUMMARY. Cost New Blacksmith shop % 22,983.00 Wagon shop. Brass foundry. . Frog shop Machine shop . . Paint shop Carpenter shop. Mill building... Power house . . . Stable Oil house . . Main water supply system Main sewer system Lighting conduits and manholes, power house to buildings Grading and filling site Extra masonry in foundations above that shown on plans 8,261.00 7,166.00 12,968.00 139,873.00 15,221.00 47,466.00 41,376.00 23,911.00 9,882.00 318.00 29,425.00 6,053.00 10,850.00 3,826.00 65,743.00 25,314.00 Present Value $ 21,604.00 7,765.00 6,736.00 12,191.00 131,481.00 14,308.00 44,618.00 38,893 . 00 22,476.00 9,289.00 299.00 $309,660.00 6,053.00 10,850.00 3,826.00 65,743.00 25,314.00 Total Value of Car Shop.^ $441,211.00 $421,446.00 BLACKSMITH SHOP. Masonry Cut stone and tiling Steel and iron Carpentry and millwork Skylights Roofing, composition Plumbing, including water lines. Heating system, complete Lighting Painting Organization, engine(!ring and incidentals, 15% Cost New $5,705.00 880.00 2,123.00 3,964.00 4,451.00 562.00 250.00 1,000.00 750.00 300.00 $19,985.00 2,998.00 Total Cost New $22,983.00 Dei)r(!ciation, based on building having been erected in 1902, 4 years at 1.5% per year, 6% 1,379 . 00 Present Value $21,604.00 MISCELLA NEOUS BVlLDISdS. WAGON SHOP. Masonry Cut stone and tilin,<2; Steel and iron (^ar])entry and niilhvork Skylights Hoofing, eoniposition Plumbing, including water lines Heating system, complete Lighting Paintino- Organization, engineering and incidentals, 15%... . Total Cost New $8,261 .00 Depreciation, based on building having been erected in 1902, 4 years at 1.5% per year, 6% 496.00 Cost New s;^.;-599 ,00 ;:!4G .00 591 .00 l.^s:^ .00 1.070 .00 135 .00 50 .00 200 .00 150 .00 60 .00 $7,184 .00 1,077 .00 Present Value $7,765 .00 BRASS FOUNDRY. Cost New Ma.sonry $2,857.00 Cut stone and tiling 345 .00 Steel and iron 401 .00 Carpentry 1,571.00 Skylights 1,027.00 Roofing, composition 130.00 Plumbing, including water lines 50.00' Heating system, complete 150.00' Lighting 150.00 Painting 50.00 $6,231.00 Organization, engineering and incidentals, 15% 935.00 Total Cost New $7,166 .00 Depreciation, based on the building having been erected in 1902, 4 years at 1.5% per year, 6% 430.00 Present Value $6,736 .00 322 EXHIBIT IX. FROG SHOP. Cost New Masonry $3,186.00 Cut stone and tiling 385 . 00 Steel and iron 1,730.00 Carpentry 2,075.00 Skylights 2,354.00 Roofing, composition 297.00 Plumbing, including water lines 400.00 Heating sj'stem, complete 400.00 Lighting.^ 300.00 Painting 150.00 $11,277.00 Organization, engineering and incidentals, 15% 1,692.00 Total Cost Neio $12,969 .00 Depreciation, based'on building having been erected in 1902, 4 years at i.5% per year, 6% 778.00 Present Value $12,191 .00 MACHINE SHOP. Cost New Masonry $22,665.00 Fireproofing 14,919 . 00 Terra cotta 2,100.00 Cut stone and tihng 1,759.00 Steel and iron 41,140.00 Carpentry and millwork 16,776.00 Skylights 6,980.00 Plumbing, including water lines 4,760.00 Heating system, complete 4,000.00 Roofing 1,530.00 Lighting 3,000.00 Painting 2,000.00 $121,629.00 Organization, engineering and incidentals, 15% 18,244.00 Total Cost New $139,873.00 Depreciation, based on the building haying hvvn erected in 1902, 4 years at 1.5%, per year = 6% 8,392.00 Present Value $131,481 .00 MISCELLANEOUS BUILDINGS. 323 PAINT SHOP. Cost New Masonry $4,838 .00 Fireproofing 897 . 00 Cut stone and tiling 535.00 Steel and iron 3,444 . 00 Carpentry 1,633 .00 Skylights 547.00 Roofing, composition 182.00 Plumbing, including water lines 360.00 Heating system, complete 400.00 Lighting 300.00 Painting 100.00 $13,236.00 Organization, engineering and incidentals, 15% 1,985.00 Total Cost New $15,221 .00 Depreciation, based on building having been built in 1902, 4 years at 1.5% per year = 6% 913.00 Present Vahie $14,308.00 CARPENTER SHOP. Cost New- Total cubical contents = 825,500 cu. ft. 825,500 cu. ft. at 5c $41,275.00 Organization, engineering and incidentals, 15% 6,191.00 Total Cost New $47,466 .00 Depreciation, 6% 2,848.00 Present Value $44,618.00 MILL BUILDING. Cost New- Total cubical contents, = 719,579 cu. ft. 719,579 cu. ft. at 5c $35,979.00 Organization, engineering and incidentals, 15% 5,397.00 Total Cost New $41,376.00 Depreciation, 6% 2,483.00 Present Value $38,893.00 324 EXHIBIT IX. POWER HOUSE. Cost New Masonry $9,588.00 Fireproofing 731 . 00 Terracotta 70.00 Cut stone and tile 572 . 00 Steel and iron 2,219.00 Carpentry and millwork 2,007.00 Roofing 194.00 Plumbing 400.00 Lighting 350.00 Painting 100.00 ),231.00 Stack, complete 4,561 . 00 $20,792.00 Organization, engineering and incidentals, 15% 3,119.00 Total Cost New $23,911 .00 Depreciation, based on building having been erected in 1902, 4 years at 1.5% per year = 6% 1,435 .00 Present Value $22,476.00 STABLES. Cost New Masonry $5,178.00 Cut stone and tiling 431 . 00 Steel and iron 554 . 00 Carpentry and millwork 2,050.00 Plumbing, including water lines 100.00 Heating system, complete 100.00 Lighting 80.00 Painting 100.00 $8,593.00 Organization, engineering and incidentals, 15% 1,289.00 Total Cost New $9,882 .00 Depreciation, based on building having been erected in 1902, 4 years at 1.5% per year = 6% 593.00 Present Value $9,289 .00 MISCELLANEOUS BUILDLWGS. 325 OIL HOUSE. (•(..-t New- Carpentry and niilhvork 8177.00 Corrugated iron 99.00 $276.00 Organization, engineering and incidentals, 1596 42.00 Total Cost New $318.00 Depreciation, based on building having been erected in 1902, 4 years at 1.5% per year = 6% . 19.00 Present Value $299.00 CAR HOUSE, SEVENTY-SEVENTH STREET. SIX ONE-STORY BRICK BUILDINGS. Cost New Masonry S 68,444.00 Fireproofing 252 .00 Cut stone and tiling .S61 . 00 Steel and u\m< Structural $69,034.00 Kinnear doors 7,200.00 Gutters and downspouts.. 749 . 00 76,983 . 00 Tile roofing and skylights 23,208.00 Plumbing and sewerage 4,000.00 Lighting 8,000.00 $176,748.00 Organization, engineering and incidentals, 15% . 26,512.00 Total Cost Neu' $203,260.00 Depreciation, 6% 12,196.00 Preseyit Value $191,064.00 Vote — The.se barn.s were erected about 1902. No authentic date of erection could be obtained. 326 EXHIBIT IX. CAR HOUSE, ARCHER AVENUE AND PITNEY COURT. THREE SECTIONS— ONE 3-STORY SECTION AND TWO 2-STORY SECTIONS. Cost New Masonry $38,172.00 Cut stone 1,458 . 00 Steel and iron 1,244 .00 Carpentry and millwork 28,482.00 Lighting 660.00 Plumbing - 1,610.00 Roofing 2,661.00 Painting 975.00 Skylights 634.00 $75,896.00 Organization, engineering and incidentals, 15% . 11,384.00 Total Cost New $87,280.00 Depreciation, 27% - 23,566.00 Present Value $63,714.00 CAR HOUSE, THIRTY-EIGHTH STREET AND COTTAGE GROVE AVENUE. Total cubical contents = 2,545,848 cu. ft. cost New 2,545,848 cu. ft. at 5c $127,292.00 Organization, engineering and incidentals, 15% 19,094.00 Total Cost New $146,386.00 Depreciation ll years at 1.5% = 16.5%o 24,154.00 Present Value $122,232.00 Note— Built in 1885. MISCKLLANEOUS BUILDINGS. 327 CAR HOUSE, THIRTY-NINTH STREET AND WABASH AVENUE. 2-STORY BRICK BUILDING. Cost New Masonry .'!;38,262 . 00 Cut ston(> 1,2X0. 00 Steel and iron 1,000.00 Carpentry ;-;2,50G.OO Lighting •. .372.00 Plumbing 1,U)5.00 Roofing, composition 3,420.00 Skylights 1,485.00 Painting 650.00 $80,359.00 Organization, engineering and incidentals, 15% 12,054.00 Total Cost New $92,413 .00 Depreciation, based on building having been built in 1900, 6 years at 1.5% per year = 9% 8,317.00 Present Value $84,096.00 CAR HOUSE, THIRTY-NINTH AND WALLACE STREETS. 2 -STORY BRICK BUILDING. Cost New Masonry $26,432 .00 Cut stone 1,542.00 Steel and iron 828.00 Caipentry and skyhghts 22,618.00 Roofing ' 2,385.00 Lighting 617.00 Plumbing 1,310.00 Paintino; 300.00 $56,032.00 Organization, engineering and incidentals, 15% 8,405.00 Total Cost New $64,437.00 Depreciation, 18% 11,599 .00 Present Value $52,838.00 Note — Building was built in 1891 and remodeled in 1901. Walls had new fi)iinil:itions jiut under them, required on account of damage from intercepting sewer. 328 EXHIBIT IX. CAR HOUSE, SIXTY-FIRST AND STATE STREETS. 3 -STORY BUILDING. Cost New Masonry $36,719.00 Cut stone 1,129.00 Steel and iron 3,352.00 Carpentry 36,708.00 Roofing 2,542.00 Heating 374.00 Lighting 515.00 Plumbing 300.00 Painting 400.00 ),146.00 Organization, engineering and incidentals, 15% 12,922.00 Total Cost New $99,068.00 Depreciation, 25% 24,767.00 Present Value $74,301 .00 Note— Built in 1888. Remodfled in 1892. CAR HOUSE, SIXTY-NINTH STREET AND EMERALD AVENUE. 1-STORY BRICK BUILDING. ( oi^t New Masonry $44,985.00 Cut stone 1,561.00 Steel and iron 815 .00 Carpentry 21,749.00 Roofing. ^. 3,240.00 Lighting 364.00 Plumbing 690.00 Painting 450.00 $73,854.00 Organization, engineering and incidentals, 15% 10,078.00 Total Cost New $83,932 .00 Depreciation, average 22% 18,465.00 Present Value $65,467.00 Note — This barn wna liuilt as a horse car Viain in 1888 and rebuilt as an electric barn in iS'Ji M ISC ELLA NEOUS li I ILDINGS. 329 WAITING ROOM, SIXTY-THIRD STREET AND WENTWORTH AVENUE. Vu>\ New $ 731.00 458.00 13.00 250.00 70.00 . 35.00 Excavation, of said lot forty-five (45) to the W. hne of said lot, thence S. on W. line of said lot forty-five (45) to i)lace of beginning, and also the N. 110 feet of said lot forty-five (45). Value, Exclusive of Jmprorenients . . $134,000.00 EXHIBIT X. TWENTY-FIRST, STATE AND DEARBORN STREETS. L o/s 3 i, 7e 9/o,f/ 'z./3.'a a 5 /c fi/t /oi' 5 8/ocA 33 of c r- /Vi-w 5ub. of 8/o<^/^s 'r7 £ frac 5S r^ac i 5e& 2/ 39 /^ -5? ! ^O'-"" ^ — ■^5 /o // 3" /2 i V-y./'^ '/,/,,., yy/^^ z/ 3^ ^ ^ 4 ^ Lots three (3), six (6), seven (7), eight (8), nine (9), ten (10), eleven (11), twelve (12), thirteen (13), fourteen (14), and south ten (10) feet of lot five (5) in block thirty-three (33) of Canal Trustees' new subdivision of blocks in east fractional south east fractional quarter of section 21, 39, 14. Value, Exdudve of Improvements $175,000.00 REAL ESTATE 339 ARCHER AVENUE AND PITNEY COURT. Thcif/ yOO/-/ of B/ocM /& /y ■3 of ^/7/cctao & 0/oG^3 /e> &/r /A7 CT 5(^h 0/3 frac 5ec. 29 33 /^ That part of block sixteen (16) lying south of Chicago & Alton Railroad, in McKenna and Maher's subdivision of south part of blocks sixteen (16) and seventeen (17) in the Canal Trustees' sub- division of south fractional section 29, 39, 14. Value, Exclusive of Improvements $75,800.00 340 EXHIBIT X. WABASH AVENUE AND THIRTY-NINTH STREET. L0/3 //o 9 /r?c/ //^SJ /y of ^//^? or7a/ /o/s /S- Z^ tr7c/. fr^ h/ocM 3 0/ Fryor a. //o/ok/ry's Suh. /a? Wi 0/ jy.W^ of ^eo 3 38 /-^ '39^ -sF Z4- 23 22 21 20 /9 /e /7 JS /5 /4 13 '^//7//^/j*'y//y^ ^ -I '^O^' TiT '/y. 8 I ^ ll^iaCWMiiiW. <0 // ^ 24^ a/g 3^ Lots one (1) to nine (9) inclusive, and north 4oJ feet of lot ten (10), in l)l()ck three; (3) of Pryor and Hopkins subdivision of W. \ of N. W. \ of section 3, 38, 14. Yalue, Exclusive of Improvements . $74,325.00 lik'AL ESTATE. 341 COTTAGE GROVE AVENUE AND FIFTY-FIFTH STREET. Z0/5 2£ /o 33 ffoM ,rTa/ /n a/oc/r2 /A7 /Pesuh. 0/ B/. /2 a/ /PxcA^/ A S^>^AsSu^ "J^ TJT 5^ So' Tsm '^3 '^S '^a -^z "^O 39 38 3r 3A 3S Z~3 \ V3 32 i .^L i-. 3o Z9 .^A. 1 i 35'-" JZ. Id lA l3 16 n 19 .J£- -^^ JJ- .£-±. 37r 1^ : Lots twenty-six (26) to thirty-three (33), both inclusive, in block two (2) in resubdivision of block twelve (12) of Drexel k Smith's subdivision of W. \ of N. W. \ and W. \ of the W. \ of S. AV. \ of section 11, 38, 14. Value, Exclusive of Improvements $38,400.00 342 EXHIBIT X. STATE STREET AND WABASH AVENUE, BETWEEN FIFTY-FIRST AND FIFTY-THIRD STREETS. Lo/^S / /o/O/rfc/ tm BJock ^ of John P 0/,/7yerj Suh- Af- /rta 5.2 acr.es of ^he // /S acKet o/ ^ z // wi 5*v^ ^c. /0.38./4 J.0/3 //&/£ B/ockZ ffo//C B'^^nfs 5uh. 5 SAc^.. efc. 17 /e 19 V7^ %r t!l///////M/i///y 13 ^ _^ 10 ^ i i'j ' S i fidjt^iii fi ^ JL — 1 1 ^ ^ REAL ESTATE. 34:i STATE STREET AND WABASH AVENUE, BETWEEN FIFTY-FIRST AND FIFTY-THIRD STREETS. Lots one (1) to ten (10), inclusive, in block two (2) of John P. dinger's subdivision, being the south two (2) acres of the north sixteen (16) acres of the west half of the; northwest ((uarter of the southwest quarter of section 10, 39, 14. Lots eleven (11) and twelve (12), block two (2), in Carswell's subdivision of five (5) acres, etc. Also, lot eleven (11) and north ^ of lot ten (10), Brent's sub- division, south two (2) acres of the north eighteen (18) acres, etc. Also, lots nine (9) and ten (10), block two (2), Carswell's subdivision of five (5) acres in northwest J of southwest J of section 10, 38> 14. Also, lot one (1) in Brent's subdivision of south two (2) acres of north eighteen (18) acres of W. | of N. W. I of S. W. \ of section 10, 38, 14. Value, Exclusive of Improvements $38,500.00 344 EXHIBIT X. WABASH AVENUE AND STATE STREET, SOUTH OF SIXTY-FIRST STREET. f^/oT shov^trxj CC f^y- Cos /orojoer/y i^ahasJ^ Ave. ^ ^ ^ ^ ^ 6/ ^f 6f ^^///////////////////AV////////////M^/M '97 IS to ''i'////y 6 '%. i^ , 'f>////y///,f7/////////^. 3 ^ 1 k I 33 ^ Z.o/s 3. 7 & 8 /n 8/ocM 3 of /7.5./^a/rfc,k^ ^rcmcnl> $27,370.00 HEAL EST ATI:. SIXTY-NINTH STREET, BETWEEN EMERALD AVENUE AND HALSTED STREET. Zo/s //o2^ /nc/. /n d/ock ^ of L- W 0e.cAs 5c^6 of JWiof 5ec 2/ 38 /4 e9 y*r ^r \ ^ X ^ ^ 4 ' ^/? n f ^^^^?^ ■ 1 47 i 2 .; 1 4»6 \ 3 : • ] -^5 ^ 1 4^ i ^ ; 1 ^3 \ ^ i 1 ^^ \ 7 i 1 "^ \ « ; 1 '', ' 3Z i /7 =: 1 S' ^ '8 ' ^o % 19 ; 1 -^^ ^. zo ■■: 1 zs ^ 2/ 1 -^^ ^ 22 •; :; 2. 1 k 23 "<' r„ z^ „ J ',XS-//24'//,.