oc-plain-dealer 1922-12-09

RECLAMATION LOOMS BIGGER EACH DAY WASHINGTON. Dec. 9—The mighty task of reclaiming the arid domain of the United tSates is looming bigger every day, in spite of rumors and fears of national deficits and a lukewarm attitude of the department of agriculture. Interest here centers on the gigantic Colorado basin project, in which Set. Hoover has interested himself. Several plans for allocation of the waters of this river are under consideration today, pending a definite agreement upon one of them. Meantime, several huge reclamation schemes are pending before congress, with the western states senators and representatives' hovering over them, awaiting the psychological moment to press for their enactment by the legislature. POINTER GETS SET OF CANINE GLANDS FT. SMITH, Ark., Dec. 8—Transplantation of glands will be experimented with as a boon to animals next week. Duke, Arkansas champion English pointer after 10 years had about reached his normal period of usefulness, and his owner, Monte Brooksher has decided on a gland operation. With the co-operation of Dr. K. G. May, arrangSHRDL CMFWYPPUPY May, arrangements have been completed for what is said to be one of the first rejuvenation operations on a dog. A healthy mongrel will furnish the glands. YORBA LINDA YORBA LINDA, Dec. 9—(Spl.)—The funeral services for Ralph K. Thing were held Wednesday morning at McAulay undertaking parlors. Scores of friends were present and the mass of beautiful flowers were a mute testimony of the esteem in which the deceased was held. Rev. Statom spoke a few words of comfort, a quartet from the M.E. church here, and a solo "Abide With Me" by Mrs Irma Thomas completed the services at the parlora: At Loma Vista, where the remains were laid to rest the Masonic Order held their impressive ceremony. The widow, Mrs. Georgia Thing, and children, Miss Marian Dwight and Doris, who survive, have the sincere sympathy of the community in their sorrow. At the recent annual meeting of the Football Groves Packing House the following board of directors were elected, M. A. Bridge, president; F. E. Moll, vice-president; W. Van Cleave, S. H. McCracken, J. H. Rowe and J. W. Murray, R. K. Thing whose death has since occurred, was also appointed and his successor has not yet been named. Mrs. Theresa Hermesy who went into Los Angeles before Thanksgiving to spend the holiday, returned home Thursday. She became ill and was not able to return as soon as she had intended. The Y. L. Merchantile Company under the new management of H. O. Sudding, is putting on a big "get acquainted" sale. Mr. H. K. Durland, who purchases ed the old G.L. bird., a fox has been living away at that Mr. Durland here as he piles on his proper widow. Mrs. Hoseters of Los guests of Mr. Fairview Ramers Mrs. Ernest member of the who were lunar C. Hargrave The absence light automatic guitars the lighthouse guide aviators Flowery lane shaft. LEGAL IMPROVEMENT OF THE BOARD OF S.C.O.R.A.T. Resolved that the Board of S.C.O.R.A.T. stands under and District Improvements Impound on the 2d day hour of 11 o'clock as soon thereafter be heard at Board to order lowe: PLACENTIA A The construc gravel sub-ha width except terrace units eighteen feet ened at street of an asphalt inches in thick Composite Inches in this grading, culled four feet in w pavement and ten thereto on meencing at the and extending only edge of the Anaheim-ticularly show and 4 of the "Plan and Prune." Also the con thick gravel-thick asphalt layout consists saphalt concern Give Him for Xmas a Gift for the Car IF ITS FOR AN AUTOMOBILE WE'VE GOT IT. FOR LESS MONEY Mirrors—of every description, $2.00 to $4.00 Monogram Bar Caps, $2.50 to $6.50 Boyce Motormeters, $2.75 to $10.00 Kay-Bee Stop Signals, $3.50 Complete Kay-Bee Spot Lites, $4.00 Sun Visors, $5.00 to $20.00 Wind-Wings, $16.50 to $27.50 Tonneau Shields, $20.00 to $90.00 Installed Tool Case Sets Flash Lights $5.00 to $6.50 $1.25 to $3.75 Tire Covers Ignition Meters $1.00 $2.75 to $4.00 Bumpers $10.00 to $17.50 Cut Glass Vases Skid Chains $2.00 to $3.00 $4.25 to $7.00 Veedol-5 Gall. $6.00 Automatic and Hand Tires Tubes, Tire Locks Windshield Wipers $1.00 Foot Plate Mats $2.00 to $6.00 Camp Stoves, Dusters, $1.50 to $2.50 Trouble Lamps Cigar Lighters Elec-Horns, Barrel Parking Lamps, Tool Sets Anaheim Windsheild Co. 206 No. Los Angeles St. Phone 362 Anaheim Windsheild Co. 206 No. Los Angeles St. Phone 362 Reliable Cars The prices of the popular Good Maxwell Car are simply astonishing for Dollar is what every buyer of a Good Maxwell gets. Comprehensive and value. Touring & Roadster $1060.00 Sport Touring ... Club Coupe ...