oc-plain-dealer 1924-04-11

FORRENCE FIELD OUTPUT 58,000 By Ellwood J. Munger That Torrance is fast approaching the former activity and big production of Santa Fe Springs is evident by the fact that Torrance production advanced from 47,000 to 56,000 barrels this past week and the output is still going up. For the first time in the history of the field, Torrance produced a number of 1000-barrel wells, and three went as high as 1600 barrels this past week. The big production the field is now getting is coming from the central west section and the extreme east section of the field. The Chanler-Canfield Midway, the discoverer of the Torrance field, set a new figure for individual well production with the bringing in of Kettler No. 14 a 1615-barrel well at a depth of 3540 feet. The big well marks something new and startling for the eastern section of Torrance. In the central west section of the field Torrence 41 at a depth of 3740 feet started off and is holding steadily at 1200 barrels. The Chanster-Canfield, in addition to completing two of the biggest wells that the Torrance field has yet had put on production, six other wells, running in output from 109 to 650 barrels, has boosted its field output from 7000 barrels to over 12,000 barrels. In mentioning and calling to mind the wonderful success of the Chanler-Canfield Midway, the oil fraternity must not lose sight of the fact that Ward Blodgett, geologist for the C. C. M. O., comes in for the honor of opening the field. It was Mr. Blodgett who made careful surveys and studies of the field two years ago, and it was Blodgett who not only discovered the field but picked out for his company the properties and sections of the field from which the record-breaking wells are now being drilled. W. M. Keck is covering the Superior Oil Co. with glory at Torrance. The Superior Oil Co.'s No. 19 completed at 3895 feet made the largest initial production of A Little Talk on Thrift, TUBBY By S. W. STRAUS It is a matter of public interest that marked progress has been made during the school year now drawing to a close in the matter of thrift education. In all parts of the country both urban and rural, schools are introducing thrift in their curricula. These results have come after eight years of research and industry upon the part of the Committee on Thrift Education of the National Council of Education. The chairman of this committee recently reported a widespread and growing interest in thrift education by schools throughout the nation. It is to the credit of this committee that definite and concrete courses of study have been mapped out which are receiving practical application. In other words, thrift in the schools has arrived. From now on, year after year, the work will grow in results. More and more schools will take it up, and a substantial foundation thus will be laid for thrift practices by future generations. It is worthy of special attention that in the courses of study mapped out by the educational committee, thrift is given its broadest application. It is the thrift that means eliminating waste. It is the thrift of efficiency and progress. Unfortunately there has been encouragement given to the belief that thrift is merely saving money, but the children of this nation are now being taught the broader principles of real thrift. The results will be that future generations will not only have a better understanding of the value of saving money, but will have at the same time an intelligent grasp of the rightful uses to which their savings should be placed. It is a matter worthy of public pride that the United States is the first country in which the subject of thrift has been given a definite place in the work of the public schools. LEGAL NOTICE IN THE MATTER OF ROAD W. M. Keck is covering the Superior Oil Co. with glory at Torrance. The Superior Oil Co.'s No. 19 completed at 3895 feet made the largest initial production of any well yet drilled in the field. Superior No. 19 started off at 3850 barrels and later settled to 1,600. That the Superior's big producer is one of the livest wells in the field may be adjudged by the fact that the casing pressure registers 710 pounds and the tubing is carrying a pressure of 180 pounds. The Standard Oil Co. put two nice wells on production at Torrance this past week with the completion of Interstate No. 1, a 625-barrel well, and Marble Fee No. 5, a 780-barrel producer. Morbile Lease No. 6 came in at 750 barrels and is making some of the fields' highest gravity oil. New wells started by the Standard include Ellingwood No. 1 and Weston No. 1. In view of the successful development of big production in the central west section of the field the Ellingwood property looks like one of the best in that section. The White Star Oil and Refining Co.'s No. 2, drilling in the extreme eastern end of the field, has passed the 3750 mark and is showing up splendidly. At the time the White Star took this property it looked like semi-wildest property, if such a name could be so applied, but now it appears that the holding is a full fledged oil property. SAN DIEGO.