%\ ZC" 5r Lots one (1) to twenty-four (24), inclusive, in ))lock four (4). of L. W. Beck's subdivision of the southwest \ of section 21, 38, 14. Value, Exclusive of Improvement $29,850.00 346 EXHIBIT X. INDIANA AVENUE, SOUTH OF THIRTY-NINTH STREET. y^z Zo/ S /n 3/o<^k /of Pry or 3 /~^o^- k,n'5 3a b. o/ i^z /y l^i of 5ec J 3S ^^ 39 TV 5/ North \ of lot five (5) in block one (1) of Piyor and Hopkins' sub- division of the west \ of the northwest \ of section 3, 38, 14. Yalue, Exclusive oj Improvements $3,125.00 THIRTY-NINTH AND WALLACE STREETS. Z0/3 2, 3 & G /r> 0/ocA 2 of Toy /or ^ /s Jo^/h Par A /ic/o/. e/^^5^ Lot eighteen (18) and the S. E. twenty (20) feet of lot twenty-eight (28) and a part of lot twenty-nine (29) in Keith'sSouth Park addition. Vahie, Exclusive of Improvements $6,900.00 FORTY-NINTH STREET AND OAKLEY AVENUE. 6/oc-k ^ ^■^ iJeo^a^ & Wa^r/^er^ 0oc//e>>^orc/ SoS. o/' 3focA /<3 yrj S/orte A l^/7//r7A/J 3u6 of h// 3 £i 3ec G & ^ -^ Block two (2) in (leorge k. Warner's boulevard .subdivisiOTi ; a subdivision of block eighteen (IS) in Stone and Whitney's subdivision of W! \ of S. E. \ of section 6 and N. \ and W. \ of S. E. \ of section 7, 38, 14, except E. seventeen (17) feet of lot eighteen (IS). Value, Exclusive of Improvements $26,100.00 REAL ESTATE. 349 FARRELL AND THIRTY-FIRST STREETS. 3ci6- o/ /o^ -as of 3 That part of the south \ of the N. \ of S. W. \ of the S. E. \ of section 23, T. 38 N., R. 14 E. of the 3rd P. M. lying E. of Vincennes avenue. Also that part of the N. \ of the N. \ of the S. W. \ of the S. E. \ of section 28, aforesaid, lying E. of Vincennes avenue. Value, Exclusive of Improvements $78,450.00 REAL ESTATE SUPPLEMENTARY INVENTORY OF REAL ESTATE. SUBMITTED OCTOBER 26, 1906. SUMMARY. Present Value 69th street, between Ashland and Marshfield avenues . ' $45,350 . 00 39th street, Emerald avenue to Halsted street 19,200 . 00 38th place. Auburn street to Gage street 77,792.00 38th place, Halsted street to Auburn street 84,224.00 42nd street and Wabash avenue 9,000.00 Armour, Perr}-, Wentworth and Yale avenues, be- tween 77th and 79th streets 91,900.00 Total $327,466.00 ■2. EXHIBIT X. SIXTY-NINTH STREET, BETWEEN ASHLAND AND MARSHFIELD AVENUES. Lots / /o '4S ync/ d/o<^k >5 of £.C /.o,t?- of 3/oc/rs / /o /^ inc/ arra/ A^z o/ /e fr? v—S-^- -^4- L__^^_J \ ^ t^ "/ 34 ^ 33 I .2L ^o_ (s l ff h I— ^ ji^^^^gy^^ f /g ■^^ iZ t3 J±. /5 /* XL. i /^ /* eo zi 2Z ■^ "0 <"» Zoli 5/ Lots one (1) to forty-eight (48), inclusive, in block five (5) of E C. Lamphere's addition to Englewood, being a subdivision of blocks one (1) to fifteen (15), inclusive, and north h of block sixteen (16) in Seas' subdivision of E. J of S. E. \ of section 19, 38, 14. Value, Exclusive of I in prove merits. $45,350 00 REAL ESTATE. 353 THIRTY-NINTH STREET, EMERALD AVENUE TO HALSTED STREET. I— c>~rs \ TO 5 >xr^ c> -4.e -rc:> 5>o irv4 ^v_ock ^ oi^ r>-^o F»h-iHr»=^3c3t>j ,^*sr-«o /<»sui_c:« ~roi-4'e >a.DoKj 3», 1-^. Lots one (1) to five (5) and forty-six (46) to fifty (50) in block three (3) of McPherson & Allerton's addition to Chicago, in the S. W. i of the S. W. \ of section 33, 39, 14. Value, Exclusive of Improvements $19,200.00 THIRTY-EIGHTH PLACE, AUBURN STREET TO GAGE STREET. o J < bJ I OBISITCFl l_V.I>»E OF" 3S ST. ; i ^ ,^ 4 ^ a 2 -1 sir — f— >tl .r » 8 liS.7 6*1 ^S^^'^ST Block twenty (20) in Gage,Le Moyne, Hubbard and others sub- division of the E. i S. E. 1 section 32, 39, 14. Value, Exclusive of Improvements $77,792.00 354 EXHIBIT X. THIRTY-EIGHTH PLACE, HALSTED STREET AND AUBURN STREET. CCMT-EF? i-\fslE OF" 30"''^ ST. » Block nineteen (19) in the subdivision of Gage, LeMoyne, Hub- bard and others, of the E. | S. E. i section 32, T 39 N., R. 14 E. of the 3rd P. M. Value, Exclusive of Improrements. $84,224.00 REAL ESTATE. 355 FORTY-SECOND STREET AND WABASH AVENUE. P/^z^r of 5ut^\/&y Of /o/ / orfo/ /^e rfor-^/^ /O /ee/ of /o/ 2^ //-7 6/o ^ 8 5 6 ZZjI TZr 3-5 J2L .12^ .^L. .^S- « ^Q ii; PTT3 Jl- ^it^3__ 40 j «J ' — 1 — a *7 7 « ♦t 3 . f^ 4 > 4-4 £ 4i 6 4* 7 . 4/ A /»o » 39 10 3» ,, . a? it ■ »« 13 S •^ iS ;4 ' A* ij ■ »■* ,i ' 3Z /T - 31 l» ' -3? 19 . z5 go 20 Zi 27 x-i. Q 2£ Zi 1 ,?ff 1 ft^ ^ ^1 ZO VI ^ ^ \~% — ^ 1^ I e>f. izs -79 *-h 3/: r{i:AL ESTATi:. 357 ARMOUR AVENUE, PERRY AVENUE, WENTWORTH AVENUE AND YALE AVENUE, BETWEEN SEVENTY-SEVENTH AND SEVENTY-NINTH STREETS. Lots one (1) to forty-eight (4S), inclusive, in block three (3), lots thirteen (13) to thirty-six (36), inclusive, in block five (5), and lots one (1) to forty-eight (48), inclusive, in block six (6), all in Dean's subdivision of the S. E. J of the S. E. 1 of section 28, T. 38 N., R. 14 E. of the 3rd P. M. Lot seven (7) in block nine (9) of Stewart's subdivision of N. 1 of S. E. 1 section 28, T. 38 N., R. 14 E. of 3rd P. M. Lots twenty-three (23) to twenty-eight (28), inclusive, block ten (10), in Banker's resubdivision of block ten (10), in Stewart's subdivision of N. i of S. E. \ of sections 28, 38, 14. Lots one (1) to twenty-four (24), inclusive, in block one (1) of the resubdivision of blocks one (1), two (2), three (3), and four (4) in Blake's subdivision of that part of th(> N. h of the S. h of the S. W. \ of the S. E. I of section 28, T. 38 N., R. 14. Lots one (1) to twelve (12) and lots thirty-seven (37) to forty-eight (48), inclusive, in block five (5), in Dean's subdivision of the S. E. \ of the S. E. \ of section 28, T. 38 N., R. 14 east of the 3rd P. M. Value, Exclusive of Improveinenls. $91,900.00 EXHIBIT XI PATENT RIGHTS EXHIBIT XI. PATENT RIGHTS. STATEMENT OF PATENT RIGHTS. W. G. Price." License to use momentum brake without cost to the C. C. Ry. Co., dated Aug. 20, 1896. Wm. H. Carter. License to use patent coupler and drawbar with- out cost to the C. C. Ry. Co., dated Jan. 14th, 1897. AUington & Curtis Mfg. Co. License to use Morse patents for dust collectors without cost to the C. C. Ry. Co., dated August 23rd, 1898. C. E. Moore and W. H. Carter. License to use single motor car truck without cost to the C. C. Ry. Co., dated December 27th, 1899. A. G. Carlson. License to use car fender without cost to the C. C. Ry. Co., dated July 3rd, 1899. C. J. Reilly. License to use side guards wdthout cost to the C. C. Ry. Co., dated July 3rd, 1899. Solomon McKeen. Permission to use device for reversing trolley pole (to be placed on electric sprinklers) at cost of $50.00, dated August 12th, 1897. A. G. Carlson. License to use controlling device for electric motor cars without cost to the C. C. Ry. Co., dated Dec. 15th, 1899. Michael O'Brien. Assignment to C. C. Ry. Co. of brake operat- ing device for the sum of one dollar and other considerations, dated March 21st, 1901. Solomon McKeen. Assignment to the C. C. Ry. Co. of patent of device for holding the steps of cars in position, for the sum of $50.00, dated August 21st, 1902. D. A. Faut. License to use device known as " disappearing step " without cost to C. C. Ry. Co., dated August 2nd, 1905. John J. Nef. License to use air brake controlling mechanism, etc., without cost to C. C. Ry. Co., dated Sept. 20th, 1905. Value $41,268.00 EXHIBIT XII ALL CABLE PROPERTIES VALUED AS PART OF AN ELECTRIC RAILWAY SYSTEM EXHIBIT XII. ALL CABLE PROPERTY VALUED AS PART OF AN ELECTRIC RAILWAY SYSTEM. . Comprising the following divisions: 12-A CABLE TRACK, EXCLUSIVE OF SPECIAL WORK; 12-B CABLE TRACK SPECIAL WORK; 12-C ELECTRIC TRACK, EXCLUSIVE OF SPECIAL WORK; 12 -D ELECTRIC TRACK SPECIAL WORK; 12-E TRACKS IN CAR HOUSES AND YARDS AND SERVICE TRACKS; 12-F CAR HOUSE AND YARD SPECIAL WORK. SUMMARY. Amount to deduct for track $1,633,299.00 " " " cable ropes 32,980 .00 " cable track special work 45,496.00 " cable cars 171,037.00 " cable power plant machinery. 262,836.00 u a .12,145,648.00 Legal expenses, carrying charges, brokerage and contingencies, 10% 214,564 . 80 Total Amount to Deduct $2,360,213 .00 Total present value of physical property with cable property figured as an operating cable railway . . $18,614,705.00 Deduct 2,360,213.00 Present Value of Physical Property ivith all Cable Properties figured as part of an Electric Railway System'. $16,254,492 .00 3G4 EXHIBIT XII. CABLE PROPERTY FIGURED AS PART OF AN ELECTRIC RAILWAY SYSTEM. The figures covering the cable property of this company in Ex- hibit I have been made upon the basis that the cable propert}- was an operating cable railway on June 30, 1906. The figures contained in this exhibit are made upon the basis that cable operation has ceased, and the tracks, power houses, cars and all cable equipment are estimated at their value when consid- ered as part of an electric railway system. The following premises have been taken as the basis of estimat- ing the first cost and present value of 15.14 miles of cable track whi:^h has been considered as part of an electric railway system. The conduit, drainage system, slot construction, etc., has been considered as having no value, excepting the scrap value of the available iron. In consequence of this interpretation of the value of the cable tracks, the cost new of an electric track has been substituted for the cost new of cable track in determining its value as an electric track. Class C, electric track, has been selected as the correct type to use, at a cost new of $15,160.00 per mile. It has been assumed that the cable track will be reconstructed into electric track during the reconstruction period, and four years has been considered a liberal time to cover this rehabilitation. It has been determined that the fair average life of an electric track, similar to Class C, is 20 years. Upon the above basis, the present value of the cable track, fig- ured as an electric track, becomes $15,160.00 ^T7 X 4 -f the scrap value of the cable track and vault machinery, -f paving outside of right-of-way. CMiLK I'ROI'FJrrV VALUED AS PAliT Oh' AX KI.FJTRIC UAILWAY. ^fir, DIVISION 12-A, CABLE TRACK. 34.71 iiiik's of track x .$15160. x 4 = $ 105,241 .00 20 Scrap Value Per Mile. Track rails 125 tons @ $11.00 $1,375.00 Slot rails 97 " " 11.00 1,067.00 336 joints 17 " " 10.00 170.00 Covers, bolts, etc. 77 " " 10.00 770.00 $3,382.00 34.71 miles scrap in cable track @ $3,382.00 = 117,389.00 300 tons scrap machinery in vaults @ $10.00 = 3,000.00 Value of cable track operated electrically until recon- structed $ 225,630.00 Value of cable track figured as part of an operating cable railway $1,858,929.00 Value figured as part of an electric railway 225,630.00 Amount to Deduct $1,633,299.00 DIVISION 12-B, CABLE ROPES. In figuring the cable system as part of an electric railwa}', the ropes have been figured as scrap at $10.00 per ton. Total weight of aU cables, 403 tons, @ $10.00 = $4,030.00. Value of cable ropes figured as part of an operating cable railway $37,010 . 00 Value as part of an electric railway 4,030.00 Amount to Deduct $32,980. 00 366 EXHIBIT XII. DIVISION 12-C, CABLE TRACK SPECIAL WORK. Cable track special work figured as an operating cable railway $53,761 .00 Cable track special work figured as part of an electric railway 8,265.00 Amount to Deduct $45,496.00 In determining the amount to deduct for cable track special work, the value of the superstructure, $8,265.00, has been allowed in full. The substructure, $45,496.00, has been entirely depreciated, and represents the amount of the deduction. DIVISION 12-D, CABLE CARS. Total Amount to Deduct as per Car and Car Equipment Nummary Sheet, Paye 199 $171,037.00 DIVISION 12-E, CABLE POWER PLANTS. Total value of machinery as an operating cable railway $358,905.00 " part of an electric plant.. 96,069.00 Amcnint to Deduct $262,836.00 a i( a CABLE PROPERTY YMVEh AS I'ART OF AS ELECTRIC RMLWAY CABLE POWER HOUSE MACHINERY. FIGURED AS PART OF AN ELECTRIC RAILWAY. SUMMARY. Cost New To-day Present Value 21st and State streets ,1314,454.00 $ 49,105.00 52nd and State streets 156,021.00 20,550.00 55th street and Cottage Grove avenue. . 182,698.00 26,414.00 Total Value $653,173.00 % 96,069.00 Total Present Value of cable power house machinery figured as part of cable railway $358,905.00 Total Value figured as part of an electric railway. . . . 96,069.00 Total Deduction to be made for cable power house ma- chinery when figured as part of an electric railway. $262, 836. GO 368 EXHIBIT XII. TWENTY-FIRST AND STATE STREET CABLE POWER PLANT EQUIPMENT COMPLETE. FIGURED AS PART OF AN ELECTRIC RAILWAY. Cost New To-day Present Value Machinery foundations $ 17,666.00 $ 1,767.00 Engines, 3 twin units (Green-Wheelocli) . 69,880 . 00 13,976 . 00 Engine, 1 high-speed automatic and belt . 1,318 . 00 264 . 00 Shafting, pulleys and driving belts mak- ing connections from north engines to cable-winding machinery sets. , 16,080.00 3,216.00 Cable-winding machinery, including ten- sion carriages, sheaves, ■ pulleys and driving gears 95,880.00 8,410.00 Piping and covering 16,195 . 00 3,239 . 00 Pumps 1,000.00 200.00 Heaters 5,431.00 1,086.00 Breeching and connections (steel and brick) 932.00 186.00 Boilers and settings 38,600.00 7,720.00 Stokers (Murphy) ^ 18,400 . 00 3,680 . 00 Coal storage hoppers 2,110.00 422.00 Coal and ash-handhng apparatus 1,405 . 00 281 . 00 Miscellaneous — Oil tanks, oil filters, oil and waste machinery, plant gauges and instruments, etc., double- winding engine 970 . 00 194 . 00 -$285,867.00 $44,641.00 Organization, engineering and incidentals 10% 28,587.00 4,464.00 Total Value $314,454.00 $49,105.00 CAULK PliOPERTY VMAIID AS I'ART OF .l.V KLECTRIC RAILWAY. FIFTY-SECOND AND STATE STREET CABLE POWER PLANT EQUIPMENT COMPLETE. FIGURED AS PART OF AN ELECTRIC RAILWAY. Cost New To-day Present Value Machinery foundations $18,553.00 $ 1,855.00 Engines, 2 twin Wheelock units 24,860 . 00 4,972 . 00 Cable- winding machinery, including ten- sion carriages, sheaves, pulleys and driving gears 70,650.00 6,300.00 Piping and covering 4,985.00 997.00 Pumps 650.00 130.00 Heaters 1,700.00 340.00 Boilers and settings 10,650.00 2,130.00 Stokers, 6 Roney 5,250. ()0 1,050.00 Concrete cistern 1,300.00 260.00 Coal and ash-handhng apparatus 2,115.0(1 423.00 Miscellaneous — Oil tanks, oil filters, oil and waste machinery, plant gauges and instruments, etc., 1 portable ca- ble-winding engine. 