oc-plain-dealer 1924-04-10

NEW METHOD OF ESTIMATING CROP An entirely different and more certain method of estimating the walnut crop in the Anaheim district was announced today by Walter Ross, secretary-manager of the Anaheim Walnut Growers' Association. Instead of an estimate 16 per hectare too high, as Manager Carlie Thorpe's original figure on the local crop was last year, one is exact as the progress toward maturity permits will be possible. Thorpe estimates a maximum saving of $250,000 by the new method. Row has appointed a committee of 25 representative growers, each possessing not less than 10 acres and living on his own ranch. The average owned amounts to approximately 25 per cent of the total. Each of these 25 growers will estimate the crop on his own ranch as of July 1, say, the work beginning in June. Thereafter there will be probably monthly estimates, deductions being made as necessary, or revisions where development has been unexpectedly slow or fast. When the crop finally is ready to harvest, as accurate an idea of the real tonnage of nuts as can be humanly arrived at will be possible. The plan is being put into operation thrueout the territory of the California Walnut Growers' Awn. Heretofore Manager Thorpe with some aid from the secretary-managers has made the estimate. BROTHER QUITS PIONEER FIRM The Kogler Hardware firm, founded in Orange more than 40 years ago, is undergoing reorganization. Paul Kogler, one of the three brothers, has sold his interest in the firm after 25 years' activity, leaving William and Henry Kogler sole owners. ARE YOUR LUNGS WEAK? Weak lungs may or may not develop more serious. If you have weak lungs, old standing cough, cold, bronchial trouble, asthma or other lung diseases, it is important that you seek medical attention immediately. RELIGIOUS BOOKS READY AT LIBRARY The following books on religious education are available at the Fullerton public library: Alexander, Sunday School and the Teens; Applegarth, Missionary Stories for Little Folks (two vol.); Bade, Old Testament in the Light of Today; Betts, How to Teach Religion; Bryant, How to Tell Stories to Children; Cope, Religious Education in the Church; Eggleston, Stories for Special Days in the Church School; Paris, Sunday School at Work; Forbush, The Boy Problem; Foster, The Boy and the Church; Goodpeed, Story of the New Testament; Grant, The Orient in Bible Times; Gregory, The Seven Laws of Teaching; Hartley, Use of Projects in Religious Education; Hill, The Prophets in the Ligt of Today; Hodges, How to Know the Bible; Kent, Social Teachings of the Prophet Jesus; Lawrence, Special Days in the Sunday School; Marbel, Women of the Bible; Matheson, Representative Men and Women of the Bible (4 vol.); Meredith, Pageants and Dramatics in Religious Education; Meyer, The Graded Sunday School in Principle and Practice; Miller, Dramatization of Bible Stories; Munkers, Primary Method in the Church School; Paton, Jerusalem in Bible Times; Moxcey, Girlhood and Character; Phelps, Reading the Bible; Phelps, Human Nature and the Bible; Rogers, Great Characters of the Old Testament; Russell, Dramatized Missionary Stories; Russell, Dramatized Bible Stories for Young People; Smith, Keynote Studies in Keynote books of the Bible; Smith, Historical Geography of the Holy Land; Thompson, Handbook for Workers with Young People. STINNES DYING BERLIN. April 10—Hugo Stinnes, Germany's foremost industrial magnate and financier, who has been ill for several months, was reported dying this afternoon. LEGAL NOTICE IN THE MATTER OF ROADWAY space of the terminal of Melrose Avenue to the produced easterly property line of Gran Avenue. (2) The space in the roadway of Grand Avenue and the roadway. PIONEER FIRM The Kogler Hardware firm, founded in Orange more than 40 years ago, is undergoing reorganization. Paul Kogler, one of the three brothers, has sold his interest in the firm after 25 years' activity, leaving William and Henry Kogler sole owners. ARE YOUR LUNGS WEAK! Weak lungs may or may not develop more seriously if you have weak lungs, old standing cough, cold, bronchial trouble, asthma, or fever try a bottle of McMullin's Formula. Hundreds report wonderful results. Mfrd. only by Tilden McMullin Co., Sedalia, Mo. For sale by Meying Pharmacy. Soles Made Like New! Come in and have your shoes resoled and repaired. Don't wait until it is too late. This place is a hospital for old shoes. You will find our prices moderate. East Side Shoe Rebuilding Shop EMIL TITTMAN, Prop. 313 E. Center St. Anaheim For a Progressive Anaheim and a Clean, Efficient Government CITY ELECTION APRIL 14TH FOR TRUSTEES Four Year Term— Emory Knipe 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 FAGEOL SAFETY COACHES SCHEDULE SOUTH: Cars leave Anaheim for Long Beach, as follows: A. M. 8:00 P. M. 12:30 6:30 9:30 2:30 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 Car leaves Pomona for Anaheim at 7:00 P. M. Pomona for; Uplands, Ontario and points East in Orange for; Corona and Riverside 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 