-Police Judge Chambers has established the precedent that it is a car figures in an auto collision and is not immediately removed the owner may be fined for illegal parking. A. W. Martin paid $10 because his machine was "parked" more than twelve inches from the curb after an accident. LEGAL NOTICE IN THE MATTER OF ROAD DISTRICT IMPROVEMENT NO. 24, RESOLUTION OF INTENTION NO. 24 Resolved that it is the intention of the Board of Supervisors of the County of Orange, State of California, proceeding under and by vitiuat Act of 1907 and Amendment thereof and in the matter of land improvement District No. 24; on the sixth day of May, 1924, at 11 o'clock A.M. of that day or as soon thereafter as the matter can be heard at the Chamber of said Board, to order the work to be done as follows: The following described spaces in the roadway of Grand Avenue shall be graded and an asphalt concrete pavement, having a uniform thickness of five (5) inches, consisting of a three and one half (3-1-2) inch, asphalt concrete base and a one inch base (1-2) inch asphalt concrete weather surface shall be laid thereto on twitt; (1) The space in the roadway of Grand Avenue between the easterly edge of the existing pavement and a line parallel to and distant 31.5 feet easterly, measured at right angles from the center line of Grand Avenue from the produced northerly line of Orange-theorpe Avenue to a line drawn at right angles to the eastline of Grand Avenue passing through a point distant on the center line thereof 1257.5 feet northerly from the intersection of the center lines of Grand Avenue and Orange-theorpe Avenue said last mentioned line easterly from Grand Avenue being the southerly line of Eleventh Street as it exists easterly from Grand Avenue. Excepting that on that portion of the horse inbefore described space the roadway of Grand Avenue to be occupied by the extension of the existing reinforced Portland cement concrete culvert hereinafter described to be constructed on Grand Avenue the three and one half (3-1-2) inch asphalt concrete base shall be omitted and that the one and one half (1-1-2) inch asphalt concrete wearing surface only shall be laid thereto. The said grading and paying shall extend into the roadway space of all intersecting and terminating streets between limits, namely, Eighth Street, Seventh Street, Sixth Street, Fifth Street and Second Street to the produced easterly property line of Grand Avenue. (2) The space in the roadway of Grand Avenue and the roadway of Eleventh Street between the easterly edge of the existing pavement and the produced easterly property line of Grand Avenue from the produced south line of Eleventh Street is it exists easterly from Grand Avenue to the produced north line of said street. (3) The space in the roadway of Grand Avenue between the easterly edge of the existing pavement and a line parallel to and distant right angles gently from and parallel to the center line of Grand Avenue from the produced north line of Eleventh Street it extends easterly from Grand Avenue to the south track of the South Pacific Railway Company's line crossing Grand Avenue and two (2) feet southerly, measured at right angles, distant therefrom. The said grading and paying shall extend into the roadway space of the termination Court Street to the produced easterly property line of Grand Avenue. (4) The space in the roadway of Grand Avenue between the easterly edge of the existing pavement and a line parallel to and distant right angles gently from the produced northerly line of Orange-theorpe Avenue to a line parallel to and distant two (2) feet southerly, measured at right angles from the center rail of the south track of the Southern Pacific Railway Company's line crossing Grand Avenue and two (2) feet southerly, measured at right angles, distant therefrom, from a line parallel to the north rail of the north track of the Southern Pacific Railway Company's line crossing Grand Avenue and two (2) feet southerly, measured at right angles, distant therefrom, from a line parallel to the north rail of the north track of the Southern Pacific Railway Company's line crossing Grand Avenue and two (2) feet southerly, measured at right angles, distant therefrom, from a line parallel to the north rail of the north