1 hoisting engine and reel 1.124.00 225.00 $141,837.00 $18,682.00 Organization, engineering and inciden- tals, 10^ 14,184.00 1,868.00 Tolal Value $156,021.00 $20,550.00 370 EXHIBIT XII. FIFTY-FIFTH STREET AND COTTAGE GROVE AVENUE CABLE PLANT EQUIPMENT COMPLETE. FIGURED AS PART OF AN ELECTRIC RAILWAY. Cost New To-day Present Value Machinery foundations $ 14,222.00 $ 1,422.00 Engines, 2 single-cylinder, Wheelock .... 45,120 . 00 9,024 . 00 Cable-winding machinery, including ten- sion carriages, sheaves, pulleys and driving gears 71,910.00 6,600.00 Piping and covering 7,366.00 1,473.00 Pumps 600.00 120.00 Heaters 1,800.00 360.00 Boilers and settings (3 Hazleton) 17.550.00 3,510.00 Stokers, Roney 5,250.00 1,050.00 Electric lighting equipment, automatic engines, Edison generator, 1 panel switchboard 600.00 120.00 Miscellaneous — 1 hoisting engine, 1 single- cylinder Westinghouse engine, reels and shafting, air tanks, oil tanks, oil filters, oil and waste machinery, plant gauges and instruments, etc . . 1,671.00 334.00 .1166,089.00 $24,013.00 Organization, engineering and inciden- tals, 10% 16,609.00 2,401.00 Total Value $182,698.00 $26,414.00 EXHIBIT XIII FRANCHISES AND INTANGIBLE VALUES CLAIMS OF THE CITY. EXPIRED FRANCHISES. Archp:k AvEXur:: Hal^tod str(>et to Western avenue. ^^^estel•n avenue to 39th street. Ashland Aveune: Archer avenue to 39th street. 39th street to 55th street. 55th street to 63rd street. 63rd street to 69th street. Canal Street: Archer avenue to 29th street. Cottage Grove Avenue: City hmits (39th street) to south end of avenue. Dearborn Street: 20th street to 21st street. Eighteenth Street: State street to Wabash avenue. Forty-First Street: West line of State street to east hne of Cottage Grove avenue, Forty-Seventh Street: Halsted street to State street. Halsted street to Ashland avenue. West from Ashland avenue. Fifty-First Street: State street to Indiana avenue. Indiana avenue to Grand boulevard. Fifty-Fifth Street: West line of State street to east end of street. Halsted Street: 39th street to river. 63rd street to 69th street. Highways : In Town of Lake. In Cook county, Indiana Avenue: City limits to 41st street. 39th street to 51st street. 374 EXHIBIT XIII. EXPIRED FRANCHISES— Continued. Jefferson Avenue: 55th street to south line of Willow street. Madison Street: Wabash avenue to Michigan avenue. Michigan Avenue: Madison street to Randolph street. Randolph Street: Michigan avenue to Wabash avenue. Root Street: State street to the Stock Yards (expired on annexation). Sixty-First Street: State street to Wentworth avenue. State street to 1,000 ft. east of South Park avenue. Viaduct between State street and Wentworth avenue. Madison avenue to 60th avenue. Sixty-Third Street: West line of State street to east end of street. Halsted street to Wentworth avenue. Ashland avenue to Halsted street. Sixty-Ninth Street: Vincennes road to Halsted street. Halsted street to Ashland avenue. Ashland avenue to Leavitt street. Seventy-Ninth Street: Vincennes road to Halsted street. State Street: 22nd street to City limits. City limits to south end of street. 31st street to 39th street. 39th street to 55th street. 41st street to 61st street. 55th street to 63rd street. 63rd street to Vincennes road (west single tiack). Stock Yards Dummy. Streets on any Common Highway Except Hyde Park and Lake Avenue : Applies only to the actual extension from Willow street to state line. Twenty-First Street: State street to Dearborn street. Twenty-Ninth Street: Canal street to Butler street. r/..i/.w.s' Oh' THE (iTy—i'XrinATiox of fhanci/isfs. x75 EXPIRED FRANCHISES Continued. Thirty-First Street: Pitney avenues to Lake Park avenue. Thirty-first street to Throop street. Thirty-Fifth Street: Cottage Grove avenue to Stanton avenue. Thirty-Eighth Street: Archer avenue to Kedzie av(!nue. Thirty-Ninth Street: State street to Wentworth avenue. Wentworth avenue to Halsted street (south single track). Cottage Grove avenue to State street. Throop Street: 31st street to 39th street. (No such franchise.) Van Buren Street: State street to 50 ft. east of east fine of Wabash avenue. Vincennes Road: State street to 69th street. 69th street to 79th street. Wabash Avenue: Randolph street to Madison street. Wabash avenue loop. Madison street to Lake street. Wallace Street: 26th street to 31st street. Butler street from 29th street to 39th street. Wentworth Avenue: 61st street to 63rd street. 39th street to 63rd street. 63rd street to Vincennes road. Willow Street: West line of Jefl'erson street to east end of street. 37^ EXHIBIT XIII. PURCHASE FRANCHISES. Archer Avenue: State street to City limits (Halsted street). Clark Street: Randolpli street to Polk street. Polk street to 22nd street. Cottage Grove Avenue: • 22nd street to 31st street. Eighteenth Street: Wabash avenue to Indiana avenue. Indiana Avenue: 18th street to 22nd street. 22nd street to 39th street. State Street: Lake street to city limits (31st street). Lake street to Chicago river. Lake street to the river. Twenty-Second Street: State street to Cottage Grove avenue. Van Buren Street: State street to Southwestern plank road (Ogden avenue). FRANCHISES EXPIRING 1906 Cottage Grove Avenue: 39th street to 67th street, (Nov. 8), Fifty-Fifth Street: Cottage Grove avenue to Lake avenue, (Nov. 8). FRANCHISES EXPIRING 1907. Center Avenue: 35th street to 31st street. Fifty-Fifth Street Loop: Expires with the street forming it. Forty-Third Street: I. C. R. R. to State street. Jefferson Avenue: 55th street to private right of way between 56th and 57th streets. Lake Avenue: From private right of wav lu'tween 56th and 57th streets to 55th street. (7,.l/.l/.s' OF THE CITY —EX PI RATIOS' OF FRAXC/IISES. :i77 FRANCHISES EXPIRING 1907 Continued. PiTXKY Court: Archer avenue to Chicago A: Alton R. U. tracks. SixTY-FiKST Street: Cottage Grov(> avenue to 1,000 ft. east of east hue of South Park avenue. Sixty-Third Street: I. C. R. R. to Cottage Grove avenue. State Street: 63rd street to Vinccnncs road (east single track). Taventy-Second Street: State street to river. Twenty-Sixth Street : Halsted street to Cottage Grove avenue. Thirty-Fifth Street: State street to Center avenue. Thirty-Ninth Street: Wcntworth avenue to Halsted street. FRANCHISES EXPIRING 1909. Cottage Grove Avenue : 67th street to L. S. & M. S. R. R. 68th street to 71st street. Keefe Avenue: Anthony avenue to South Chicago avenue. Rhodes Avenue: South Chicago avenue to 68th street. Sixty-Eighth Street: Rhodes avenue to Cottage Grove avenue. Sixty-Ninth Street: Vincennes road to Anthony avenue. South Chicago Avenue: Cottage Grove avenue to I. C. R. R. FRANCHISES EXPIRING 1912. Forty'-Seventh Street: State street to Cottage Grove avenue. Ashland avenue to S. Western boulevard. Grace Avenue: 62nd street to 63rd street. 378 EXHIBIT XIII. FRANCHISES EXPIRING 1912— Continued. Madison Avenue: 64th street to 63rd street. Sixty-First Street: Cottage Grove avenue to Madison avenue. Sixty-Second Street: Stony Island avenue to Grace avenue. Sixty-Third Street: I. C. R. R. to Stony Island avenue. 63rd street loop. Sixty-Fourth Street: Stony Island avenue to Madison avenue. Stony Island Avenue: 63rd street to 62nd street. 63rd street to 64th street. Thirty-Fifth Street: State street to Rhodes avenue. California avenue to Center avenue. FRANCHISES EXPIRING 1913. Sixty-Third Street: Ashland avenue to Central Park avenue. Central Park avenue to Hyman avenue. FRANCHISES EXPIRING 1914. Center Avenue: 47th street to 63rd street. 63rd street to 75th street. Halsted Street: 69th street to 79th street. Sixty-Third Street: Cottage Grove avenue to State street. Cottage Grove avenue to C. R. I. & P. R. R. Wallace Street: 39th street to Root street. EXPIRATION OF FRA.WCIllSES. 379 CLAIMS OF THE CHK AGO CITY RAILWAY COMPANY. EXPIRED FRANCHISES. Cottage Grove Avenue: City limits (39th strcc^t) to soutli end of avenue. Forty-First Street: West line of State street to east line of Cottage Grove avenue. Forty-Seventh Street : West from Ashland avenue. Fifty-First Street : State street to Indiana avenue. Indiana avenue to Grand boulevard. Fifty-Fifth Street: West line of State street to east end of street. Highways : In Town of Lake. In Cook County. Indiana Avenue : City limits (39th street) to 41st street. 39th street to 51st street. Jefferson Avenue : 55th street to south line of Willow street. Michigan Avenue : Madison street to Randolph street. Sixty-First Street : State street to 1,000 ft. east of South Park avenue. Madison avenue to 60th street. Sixty-Third Street: W^est line of State street to east end of street. Randolph Street : Michigan avenue to Wabash avenue. State Street : City limits to south end of street. 31st to 39th street. 39th street to 55th street. 55th street to 63rd street. Streets on any Common Highway Except Hyde Park and Lake Avenue: Applies only to actual extension from Willow street to state line. 3S0 EXHIBIT XIII. EXPIRED FRANCHISES— Continued. TwEXTY-NixTH Street : Canal street to Butler street. Thirty-First Street : Thirty-first street to Throop street. Thirty-Ninth Street: Cottage Grove avenue to State street. Throop Street: 31st street to 39th street. Van Buren Street : State street to 50 ft. east of east line of Wabash avenue. Wabash Avenue : Randolph street to Madison street. Wabash avenue loop. Wextworth Avenue: 61st street to 63rd street. 63rd street to Vincennes road. \ViLLO\v Street: West line of Jefferson avenue to east end of street. PURCHASE FRANCHISES. Archer Avenue: State street to City limits. (Halsted street.) "Present terminus of tracks of said company" (Halsted_^street) to Western avenue. Western avenue to 39th street. Ashland Avenue: Archer avenue to 39th street. 39th street to 55th street. 55th street to 63rd street. 63rd street to 69th street. Canal Street: Archer avenue to 29th street. Center Avenue : 35th street to 31st street. Clark Street: Randolph street to Polk street. Polk street to 22nd street. Cottage Grove Avenue: 22nd street to 31st street. CLAIMS OF C. C. RY. CO.— f-LX PI RATION OF FRA.WCHISFS. ;5S1 PURCHASE FRANCHISES— Continued. Eighteenth Street: State street to Wabash avenue. Wabash avenue to Indiana avenue. Forty-Seventh Street: Halsted street to State street : Halsted street to Ashland avenue. Halsted Street: 39th street to river. 63rd street to 69th street. Indiana Avenue: ISth street to 22nd street. 22nd street to 39th street. Madison Street: Wabash avenue to Michigan avenue. Pitney Court: Archer avenue to Chicago & Alton R. R. tracks. Root Street: State street to Stock Yards. Sixty-First Street: State street to Went worth avenue. Permission to use viaduct between State street and Weutwoith avenue. Sixty-Third Street: Halsted street to Wentworth avenue. Ashland avenue to Halsted street. Sixty-Ninth Street: Vincennes road to Halsted street. Halsted street to Ashland avenue. Ashland avenue to Leavitt street. Seventy-Ninth Street: Vincennes road to Halsted street. State Street: Lake street to city limits. (31st street.) Lake street to Chicago river. Lake street to the river. 22nd street to city limits. 41st street to 61st street. 63rd street to Vincennes road (west single track). 382 EXHIBIT XIII. PURCHASE FRANCHISES— Continued. Stock Yards Dummy. Twenty-First Street : State street to Dearborn street. Canal street to Butler street. Twenty-Second Street: State street to Cottage Grove avenue. Thirty-First Street: Pitney court to Lake Park avenue. Thirty-Fifth Street: Cottage Grove avenue to Stanton avenue, Thirty-EiCxHTh Street: Archer avenue to Kedzie avenue. Thirty-Ninth Street: State street to Wentworth avenue. Wentworth avenue to Halsted street. Van Buren Street: State street to Southwestern plank road (Ogden avenue) Vincennes Road: State street to 69th street. 69th street to 79th street. Wabash Avenue: Madison street to Lake street. Wallace Street: 26th street to 31st street. Butler Street: 29th street to 39th street. No tracks now on Butler street. Butler street tracks built under this ordinance from 29th to 31st street but taken up under ordinance of July 8, 1895. Wentworth Avenue: 39th street to 63rd street. FRANCHISES EXPIRING LATTER PART OF 1906. Cottage Grove Avenue: 39th street to 67th street. (Nov. 8th.) Fifty-Fifth Street: Cottage Grove Avenue to Lake avenue. (Nov. 8th.) CLAIMS OF C. a. UY. CO.—liXPlIiATIOX OF FltAXClllSES. 3«3 FRANCHISES EXPIRING 1907. Fifty-Fifth Stui-:i:t Loop. Forty-Third Street: I. C. R. R. to State street. Jeffersoi^j Avenue: 55th street to jirivate right of way between oBth and o7th streets. Lake Avenue: From private right of way between 56th and 57th streets to 55th street. Sixty-First Street: . Cottage Grove avenue to 1,000 ft. east of east Hne of South Park avenue. Sixty-Third Street: I. C. R. R. to Cottage Grove avenue. State Street: 63rd street to Vincennes road (east single track). Twenty-Second Street: State street to river. Twenty-Sixth Street: Halsted street to Cottage Grove avenue. Thirty-Fifth Street: State street to Center avenue. FRANCHISES EXPIRING 1909. Cottage Grove Avenue: 67th street to the L. S. & M. S. R. R. 68th street to 71st street. Keefe Avenue: Anthony avenue to South Chicago avenue. Rhodes Avenue: South Chicago avenue to 68th street. Sixty-Eighth Street: Rhodes avenue to Cottage Grove avenue. Sixty-Ninth Street: Vincennes road to Anthony avenue. South Chicago Avenue: Cottage Grove avenue to Ilhnois Central R. R. 384 EXHIBIT XIII. FRANCHISES EXPIRING 1912. Forty-Seventh Street: State street to Cottage Grove avenue. Ashland avenue to Southwest boulevard. Grace Avenue: 62nd street to 63rd street. Madison Avenue: 64th street to 63rd street. Sixty-First Street: Cottage Grove avenue to Madison avenue. Sixty-Second Street: Stony Island avenue to Grace avenue. Sixty-Third Street: I. C. R. R. to Stony Island avenue. Sixty-Third Street Loop. Sixty-Fourth Strep:t: Stony Island avenue to Madison avenue. Stony Island Avenue: 63rd street to 62nd street. 