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 and distant 29.5 feet easterly, measured at right angles from 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 line 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 southerly 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 northerly 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 BY Hank is Sensitive About His Ancestors By WINNER WHERE ARE YOU GOING WITH THAT MANGY OLD MUT? SAY YOU BETTER LOOK OUT WHAT YOU'RE CALLIN' HANK MY BROTHER SAID HE'S A OLD MANGY MUT - AND HE CAN PROVE IT OH IS THAT SO? WELL, I BETCH HE'S A GENUINE BEAR HOUND HE IS NOT! HE IS NOT! NON TOU BET WITH BROTHER, AND NON MY BROTHER - THAT PROVES IS A MANGY OLD ST. DON'T IT? SH-H-H NOT SO LOUD NOT SO LOUD SH-H-H I KNOW HES A MUT. BUT HE THINKS HE'S A BEAR-HOUND AND I WOULDN'T WANT TO HURT HIS FEELINGS BY LETTING HIM HEAR ME CALLIN' HIM A MUT! The construction of a sewer drain shall have a point 1655 feet southward and northerly end the clear flow line of said new shall be 72.86. At the limit as above described a section of the flow line shall be at all points between and along the flow line of said new sewer drain shall be entail as to conform to a straight connecting seal points. The construction of a sewer drain shall have a point 1655 feet southward and northerly end the clear flow line of said new shall be 72.86. At the limit as above described a section of the flow line shall be at all points between and along the flow line of said new sewer drain shall be entail as to conform to a straight connecting seal points. The construction of a sewer drain shall have a point 1655 feet southward and northerly end the clear flow line of said new shall be 72.86. At the limit as above described a section of the flow line shall be at all points between and along the flow line of said new sewer drain shall be entail as to conform to a straight connecting seal points. The construction of a sewer drain shall have a point 1655 feet southward and northerly end the clear flow line of said new shall be 72.86. At the limit as above described a section of the flow line shall be at all points between and along the flow line of said new sewer drain shall be entail as to conform to a straight connecting seal points. The construction of a sewer drain shall have a point 1655 feet southward and northerly end the clear flow line of said new shall be 72.86. At the limit as above described a section of the flow line shall be at all points between and along the flow line of said new sewer drain shall be entail as to conform to a straight connecting seal points. The construction of a sewer drain shall have a point 1655 feet southward and northerly end the clear flow line of said new shall be 72.86. At the limit as above described a section of the flow line shall be at all points between and along the flow line of said new sewer drain shall be entail as to conform to a straight connecting seal points. The construction of a sewer drain shall have a point 1655 feet southward and northerly end the clear flow line of said new shall be 72.86. At the limit as above described a section of the flow line shall be at all points between and along the flow line of said new sewer drain shall be entail as to conform to a straight connecting seal points. The construction of a sewer drain shall have a point 1655 feet southward and northerly end the clear flow line of said new shall be 72.86. At the limit as above described a section of the flow line shall be at all points between and along the flow line of said new sewer drain shall be entail as to conform to a straight connecting seal points. The construction of a sewer drain shall have a point 1655 feet southward and northerly end the clear flow line of said new shall be 72.86. At the limit as above described a section of the flow line shall be at all points between and along the flow line of said new sewer drain shall be entail as to conform to a straight connecting seal points. The construction of a sewer drain shall have a point 1655 feet southward and northerly end the clear flow line of said new shall be 72.86. At the limit as above described a section of the flow line shall be at all points between and along the flow line of said new sewer drain shall be entail as to conform to a straight connecting seal points. The construction of a sewer drain shall have a point 1655 feet southward and northerly end the clear flow line of said new shall be 72.86. At the limit as above described a section of the flow line shall be at all points between and along the flow line of said new sewer drain shall be entail as to conform to a straight connecting seal points. The construction of a sewer drain shall have a point 1655 feet southward and northerly end the clear flow line of said new shall be 72.86. At the limit as above described a section of the flow line shall be at all points between and along the flow line of said new sewer drain shall be entail as to conform to a straight connecting seal points. The construction of a sewer drain shall have a point 1655 feet southward and