$1145.00 Sport Roadster ... Pass Coupe ...$1430.00 Sedan ... F. O. B. Here Turton & Lumsdorn Service and Parts 142 So. Los Angeles Anaheim THE ORANGE COUNTY PLAIN DEALER, ANAHEIM, CALIFORNIA Last Times Tonight "The Three Must-Get-Theres" with MAX LINDER and BULL MONTANA Positively the funniest feature picture ever seen in Anaheim. also "Alpine Sports" Pictorial News "Nervy Ned" in "Accidental Wealth" LEGAL NOTICE IN THE MATTER OF ROAD DISTRICT IMPROVEMENT NO. 17, RESOLUTION OF INTENTION NO. 17. Resolved that it is the intention of the Board of Supervisors of the County of Orange, State of California, proceeding under and by virtue of the Road District Improvement Act of 1907, and Amendments thereof and in the latter on the 2d day of January, 1928, at the hour of 11 o'clock a.m. of that day or as soon thereafter as the matter can be heard, at the Chambers of said Board, to order work to be done as follows: PLACENTIA AVENUE: The construction of a four inch thick gravel sub-base twenty-two feet in width except as widened at street intersections and the laying theremof an asphalt concrete base eighteen feet in width except as widened at street intersections, consisting of an asphalt concrete base three inches in thickness, and including grinding, culverts, gravel shoulders four feet in width on both sides of the pavement and all other work incidental thereto on Placentia Avenue commencing at the center of the Ball Road and extending eastward on one edge of the existing pavement on the Anaheim-Olive Road, as more particularly shown on Detail Sheet No. 2, 3 and 4 of the Plans and designated "Plan and Profile of Placentia Avenue." Also the construction of a four inch thick gravel sub-base and a five inch thick asphalt concrete type pavement layout consisting of a three inch thick asphalt concrete base and a two inch Plan and Profile of Wagner Road. The surveyed center line of the improvement on Wagner Road is more boundaries as follows: to-wit: Commencing at the Southwest corner of fractional Section 13 T. 4 S. R. 10 W. R. B. & M., said point being Engineers Station 26 plus 44.36, thene South 59° 48′ 30″ East 2654.02 feet along the Northwestern line of said fractional Section 13 T. 4 S. R. 10 W. R. B. & M., to a point which bears North 89° 48′ 30″ West 26 feet from the Northeast corner thereof, said point being Engineers Station 52 plus 98.35. WAGNER ROAD: The construction of a four inch thick gravel sub-base twenty feet wide and the laying theremof an asphalt concrete base consisting of an asphalt concrete base three inches in thickness and a Wilite Plastic Composition wearing surface two inches in thickness and including culverts, gravel shoulders four feet in width on both sides of the pavement, grading, and all other work incidental thereto on Wagner Road, commencing at Placentia Avenue and extending Easterly to Rio Vista Street, as more particularly shown on Detail Sheet No. 2, Plan and Profile of Wagner Road. The surveyed center line of the improvement on Wagner Road is more boundaries as follows: to-wit: Commencing at the Southwest corner of fractional Section 13 T. 4 S. R. 10 W. R. B. & M., thene Easterly along the South line of said fractional Section 13 T. 4 S. R. 10 W. R. B. & M., to a point which bears North 89° 48′ 30″ West 26 feet from the Northeast corner thereof, said point being Engineers Station 52 plus 98.35. WAGNER ROAD: The construction of a four inch thick gravel sub-base twenty feet wide and the laying theremof an asphalt concrete base consisting of an asphalt concrete base three inches in thickness and a Wilite Plastic Composition wearing surface two inches in thickness and including culverts, gravel shoulders four feet in width on both