track ofthe Southern Pacific Railway Company's line crossing Grand Avenue and two (2) feet southerly, measured at right angles, distant therefrom, from a line parallel to the north rail ofthe southern Pacific Railway Company's line crossing Grand Avenue and two (2) feet southerly, measured at right angles, distant therefrom, from a line parallel tothe north railofthe southern Pacific Railway Company's line crossing Grand Avenue and two (2) feet southerly, measured at right angles, distant therefrom, from a line parallel tothe north railofthe southern Pacific Railway Company's line crossing Grand Avenue and two (2) feet southerly, measured at right angles, distant therefrom, from a line parallel tothe north railofthe southern Pacific Railway Company's line crossing Grand Avenue and two (2) feet southerly, measured at right angles, distant therefrom, from a line paralleltothe north railofthe southern Pacific Railway Company's线 crossing Grand Avenue和two(2)feet southerly，measuredatrightangles,disturtherefrom，toproducednorthlineofSecondStreet.Theleadgradingandpayingshallextendintotheroadwayspaceofallintersectingandterminatingstreetsbetweenlimits,name:EighthStreet,SewenthStreet,SixthStreet,FifthStreet,andSecondStreet.totheproducedeasterlypropertylineofGrandAvenue. For a Progressive Anaheim and a Clean, Efficient Government CITY ELECTION APRIL 14TH FOR TRUSTEES Four Year Term— Emory Knipe X E. H. Metcalf X Two Year Term— Dean Hasson X A. A. Slaback X CROWN STAGE LINES LONG BEACH—POMONA DIVISION OPERATING PAGEOL SAFETY COACHES SCHEDULE SOUTH: Cars leave Anaheim for Long Beach, as follows: A. M. 8:00 P. M. 12:30 6:30 9:30 3:30 8:00 11:00 5:00 Last car leaves Long Beach for Anaheim at 7:00 P.M. SCHEDULE NORTH: Cars leave Anaheim for Pomona, as follows: A. M. 8:00 P. M. 12:30 6:30 9:30 3:30 8:00 11:00 5:00 Last car leaves Pomona for Anaheim at 7:00 P.M. Connections in Pomona for; Uplands, Ontario and points East Connections in Orange for; Corona and Riverside The space in the roadway of Grand Avenue between the easterly edge of the existing pavement and a line parallel to the center line of Grand Avenue and distant $3.5$ feet measured at right angles westerly therefrom, from a line parallel to the north rail of the north track of the Southern Pacific Railway Company's line crossing Grand Avenue and two (2) feet northerly, measured at right angles, distant therefrom, to the produced north line of Second Street. The said grading and paving shall extend into the roadway spaces of all intersecting and terminating streets between said limits, namely, Eighth Street, Seventh Street, Sixth Street, Fifth Street and Second Street; to the produced westerly property line of Grand Avenue. (6) The space in the roadway of Grand Avenue between the easterly edge of the existing pavement and a line parallel to the center line of Grand Avenue, from a line parallel to and distant two (2) feet northerly, measured at right angles from the north rail of the north track of the Southern Pacific Railway Company's line to the produced northerly line of Second Street, excepting therefrom the space in the roadway of Grand Avenue now occupied by the existing pavement being between a lind parallel to and distant 9 feet easterly, measured at right angles from the center line of Grand Avenue and the produced easterly property line of said street from a line drawn at right angles to the east line of Grand Avenue passing through a point distant on the center line thereof 70 feet easterly from the intersection of the center lines of Grand Avenue and Ninth Street to a line drawn at right angles to the east line of Grand Avenue passing through a point distant on the center line thereof 70 feet easterly from the intersection of the center lines of Grand Avenue and Ninth Street. The width of the said existing pavement at the said line 9 feet easterly, measured at right angles from the center line of Grand Avenue and parallel thereto is 140 feet, tapering uniformly to a width of 40 feet at the produced easterly property line of Grand Avenue. The said grading and paving shall extend into the roadway spaces of all intersecting and terminating streets (except Ninth Street) between the above mentioned limits, namely, Eighth Street, Seventh Street, Commonwealth Avenue, Fourth Street and Second Street; to the produced easterly property line of Grand Avenue. (7) The spaces in the roadway of Grand Avenue between the outer edges of the existing pavement and lines parallel to the center line of said street and distant respectively twenty (20) feet easterly and twenty (20) feet westerly, measured at right angles therefrom, from a line drawn at right angles to the east line of Grand