63rd street to 64th street. Thirty-Fifth Street: State street to Rhodes avenue. California avenue to Center avenue. FRANCHISES EXPIRING 1913. Sixty-Third Street: Ashland avenue to Central Park avenue. Central Park avenue to Hyman avenue. FRANCHISES EXPIRING 1914 Centner Avenue: 47th street to 63rd street. 63rd street to 75th street. Halsted Street: 69th street to 79th street. Sixty-Third Street: Cottage Grovc! avenue to State street. Cottage Grove avenue to C. R. I. & P. R K. Wallace Street: 39th street to Root street. CLAIMS OF C. C. RY. CO—EXPIRATIOX OF FR.WCIIISFS. 3S5 FRANCHISES EXPIRING 1915. Archer Avenue: 39th street to 51st street. 51st street to south 48th avenue. Forty-Seventh Street: I. C. R. R. to Cottage Grove avenue. Tracks of Company, (presumably S. Western boulevard) to Archer avenue. Fifty-Ninth Street: State street to Western avenue. Kedzie Avenue: 38th street to 63rd street. Morgan (Formerly Laurel) Street: 31st street to 39th street. Sixty-Ninth Street: Leavitt street to Western avenue. Twenty-Ninth Street: ' Butler street to Wallace street. Thirty-Eighth Street: Archer avenue to Central Park avenue. Throop Street: ' 31st street to Archer avenue. W^ESTERN Avenue: Archer avenue to 71st street. FRANCHISES EXPIRING 1916. Fifty-Seventh Street: State street to W^estern avenue. Wentworth Avenue: 22nd street to Archer avenue. 39th street to 22nd street. 386 EXHIBIT XIII. LIST OF STREETS UPON WHICH ARE LOCATED TRACKS OF THE CHICAGO CITY RAILWAY COMPANY. 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J lO Ci 0"S OOCOiOi^Dl^ -^T— iiO(N(NC-l H s TfH TM C^ 1— 1 s >o c^ ll O'-iC5'MO'*C0O'-iC0t^t>- c 3 o ^ I— 1 ■'^ r-H CO c o ^ to C/D ocO'-icocotM'Oc-iLocorri'* K g CO C/5 o cc pj % '^ Tfi P^ ooioooc^oorocstMO'— I'— ^ CO CO O !>•_ fa ■^ lO LOOO'*t^'*''*t^C5'-Hcoco >0 >^ "-C wi C2 O ^i— ICOCOCO (M (M.-i,-H,— 1 (M (M '-H (M ^ -1^ -1-3 CO - o o ■ o ■ o tT ^ ^ '.> -fi -^^ rt > ^ 6 > ■+^ CO »-:' ■+^ -1^ a> -!f lO ^ = C^ ^ C2 M ^ -i3 fi CO CO '^ O) -72 rf 0) iz; X hH iz; e4 iz; ^^_ -^"-C M +J ^ 43 -1^ 1— 1 ■*^ ->^ ^ M i-l -*^ h1 »^ :r; u- '- hJ o c. -" c^ ^ ^ £ CO < Ph CO CO CO cc Ttl CO H H H » H H H S H Pi3 P3 pg H E-< tH CQ 03 «2 » » Q H H (4 1^ ^^ Sz; M M ^"^ M >< P4 > H-l > C ^ d) O > ^ EH ■/ c c ' s-H " ^^ ;« ; Eh M ^o c oj Saj'Sj^o -t- M : a ^C a iS >1 i; bJO HH bJO ■-. iJ fa/:i -: ^f fa c £ |i| ^ ;^ :tS='c:t^Sl3i:; p ;> c - - -1- o ci O c50cS>^0 -S ,C c ; C p. ■1 'C ^ C , P" ' c CA 2 3^ m a< O « • ■ g '^< c f- . C_. O O 02 CO ■s c =^ ;:3 «.3 -— OlCO-f'OOOOOO'-^OICO OOOOOOOC'-^^^'— COCOCOCOCOCOCOCOCOCOCOCO O 0) II faJD ci o > -^ e >. IB c t- - 5 CO T-H oi CO -r o o o o ■^ TJH tJH £ fa • J3 • en • c3 ; "ct P^^ Pr^-^ 9o H^ Cv *^j ^ Ol ^n o o ^^ lO »o V; ^-H 1-H liOUTES. 3- I^t^r^I^OOGCGCOCOD I0l0l0»0 00t-H,— Ir-I,— I '= '-* Ci t^ O -^ CI O X O Tfi O -M t-^ (M Ci d f O O l^ (^ O O "*! 15— CO >-( CO Tfi 1^ t^ i.o t^xoot^or-QOoo C/) lO CO C: iM (M CO O ^ --p o^ lo^ c;^ co_ 1— I lo i^ oi o o T-; O c: o ^^ o" co" co" cf cf O »0 CO (M (M T-H lO rfi CO CM LO 'ti O) Tf .— I "Tt* CO (M O 03 !>< Eh O 1^ cr. CO t^ " ■^ ' ^ ^ CD O^i c: Ci cu N -*-^ N CD ^ Oi '> H H H Pij Eh CO Eh 03 plj M I Eh »-0 CO CO » -• — -1^ o r ^ ^ ZJ ' ^ ■-z rt rt c c S " > ^•^ ^> r^ ^ ail> ?k: <^ C iK ci =: ;: - -^ J^ ^ c; t> c» CO ^ Ol CO -f 'C o i^ X ~. c ooooooooo— COCOCOCDCDCDCDCCOO t:^ -— CJ CO -r 'C :o I- gS 0000003 p; 3 t^ t^ t^ i^ i^ t^ t^ 40C EXHIBIT XJII. ■cS Ci O CO ■— I x '^ 'M <^ 'M t^ LO 2^ I^'MCOOt^'NCO'*Ci(MO'^ -^r? O >0 Ol O ■M X to O Ol to 0_i0 ^ to" o" cT -^f CO '^S •■-' co^ of o i—T ococ^i 4ti'Mr-icO'— I coco H 03 IZi •;^ M lO " !:3 ^ zn ui M ^ ^ ■-. lO - Cj ^ ^ -Ir^ m CD lO CD o -^ »0 -cc O lO CO o H ^tJ CO (U -ij"'^ CO -t-TTi ^ ■> t^ ?^ is ■> t^ 5 ■> ;§ "I CO w Oi CO bJD £3 . p -I ^ ^ -^J OJ CO faJD c3 03 ■+J ^ * -t-3 -t-i c3 O -t-j ^ CO ■s^ ^'McO'^'Ocor^xoO'^o £§5 X X X X X X 'X X (X GO 00 GO ROVTES. 401 '— ' r>- iC) CO >-o c; irj ^- ^ f^ rvj ^^ /ri -y^ •-0 lO O X -- -t -t ^ i-O O '!t X n^ I- r?: ^- -r t- — r re r. x 2^ X CO 'M O '-fi 'M X CO 'M c; >^ Pi S .'^' 'i? ^ ^ ^ 'P ^ '^' ^ t"^ Ci_ -rfH^ 1-H^ lOOiOXCOClt— OCOC5 ^^ f^ 59 P" 3^ '^ '^ ^ '>^ ^ '^ ^ Ci CO t^' -^ I o X i>. -^ CO CO lo ■* oi i^ o -f 0-1 X -fH O 01 CO iC 1^ -o o CO O CD -t lO i-O 01 X X ■^ X ^- <-0 O i-O "f O X' 'O -I C5 i-O X — -t" M CO Ol ^ »0 f > _: CO ^ - o » r^ iz; 5 2 =: iJ ^ H H H (< H 09 Q a d O M I> ffi -< <; H 1 _ii; >* 'J? t2 !^ -— "^ ~ — ' CO CO 71 ^ ^ r^" 3 -t^ ^S JO |i3 +2 S ."!=; S ^ ?^ ■^ ?^ CO i:;0 ^^ t^H -- CO CO HH ^ C-3 CO CO "C CO --^ CO o ,. t: 3 o Pi a X o - 02 CO :: CO <1 o 72 CO s-i CO o Wo ■S-5 '-<'MC0'*i'0c0t~-XC5O'— lOlCO-^O pi= C;C:cr50C^C^CiC:C5CiCcCiC^r:c^ "2 s s i^ ■Jl +? -t-' '^' -^ J!^ >£' '^ X <: X ^'h ;2: ^5 i^o^ieOTfiiocDt^x ^ "M 'M Ol Ol M OJ Ol 402 EXHIBIT XIII. C^l -M O '^ :C O O CO IX O ^ o ■f5 t^ i^ CO -!< CO 01 01 (X Ol Ol w X -t< CO Ol O ^H CO O r-H X l^ "* -— U5 >o -- o o c; t- X) ^ CO • O ^ Ol CO cr. o -r Ol i-o Ol CO co_^ X CO Ci Ol X -r CO i^ cr- 1- CO -r X Ol CO Ol cr. ^■^ x' o Tt^ CO 01 7^ x' o~ LO co' t-' co' o —' CO -r -r 01 X Szi > c/^'^ =/:.>> -^^ o w X w X ^ X +^ ^ X X X l2 o o . - :; o p OJ ■*^ £ CO "rt 4 ;5 "3 .^ t—^ Oi , T ^ CO ' ^ ^ ->o "-^ _ 01 f/' _^ "? ff i c 3 -z Ol 1 01 01 -2 o cz: -s "t^ '>■- ■ o p - ^ - 6 O t» ^K ci r-" "^ ^ -^^ ^ ^ -t-i O ,■;; o o Oo O >— 01 z^ -r w 01 01 01 01 Ol Ol ROUTES. 403 OCCCOt^O'*COC5COGOCOC5 lOCOiM'-iOOOiOOOOOO •-I ^ C^ r-H fM CO /M ^ OOOOOt^CO^— iO>0 0»-0 Tt.t^ 00 "-I r^ O lO CO 00 i-O O O lO I— < I— I Ol »-H a> J3 o ^ < -C*" ai -tJ -t:) i^J ?:? C3 S-, O .1-3 S ^ Ul J3 C § 9^ ^ ^ Q ^£ t c ^ O 09 (M -H o ,5 r^ :r t-' -^ >i^ o o J "CO t. ;.^ S S t^ C o H t, tL d o>S§<: s 5 Si. T^ WCO ■^ a:: "^ ^ cc C cc tf-^ d "- -^ f-t r; '-' CO CM (M CO K* O >■ CD Ph gS 000000000000 e;3 1— iCMCMCOTfiiOiOiOOOOO Z (N(M(MiM(N(N(M(MCM!MCM(M 404 EXHIBIT XIII. O lO to o CO CO GO O -^ t^ (M CO iM GO ^_^G0__O_Ci C5 go" CO ■^'' --r lo t^ "* GO CO -— I 1— I or, Ol Ol Ol X CO CO c: O lO 'M Ol r>i CO lo 00 r-^ O CO O -— 1 (M (XToi CO ^ lO CO ■x't-T C/3 CO Eh IZi M a & > < > o o » iji '^ a '^ ci !-i '"i 0) ^ o o fac ^ 'op p^ 'op p^ bp ^ O jj '-'-1-3 O -iji -(-3 o ^ o ^ o ^ o -J hJ H-^ O > p 5 OS) a o > p <1 bf) q; Oj ■< -u OS O ^ -C CO '-'^ Ol, a; ^_3 a; o ^ o a. o r^ ^ "iiis J^ ':;3 'c5 O o CD C5 > ^ O 2 eg bCt> O CO r-l GO lO lO 1>- '— I »o t, CS b£t: r^^S 4- ^S o co_^ o cS o3 'o 03 Ol o CO o bC o3 O C3i CO P :i - - - o i^ CO 'Tfi lO CO -fi LO o o ^ --^ ^ > < CO o p 6 O) -^ bD ^ 03 ^ ■+^ c3' -^^-^ j3 j3 ^ bC c3 O O o H riiir SHEETS. OOOOiOOOOlCOiOi^l^ C^l^l-^ -^^ ^^ Tfi 'M -Tfi o Ol " -^ CO cT ci TjT ^ ^ <^. t^ CO fC o --^ r- c; oi o o CO CO CO X O CO Ol -H t^ rvi c: c; X'*OCOr-iO^-'rtlOOO '* ^ ^ CO r-H^ GO CO 00^ l^ C2 CO CO co^cTio QC ^H IQ CO 0>l CD CO O IC IC o CO 'M > iz; 0 Tt< O CO ci c^j ■^ CO Ol > > > 0. K > « 1^ JO o c c3 03 03 01 :s CO -C r"! -tJ ^ +i GO '-^ CO c3 , . 5 ^ S S c-d i-c ,-k: P-i CO I— ! CO CO tf == '^J? -— Ol ^>iti:OI>GOCiO(MCO— — ^ O O OOOOOO'-i.-tT— r- —: ^ 0\ 0\ (M CM (M (M (M Oa (M (M (M CI — ^ (M CM 406 EXHIBIT XIII. S ^ X O rt< O^itO^ 0_ ** o" cT -— r cT co~ »o" cT o CO c^ CO '^i O GO^ (M CO O -^ 00 O ^ CO ^ '^i i-H t^ 00 ^ «^ o C 2 ^^ !M '— 1 lO lO Oi CO co" ^"^ CO o f§H o o ^H C^l 32 H o iZi M o l4 H H H Pi H CQ H H < EH o CO = ti :/2 rv CD .:ii HI -t-^ tj -t-* c3 c3 c3 ■j-i i_i -^j MS 02 13 > O) c; CO 3 C5 CO ^ -*^ CO O CO o Oi o CO !y2 01 5 3-2 ^ ^1 CO lO o r^ — ' P r o o o o o o o Ks COCOCOCOCOCOCO 1> t^ o CO CO o ^" CO t> 00 '^ t^ OO ^ Co'fM^t^" --I Ttl CO oi CO o O >—( (M ^"t^'co" CO t^ Q H ^ K C M kI a; > » o p o [z; c2 H — 1 > li < bp X " H -|fj Pii s O CD ^ o E-t 0) S!i Ei3 qT ^ 02 ^ -^^ ^9 bJ3 o -t^ r* -l-i ^ C3 J* ,— ^ O 1^ CS ^-S c? CO <^ CO o H c S CO go" CO oo" ■M 00 CO CO CO ^ Ol GO T-H Tti 3 4_i m s ,^'' fl d fl ::i C Qj s q; ;- c a. aj o > > 2 £ to o c3 02 i- \^ 05 CO 05 bo CO CD i> P- -d 2 T. O o p. \ CO CO Ol > o Si 03 bJ3 a, o j3 o TRW SHEETS. 407 'f >-0 O -fi •^ 1> - -H 1 X t^ — CO >0 cr. CO — ' C2 1 lO X ^ t— 4 lO 'M co^^--^ '^ 1 CI /sO • t^ "* »o 'S CO CO t^ 'O o -M o ,— t rt< o_ ro 00 M ^' -V -t -r -. -. _ :• ! r^ -t Tt ■X Th O O 1 CO S Q. t^ o O^t^ CO CO 1 o 0,- :o co" io" o o ■M to '~* r-; -^ -J3 T3 — H -t-> q; -tJ (I) Sj ?^J ^ : ^ rj - c3 '> t3 Ji 1^ 6g ■5 3 o >■ Z a3~ g" a o > < re Lt > I^ < -H "^ Hi CC t^ >■ ^ H 73 \ CO -rr X iC fM X *— ^- CC >-0 LC c:_ ^ Tf X. rf tt CC CC '-' CC rrj ^ a-.-^ cr. ^ 'Tt^ t^ l^ CC d CO X i (M O O O 'Tf ^ CO t^ CI "S CC ,-^ to '^ cx) o--^ cc 0; < T: ^ H , .2 . ^ Ia4 c; ^ 2 ;> E • l^ a ; 5 K* > 'Z. "t:; ffi < -— ; C c l-H ' — ' pd '•■ £ 53 '— S 1- ^ .2 - - -^ c H H M "rt Eh Eh «2 H ct ^ G/: ^^ H p CO c Eh OJ OJ 'qq Q CO t/: Eh C/3 -_. p^ pi; ffi-^ffi C ha i OJ 1 .. a) , K *> ^ £ ffi Eh ! E c a a ■r. 03 5 £ • < ^ ^ ^ c :S v. ^ i^ CO t- C 1 ^. c "5 ^ CD 'r- ' ~ , -i-T S ^ -t— ^ p:; '— ' Oj -. ,4^ C ^^ ^ r- C/1 :p; - c . c - . P. - O) 9 ^ Q K c « C -^ £ i H r- - ;£ 3 C/ D y ; 1 c: r— J 1 C-. o V O GC — ' '7D CT. »C 1 (M O 1 CO Ol •^ ro CO c: c: O C I o i_^ X -r r^ ' co' 'm' co' t— " >> r t^* t^ 1 c: ^ O >C lO »> 1 Ci l^ O -M ' CO CO 'M ^ ^ OO, O O CO l^ Ci 1 o C i 00 CO to GO CO i^ t^ 3.S- rf CO lO C^ Tfi 1 M O 1^. < c o H P -^ '^, " » zl > .~ :jn O) q; c ^ ^ ^ rn"^-!:: r-" ;r; o '^ 5^ '^ i < cr- < cr; - ? o c ^H' ■"i^- c •p _M ffi •< CO Ol — -M r^ CO o — — o — I^ 1^ l^ i^ t^ EXHIBIT XIII. o o CO to fl o S o o K 3 GO CO CM ^< ^ O o «H CO 00 cm'"'— I GO GO r-H CM Ci^CM :3 o ^ a; > , o » ^ iz; c5 l-H , 1 iJ Cj H biO p .s iz; -(^ H o > m <1 p o H oT M Q oT H .3 M CO GO CO CO ^ ^ (D ;_, a; 'si o O h— t < H " o CO ■**■ CD bJD a 1— '^ -^ CO GC Pi CD C^ O > c3 <^ • 0, JO .2 ^ N "^ 3 '^'^ W ^ ;Lh d ci r-*",^ •73 c. ,_4 GO J: co< H CO LO c c: c: TRIP SHEETS. S CO i> t^ .-1 o' o' ro" c^ lo" '— ' CD O lO C5 ?C r-H "M »-< O -^ CO CO Ol CD O —1 CO "Ti co' «" to x > — GCii>-CiCiococoi>r^ o^i,—( gm coo-^o-^iot--coco i^f^m sa C^l^ X O^ O^ t^^ O^ t^^^^C-i io ^ O kH co" o">o"or'*''co'"'M'''-H~ IlO" (m" ^ '-^ O-l CO rt ^^ Ol 00 > < -« o<1 ^H © <: C3 - -^J ''^ r/7 0) ->-J C;J o ^ o ffih^ CJ< 00 CO 00 CO .sT TJ 2 CO > o e3 bC O >» -f^ O .IS M S ;^- -"S © >> IB -^ ^ 02 O « 2 I s ^ o .- © bC c/? ^ o ^W^ o ^z ■2 CO O t^ X — < ^' rvi ,0 O -M "* CO s O O O O ri O O O — "M 0-1 (M H o o o o o O' o o o o 00 O) ""* -^3 j_, rt bX) ci .»-H ;s^ H EXHIBIT XIII. ^ a~. ^ c GC- S 1-^ "* 1:0 Ci ^ '*" 'm'" ^' CC T— ^ lC t^ oa CO o CC CD CO (TO E-i 03 » of. ■ji '<- -^ C oj o c 01 < r-^ < C j= o (M CM GO «H LO iC (M 'M t^ ■* t^ c X r-H '-*^I>-^'-*^ r^ Tft '^"(m" CO"'-h" --1 GC --I '-I ^ c; »o t^ i^ rr X t-. r-H cc cr. ^- lO^ r^^ x_ — cc tC Tt^" rr r-' : ^^ Eh Eh i-t (^ >< Eh M » Eh rf. X X J-; CC CC CC *^ < < H cc Z C > di ^ c -M 'S "H "o O !- c: =- O ■< CC < ^ 'M — ■* o c o o ^ — O CO ^ ^ CI C^l ;!:: dj ^ i r^ "t:; o S ■5-5 ^- CI cc -^ ;2 - ci ci cj CI z ^ ,— ,— ,— . TRIP SI/KETS. 41 :j CO X X C: i^ 'M 'M g t^C^OXOCOCO rs "-^^^Tti !>. TJH 'M Tf rf S ^" X~ ■*" Tt^" o" — T — T O CO "* CO O CO '^ o X — f^ ■ — ^ ~ 71 C. 8 ^ X 'M c^i 5 C"! c: CO lO c: ^ t^ 'M Ol ri o 3 -H 1 -M -O CO iC lO ^1 t~^ ^O lO M XO — Xwt^t^ :.=■ ^ rf X O ^ LO X -^ -O ^ lO o CO CO" CO Eh E-t Ui H M H M CO -^ Ch CO -3 o o c^ c S lO X iP 3.~ CO CO - ' CO o H iZ! E M Hi __ H C5 » CO m f^ El 02 » Eh ^ M !z; >• ■Jl H ~p pi; M r^ .- s ^ Eh ■> ^C XI O} o c ^ Off; 5^ c3 o F^ ^ O C/2 CO :-2 -^ ?;1 CO O — Oi - 3 1*/^ rv^ ^,-V ^V^ /*j^ ^/^ 'z ;^ ;^ ;^ ;.: ;^ ;^ c II o ,^2^^ £ ■^ C3 -^ -C" -^ -3 ^ ,o o w' CO L^ o « II oi CO -r o o o es 3 ^^ ^^ ^^ z 1— ( T— 1 1— 1 EXHIBIT XIII. — - lO O C5 g to O: ^ O •- '^'' ^^^'^^ S c^T cT r-T »o~ tfH Ttl ^ O X c: -— ^ CO lo r-l CO 03 Q I >< H o c c - zn CO ^ CC 1-^ M £ i^o-^cocot^coX'OO^fM 5 .-H t^ o CO o '^^t^^'-'v'l'-'^-'"!. "^ to'c^TcTt^o'o i^L'o''*"c^ CO o >o o lo CO CO -^ CO Tti C^ CO OOfNl^OCOOCOCMOOiM ■^ K (M -^ GO ^ R.'^^'^^-.'^^'-'v'^ ^ zo O X"00 Tf^'co" i-O ■cij » pl3 H 03 > H 03 I H o C5 CO t^ -* CO ^ +f -M ^ t^ I>. t^ ^ Ttl •■=^ o 2 Ph r-M •- '^ ^ c^ .^ 4S « . IS! M T5 r-i fo '^ K • O w ;^^ rt o c; (^^ ^ «r.-' ^■^ o i-t CO '+I CI o o o o LO lO »0 lO o O o 1^ o PM CO ■S J rH(MCO'-H'\ iC t^ r^ -^ o /^l .-> r-- -rti CO X 'M o t^ Eh M 1^ I EH Eh U-; CO CO -f^ y O ,-1 --. CO > lO to lo P^ -J~ oT ^^-^ ^- § o P ^ = o 2 o c: o T-l T-( CS £ to lO -^ ^ 8t^^ ci r: , c3 Oi •+-' ^ t>. -t^ 05 l>^ CO CO "S-2 r-H (M 'f to gs o o o o «^2 i^ r^ t^ t^ z ^-i r— 1— • — to p o > c o o o -f< r^ r^ 1^ X X o 1^ c CO l^ l-_ n^. ^ rji' rf aJ" I-O X to -r c: t^ X -r ^ I- ^ -^ CO X CO -3 t^^ -1 o^ c^ 3 a. cT c:'' r-T wt c z: i^ X Eh » Eh 03 Eh 03 M I Eh >< M M Q K Eh Eh Ex Ci o to lO ^ ^^ o +^ cT a C^ c^ LO ^4—^ m ^ m o ■j^ -4— > ■*^ m Cj m -M T— I O CO CO to o i~ o ^ fcJO—i ^ C CO 03 1/2 .1^ -»^ c3 c3 +? u " " --I X to o o o CS = XXX ^Z r-( r-l ,-1 o to 3 S EXHIBIT XIII. a H CO Q M H Eh XI t^ t^ X ^ O CO o ■— I c^i o"co"'-H"i!:rcO^'*'o" GO to GO l>- CD t>. (M ^^ o ^ t>.iOCDOTfHOiCOtDC^ lO" QC" ■*" tcT CO^ LO" ^^ (M ^ ^ T-H o CO ^ CD r-| r^ M ^ 5 CI — -So o >-o CO CD cd'oo (X) CD of o CO CD a, o r; -. CO M CD r;r'CO a; > a> h-; cDO} .-CD 2 aTcS fl O 1— 1 TtH CO 10 CO ■* J cc ^ '* GO lO ^ !M CD CO (M CO ^ ^ CO t^ tN CO r- 'M lO OJ CM t^ «o CD O 'OO 10 -^ X ; tn o o CD Tfi r— ( P* o t^^ CO X • 'V, 'm" 'm" X CO l^ X • O) > ■ oT ! p ■ > • 5 : OC'— (U -^ ^ -S c^ :;3 :tS CD -2 CO <^ CJ o - -t-* > ■^ u -i^ q; -r -"S .O O CD ,0^ c^ ^^ n .— H ,i_^ '^ +-" ---) _C ^ ^ ■3 • CD ^'^ -^ ^ CD Z Xi 00 in CD X '^ CD ^ t^ t^ J A p c CO [S r? CO " ^ o X X S - :/2 •^^ Tf t^ C. 'M CD CO "* LOCO p S O O O 'M O ^ iM (M (M K- C;C10w5ClGtiC5C5Cl CO CD CD -. faC ," O -5^ 'M X c: CD O CD O O rnti' N///;/;r.'?. 4U B — I •* 1^ o !>. >0 lO I^ S o CO CO CD .