sides of the pavement, grading, and all other work incidental thereto on Wagner Road, commencing at Placentia Avenue and extending Easterly to Rio Vista Street, as more particularly shown on Detail Sheet No. 2, Plan and Profile of Wagner Road. The surveyed center line of the improvement on Wagner Road is more boundaries as follows: to-wit: Commencing at the Southwest corner of fractional Section 13 T. 4 S. R. 10 W. R. B. & M., thene Easterly along the South line of said fractional Section 13 T. 4 S. R. 10 W. R. B. & M., to a point which bears North 89° 48′ 30″ West 26 feet from the Northeast corner thereof, said point being Engineers Station 52 plus 98.35. WAGNER ROAD: The construction of a four inch thick gravel sub-base twenty feet wide and the laying theremof an asphalt concrete base consisting of an asphalt concrete base three inches in thickness and a Wilite Plastic Composition wearing surface two inches in thickness and including culverts, gravel shoulders four feet in width on both sides of the pavement, grading, and all other work incidental thereto on Wagner Road, commencing at Placentia Avenue and extending Easterly to Rio Vista Street, as more particularly shown on Detail Sheet No. 2, Plan and Profile of Wagner Road. The surveyed center line of the improvement on Wagner Road is more boundaries as follows: to-wit: Commencing at the Southwest corner of fractional Section 13 T. 4 S. R. 10 W. R. B. & M., thene Easterly along the South line of said fractional Section 13 T. 4 S. R. 10 W. R. B. & M., to a point which bears North 89° 48′ 30″ West 26 feet from the Northeast corner thereof, said point being Engineers Station 52 plus 98.35. WAGNER ROAD: The construction of a four inch thick gravel sub-base twenty feet wide and the laying theremof an asphalt concrete base consisting of an asphalt concrete base three inches in thickness and a Wilite Plastic Composition wearing surface two inches in thickness and including culverts, gravel shoulders four feet in width on both sides of the pavement, grading, and all other work incidental thereto on Wagner Road, commencing at Placentia Avenue and extending Easterly to Rio Vista Street, as more particularly shown on Detail Sheet No. 2, Plan and Profile of Wagner Road. The surveyed center line of the improvement on Wagner Road is more boundaries as follows: to-wit: Commencing at the Southwest corner of fractional Section 13 T. 4 S. R. 10 W. R. B. & M., thene Easterly along the South line of said fractional Section 13 T. 4 S. R. 10 W. R. B. & M., to a point which bears North 89° 48′ 30″ West 26 feet from the Northeast corner thereof, said point being Engineers Station 52 plus 98.35. WAGNER ROAD: The construction of a four inch thick gravel sub-base twenty feet wide and the laying theremof an asphalt concrete base consisting of an asphalt concrete base three inches in thickness and a Wilite Plastic Composition wearing surface two inches in thickness and including culverts, gravel shoulders four feet in width on both sides of the pavement, grading, and all other work incidental thereto on Wagner Road, commencing at Placentia Avenue and extending Easterly to Rio Vista Street, as more particularly shown on Detail Sheet No. 2, Plan and Profile of Wagner Road. The surveyed center line of the improvement on Wagner Road is more boundaries as follows: to-wit: Commencing at the Southwest corner of fractional Section 13 T. 4 S. R. 10 W. R. B. & M., thene Easterly along the South line of said fractional Section 13 T. 4 S. R. 10 W. R. B. & M., to a point which bears North 89° 48′ 30″ West 26 feet from the Northeast corner thereof, said point being Engineers Station 52 plus 98.35. WAGNER ROAD: The construction of a four inch thick gravel sub-base twenty feet wide and the laying theremof an asphalt concrete base consisting of an asphalt concrete base three inches in thickness and a Wilite Plastic Composition wearing surface two inches in thickness and including culverts, gravel shoulders four feet in width on both sides of the pavement, grading, and all other work incidental thereto on Wagner Road, commencing at Placentia Avenue and extending Easterly to Rio Vista Street, as more particularly