Avenue passing THE PLAIN DEALER, ANAHEIM, CALIF. BY By All Means Be Honest By WINNER HEY, TUBBY COME HERE, RUNTS GOT A DIME! LOCK, HES. GOT HIS POPS. OLD COAT ON AND HE FOUND A DIME IN THE POCKET I'M GONNA TAKE IT HOME AND GIVE IT BACK TO MY POP ADDAYA WANTA DO IT FOR? WHY DONT KEEP IT--YOUR POP A WANTED YOU TO IT OR HE WOULDNTA IT THERE. I DON'T CARE. ITWOULDN'T BE HONEST IF I KEPT IT. WOULD IT TUBBY? WOPE, IT WOULD BE DISHONEST TO KEEP IT. YOU BETTER SPEND IT Copyright by United Pasture Syndicate, Inc. said sewer drain shall be 72.5 feet northerly said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of said sewer shall be 70.14 At a point north and southly from said northerly end the elevation of the flow line of说的sewer shall be 72.5 feet northerly said northerly end the elevatlon the flow line of said sewer shall be 72.5 feet At all points between said points the flow line grade sewer drain shall be estabil as to conform to a straight connecting said points. The construction of a sewer along the easterlry side o f Avenue from a line drawn at angles to the easterlry slopGrand Avenue passing therelpoint distanc on the center thereof 1338.12 feet northerlrythe intersection of the centerof Grand-Avenue and OrangeAvenue to the produced noelineof Ninth Street as it easterlryfrom Grand-Avenuecepting therefromthe spacoccupied by the tracks on Southern Pacific Railwaypany's line crossing GrandAvenue.The said sewer drain shallof an eighteen (18) inchmeter corrugated iron pipe anintersections between therelproperty lines off streets intering or terminating on GrandAvenuebetweenthe limits above dean namely, Eleventh Street,Street and Ninth Street.Betweenstreets she saiddrain shall consistof an c e(18) inch in diameter cementpipe.The said sewershallbe constructed so therelcenterline shall be parallelcenterlineof Grand-Avenida distant 40.75 feet easterlry,madeatright angles,therefromelevationoftheflowlinegivethesaidsewer-drainattheerlrylimit as above describebe 72.49 andthe elevatlonflowlineofthesaidseweratits southerlrylimit as abocribedshallbe 70.60.At allbetweensaidgradepointsthelinegradeofthesaidsewershallbe establishedso as toformtoa straightlinecondualsaidpoints. Inlet boxes to the saiddrainshallbe construcledlineofsaidsewerdrainatthelowinglocations;atthepriornorthernylandsoutherlrypilelinesofEleventhStreet;producednorthernylandspropertylinesofCourtStrateheproducednorthernylandspropertylinesofNinthatetheproducednorthernylandsoutherlrypropertylinesofStreet;attheproducednorthernylandsouthernplypropertylinesofCommonwealthAveniastheproducedsouthernplylinesofFourth Street. All ofthe work herein de The space of the termination the Avenue to the produly property line of Grand the space in the roadway Avenue and the roadway Ninth Street between the ledge of the existing pavement of the produced easterly line of Grand Avenue as it exist easterly and Avenue as the proprieth line of said street. The space in the roadway of venue between the easterly of the existing pavement of the produced easterly line of Grand Avenue as it exist easterly and Avenue as the proprieth line of said street. The space in the roadway of venue between the easterly of the existing pavement of the produced easterly line of Grand Avenue as it exist easterly and Avenue as the proprieth line of said street. The space in the roadway of venue between the easterly of the existing pavement of the produced easterly line of Grand Avenue as it exist easterly and Avenue as the proprieth line of said street. The space in the roadway of venue between the easterly of the existing pavement of the produced easterly line of Grand Avenue as it exist easterly and Avenue as the proprieth line of said street. The space in the roadway of venue between the easterly of the existing pavement of the produced easterly line of Grand Avenue as it exist easterly and Avenue as the proprieth line of said street. The space in the roadway of venue between the easterly of the existing pavement of the produced easterly line of Grand Avenue as it exist easterly and Avenue as the proprieth line of said street. The space in the roadway of venue between the easterly of the existing pavement of the produced easterly line of Grand Avenue as it exist easterly and Avenue as the proprieth line of said street. The space in the roadway of venue between the easterly of the existing pavement of the produced easterly line of Grand Avenue as it exist easterly and Avenue as the proprieth line of said street. The space in the roadway of venue between the easterly of the existing pavement of the produced easterly line of Grand Avenue as it exist easterly and Avenue as the proprieth line of said street. The