-= 1- 00 C5 CO CO CO H o o o -£^ c O 05 m CD 3 dPn o > _^ p c3 O -g p ^ o) q;> O fee O 'd t^ - -ii O CO 3 = c s (M CO > C oi IS Q C/2 _ CO Via ncennes ting all 3 < O (< CO ii OS « (V) CO » ^ oT ^ "t3 M ca > : o ^< Q '. 02 [z; M 0^ ] 418 EXHIBIT Xin INCOME ACCOUNT. FOR YEAR ENDED JUNE 30, 1906. GROSS EARNINGS- Ver far Mile Passenger receipts $7,502,420.52 $00,205.3 Rece'pts from other sources 80,936 .13 00 . 0022 Total / $7,583,356.65 $00.2075 TOTAL EXPENSES. Operating expenses, taxes, etc $5,839,254 . 81 $00. 1598 Dividends 1,620,000.00 00.0437 Surplus for year $ 124,101.84 $00.0040 MAINTENANCE OF WAY AND STRUCTURES. Maintenance of track and roadway $ .^06,309.67 $00.0155 " electric line 44,083 . 10 00 . 0012 " " cable, conduit and ma- chinery 20,112.38 00.0014 " cable 106,799.58 00.0079 " buildings and fixtures... . 50,860.85 00.0014 Total for maintenance of wav and structures ' . . . $788,765.58 $00.0216 POWER PLANTS. Maintenance of steam plant (electric). ... $ 22,114.58 $00.0010 " (cable) 8,254.98 00.0006 " electric ])lant 5,469.75 00.0002 " cable plant 6,198 . 98 00 . 0005 Total for power i)lants $ 42,038.29 $00,011 CARS, MISCELLANEOUS EQUIPMENT AND REPAIR SHOPS. .\hiint(>nance of cars $")10,313.98 $00.0140 " miscellaneous ('(pLpuiciit. 19,770.06 00.0005 Miscellaneous slio]) expenses 49,950.49 00.0014 Total for cars — miscellaneous, eciuip- ment and repair shops $ 580,034.53 $00.0159 ISCOME ACCOIW'T. 41!J OPERATION OF POWER PLANTS. I'.T Cm Milp Operation of power plant (electric) $ 582,147 . 10 SOO .()2.'):> (cable) 176,378.17 00.0130 U l( Total for operation of powei" plant s . . % 7.58,.")25 . 27 SOO . 0208 OPERATION OF CARS. Supt. of transportation $ o4,26S. 11 -SOO. 00 12 Platform wages (electric) 1 ..3.37,715. 10 00.0581 (cable) 503,679 . 83 00 . 0373 Wages, miscellaneous car service employes 34,809.67 OO.OOOO car house employes 160,457.63 00.0044 Car service supplies and expenses 162,572.48 00.0045 Cleaning and sanding track, etc 68,783.92 00.0011 Total for operation of cars $2,322,286.74 $00.0636 Damages and damage legal expenses $ 526,982 . 65 $00 .0144 General expense $ 443,355.92 $00.0122 SUMMARY. Maintenance of way and structures $ 788,765.58 .$00.0216 " power plant 42,038 . 29 00 . 00 1 1 " " cars, miscellaneous ecjuip- ment and repair sliops . 580,034 . 53 00 . 0159 Operation of power plants 758,525.27 00.0208 " cars 2,322,286.74 00.0636 Damages and damage legal expenses. . . . 526,982.65 00.0144 General expense 443,355.92 00.0122 $5,461,988.98 $00.1496 Taxes and interest 377,265.83 00.0102 Total .$5,839,254.81 $00.1.598 EX HI BIT Xfll. Xfl PM M ^ E-< b O tf U n S P Pl3 ^ w >^ H s < Pi o Eh Pi P » E>] Ai A OS Eh O iz; CO o M O 05 H - C3 CO o H 05 CO imj » H Eh (z; of V2 iz; 1^ < Eiq ^ Pi U O Eh iz; M § M Eh Y re t^ rH -i r O^X^^ •=1 — O^rjT o (M i-H ^ ~r ^ t^ "T .^ t^ i.r- re c^ '^l ^:— I- -^^ 6f ' 1^ 1^ lO ic re o iSl re X '— ' to ^ lO T— I I— 1 1—1 X t^ lO Cvi t^ o 1— e^ ■^ X o t^ lO lO 1— 1 Tfl O lO 00 to tC O X o .5 w rt c (M c o o cr. 1^ ei -^ 1^ -H re T^i — c; c: '^ ei io e^i 'M o c^ re j^ c^i '-^ c^ •-" re ■^ e Cj e^i re t^ vj 1^ ;^ fc L' o ei X '-- c ei X X t- X r-^ C X ^ 1—1 ^C e*! re ■e c; "-C --^ X ^ 1^ -t" 'C i-t M O lO O ^H lO ^' LO O ^^ r. re — '— ' i^ I- i^ 1- cr. '^ C: 'M -f M LO -* ei -^ --^ X '^ 1^ ic c; re X o e-i CO c; — I-- r— s --*v ^v^ fy^ y^ .— ^ i^^ S ei ei el S cr. c: i^ lo lo ej -,o X jf lo e^i c^. '1 r-^ '^ ce" 'm" re" lo" r^ ce; I- I- X "-0 ei -^ . CO'— '^^'^''-'^'^x^^Z? c w c; o '-0 e-i o CO o i^ 'e c; -* --H o e^i ^H i„ re re c; x »— re ~ -m ue X -. X lo re o ^H -t- ei '-' c; o ^ lO o ~ " ce re '^ e-i t^ lo" X LO ^ I- re "^ LO X e-i o X re 'M ^H e-i ^H 1— I ei LO o X X re X c. lo x c; ei e-i o o ^ CO re re 'M re re le-i i-H "O LO X CO X o ^H Tti r-^ 0-1 CJ e-i '^ CO o c^t^LOTti'#cococ^'MX>oiX'<*'cexc:t^X'— '^'— iX"0(MTti i-i ci LO d i-^ I- t-i re -^ i^ CO X re re X r-^ TfH c; X I- o I- cr. "^o •^ cr. c: i^ LO CO; CO '^ oi CO ei '-H o c; ^^ '*%. ^^ '^l ^^ ^^ ^'^^ Lo" cT cT I -" co" ■^'~ o" ro" <^'" ^ 1^ o o; re CO o i^ '^ t^ rO' c; ^ t^ o X re X t- re c: c". re i^ e^i c^i ei r-^ i— i ^h rs^ S =5 1-^ ss t: -^ s ^ o 03 <1. •- W !1 .^ .^ ci -:= -a _:. -, ^ •-;»>0'-Hioo:roi^i-H __^: El tS^ e, -=•--- X c: :r: t^ l^ ri re O c J ^-— -H^^.^'H "•- Pi M , rc Tl S -»-':r-:ri— — ^c — E-i ^ f' 422 EXHIBIT XIII. DETERMINATION OF FRANCHISE VALUES. The general method used in determining the vahies of the fran- chises is as follows : The number of car miles run over the tracks, covered by a given franchise was found, together with the gross receipts, for the year ending June 30, 1906, data enabling this to be done being fur- nished by the railway company. The net receipts were found by multiplying the gross receipts by approximately 0.30 as is hereinafter explained. The principal which it is necessary to support from these net receipts, was found by multiplying the length of track under the franchise by the average value per mile of construction on the right of way and adding to this an amount proportional to the car miles. This last amount was obtained by multiplying the car miles by a number which represents the amount of investment other than that on the right of way per car mile run during the year ending June 30, 1906. This principal was supported at 5% from the net receipts, increased year by year according to the Arnold factor, and the present values, as of January 1, 1907, found for the remainder. The sum of these present values, up to the expiration of the franchise, gives the value of the franchise, as of January 1, 1907. The following tabulation and its accompanying explanation shows in detail the method used and the results obtained. Franchises which expire before January 1, 1908, are not listed in this table, as their value is included in the value of the right to run over all tracks for the year ending January 1, 1908, which is found separately. Only such franchises as have earnings reported for them by the company are found in the table. It was decided, that under the existing conditions, those franchises which show no earnings should be considered as of no value. Col. 15. $5,106 1,117 780 283 4,542 2,291 2,193 8,350 5,171 467 1,003 201 492 3,329 11,240 3,719 7,197 3,510 5,326 8,992 8,581 11,173 7,502 1,988 7,057 3,529 14,405 8,199 1,664 697 5,845 707 11,866 196 20,223 7,113 Oy ' ' ' ' ' 1 ' 3 ' 3 ' 3 ' 3 " 3 ' 3 ' 3 ' 3 ' 3 ' 4 ' 4 ' 6 ' 6 ' 6 'I 6 i 7 ': 7 '" 7 " 7 " 7 " 7 '^ 6 '1 7 '^ 7 " 6 'I 7 8 'I 8 ' es of Earn- rest. A. 29. es of om Jai ate of 1.30. eof Pr nings lises fo Jan. 1 •3-2 es of Earn- rest fo Jan. 1.33. PS of om Jai iteof 1.34. Valu eNet i Inte — Cc ►2 s o = 3 bt; M mi 3 tC ii 60 rS ^•^Q .a ^,i-2.|i |1j?s llii" i^t" . t^a "c-2 ffiWOM c^2 2tj ^■o&-~ « v^ ^O sl^f ^J2~ ^S" 1 2" x-^ iiS^-wo l^§^2 ££a ££,I';S"-S ££n't4c3 Col. 30. Col 31. Col. 32. Col. 33. Col. 34. Col. 35. $4,241 $12,482 360 925 396 1,179 143 426 2,300 6,852 1,140 3,415 1,568 4,855 9,172 81,536 $26,332 $7,213 $19,119 $43,682 3,485 31,774 11,863 4,455 7,408 17,206 593 5,239 1,633 403 1,230 2,799 1,273 11,253 3,509 866 2,643 6.012 255 2,253 703 174 529 1,204 638 5,636 1,749 425 1,324 3,011 2,336 21,243 7,841 2,876 4,965 11,481 8,650 78,242 27,985 9,710 18,275 42,227 1,705 16,019 6,923 3,213 3,710 8,780 3,484 43,003 13,772 6,217 7,555 28,245 522 7,574 4,342 3,032 1,310 5.133 1,746 27,773 8,511 4,601 3.910 20.217 7,895 112,272 24,357 7,768 16,589 79,517 11,320 157,056 30,885 7,413 23.472 110,497 6,337 93,444 23,255 9,652 13,603 66,781 284 13,075 7,600 6,481 1,119 11.221 19 2,621 1,900 1,717 183 2.358 8,175 132,003 23,110 6.096 17,014 98.298 1,511 26,995 6,354 3,048 3,306 20.557 7,346 125,065 27,893 12,444 15,449 94.601 -850 -1,972 6,150 7,083 -933 502 -738 -8,786 69 1,437 -1,368 -5,960 400 6,776 1,453 602 851 5,101 1,356 23,283 8,211 5,704 2,507 10.907 -314 -3,741 29 611 -582 -2,540 -2,835 -29,041 5,391 10,250 -4,859 -18,699 -77 -1,033 28 169 -141 -740 24,198 443,476 67,782 17,469 50,313 343,772 1,146 29,975 $1,483,147 8,974 6,144 2,830 24,674 $1,036,904 VALUE OF FRANCHISES. Ill Ills liliaMs. a2|sJ z Ill liilJlillliilHfi ft liil i i^ lllli lUi 1 111 4h\ Cottage Gbovi ...67th ,,L.S. 4M.S 6-6-09 1.02 S42,426 276,788 15,3 S12,865 551,779 $.1815 850,346 $102,125 $5,106 Oy . 6Slh . . 7l8t . 6- 6-00 .76 5,632 34,604 16,3 1,708 $16,496 12,536 3991 13,810 26,346 1,117 ■ Keefe . Anthony .. .S. Chicago 6- 5-09 .22 4,683 30,042 16.2 1,476 16,495 3,629 .3991 11,990 15,619 780 Rhodes 69th 68th S. Chicago — Vincennes . , ,.68th fr- 5-09 .08 1,766 10,905 16.2 635 16,495 1,320 .3991 4,.352 5,672 283 6- 5-09 1 28 28.288 174,758 16 2 8,678 16,495 21,113 .3991 69,746 90.S59 4,542 Rhodes.. , Cottage Grove. . . 6- 6-09 .64 14,138 87,363 16 2 4,287 16,405 10,557 .3991 34,862 45,419 2,291 S. C'Hir.f;.. ...I.e. R. K 7- 1-09 1.38 16,599 52,883 31.2 5.033 16,495 22,763 .3991 21,106 43,869 2,193 1 47th Sl:iu'. Cottage Grove . . 3-21-12 i.gg 83,732 336,230 24.9 26,390 16,495 32,825 .3991 134,1.89 167,014 8,350 3 .\.|il.iii.| S. W. Blvd 3-21-12 2.00 37,723 175,815 21.5 11,4.39 16,495 32,900 .3991 70.168 103,16S 6,171 3 M^BlMiS l.lll I)3rd 3-21-12 .14 5,193 17,639 29-4 1,575 16,495 2,309 .3991 7,040 9,349 467 3 S3nJ. 1 1- l; I; .Stony Island 3-21-12 .30 ll.l.W 37.fi05 29 4 3,383 16,495 4,948 .3991 15,128 20,076 1,003 3 64th St.niv WliiiI M...,Ii'nn 3-21-12 .06 -J'i 4 678 16.495 000 ,3991 3,034 4,024 201 3 Stony Island . . , 03nl . . IWtti 3-21-12 .14 '■' 4 1,686 16,495 2,309 .3901 7,641 9,850 402 3 35th Slnlc I;1i,m|i,- 3-21-12 1.22 J 1 '■ ■ 7 1 4 7,551 16,495 20,124 .3991 46,459 66,583 3,329 3 California ( |,td|. 3-21-12 4.00 7 J I 26.984 16,495 65,980 .3991 158,8.34 224.S14 11,240 3 6l6T . Cottage Grove ...M.UI1.-.UU 3-21-12 1.54 li,li-5 16.495 25.402 ,3991 4s,fl!)2 74 3il4 3,719 :i 63rd . Ashland . Centrall'nrk.. . Central Park , , . Hyman 6-19-13 . 3-13-13 4.99 3 12 1;;^.!^ 7- 1 1.1,7'7'J 16.495 16.495 82,310 51,464 -3991 .3991 "':Z '-H^'u'i ' -,"m 1 Center Ave.. 63rd . 75th 7-10-14 2.95 ^ 7117 16,495 48,660 ,3991 Halsted . 69th .79th 7-16-14 2,51 7 7 17 , !., - :i 71 4sli 16.496 41,402 3991 7IV !77 I7'i ^ 1 ( 63nD . Cottage Grove . ..C. R.I.4P . 7-16-14 2.34 7'i 1 29.7,S0 16,495 38,698 ,3991 133,1127 ITj.CL'.'i S,.5SI 6 Center . . . 47th 63rd. 7-10-14 4 00 22,423 10,495 65,980 .3991 157.4S2 2.'i3,4U2 11,173 6 . 39th ... 51st 7- 8-15 5.31 7,328 16,496 84,619 ,3991 65,47)0 150,055 7,502 7 , SlstSt 4Stll Avp 7-15-15 1.36 1 \l 1,832 16,495 22.433 ,3991 17,337 39,770 1,988 7 47T1I . '...'..'.. . .I.e. li, II, 7- 8-15 1.60 7,, ,- 77 (1 22,283 16,496 26,392 .3991 114,760 141,152 7.057 7 .S. W. Hlv.l \r- 1,. 7- 8-15 2.00 7 1 1 0,127 16,495 32,990 ,3991 37,604 70,694 3,529 7 59th .State, \\.,-l.,,r. 7- 8-16 5.50 7 ',1 26,895 10,495 90,722 .3991 197,391 288,113 14,405 7 Kedzib , 38th , - 31st '■'it'll 7- 8-15 2- 4-16 6.26 2.00 '"'";;, ;lii 1 5,930 69 16,495 16,495 103,259 32.990 ,3991 .3991 00,739 291 163,998 33,281 8,199 1,664 7 Morgan 6 29th . , . , liutler Wallace 7- 8-15 .25 4,l'il!) 21 (11)5 I,S,S 1,401 16,496 4,124 .3991 9,820 13,944 697 7 38th . . , Arclicr . , , Central Park . 7- 8-15 2.80 26,110 177.481 14.7 7,917 16,496 46,186 ,3991 70.833 116,910 5,845 7 Throop 31»t . , Archer . 2- 4-16 .85 94 310 30 3 28 16,405 14,021 ,3991 124 14,145 707 6 7l8t 7- 8-16 8 47 17,142 89 244,580 7.0 5,198 16,495 139,712 ,3991 97,612 121 237,324 11,866 Wentworth . . ...22nd Archer 7- C-16 ,23 303 29.4 27 16,495 3,794 .3991 3,915 196 8 . 39th . . . 22nd 7- 6-16 3 98 215,534 848,981 25.4 65,357 16,496 66,050 .3991 338,828 404,478 20,223 8 5UT.. State Wratern 7- 0-10 4,5S 28,535 169,058 10.8 8,053 16,406 74,557 ,3991 67,711 142,268 7,113 8 52,309 $4,241 $12,482 6.852 3,416 4.855 S UzSi $43,682 17,206 2,799 6,012 1,204 3,011 11,481 42,227 8,780 28,245 18,276 3,710 7.555 1.310 3.910 10,580 23,472 13,603 1,119 20,217 79,517 110,407 66,781 11,221 2,358 -2,540 -18,099 -740 343,772 24,074 r T'.4Lt'-1770.V OF FRASCIIISES. 423 EXPLANATION OF THE FOREGOING TABULATION. Column No. 1 gives the name of the street which is cdveivd I»v the franchise. Columns No. 2 and No. 3 give the hniits of tlie franchises. Column No. 4 gives the dates at which the franchises expire. Column No. 5 gives the number of miles of single track operated under the provisions of the franchises. Column No. 6 gives the gross earnings of the tracks o))erated under the franchise during the year ending June 80, 1906. Column No. 7 gives the car miles run over the tracks operated under the franchises during the year ending June 30, 1906. The items in columns No. 6 and No. 7 were derived from data furnished by the railwa}^ compan}'. They furnished a schedule showing their routes, the number of trips made over each route for the year mentioned, and the receipts for the various routes for the same period. From this data it was possible to compute the number of car miles run on the tracks covered by the various franchises, and, assuming that the earnings are proportional to the car miles, the amount of earnings for the track under each franchise was determined. These amounts are entered in columns No. 6 and No. 7, as before stated. Column No. 8 gives the earnings in cents per car mile for the section covered by the franchises. This item is not used in figuring the franchise values, but is inserted for the information it may give. Column No. 9 gives the estimated net receipts for the year ending June 30, 1906, and was determined by multiplying the gross re- ceipts found in column No. 6 by 0.30323. This factor was derived as follows: The Commission decided that 30% of the gross earn- ings should be considered as net earnings, but, inasmuch as we are dealing only with passenger earnings under the franchises, and the company has a considerable income other than passenger earnings, it is necessary to increase this percentage when applied to passenger earnings, in order to make them take care of this other income. 