northerly end the clear flow line of said new shall be 72.86. At the limit as above described a section of the flow line shall be at all points between and along the flow line of said new sewer drain shall be entail as to conform to a straight connecting seal points. The construction of a sewer drain shall have a point 1655 feet southward and northerly end the clear flow line of said new shall be 72.86. At the limit as above described a section of the flow line shall be at all points between and along the flow line of said new sewer drain shall be entail as to conform to a straight connecting seal points. The construction of a sewer drain shall have a point 1655 feet southward and northerly end the clear flow line of said new shall be 72.86. At the limit as above described a section of the flow line shall be at all points between and along the flow line of said new sewer drain shall be entail as to conform to a straight connecting seal points. The construction of a sewer drain shall have a point 1655 feet southward and northerly end the clear flow line of said new shall be 72.86. At the limit as above described a section of the flow line shall be at all points between and along the flow line of said new sewer drainshall be established so that form to a straight line coarse inlet noxes to the said drain shall be constructed linear of said sewer drain at lowing locations; at the northernity and southernity lines of Eleventh Street; produced northerly and eastern property lines of Court Street; produced northerly and western property lines of Ninth Street; at the produced northern southerly property lines on Street; at the produced northern southerly property lines on Street; at the produced northern southerly property lines on Street; at the produced northern southerly property lines on Street; at the produced northern southerly property lines on Street; at the produced northern southerly property lines on Street; at the produced northern southerly property lines on Street; at the produced northern southerly property lines on Street; at the produced northern southerly property lines on Street; at the space in the roadway of Avenue and the roadway of Avenue between the existing pavement and the produced easterly line of Grand Avenue to the production south line of said street. The space in the roadway of Avenue between the easterly line of existing pavement and the produced north line of Eleventh Street as it exists from Grand Avenue to a rail to the south rail of both track of the Southern Railway Company's line of Grand Avenue and two (2) eitherly, measured at right instant therefrom. The said paving shall extend roadway space of the tertory property line of Avenue. The space in the roadway of Avenue between the western line of existing pavement and the produced north line parallel to and distance westly, measured along the center line of Avenue, from the productery line of Orangery revenue to a line parallel to rent two (2) feet southerly, at right angles, from rail of the south track of the Pacific Railway Company crossing Grand Avenue, that on the area of the existing reinforced cement concrete culvert described to be construction Grand Avenue the three (3-1) inch asphalt base shall be omitted and one half (1-2) being surface only shall be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately adjacent to the existing cement concrete curbs on both sides of the production porterly line of Orangery Avenue to the south rail of the South Pacific Railway Company's line crossing Grand Avenue and distant measured at right angles therefrom, from a line to the north rail of the production westerly line of the Southern Pacific Company's line crossing and terminating between said limits, namely Street, Seventh Street, Fifth Street and Secto-the-produced westerly line of the west one half (1-2) being surface only shall be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the produced property line of Grand Avenue is located along and immediately described to be constructing surface only shall be grading shall extend into the spaces of the termination Tenth Street to the produced property line of Grand Avenue. Tenth Street to the producting work will be issued to the amount same (less cash payment County), bearing interest rate of six per cent per annum (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anually and tenth (19th part) for annually, all paid commercial payable semi-anicallyand tenant boundaries as follow: Beginning at a point at Southwest corner of Block shown on a map of Whitkinton dition to Buena Park as per thereof recorded in Book 20. Miscellaneous Heeorda Angeles County; California; northerly in a straight Line said Whitkarner Addition but referred to; thence West feet to a point; thence North straight Line no longer shown on a map of Buteus Eucalyptus Trout recorded Book 5 pages 25. Recre Orange County; California; North to an intersection with boundary线 between Los County and Orange County; easterly along south county box line its intersection with southwest rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aitchison; Toppea & Santa Railway Company's rightof way lane Aatchison; Toppea & Santa Railway Company's rightof way lane Aatchison; Toppea & Santa Railway Company's rightof way lane Aatchison; Toppea & Santa Railway Company's rightof way lane Aatchison; Toppea & Santa Railway Company's rightof way lane Aatchison; Toppea & Santa Railway Company's rightof way lane Aatchison; Toppea & Santa Railway Company's rightof way lane Aatchison; Toppea & Santa Railway Company's rightof way lane Aatchison; Toppea & Santa Railway Company's rightof way lane Aatchison; Toppea & Santa Railway Company's rightof way lane Aatchison; Toppea & Santa Railway Company's rightof way lane Aatchison; Toppea & Santa Railway Company's rightof way lane Aatchison; Toppea & Santa Railway Company's rightof way lane Aatchison; Toppea & Santa Railway Company's rightof way lane Aatchison; Toppea & Santa Railway Company's rightof way lane Aatchison; Toppea & Santa Railway Company's rightof way lane Aatchison; Toppea & Santa RailwayCompany's rightof way lane Aatchison; Toppea & Santa RailwayCompany's rightof way lane Aatchison; Toppea & Santa RailwayCompany's rightof way lane Aatchison; Toppea & Santa RailwayCompany's rightof way lane Aatchison; Toppea & Santa RailwayCompany's rightof way lane Aatchison; Toppea & Santa RailwayCompany's rightof way lane Aatchison; Toppea & Santa RAILWAY COMPANY'S LINE CROSSING AND CENTRALITY OF THE ORANGERY REFRACTIONED CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCER CONDUCE The existing double foot by seven foot (4x7') reinforced Portland cement concrete culvert thirty (30 feet in length on Gran Ave near Engineers Station 24-30.06 should be extended tothe respective property lines Of Gran Ave at Engineers Station 24-30.06 should be extendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30.06shouldbeextendedtothe respectivepropertylinesOfGranAveatEngineersStation24-30. The existing pavement is parallel to the center of Grand Avenue and distant at right angles measured at right angles therefrom, from a line north of the rail of the Southern Pacific Company's line crossing Grand Avenue and two (2) feet measured at right angles therefrom, to the protrusion of Second Street grading paving shall be on the roadway spaces of between said limits, namely, Streth Avenue, Seventh Street, Fifth Street, and Secstreet, to the produced westerly line of Grand Avenue. Space in the roadway of the easterly between the existing pavement and the existing pavement is parallel to and distant 98.5 feet northerly, measured at right angles from the center line of Grand Avenue, from a line parallel to the produced second street, exterse from the space in the existing pavement to the east nine feet easterly, measured at the center of Grand Avenue and the easterly property line of from a line drawn at the east nine feet easterly, measured through a point on the center line of Grand Avenue and Ninth Street to the point of Grand Avenue passing point distant on the center thereof 70 feet northerly intersection of the center Grand Avenue and Ninth street width of the said extension at the said line 9 feet measured at right angles to the center line of Grand Avenue and Ninth Street to a width not uniformly to a width that produced easterly and pavement shall extend the roadway spaced at right angles, northerly therefrom to the produced south line of Second Street. Except that said Portland cement concrete gutters shall be omitted at street intersections between the produced property lines of intersecting and terminating streets between said limits, namely, Ninth Street, Eighth Street, Seventh Street, Sixth Street, Commonwealth Avenue, Fifth Street, Fourth Street. At the northerly limit as above described the elevation of the flow line of said concrete gutters shall be omitted at street intersections between the produced property lines of intersecting and terminating streets between said limits, namely, Ninth Street, Eighth Street, Seventh Street, Sixth Street, Commonwealth Avenue, Fifth Street, Fourth Street. At the northerly limit as above described the elevation of the flow line of said concrete gutters shall be omitted at street intersections between the produced property lines of intersecting and terminating streets between said limits, namely, Ninth Street, Eighth Street, Seventh Street, Sixth Street, Commonwealth Avenue, Fifth Street, Fourth Street. At the northerly limit as above described the elevation of the flow line of said concrete gutters shall be omitted at street intersections between the produced property lines of intersecting and terminating streets between said limits, namely, Ninth Street, Eighth Street, Seventh Street, Sixth Street, Commonwealth Avenue, Fifth Street, Fourth Street. At the northerly limit as above described the elevation of the flow line of said concrete gutters shall be omitted at street intersections between the produced property lines of intersecting and terminating streets between said limits, namely, Ninth Street, Eighth Street, Seventh Street, Sixth Street, Commonwealth