space in the roadway of venue between the easterly of the existing pavement of the produced easterly line of Grand Avenue as it exist easterly and Avenue as the proprieth line of said street. The space in the roadway of venue between the easterly of the existing pavement of the produced easterly line of Grand Avenue as it exist easterly and Avenue as the proprieth line of said street. The space in the roadway of venue between the easterly of the existing pavement of the produced easterly line of Grand Avenue as it exist easterly and Avenue as the proprieth line of said street. The space in the roadway of venue between the easterly of the existing pavement of the produced easterly line of Grand Avenue as it exist easterly and Avenue as the proprieth line of said street. The space in the roadway of venue between the easterly of the existing pavement of the produced easterly line of Grand Avenue as it exist easterly and Avenue as the proprieth line of said street. The space in the roadway of venue between the easterly of the existing pavement of the produced easterly line of Grand Avenue as it exist easterly and Avenue as the proprieth line of said street. The space in the roadway of venue between the easterly of the existing pavement of the produced easterly line of Grand Avenue as it exist easterly and Avenue as the proprieth line of said street. The space in the roadway of venue between the easterly of the existing pavement of the produced easterly line of Grand Avenue as it exist easterly and Avenue as the proprieth line of said street. The space in this roadway is on a grid with north and south directions. The grid lines are marked by numbers 1 through 9. The streets are labeled with their names. The avenues are labeled with their names. The railways are labeled with their names. Copyright by United Postmaster Syndicate Inc. The location, elevation, dimensions and details of construction of the said one foot by three foot Portland cement concrete culvert are shown on the plans incorporated in the specifications. A one foot by three foot (1'x3') reinforced Portland cement concrete culvert shall be constructed on Grand Avenue in the intersection of Grand Avenue and Second Street. The said culvert shall be constructed at right angles to the center line of Grand Avenue and distant 18.5 feet southly, measured at right angles therefrom. The said culvert shall extend to the respective produced property lines of Grand Avenue. The location, elevation, dimensions and details of construction of the said culvert are shown on the plans incorporated in the specifications. A one foot by three foot (1'x3') reinforced Portland cement concrete culvert shall be constructed on Grand Avenue in the intersection of Grand Avenue and Second Street. The said culvert shall be constructed at right angles to the center line of Grand Avenue and distant 18.5 feet southly, measured at right angles therefrom. The said culvert shall extend to the respective produced property lines of Grand Avenue. The location, elevation, dimensions and details of construction of the said culver are shown on the plans incorporated in the specifications. The construction of a sewer drain along the easterly side of Grand Avenue from the produced northerly line of Ninth Street as it exists easterly from Grand Avenue to the produced southerly line of Fourth Street. The said sewer drain shall consist of two (2) twelve inch diameter corrugated iron pipes at street intersections between the produced property lines of all streets intersecting or terminating on Grand Avenue between the above described limits, namely, Eighth Street, Seventh Street and Commonwealth Avenue. Between intersecting streets the sewer drain shall consist of two (2) ten inch in diameter cement concrete pipes. The said sewer drain shall be constructed so that its center line (being a line equally distant from the center line of each pipe) shall be parallel to and distant 44.25 feet easterly measured at right angles from the center line of Grand Avenue. The elevation of the flow line of the said sewer drain at the northerly limit as above described shall be 74.69. At a point 600 feet south from said northerly end the elevation of the flow line of said sewer drain shall be 74.17. At a point 570 feet southerly from said northerly end the elevation of the flow line of said sewer drain shall be 74.11. At a point 1100.3 feet southerly from said northerly end the elevation of the flow line of said sewer drain at the northerly limit as above described shall be 74.69. At a point 600 feet south from said northerly end the elevation of the flow line of said sewer drain shall be 74.17. At a point 570 feet