424 EXHIBir XIII. The passenger receipts for the year ended June 30, 1906, were $7,502,420.52, and the receipts from other sources were $80,936.13, making $7,583,365.65 as the total receipts for the year. The ratio betweenTthe passenger receipts and the total receipts, or 7 583 356 -'-..^'^^ ^ 1.01078 and] 30% multiplied by this number gives 30.323% as the portion of passenger earnings to be considered as net earnings when dealing with passenger receipts only. Column No. 10 gives the values per mile of that part of the physical property of the railway company which is actually upon the street. It is an average value, and is determined as follows: ELECTRIC TRACK. Plus 10% for Value per Value Incidentals, etc. Miles Mile Electric track $1,880,712 Special work 365,715 Bonds 63,741 $2,310,168 $2,541,185 183.525 $13,846.53 Overhead work 294,663 324,129 193 . 58 1,674 . 39 Paving outside of right of way 162,511 178,762 183.525 974.00 Average Value per Mile of ySimjle Track Construciion. . . . $16,495.00 CABLE TRACK. Plus 10% for Value per Value Incidentals, etc. Miles Mile Cable track $1,895,939 Special work 53,761 $1,949,700 $2,144,670 34.71 $61,788.00 Average Value per Mile of Single Track Construction . . $61,788.00 Column No. 11 gives the products of the items in colunms No. 8 and No. 10. The items are the values of the construction on the streets covered by their respective franchises. Column No. 12 gives the amounts of investment (other than street construction) per car mile, which the company had to su])- jjort from the earnings per car mile. WM.IATIOX OF FliAXCHISKS 42^ The value of tlic ])r()i)ei-ty lothci' than street construction) per- taining exchisively to eh'ctric traction, was divided by the electric car miles, and the value of the property necessary to both cable and electric traction was divided by the total car miles run in the year ending June 30, 1906. The sum of these two amounts gives a quantity, which, multiplied by the car miles, gives the part of the value of the power houses, feeders, barns, etc., which the par- ticular franchise must support. The following schedules show how these constants were derived. ELECTRIC LINES. I'loijerty useful only to an Plus 10% for Electric Electric Line Value Incidentals, etc. Car Miles Constant Overhead construc- tion in barns . . . .117,981.16 Feeders, poles and conduits 1,068,040.56 Elec. car bodies, open 261,526.00 Elec. car bodies, closed 388,503.00 Elec. car bodies, semi-convertible 1,270,868 . 00 Elec. trucks 319,767.00 Elec. a i r t)rake equipment 149,896.00 2-motor ecjuipment" 4-motor equipment L 595 934 OO Extra controhers. '^ '' ■" '"' Extra armatures. Electric heaters. . . 79,098.00 Elec. power plants. 1,010,111 . 00 Storage battery plant 77,000.00 Booster set 8,211.00 Elec. machinery, 21st and State Sts 8,704.00 $6,184,939.72 $6,803,433.00 23,014,737 $.2956 426 EXHIBIT XIII. ELECTRIC LINES.— continued. Property useful to both Plus 10% for ^Total Electric and Cable Lines Value Incidentals, etc. Car Miles Constant Misc. supplies S52 1,257 . 75 Buildings, exclu- sive of power houses 1,149,205.00 Service track, etc. . 209,423 . 00 Telephone system . 3,833 . 32 Mail cars 7,602.00 Work cars 40,526.00 Fare registers 26,813 . 00 __ , Track and wagon scales 3,774.00 Tools, implements, etc 198,183.00 Office furniture.... 46,180.14 Horses, wagons, etc. 29,110 . 00 Real estate 1,095,366.00 Patent rights 41,268.00 Sweepers, salters and plows 40,969.00 Total $3,413,510.21 $3,754,861.23 36,282,497 $.1035 Investment per Electric Car Mile $.3991 CABLE LINES. Property useful only to Pius 10% for Cable a Cable Line Value Iiicidentals.etc. Car Miles Constant Power houses $501,669.00 Grip cars 102,029.00 Trailers 306,561.00 Stoves 14,056.00 Pintsch gas ('(iiii])- ment 16,690.00 $941,005.00 $1,035,106 13,267,760 $.07802 VALUATION OF FUANClliSKS. 427 CABLE LINES— Continued. Pi-oi>erty useful to both Electric Plus 10% for Total and Cable Lines Value Incidentals.etc. Car Miles Constant Misc. supplies $521,257 . 75 Buildings, exclusive of power houses 1,149,205.00 Service track 209,423.00 Telephone system .... 3,833 . 32 Mail cars 7,602.00 Work cars 40,526.00 Fare registers 26,813 . 00 Track and wagon scales 3,774 . 00 Tools, implements,etc. 198,183.00 Office furniture 46,180 . 14 Horses, wagons, etc. . . 29,110.00 Real estate 1,095,366.00 Patent rights 41,268.00 Sweepers, salters and plows :.. 40,969.00 Total $3,413,510.21 $3,754,861 36,282,497 S.1035 Investment per Cable Car Mile $.18152 The cable car miles used above are less than those reported by the company. This is due to the fact that the State street cable was allowed in their report, 249,645 car miles for towing electric cars over cable tracks, without transferring a portion of the earnings of these towed cars from electric to cable car earnings. The figure 249,645 was therefore deducted from the total number of cable car miles as reported by the company. Column No. 13 gives the })roduct of the car miles in column No. 7 and the factors in column No. 12. The amounts in this co'.umn are the part of the investment for power houses, rolling stock, etc., which must be supported by earnings under the various fran- chises. 42S EX HI HIT Kill. Column No. I4 <^iv('s the .sums of the items in columns Xo. 11 and No. 13. Tho amounts in this column arc the total amounts of the investment which must be supported, at 5% inttu'est, from the eai-nings under the various franchises. Column No. 15 gives 1 year's interest at 5%, on the amounts in column No. 14. Column No. 16 gives the time which the franchises have to run after June 30, 1908, or the time which the franchises have to I'un after Januarj^ 1, 1907, less 18 months. The first result desir(>d was the value, as of January 1, 1907, of all unexpired franchises to the date of their expiration, combined with the right to run over all tracks for the period of 18 months. For that reason we found the value of that portion of the franchise time which extended lieyond the 18-months period and then added this amount to the value of an 18-months right to run, giving the total desinnl. Column No. 17 gives the present values of the probable net earnings for the number of whole years which the franchise has to run after June 30, 1908. These amounts are found by affecting the net earnings for the year ending June 30, 1906, by the Arnold factors, year by year, and finding the present value of the money also year by year. The Arnold factors were derived fi'om the following table copied from the Arnold ]{e])ort No. 6, page 11, showing the ])rol)able increase in earnings, due to the growth of the city: Year ending June 30, '06. . Jan. 1, '07.. Jan. 1, '08.. Jan. 1, '09.. Jan. 1,'10.. Jan. 1, '11.. Jan. 1, '12.. Jan. 1, '13.. Jan. 1, '14.. Jan. 1, '15.. Jan. 1,'16., Jan. 1. '17.. Probable Eaiii- .Vrnold iiiK'*, all roads lattoi- 27,900,000 28,500,000 .02150 29,800,000 .()C)810 31,200,000 .11827 32,700,000 . 17204 34,300,000 .22939 36,000,000 .29032 37.800,000 .35483 39,600,000 .41935 41,400,000 .48387 43,200,000 .54838 45,000. 000 .61290 VALUATIOX OF FRAXc/l ISKS. 429 The Arnold factor is tlu; ratio between the earnings for the year ending June 30, 1906, and those for the other years mentioned. Since the net receipts are taken as a constant percentage of the gross receipts, the probable net receipts for any year will be found by multiplying the net receipts for the year ending June 30, 1906, by the Arnold factor for the year in (luestion. By interpolation, the following table was prepared from the previous one, and is used in cases where it is more convenient: Probable Earn- Arnold ings, all roads P'actor For the vear ending June 30, '06 27,900,000 "■^ " " June 30, '07 29,150,000 1. 04480 " " " . " June 30, '08 30,500,000 1.09318 " June 30, '09 31,950,000 1.14516 " " " " June 30, '10 33,500,000 1.20071 " June 30, '11 35,150,000 1.25986 " " " " June 30, '12 36,900,000 1.32258 " June 30, '13 38,700,000 1.38709 " June 30, '14. 40,500,000 1.45161 " " " " June 30, '15 42,300,000 1.51612 " June 30, '16 44,100,000 1.58064 " June 30, '17 45,900,0(30 1.04516 As before stated column No. 17 deals only with the number of whole years, the odd days being treated separately further on. The net receipts are considered as l)eing availal^le at the middle of the year as the earnings are available at short intervals during the period. The present value of the probable net earnings for any year is, then, the product of the net earning for the year ending June 30, 1906, the Arnold factor for the year under consideration and the present value of a dollar due at the middle of that year. For any number of j^ears the present value is the sum of results obtained as above. In dealing with a period of several j-ears, however, it is possible to obtain the result by multiplying the net receipts for the year ending June 30, 1906, by the sum of the prod- ucts of the Arnold factor and the present value of one dollar for each of the several years in question. This was the method used in finding the results in column No. 17. 430 EXHIBIT XIII. Column No. 18 gives the present values of the interest on the capital which must be supported for the number of whole years shown in column No. 16. The interest is considered as becoming due at the end of each year, and as being the amount as shown in column No. 15 for each year. The total present value of the interest may be found by multiplying the interest for one year l)y the present value of one dollar, due at the end of each of the several years, and adding the results, or, as the amount of the interest due does not change, the result may be obtained by multi- plying the interest for one year by the sum of the present values of one dollar, due at the end of the several years. The actual time to elapse between January 1, 1907, and the time when the moneys become due was always used in figuring present values, and not the time given in column No. 16, which would not be correct. Column No. 19 gives the values as of January 1, 1907, of the number of whole years which the franchises have to run after June 30, 1908, and is the difference between the present values of the net receipts, as shown in column No. 17, and the present values of the interest, as shown in column No. 18, which would have to be paid from these receipts. Column No. 20 gives the present values of the probable net receipts for the odd number of days, as shown in column No. 16. The Arnold factor, for the year of which the days are a part, was divided by 365 and the; result multiplied by the number of days, giving a factor with which to multiply the net i-eceipts for the year ending June 30, 1906, to obtain the probable net receipts for the number of days. These probable net receipts multiplied by the present value of one dollar, due at the middle of the period, gave the present values as entered in this cohiniii. Column No. 21 gives the present values of the interest for the odd number of days shown in column No. 16. The interest for these days was considered as becoming due at the end of the time, and the present value, was determined on that basis. VALUATION OF FRAXCIIISES. 4.U Column No. 22 gives the ])r('Soiit values of (he francliiscs for the odd niinibor of days, and is the difference between the present values of the net receipts, given in column No. 20, and the present values of the interest given in column No. 21. Column No. 23 gives the total present values of franchises for the time; between June 30, 1908, and their expiration, and is the sum of the values for the number of whole years as given in column No. 19, and the value for the odd number of days, as given in colunm No. 22. The grand total for column No. 23, add(>d to the value of the right to run over all tracks for IS months, or until June 30, 1908, was the first of the desired results. It was desired next to find the present value of that part of the life of the franchises between January 1, 1909, and the date of expiration of each. In order to do this it was only necessary to find the present values of the franchises for the six months between June 30, 1908, and January 1, 1909, and subtract the amounts from the items given in column No. 23, which are the values from June 30, 1908. Column No. 21^. gives the present values of the probable net earnings under the franchises, for the time between June 30, 1908, and January 1, 1909. Column No. 25 gives the present values of the interest for this period. Column No. 26 gives the difference of these amounts, or the pres- ent values of those parts of the franchises between the two dates mentioned. Column No. 27 gives the values of the franchises from January 1, 1909, to the dates of their expiration, found by subtracting the items in column No. 26 from those in column No. 23. It was desired next to find the present value of that part of the life of the franchises between January 1, 1908, and the date of expiration of each. In order to do this, it was only necessary to find the present values of the franchises for the six months between January 1, 1908, and June 30, 1908, and add the amounts to the items given in column No. 23, which are the values of the franchises from June 30, 1908. 