shown on Detail Sheet No. 2, Plan and Profile of Wagner Road. The surveyed center line of the improvement on Wagner Road is more boundaries as follows: to-wit: Commending at the Southwest corner of fractional Section 13 T. 4 S. R. 10 W. R.B.B & M., thene Easterly along South line of said fractional Section 13 T. 4 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flashxfx flashxfx flashxfx flashxfx flashxfx flashxfx flashxfx The construction of a four inch thick gravel sub-base and a five inch thick asphalt concrete type pavement layout, consisting of a three inch thick asphalt concrete base and two inch thick Willite Plastic Composition wearing surface, and including gravel shoulders grading and all other work incidental thereto, at the intersection of Placentia Avenue and Ball Road to a grade and to a width as more particularly shown on Detail Sheet No. 9 of the Plans, and designated Special Layout No. 2. The construction of a four inch thick gravel sub-base and a five inch thick asphalt concrete type pavement layout, consisting of a three inch thick asphalt concrete base and two inch thick Willite Plastic Composition wearing surface, and including gravel shoulders grading and all other work incidental thereto, at the intersection of Placentia Avenue and South Street to a grade and to a width as more particularly shown on Detail Sheet No. 8 of the Plans, and designated Special Layout No. 1. The surveyed center line of the improvement on Placentia Avenue is more particularly described as follows: to-wit: Commencing at the Southwest corner of fractional Section 13 T.4 S. R. 10 W., S.B.B. & M., said point being Engineers Station 100 plus 99.00 Thence North 0° 00' 00" East 2652.59 feet along the Westerly line of said fractional Section 13 T.4 S. R. 10 W., S.B.B. & M., said point being Engineers Station 127 plus 51.75 thence North 0° 50' 30" East 2652.50 feet along the Westerly line of said fractional Section 13 T.4 S. R. 10 W., S.B.B. & M., to the Northwest corner thereof, said point being Engineers Station 154 feet along the Northwest one-quarter of said fractional Section 13 T.4 S. R. 10 W., S.B.B. & M., to a point which bears South 0° 11' 30" West 48.35 feet from the Northwest corner of the Southwest one-quarter of said Section 12 T.4 S. R. 10 W., S.B.B. & M., said point being Engineers Station 140 plus 09.35 SOUTH STREET. The construction of a four inch thick gravel sub-base twenty feet in width and the laying therion of an asphalt concrete type pavement, sixteen feet in width, consisting of an asphalt concrete base three inches in thickness and a Willite Plastic Composition wearing surface two inches in thickness, and including grading, calvert, gravel shoulders four feet in width on both sides of the pavement and on all other incidental therions to on South Street, commencing at Placentia Avenue and extending Easterly to Rio Vista St, as more particularly shown on Detail Sheet Nos. 7 and 8 of the Plans and designated "Plan and Profile of Placentia Avenue." Also the construction of a four inch thick gravel sub-base, and a five inch thick asphalt concrete type pavement layout, consisting of a three inch thick asphalt concrete base and two inch thick Willite Plastic Composition wearing surface, and including gravel shoulders grading and all other work incidental therios, at the intersection of Placentia Avenue and Ball Road to a grade and to a width as more particularly shown on Detail Sheet No. 9 of the Plans, and designated Special Layout No. 2. The surveyed center line of the improvement on Wagner Road is more particularly described as follows: to-wit: Commencing at a point which bears East 20 feet from the Northwest corner of the Southwest one-quarter of fractional Section 12 T.4 S. R. 10 W., S.B.B. & M., thence East 2613.71 feet along the one-half section line through the center of said fractional Section 12 T.4 S. R. 10 W., S.B.B. & M., said point being Engineers Station 25 plus 43.75 thence South 80° East 249.96 feet along the one-half section line through the center of said fractional Section 13 T.4 S. R. 10 W., S.B.B. & M., to a point which bears North 59° F7 West 20 feet from the Southeast corner