southerly from said northerly end the elevation of the flow line of said sewer drain shall be 74.11. At a point 1100.3 feet southerly from said northerly end the elevation of the flow line of said sewer drain at the northerly limit as above described shall be 74.69. At a point 600 feet south from said northerly end the elevation of the flow line of said sewer drain shall be 74.17. At a point 570 feet southerly from said northerly end the elevation of the flow line of said sewer drain shall be 74.11. At a point 1100.3 feet southerly from said northerly end the elevation of the flow line of said sewer drain at the northerly limit as above described shall be 74.69. At a point 600 feet south from said northerly end the elevation of the flow line of said sewer drain shall be 74.17. At a point 570 feet southerly from said northerly end the elevation of the flow line of said sewer drain shall be 74.11. At a point 1100.3 feet southerly from said northerly end the elevation of the flow line of said sewer drain at the northerly limit as above described shall be 74.69. At a point 600 feet south from said northerly end the elevation of the flow line of said sewer drain shall be 74.17. At a point 570 feet southerly from said northerly end the elevation of the flow line of said sewer drain shall be 74.11. At a point 1100.3 feet southerly from said northerly end the elevation of the flow line of said sewer drain at the northerly limit as above described shall be 74.69. At a point 600 feet south from said northerly end the elevation of the flow line of said sewer drain shall be 74.17. At a point 570 feet southerly from said northerly end the elevation of the flow line of said sewer drain shall be 74.11. At a point 1100.3 feet southerly from said northerly end the elevation of the flow line of said sewer drain at the northerly limit as above described shall be 74.69. At a point 600 feet south from said northerly end the elevation of the flow line of said sewer drain shall be 74.17. At a point 570 feet southerly from said northerly end the elevation of the flow line of said sewer drain shall be 74.11. At a point 1100.3 feet southerly from said northerly end the elevation of the flow line of said sewer drain at the northerly limit as above described shall be 74.69. At a point 600 feet south from said northerly end the elevation of the flow line of said sewer drain shall be Friday, April 11, 1924 New French Towns Appear Near Paris PARIS, April 11.—Two strange new cities are arising on different Paris hills—both due to the high cost of living. At Parc Montsouris, far beyond the Latin Quarter, the "University City" is appearing, inhabited by thousands of students who have been driven from the city by lack of accommodations and high prices. The students are living in hutments on the fortifications and bastions; both sexes are permitted to dwell in this novel settlement. On the opposite side of Paris, at Montmartre, artists and theatrical people have decided to move out on the open ground beyond the famous hill where a city like that on Montsouris has been planned. The artists met in a dozen cafes to put the scheme on a practical basis. This "City of Artists" will be made up of 1200 houses, consisting of a studio with small rooms attached. The new craze, in the theatrical way, is a dwarf's theater, which is featured in an apartment in the Avenue Wagram. Four tiny women and three little men are appearing in plays translated from the Russian. The local Heywood Brouna is quite enthusiastic, and the Lilliputians propose to carry their talents downtown. Saturday SPECIALS Strawberry Short Cake 20c Scotch Short Strawberry Short Cake 20c Scotch Short Bread 25c Doz. BOSTON BAKERY LEE EICHOLTZ; Prop. Phone 135, 1017-W Store No. 1—273 E. Center St. Store No. 2, 248 W. Center St. Rigid inspection of dairy herds safeguards children against bovine tuberculosis. Where such inspection is inefficient or inadequate, only pasteurized milk should be supplied to children. TRY A CLASSIFIED AD Semenical! You do not pay for tin! In ORANGE BLOSSOM you buy the highest quality coffee obtainable -at your grocers ORANGE BLOSSOM COFFEE It’s Pre-cooked! Albers new Minit Oats ready in 3 to 5 minutes Pre-cooked by a new and exclusive process. Pre-cooked from the finest oats of the West. Pre-cooked that you may have a hot nourishing breakfast dish in double quick time. Pre-cooked to retain all the healthful nutritive elements. Pre-cooked to add a rich and delicious flavor. Ready now at your grocers in two sizes. Ask him for a package today. ALBERS BROS. MILLING CO Pacific Coast Millers Makers of Alberts Flapjack flour Alberts Pescock Bockwheat Flour and Alberts Carnation Milk