432 EXHIBIT XIII. Column No. 28 gives the present values of the ])robable net re- ceipts under the franchises for these six months. Column No. 29 gives the present values of the interest for the same period, the difference being the present values of the fran- chises for these six months, and are set down in Coluihn No. 30. Column No. 31 gives the present values of the franchises from Januar}^ 1, 1908, to the date of expiration of each, found by adding the items in colunm No. 30 to the corresponding items in column No. 23. It was desired next to find the present value of that part of the life of the franchises between January 1, 1910, and the date of expiration of each franchise. In order to do this, it was only necessary to find the present values of the franchises for the year betw-een January 1, 1909, and January 1, 1910, and subtract the values thus obtained from the values of the franchises from Jan- uary 1, 1909, contained in colunm No. 27. Column No. 32 gives the present value of tlie probable net re- ceipts under the franchises for this year. Column No. 33 gives the present values of the interest for the same period, the difference being the present values of this 3Tar of the franchises, and are set down in Column No. 34- Column No. 35 gives the present values of the francliises from January 1, 1910, to the date of expiration of each, and is found by subtracting the items in column No. 34 from the corresponding items in colunm No. 27. VA/A'ATIOX OF FHAXCIIISKS. .i:j:{ DETERMINATION OF THE VALUE OF THE RIGHT TO OPERATE OVER ALL TRACKS FOR PERIODS OF 12 MONTHS, 18 MONTHS, 2 YEARS AND 3 YEARS. GROSS RECEIPTS FOR YEAR ENDED JUNE 30, 1906. Passenger receipts $7,502,420.02 Receipts from other sources 80,936. 13 Total Gross Receipts $7,583,356.65 Net receipts arc 30% of $7,583,356.65 or $2,275,007.00 Investment to be supported (see physical vakiesj $16,782,147 . 00 Interest for 6 months at 5% ' $419,608.00 Interest for 1 year at 5% $839,217 .00 Arnold factor for year ending Jan. 1, '08 = 1.06810. " 6 mo. " June 30, '08 - .55913. " vear " Jan. 1, '09 = 1.11827. " ^ " " Jan. 1, '10 = 1.17204. Present value of $1, due at end of 6 mo. at 5% = $.9756 " $1, " " '' " 1 vr. Omo. " " = .9524 " $1, " " " " 1\Y. 3 mo. " " = .9407 " ' " $1, " " " "lyr. 6 mo. " " = .9293 " " $1, " " " "2yrs. Omo. " " = .907029 " " $1, " " " "2yrs. 6 mo. " " = .8849 " $1, " " " "3yrs. Omo. " " - ^ .863838 Value of the Right to Operate Over aU Tracks for one Year from January 1, 1907. $2,275,007 X 1.06810 X .9765 = $2,372,831 839,217 X .9524 = 799,165 $1,573,666 $1,573,666.0!) Value of the Right to Operate Over All Tracks for the 6 Months Between January 1, 1908, and June 30, 1908. $2,275,007 X .55913 X .9407 = $1,196,594 419,608 X .9293 • = .,389,864 $806,730 $ 806,730.00 Value of 18 Months Right to Operate $2,380,396.00 Value of the Right to Operate Over All Tracks for the Year Ending January 1, 1909. $2,275,007 X 1.11827 X .9293 = $2,364,210.00 839,217 X .907029 = 761,094.00 $1,603,116.00 Value of the Right to Operate Over AU Tracks for the year Ending January 1, 1910. $2,275,007 X 1.17204 X .8849 = $2,359,502.00 839,217 X .863838 = 724,853.00 $1,634,649.00 EXHIBIT XIII. SUMMARY. Value of the right to operate for 12 months $1,573,666.00 Vahie of the right to operate for 18 months 2,380,396.00 Vahie of the right to operate for 2 years 3,176,782.00 Value of the right to operate for 3 years 4,811,431 .00 These results are obtained by combining the values found in the last section. Value of the right to operate over all tracks from January 1, 1907, to January 1, 1908 $1,573,666.00 Value of the years of the franchises between January 1, 1908, and their expiration (total of column No. 31). 1,483,147.00 Value of all franchises to their date of expiration and the rijht to operate over all tracks for a period of 1 year. . $3,056,813.00 Value of the right to operate over all tracks from January 1, 1907, to June 30, 1908 (18 months) $2,380,396.00 Value of the years of the franchise between June 30, 1908, and their expiration (total of column No. 23). 1,373,967.00 Value of all franchises to their date of expiration and the right to operate over all tracks for a period of 18 months ' $3,754,363.00 Value of the right to operate over all tracks from January 1, 1907,"to January 1, 1909 (two years). ! . . .$3,176,782.00 Valueof the years of the franchises between January 1, 1909, and their expiration (total of column No. 27.) 1,257,491 .00 Vcdue of cdl franchises to their date of expiration and the riqht t) operate over all tracks for a period of 2 years.. .' $4,434,273.00 Value of the right to operate over all tracks from January 1, 1907, to January 1, 1910 (3 years) $4,811,431.00 Value of the years of the franchises between Jan- uary 1, 1910, and their expiration (total of colunm No. 35) 1,036,904.00 Value of all franchises to their date of expiration and the right t) oj.ercde over all tracks for a period of 3 years '. $5,848,335 .00 JXDEX. 4i35 INDl^X: A Analysis of the premises adopted and the methods used in determining the present vahie of the physical property 7 B B. & S. gauge, trolley cost data 96 Blacksmith shop, tools, implements and machiner\' 274 Brass fovandry " " " " 282 Bonds, summary 170 Booster set, 49th street and Oakley avenue power house 267 Buildings, introduction 14 Buildings, summaries: Cable power houses, including stacks, exelusive of real estate 242 Electric power houses, incKiding stacks, exelusive of real estate 260 Buildings, other than power houses 319 78th street shops 320 Buildings, cable power house, including stacks, exelusive of real estate: Summary 242 21st and State streets 243 52nd and State streets 244 55th street and Cottage Grove avenue . . ". 244 Buildings, electric power house, including stacks, exelusi\-e of real estate: Summary 260 21st and Dearborn streets 261 49th street and Oakley avenue 262 52nd street and Wabash avenue 263 Buildings, other than power houses, exclusive of real estate: Archer avenue and Pitney c )urt 326 Indiana avenue. No. 3924 331 State street, No. 2020 330 State street, No. 2020, rear (printing office) 330 20th and Dearborn streets 331 38th street and Cottage Grove avenue 326 39th street and Wabash avenue 327 39th and Wallace streets 327 61st and State streets 328 436 INDEX Buildings, other than power houses, exclusive of real estate — continued: G3d street and Wentworth avenue ;^20 (39th street and Emerald avenue 32S 77th street car barns 325 77th street and Yale avenue 328 78th street shops, summary 320 Blacksmith shop 320 Brass foundry 321 Carpenter shop 323 Frog shop 322 Machine shop 322 Mill building 323 Oil house 325 Paint shop 323 Power house 324 Stables 324 Wagon shop 32 1 Cable curves, location and linear feet 22 power plants 224 " power plant buildings 242 equipment, figured as part of an electric railway .... 364 " " equipment, figured as part of an operating cable railway 224 " " " equipment, value of same, summary 22(1 machinery, sumniary (figured as part of an electric rail- way) 3(57 Cable power plants, summary of tools and materials 237 Cable property, figured as part of an electric railway system: Introduction 3(54 Summary 303 Division 12-.!, cable track 305 ■ 12-B " ropes 365 12-C " track special work 306 12-D " cars . ^ 366 12- R " power plants 300 Cable ropes 7, 32 Cable ropes, summary 33 Cable and conduit, underground, summary 171 Car house and yard special work, summary 73 Cars and car equipment : Introduction 11 Index 197 Summarv 198 INDEX 437 Car bodies : Closed, electric, single-truck 200 cable trailer, single-truck 200 Semi-convertible, electric, dotible-truck 201 Open, electric, single-truck 201 Grips, open, single-truck 202 Open, cable trailer, single-truck 202 Miscellaneous cars 203 Sweepers, salters and snow plows .' 203 Work cars 203 Car specifications, general 20G Coal on hand at various power houses 2G8 Comparative statement of overhead feeder lengths 168 Conduit, underground, and feeder poles, introduction 11 Conduit and cable, underground, summary 171 depreciation table 171 Cost data, overhead feeder 165 trolley, B. & S. gauge 96 " estimate, curve cable track construction 22 " " for one foot of track 72 " " to build one mile of cable track 20 " " to restore one mile of cable track 21 " " overhead trolley equipment per mile 95 Curve cable track construction, unit cost estimate 22 Curves and crosses, key 97 D Depreciation, electric track. (See Track, electric, depreciation.) Depreciation table for underground conduit 171 " power plant equipment 225 Detail sheets for overhead trolley 158 Details of tracks in yards and car houses and side tracks 71 Determination of the value of franchises according to claims of the city. . . 422 Distribution sj^stem, electric power, introduction 10 " summary 93, 116 E Electrical power distribution system, introduction 10 summary 93, 116 Electric equipment in 21st and State street cable plant 264 Electric power plant buildings, including stacks, exclusive of real estate. . 260 Electric power plant equipment, value complete, summary 245 Electric pov/er plants, tools and materials, summary 255 438 INDEX Electric track: Mileage and cost of different classes 35 Special work, summary 58 Equipment : Electrical, in 21st and State street caVjle plant 265 Miscellaneous power plant, summary 264 Overhead feeder, summary 165 Overhead trolley 94 Estimated cost of one foot of track 72 Exhibit I index 19 III " 93 IV " 197 V " 223 VI " 271 XII " 363 Expiration of franchises, claims of the city 373 " " C. C. Ry. Co 379 F Feeders, overhead and underground, introduction 11 Feeder equipment, overhead, summary 165 Feeder lengths, overhead, comparative statement 168 Fifty-second and State street cable plant : Equi^jment figured as part of an operating cable railway 231 " " " electric railway 369 Building including stack 244 Tools and materials 240 Fifty-second street and Wabash avenue electric power plant : Building 263 Tools and materials 255 Value of equipment complete 249 Fifty-fifth street and Cottage Grove avenue cable power house: Building including stack 244 Equipment figured as part of an electric railway 370 " " " " " " operating cable railway 234 Tools and materials 241 Forty-ninth street and Oakley avenue electric power plant : Booster set 267 Building 262 Tools and materials 257 Value of equipment complete 252 INDEX 439 Franchises: Expiration of, according to claims of the city 373 Already expired 373 Purchase 37(3 Expiring in 1906 375 " 1907 376 " 1909 377 " 1912 377 " 1913 378 " 1914 378 Expiration of, according to claims of the C. C. Ry. Co 379 Already expired 379 Purchase 38q Expiring in 1906 382 " 1907 383 " 1909 383 " 1912 384 " 1913 384 " 1914 384 " 1915 385 " 1916 385 Valuation of, according to claims of the city 422 Frog shop, tools, implements and machinery 275 Furniture and fixtures, office : Summary 289 Ashland block, claim department 291 " " law department 291 Car house, 31st street and Archer avenue 306 " 39th street and Wabash avenue 305 " " 39th and Wallace streets 306 " " 61st and. State streets 304 " " 69th street and Emerald avenue 309 houses, Nos. 1, 2, 3, 4, 5, 6,77th street and Wentworth avenue . . . 308 " house, Cottage Grove avenue between 3Sth and 39th streets 304 First National Bank building 290 State street, No. 2020, summary 292 Application office 297 Application office annex 297 Auditing department 299 Basement, in storage 302 Mr. Blakely's office 298 Blue printing room 294 Mr. Burke's office, front room 301 Mr. Burke's office, rear room 300 Clarence's office 298 440 INDEX Furniture and fixtures, office: State street, No. 2020 — continued. Drafting room 293 Elevator 302 Mr. Fleming's office 294 Front hall, first floor 302 Mr. Furlong's office 296 ]\Ir. Furlong's old office 296 Mr. Grinnell's office 297 Mr. Hogarth's office 300 Mr. Jewell's present office 298 Mr. Jewell's old office 296 Mr. Leland's office 295 Mail box hall 296 Porter's room, basement 303 Stenographer's office 295 Telephone room 301 Toilet room, first floor 302 Toilet room, second floor 299 Toilet room, ladies' 296 Track department 293 Track department, former office 299 Summary 292 G General car specifications 271 H Harness, summary 316 Horses : 313 List of same examined and appraised 314 Summary 313 Horses, wagons and harness, introduction 14 " " " " summary 313 I Income account, year ended June 30, 1906 418 Indexes: Exhibit I 19 III 93 IV 197 V 223 VI 271 " . XII 363 INDEX 441 K Key for curves and crosses 97 L List of horses 314 Location and linear feet of cable curves 22 M Machine shop, tools, implements and machinery 282 Machiner}-, cable power house, figured as part of an electric railway, sum- mary 364 Machiner}^, cable-^vinding 13 Machinery in vaults and tunnels, cable system: Summarj^ ■ 23 Cottage Grove avenue and 39th street 24 " 55th street 2G " 71st street 25 52d and State streets 24 G3d and State streets 25 State and 21st streets 27 State and 39th streets 23 21st street and Wabash avenue 26 21st street connecting State street and Wabash avenue 26 Mileage and cost of different classes of electric track 35 Miscellaneous power plant equipment, summary 264 Motors, trucks and miscellaneous equipment, summary 198, 199 Motor repair shop, tools, implements and machinery 278 O Office furniture and fixtures, summary 289 Overhead equipment, summary 94 Overhead feeder, cost data 165 " " equipment, summary 165, 166 " lengths, comparative statement 168 Overhead special work 101 P Paint shop, tools, implements and machinery 281 Patent rights 14, 360 Passenger receipts, etc., statement of 420 Patterns, 78th street and Vincennes road shops 285 Paving, summary 77 Paving outside of right of way 35 442 INDEX Physical property, analysis of the premises adopted and the methods used in determining the present value of same 7 Physical property, general summary 15 Power plants, summarj^ of cable and electric 223 Power plant buildings: Cable, including stacks, exclusive of real estate, summary 242 Electric, " " " " " " " 260 Power plants, cable : Introduction 12 Vakie of equipment complete 226 Summary of tools and materials 237 Buildings, including stacks 242 Power plant depreciations 12, 225 Power plants, electric : Value