of the Northeast one-quarter of said fractional Section 13 T.4 S. R. 10 W., S.B.B. & M., said point being Engineers Station 52 plus 93.67. All of its works contain described alts in the Third Road District, of the County of Orange and said work is to be done in accordance with the specifications therior, filed with the Clerk of said Board on the 5th day of December, 1922 except as the boundaries of the district and grades therein specified may be changed at the hearing of the matter hereafter mentioned which specification shall be made within ten years from the issue thereof. Special fund for the payment of said bonds is to be constituted by the levie of special assessment taxes upon all such bonds shall be paid and charged within ten years from the issue thereof. Such district (as proposed) being all that territory in the County of Orange State of California, with exterior Anahiem-Olive Road as laid out and paved by the Orange County Highway Commission in 1816; thence North 78° 07' 60" West along the center line of said Anahiem-Olive Road, 1095.74 feet; thence North 78° 49° 05" West along the center line of said Anahiem-Olive Road, 1095.74 feet; thence North 78° 49° 05" West along the center line of said Anahiem-Olive Road, 1095.74 feet; thence North 78° 49° 05" West along the center line of said Anahiem-Olive Road, 1095.74 feet; thence North 78° 49° 05" West along the center line of said Anahiem-Olive Road, SOUTH STREET: The construction of a four inch thick gravel sub-base twenty feet in width and the laying therion of an asphalt concrete type pavement, sixteen feet in width, consisting of an asphalt concrete base three inches in thickness and a Willite Plastic Composition wearing surface two inches in thickness, peel, and including grading, culverts, gravel shoulders four feet in width on both sides of the pavement, and all other work incidental there to on South Street, commencing at Placentia Avenue and extending Easterly to Rio Vista St, as more particularly shown on Detail Sheet Nos. 7 and 8 of the Plans and designated "Plan and Profit of South Street." The surveyed center line of the improvement on South Street is more particularly described as follows, to-wait: Commencing at a point which bears South 59° 51' 30" East 30 feet from the Northwest corner of fractional Section Reliable Dealers Car are simply astonishing. Dollar Maxwell gets. Compare the prices Port Touring ... $1170.00 Port Roadster ... $1145.00 Dan ... $1540 Lumsdon Repairs Phone 32-J Brink's Comedians Under Auspices Anaheim Volunteer Fire Department Commencing: Monday, Dec. 11 The Largest and Best Dramatic Company Under Canvas in America. 30 Actors, Musicians and Vaudeville Artists; Band and Orchestra; Theatre Electric Lighted, Rainproofed and Heated. Will Present on Monday Night a Delightful Rural Comedy, in Four Acts, entitled: 'When Dreams Come True' Vaudeville between each act, Plays changed nightly: PRICES, Adults 27c, War Tax 3c ... Total 30c Children 12 or under ... 10c An additional charge of 10c and 20c for reserve. LADIES FREE MONDAY NIGHT, if accompanied by a gentleman escort holding a Paid 30 cent ticket. BAND CONCERT in front of theatre nightly at 7 o'clock P.M. when the doors are opened—Performance starts promptly at 8 P.M. This Company's Motto: Cleanliness and Merit, No Sex or Problem Plays; Objectional Songs or Jokes; We Cater to the Entire Family. Cor. Olive and Center Sts. UNITED Sunday and Monday DOUBLE LAUGH BILL "Fools of Fortune" The funny adventures of a cowboy who planned to make a stake by pawntending to be the long lost son of a millionaire. Here's a Scream' Stan Laurel as "Rhubarb Vaselino" in "Mud and Sand" A roary, gory burlesque on "BLOOD and SAND" that will make you stand up and shout. Pathie Review "Fun from the Press" follows, to-wit: af the Southwest corner section 13 T. 4 S. R. 10 M. thence Easterly along of said fractional Bound along the Eastern propoet to an intersection laterly boundary line of West Orange Protection fined and established by Supervisors of Orange of California on the 6th 16; thence North 16' 05"; along the Northwaterer of said 'Olive and West Station District', to an in- the center