Avenue, Fifth Street, Fourth Street. At the northerly limit as above described the elevation of the flow line of said concrete gutters shall be omitted at street intersections between the produced property lines of intersecting and terminating streets between said limits, namely, Ninth Street, Eighth Street, Seventh Street, Sixth Street, Commonwealth Avenue, Fifth Street, Fourth Street. The elevation of the flow line of the said concrete gutters on both sides of Grand Avenue at the southern limit as above described shall be 75.58. At a point 1170 feet northerly from said south end the flow line elevation of said concrete gutter shall be 72.94. At a point 1191.2 feet northerly from said south end the elevation of the flow line of said concrete gutter shall be 72.94. At a point 1227.59 feet northerly from said south end the elevation of the flow line of said concrete gutter shall be 72.94. At a point 1237.59 feet northerly from said south end the elevation of the flow line of said concrete gutter shall be 72.94. The elevation of the flow line of the said concrete gutter on the easterly side of Grand Avenue at the mostnorthern limit as above described shall be 74.56 and the elevation of the flow line of the said concrete gutter on the western side of Grand Avenue at the mostnorthern limit as above described shall be 74.56. Between said grade points the flowline grade of said concrete gutter shall conform to a straight line connection said several successive points. That a Portland cement concrete gutter two (2) feet in width and five (5) inches in thickness shall be constructed along and immediately adjacent to the existing cement concrete curbs on both sides of the roadway of Grand Avenue from a lane parallel to the north rail of the northern track of the Southern Pacific Railway Company's crossing Grand Avenue and distance two (2) feet measured at right angles northerly therefrom to the produced south line of Second Street. Except that said Portland cement concrete gutters shall be omitted at street intersections between the produced property lines of intersecting and terminating streets between said limits, namely: Ninth Street, Eighth Street, Seventh Street, Sixth Street, Commonwealth Avenue, Fifth Street, Fourth Street. At the northerly limit as above described the elevation of the flow line of said concrete gutters on both sides of Grand Avenue shall be omitted at street intersections between the produced property lines of intersecting and terminating streets between said limits, namely: Ninth Street, Eighth Street, Seventh Street, Sixth Street, Commonwealth Avenue, Fifth Street, Fourth Street. At the northerly limit as above described the elevation of the flow line of said concrete gutters on both sides of Grand Avenue shall be omitted at street intersections between the produced property lines of intersecting and terminating streets between said limits, namely: Ninth Street, Eighth Street, Seventh Street, Sixth Street，Commonwealth Avenue，FifthStreet，FourthStreet. At the northerly limit as above described the elevation of the flow line of said concrete gutters on both sides of Grand Avenue shall be omitted at street intersections between the produced property lines of intersecting and terminating streets between said limits，namely：NinthStreet，EighthStreet，SeventhStreet，SixthStreet，CommonwealthAvenue，FifthStreet，FourthStreet。 At the northerly limit as above describedthe elevationoftheflowlineofsandcreatenguttersonbothsidesofGrandAvenueshallbeabovedimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cement concrete culvert shall be constructed on Grand Ave. and excepting that said Portland cement concrete gutters shall be omitted at street intersection between the produced property lines all intersecting or terminating streets between them above mentioned limits，namely，Melrose Avenue，Eleventh Street，Court Stree，Tenth StreeandNinth Stree. The elevation oftheflowlineofthesandcreatenguttersonbothsidesofGrandAvenueshallbeabovedimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cement concrete culvert shall be constructed on Grand Ave. and excepting that said Portland cement concrete gutters shall be omitted at street intersection between them above mentioned limits，namely，Melrose Avenue，Eleventh StreeandNinth Stree. The elevation oftheflowlineofthesandcreatenguttersonbothsidesofGrandAvenueshallbeabovedimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cement concrete culvert shall be constructed on Grand Ave. and excepting that said Portland cement concrete gutters shall be omitted at street intersection between them above mentioned limits，namely，Melrose Avenue，Eleventh StreeandNinth Stree. The elevation oftheflowlineofthesandcreatenguttersonbothsidesofGrandAvenueshallbeabovedimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cement concrete culvert shall be constructed on Grand Ave. and excepting that said Portland cement concrete gutters shall be omitted at street intersection between them above mentioned limits，namely，Melrose Avenue，Eleventh StreeandNinth Stree. The elevation