of equipment complete 245 Summary of tools and materials 255 Buildings, including stacks 260 Power plant equipment, summaries: Cable 226 Electric 245 Miscellaneous 264 Power plant equipment, cable, figured as part of an operating cable railway: 21st and State streets 227 52nd and State streets 231 55th street and Cottage Grove avenue 234 Power plant equipment, cable, figured as part of an electric railway: 21st and State streets 368 52nd and State streets 369 55th street and Cottage Grove avenue 370 Power plant equipment, electric, value complete :t 2 1st and Dearborn streets 246 49th street and Oakley avenue 252 52nd street and Wabash avenue 249 78th street shops 273 Power plants, introduction 12 Premises adopted, analysis of, and the methods used in determining the present value of the physical property 7 Printing office, tools and machinery 272 R Real estate, summary 335 " " introduction 14 INDEX 443 Real estate: Archer avenue and Pitney court .3.39 Cottage Grove avenue north of 39th street 33G Cottage Grove avenue and 55th street 341 Farrell and 31st streets 349 Hyde Park loop or Cable court 347 Indiana avenue south of 39th street 346 State street, Wabash avenue between 51st and 53rd streets 342 Wabash avenue and 39th street 340 Wabash avenue, State street, south of 61st street 344 Vineennes road, Wentworth avenue, 77th to 78th street 350 21st and Dearborn streets 338 39th and Wallace streets 346 49th street and Oakley avenue 348 61st street between Madison avenue and South Park court 348 69th street between Emerald avenue and Halsted street 345 Real estate, supplementary inventory submitted Oct. 26, 1906, summary. . .351 Armour, Perry, Wentworth and Yale avenues between 77th and 79th streets 356 38th place, Auburn avenue to Gage street 353 38th place, Halsted street to Auburn avenue 354 39th street. Emerald avenue to Halsted street 353 42nd street and Wabash avenue 355 69th street between Ashland and Marshheld avenues 352 Rolling stock, summary 198 Ropes, cable 7 Routes: Archer avenue 396 Ashland avenue 394 Cottage Grove avenue 387 Halsted street 393 Indiana avenue 388 Kedzie avenue 395 State street 389 Wallace street and Center avenue 391 Wentworth avenue 390 Western avenvie 395 26th street 397 31st 35th 39th 43rd 47th 51st stre 397 398 398 398 399 et 399 444 INDEX Routes — continued : 59th and 61st streets 400 63rd street 401 69th " and So. Chicago avenue 402 Miscellaneous 403 Scales 267 Scrap value of parts restored in one mile of cable track 21 Shop tools and machinery : Printing office, No. 2020 State street 272 78th street and Vincennes road, blacksmith shop 274 brass foundry 282 " " " " " frog shop 276 " " " " " machine shop 282 " " " " " motor repair shop 279 " " " " " paint shop 281 " " . " " " power plant equipment 273 " " " " " tinning shop 279 " " " " " wagon shop 275 " " " " " wood-working shop 277 Shop tools and machinery, summary 271 Specifications, car, general 271 Special work : Car house and yard, summary 73 Electric track, summary 58 Overhead 103 Statement of passenger receipts, car miles, receipts per car mile, nmnber of trips, revenue passengers and transfers honored for j'ear ending June 30, 1906 420 Storage battery nnd booster set, 21st and State streets 266 Streets upon which tracks are located 386 Subways: Alley No. 3 across 33rd street 175 Archer avenue, State street to Western avenvie 191 Ashland avenue, across river and boulevards 181 Clark street, 22nd street to Harrison street including 22nd street and part of Wentworth avenue 178 Dearborn street. Archer avenue to 21st street including 20th and 21st streets 176 Halsted street. Archer avenue to 39th street 180 State street across Garfield avenue 176 Wentworth avenue across Garfield boulevard and at power house. ... 179 18th street across Michigan boulevard 184 INDEX 445 Subways — continued : ISth street, Clark street to Indiana avenue 183 21st " 182 35th " subway 185 35th " across river and boulevards 184 37th " Halsted street to Cottage Grove avenue 185 39th " across boulevards 186 43rd " across boulevards 187 47th " across boulevards 188 49th " tunnels 189 49th " at power house 189 51st " across Michigan boulevard 189 63rd " State to Monroe avenue (including Calumet and Monroe) 190 77th " barn 193 77th " shops from pole to power house 192 Summaries : Bunds 170 Buildings, cable power house, including stacks, exclusive of real estate 242 " cable power house, figured as part of an electric railway . . 363 " electric power house, including stacks, exclusive of real estate 260 " miscellaneous,other than power houses, exclusive of real estate 319 78th street shops 320 Cable property valued as part of an electric railway system 363 Cars and car eqtiipment 198, 199 " " " " valued as part of an electric railway system . 366 Coal at power houses 288 Electric power distribution system 93, 116 Equipment, electrical, for cars 206 " car, miscellaneous 207 power plant, cable 226 " " " electric 245 " " " miscellaneous 264 motor 198 " electric in 21st and State street cable plant 265 Feeder equipment, overhead 165, 166 Furniture and fixtures, office, general 289 " No. 2020 State street 292 Harness 316 Horses 313 Horses, wagons and harness 313 Machinery in vaults and tunnels 23 Motors, trucks and miscellaneous equipment 198, 199 Patent rights 360 Patterns 285 446 INDEX Summaries — continued : Paving 77 outside of right of way 35 Power plants, general 223 Power plants, cable and electric 223 Power plants, cable, value of equipment complete 223, 226 " " " " figured as part of an electric railway system 364, 367 Power plants, electric, value of equipment complete 223, 245 Power plant equipment, miscellaneous 223, 264 Real estate 335 supplementary inventory, submitted Oct. 26, 1906 351 Return cables, underground system 174 Rolling stock 198 Ropes, cable 33 " valued as part of an electric railway system 365 Scales 267 Shop tools and machinery 271 Special work, car house and yard 73 " " cable track 34 " electric " 58 Telephone system 194 Tools and materials, cable power plants 237 electric power plants 255 Track, general 19 " cable 19 " " valued as part of an electric railway system 365 " special work 34 " " " " valued as part of an electric railway system . 366 " electric 35 " special work 58 Tracks in yards and car houses and side tracks 70 " " " special work 73 Trolley equipment, overhead 94, 116 Underground cable and conduit 171 Vault and tunnel construction 28 Vaults and tunnels, machinerj' in 23 Wagons 316 Supplementary inventory of real estate, submitted Oct. 26, 1906, summary 351 T Telephone system, summary 194 Tinning shop, tools, implements and machinery 279 Tools, implements and machinery, summary 271 Printing office 272 Power plant equipment, 78th street shops 273 INDEX 447 Tools, implements and machinery, summary — continued: Blacksmith shop 274 Wagon shop 275 Frog shop 276 Wood-working shop 277 Motor repair shop 278 Tinning shop 279 Paint shop 281 Brass foundry 282 Machine shop 282 Patterns 2S4 Tools, implements and machinery, introduction 13 " " " " summary 271 Tools and materials in cable power houses: 21st and State streets '. 238 52nd and State streets 240 55th street and Cottage Grove avenue 241 Summary 237 Tools and materials in electric power plants: 21st and Dearborn streets 255 49th street and Oakley avenue 257 52nd street and Wabash avenue 255 Summary 255 Track, cable: Summary 19 Unit cost estimate to build one mile 20 restore " " 21 Scrap value of parts restored 21 Unit cost estimate of curve track construction 22 Location and linear feet of curves 22 Special work, summary 34 Figured as part of an electric railway system 364 Track, electric 8,35 " " special work 10 Track, electric, depreciation: Class A 4i-in. girder rails 37 B 4i-in. " " 40 " C 7-in. " " 42 D 7-in. " " 42 E 7-in. " " 45 F 7-in. Trilby " 49 G-1 9-in. girder " 52 H 9-in. " " 52 J-2 9-in " " 55 448 INDEX Track, electric, special work: Single-track crossing 60 Steam R. R. crossing, single track crossing single track 61 Single-track crossing, one side connected 62 Single-track branch-off curves 62 Plain curve track 63 Double-track crossing 63 " " " connecting curves in 1 quadrant 64 " " " outside tracks connected 64 " " " connecting curves in 2 quadrants 65 "3 " 66 " " branch off 67 3-part Y 67 Crossovers 68 Double-track Y 69 Double-track through Y 69 Summarv 58 Track, electric, unit cost estimate to construct one mile: Class A B " C D E F 4i-in. girder rails 36 4i-in. " " 39 7-in. " " 42 7-in. " " 42 7-in. " " 45 7-in. Trilby " 48 G-1 9-in. girder " 51 H 9-in. " " 51 J-2 9-in. " " 54 Q flat rail 57 Track, estimated cost of one foot 72 Tracks in yards, houses and side tracks, details 71 " " " " summary 70 Track, cable, figured as part of a cable railway system 7 an electric railway system 364 " " special work -34 " " curve construction, unit cost estimate 22 Trip sheets: Archer avenue 411 Ashland avenue 409 Cottage Grove avenue 404 Halsted street 408 Halsted street — Root street to Milwaukee avenue 408 Indiana avenue 405 INDEX 449 Trip sheets — continued : Kedzie avenue 410 South Chicago avenue 417 State street 400 State street and Vincennes road 417 Wallace street and Center avenue 407 Wentworth avenue 40G Western avenue 410 26th street 412 31st " 412 35th " 413 39th " 413 43rd " 414 47th " 414 51st " 415 59th and 61st streets 415 63rd street 416 69th " 416 Trolley construction, overhead : Introduction 11 Methods of inspection 94 Summary 116 Archer avenue from State street to limits 118 Ashland avenue from Archer avenue to 69th street 119 Center avenue from 31st to 3oth street and from 47th to 75th streets 120 Clark street from Archer avenue to 22d street 121 Clark street and Wentworth avenue from Washington street to 73rd street 122 Cottage Grove avenue from 61st to 63rd and from 6Sth to 71st streets 123 Halsted street from O'Neil street to 79th street 124 Indiana-Wabash-lSth street from Lake street to 51st street 125 Kedzie avenue from 38th street to 63rd street 126 Loop-Wabash avenue-Madison street-Michigan avenue and Randolph street 127 Main street from Archer avenue to 31st street 128 Morgan street from 31st to 39th street 129 Root -43rd street from 300 ft.W. of Halsted street to I. C. R. R. tracks 130 State street and Vincennes road from 18th street to Vincennes road and 79th street 131 Wallace-29th-Canal street from Root street to Archer avenue 132 Western avenue from Archer avenue to 71st street 133 22nd street from Indiana avenue to river 134 26th street from Cottage Grove avenue to Halsted street 135 31st street and Pitney court from Lake street to Pitney court 136 450 INDEX Trolley construction, overhead — continued: 35th street from Cottage Grove avenue to California avenue , Archer avenue to Central Park avenue . Cottage Grove avenue to Halsted street Ashland to Marshfield avenues Kedzie avenue to I. C. R. R. tracks .... Grand boulevard to Wood street Lcavitt street to State street Wentworth avenue to Midway Loop from 48th avenue to Jackson Park 3Sth 39th 42nd 47th 51st 59th 61st 63rd 63rd 68th, 69th streets and South Chicago avenue from Leavitt street to 75th street 79th street from Halsted street to Vincennes road Class 7 single track double " 8-A,. 8-B, " " 9-A, single " 9-B, " " 10-A, double " 10-B, " " 11 " " 12 Trolley equipment, overhead, descriptive " " types and cost per mile Trolley cost data, B. & S. gauge Trolley equipment, overhead types and cost per mile " special work Trolley detail sheet Trucks, detail Trucks, motors and miscellaneous equipment, summary 198^ Twenty-first and Dearborn street electric power plant : Building Tools and material Value of equipment complete Twenty-first and State street cable power plant : Building, including stack Electrical equipment Equipment figured as part of an electric railway " " operating cable railway Storage battery and booster set Tools and material Types and cost of overhead trolley equipment per mile 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 94 95 96 95 101 158 205 199 261 255 246 243 264 368 227 266 238 95 INDEX 451 u Unit cost estimate to build one mile of cable track 20 " " " " construct one mile electric track. (See Track, electric.) Underground cable and conduit, summary 171 depreciation table 171 Underground conduit system, summary 171 " S5'stem, summary of return cable 174 V Valuation of franchises 422 " physical property, analysis of premises adopted and methods used 7 Vault and tunnel construction : Cottage Grove avenue and 22nd street 29 39th street, vault No. 1 28 " 39th " vault No. 2 29 " ■'>5th " 30 71st " 30 Lake avenue and 55th street 29 State and 22nd streets 3X State and 39th streets, vault No. 1 29 State and 39th streets, vault No. 2 29 State and 52nd streets 29 State and Madison streets 30 State street to Wabash avenue at 21st street tunnel 31 State street from power house to Archer avenue tunnel 31 Wabash avenue and Madison street 30 AVabash avenue and 21st street 31 2 1st and State streets 30 55th street and Jefferson avenue 30 63rd and State streets, vault No. 1 31 63rd and State streets, vault No. 2 31 Vault machinery, cable sj^stem 23 Vault and tunnel construction, summary 28 Vault and tunnel machinery, summary 23 W Wagons, summary 3J0 Wagon shop, tools, implements and machinery 275 Wood-working shop, tools, implements and machinerv 276 y^^^VKS^ni H^i^ UNIVERSITY OF CALIFORNIA AT LOS ANGELES THE UNIVERSITY LIBRARY This book is DUE on the last date stamped helow fEBl? 1967 Form L-9-15;»-7,'35 i HE 1 4491 Chicago. 1^ I C4C42 Traction at Vfi 1 llft'hiOYl t^B 1 commis sion - 3! 3 Detailed exhibits. |H A^ THIS B 5« -n >T REMOVE BOOK GARdS ^UIBRA^Y^/ %mm UnWe rsitv Reseor ch Library uc fSmml' "^'^'°^'^'- '-'S'^'^'^Y 'FACILITY AA 001015 256 9 o aMM //•■''&' ,'.rri^-