line of the Road at laid out and Orange County Highway 1315; thence North 78' along the center line of Olive Road, 1025,74 feet; 75' 49' 05"; West along of said Anahietu-Olive thenoe North 78' 52'; the center line of said Road, 2632 feet to an with the West line of Sec- R. 10 W., S. B. B. & M. early along the Westway section 12, 42,22 feet to corner of that certain cel of land described in 5, Page 216, Records of City, California; thence along the southeast-said 10,31 more parce: tion of this resolution and for making all other publications in the proceeding. J. L. McBride, a county employee, to-wit Superintendent of Highways of the County of Orange, is hereby appointed suprintendent of work without compensation. The County of Orange will furnish in bunkers at the County Gravel Pit at Stern Station on the Pacific Electric Railway thirty-three hundred and twenty-five (825) cubic yards of gravel and will also furnish in bunkers at the County Gravel Pit at Olive thirty-three hundred and twenty-five (825) cubic yards of gravel for use in the gravel sub-base and gravel shoulders specified under these specifications. The same to be purchased from its Alto License fund. The County of Orange will, out of its Auto License fund pay Sixteen Thousand ($18,000) Dollars to the contractor by county warrant and said bends will be issued for the remaining part of the costs and expenses of the work and proceedings. The foregoing resolution was on the 6th day of December, 1922, passed by the Board of Supervisors of the County of Orange, State of California. Attest: J. M. BACKS, Clerk of the Board of Supervisors, of said County of Orange. Publisher: Dec. 9-11 WHY NOT Glve Mother One FOR CHRISTMAS? Can you think of a more ideal present than a Westinghouse Electric Toaster Stove, which lends so much happiness to your everyday routine of cooking meals? Just think!—with the Westinghouse ELECTRIC TOASTER STOVE you can cook breakfast or a light dinner right on the table without the disagreeable jumping up to go to the kitchen. Come to our store today and see our interesting display of Westinghouse Electric Appliances—they make ideal Christmas presents. ANAHEIM ELECTRIC CO. ERNEST GIELOW, Prop. 209 W. Center St. Phone 69 Anaheim There is No “Water” in Santa Fe Stock President Storey issues another Statement, of Interest to Santa Fe Patrons The charge is still made that the railroads are asking returns on "watered stock." in Santa Fe Stock President Storey issues another Statement, of Interest to Santa Fe Patrons The charge is still made that the railroads are asking returns on "watered stock." Congress undertook to ascertain the facts through the Valuation Act, which was introduced by Senator LaFollette. The Interstate Commerce Commission has been conducting this valuation for nine years, and the following elements are considered: Cost of reproduction in the years 1913 to 1916, cost of reproduction less depreciation, original cost, other values and elements of value. Stocks and bonds or earning capacity have not been considered. From all the data available the Interstate Commerce Commission has found— Valuation of all the railways in 1920. $18,900,000,000 Net capitalization of all the railways December 31, 1919.....16,939,516,522 Value above capitalization.....$ 1,960,484,478 Otherwise stated, the value of the railroads is TWO BILLION DOLLARS in excess of the net face of all stocks and bonds. If present day unit prices had been used, the excess would be far greater. This should dispose of the question of "watered stocks." But recently reference has been made to the "valuation that the railroads have succeeded in putting over on the Interstate Commerce Commission." The valuation work on the Santa Fe is nearly completed and we know that we have not "put anything over" on the Interstate Commerce Commission. On the contrary, we believe that the Interstate Commerce Commission has been over-strict in its rules and methods of valuation, and that as a consequence it has greatly undervalued our railroad. When the work is completed, no "water" will be found in Santa Fe stock. W. B. STOREY, President, The Atchison, Topoka and Santa Fe Railway System.