oftheflowlineofthesandcreatenguttersonbothsidesofGrandAvenueshallbeabovedimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cement concrete culvert shall be constructed on Grand Ave. and excepting that said Portland cement concrete gutters shall be omitted at street intersection between them above mentioned limits，namely，Melrose Avenue，Eleventh StreeandNinth Stree. The elevation oftheflowlineofthesandcreatenguttersonbothsidesofGrandAvenueshallbeabovedimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cement concrete culvert shall be constructed on Grand Ave. and excepting that said Portland cement concrete gutters shall be omitted at street intersection between them above mentioned limits，namely，Melrose Avenue，Eleventh StreeandNinth Stree. The elevation oftheflowlineofthesandcreatenguttersonbothsidesofGrandAvenueshallbeabovedimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cement concrete culvert shall be constructed on Grand Ave. and excepting that said Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A one foot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A onefoot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A onefoot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A onefoot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A onefoot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A onefoot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A onefoot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A onefoot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A onefoot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplansincorporatedinthespecifications. A onefoot by three foot (1'x3') reinforced Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplanesincorporatedinthespecifications. A onefoot by three foot (1'x3') reinformed Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplanesincorporatedinthespecifications. A onefoot by three foot (1'x3') reinformed Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplanesincorporatedinthespecifications. A onefoot by three foot (1'x3') reinformed Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplanesincorporatedinthespecifications. A onefoot by three foot (1'x3') reinformed Portland cementcrete gutter shall be aboveldimensiondeltachinemetallodefinishmentoftheplanesincorporatedinthespecifications. A onefoot by three foot (1'x3') reinformed Portland cementcrete gutter shall be aboveldimENSIONDeltACHINEMETALLOCATION OF THE SANDCREATENGUTTER ON THE WESTERN CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED IN SURVEYES. BOOK 10. RECORDED IN ORTHWEST CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED IN MIDRIVE CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED IN NEARBY CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED IN TOWARD CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED IN SOUTHWEST CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED IN NORTHEAST CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED IN SOUTHEAST CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED IN SOUTHEAST CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED IN SOUTHEAST CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED IN SOUTHEAST CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED IN ORTHWEST CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED IN MIDRIVE CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED IN NEARBY CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED IN TOWARD CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED IN SOUTHWEST CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED IN NORTHEAST CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED IN SOUTHEAST CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED IN MIDRIVE CORNER OF THE BUENA Park RECORDED IN BOOK 10. RECORDED In SOUTHEAST CORNER OF THE BUENA Park RECORDED In BOOK 10. RECORDED In SOUTHEAST CORNER Of The Buena Park Recorrded In Book 10. RECORDED In SOUTHEAST Corner Of The Buena Park Recorrded In Book 10. RECORDED In SOUTHEAST Corner Of The Buena Park Recorrded In Book 10. RECORDED In SOUTHEAST Corner Of The Buena Park Recorrded In Book 10. RECORDED In SOUTHEAST Corner Of The Buena Park Recorrded In Book 10. RECORDED In SOUTHEAST Corner Of The Buena Park Recorrded In Book 10. RECORDED In SOUTHEAST Corner Of The Buena Park Recorrded In Book 10. RECORDED In SOUTHEAST Corner Of The Buena Park Recorrded In Book 10. RECORDED In SOUTHEAST Corner Of The Buena Park Recorrded In Book 10. RECORDED In SOUTHEAST Corner Of The Buena Park Recorrded In Book 10. RECORDED In SOUTHEAST Corner Of The Buena Park Recorrded In Book 10. RECORDED In SOUTHEAST Corner Of The Buena Park Recorrded In Book 10. RECORDED In SOUTHEAST Corner Of The Buena Park Recorrded In Book 10. RECORDED In SOUTHEAST Corner Of The Buena Park Recorrded In Book 10. RECORDED In SOUTHEAST Corner Of The Buena Park Recorrded In Book 10. RECORDED In SOUTHEAST Corner Of The Buena Park Recorrded In Book 10. RECORDED In SOUTHEAST Corner Of The Buena Park Recorrded In Book 10. RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrdedInBook10.RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrdedInBook10.RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrdedInBook10.RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrdedInBook10.RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrdedInBook10.RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrdedInBook RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrdedInBook RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrdedInBook RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrdedInBook RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrdedInBook RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrdedInBook RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrdedInBook RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrdedInBook RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrdedInBook RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrdedInBook RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrdedInBook RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrredInBook RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrredInBook RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrredInBook RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrredInBook RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrredInBook RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrredInBook RECORDEDInSOUTHEASTCornerOfTheBuenaParkRecorrredInBook RECORDEDINSOUTHEASTCornerOFTheBuenaParkRecorrredINBOOK RECORDEDINSOUTHEASTCornerOFTheBuenaParkRecorrredINBOOK RECORDEDINSOUTHEASTCornerOFTheBuenaParkRecorrredINBOOK RECORDEDINSOUTHEASTCornerOFTheBuenaParkRecorrredINBOOK RECORDEDINSOUTHEASTCornerOFTheBuenaParkRecorrredINBOOK RECORDEDINSOUTHEASTCornerOFTheBuenaParkRecorrredINBOOK RECORDEDINSOUTHEASTCornerOFTheBuenaParkRecorrredINBOOK RECORDEDINSOUTHEASTCornerOFTheBuenaParkRecorrredINBOOK RECORDEDINSOUTHEASTCornerOFTheBuenaParkRecorrredINBOOK RECORDEDINSOUTHEASTCornerOFTheBuenaParkRecorrredINBOOK RECORDEDINSOUTHESTCornerOFTheBuenaParkRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTheBuenaParkRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTheBuenaParkRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTheBUenaParkRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTheBUenaParkRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTheBUenaParkRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTheBUenaParkRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTheBUenaPARKRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTheBUenaPARKRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTheBUenaPARKRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTheBUenaPARKRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTheBUenaPARKRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTheBUenaPARKRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTheBUenaPARKRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTheBUenaPARKRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTheBUenaPARKRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTheBUenaPARKRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTHEBUenasPARKRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTHEBUenasPARKRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTHEBUenasPARKRecorrredINBOOK RECORDEDINSOUTHESSTCornerOFTHEBUenasPARKRecorrredINBOOK RECORDEDINDUSHERASSTCornerOFTHEBUenasPARKRecorrredINDUSHERASST RECORDREDINDUSHERASSTCornerOFTHEBUenasPARKRecurrrdINDUSHERASST RECORDERDINDUSHERASSTCornerOFTHEBUenasPARKRecurrrdINDUSHERASST RECEDRDINDUSHERASSTCornerOFTHEBUenasPARKRecurrrdINDUSHERASST ReCEDRDINDUSHERASSTCornerOFTHEBUenasPARKRecurrrdINDUSHERASST ReCEDRDINDUSHERASSTCornerOFTHEBUenasPARKRecurrrdINDUSHERASST ReCEDRD said sewer drain shall be 72.34. At a point 1655 feet southerly from said northerly end the elevation of the flow line of said sewer drain shall be 72.80. At the southward limit of the flow line shall be 72.43. At all points between said grade points the flow line grade of said sewer drain shall be established so as to conform to a straight line connecting said points. The construction of a sewer drain along the easterly side of Grand Avenue from a line drawn at right angles to the easterly side of Grand Avenue passing through a point distant on the center line thereof of 1238.12 feet northerly from the intersection of the center lines of Grand Avenue and Orangethorpe Avenue to the produced northerly line of Ninth Street as it exists easterly from Grand Avenue. Excepting therefrom the space now occupied by the tracks of the southern Pacific Railway Company's line crossing Grand Avenue, the said sewer drain shall consist of an eighteen (18) inch in diameter corrugated iron pipe at street intersections between the produced property lines of streets intersecting or terminating on Grand Avenue between the limits above described, namely, Eleventh Street, Court Street and Ninth Street. Between intersecting streets the said sewer drain shall consist of an eighteen (18) inch in diameter cement concrete pipe. The said sewer drain shall be constructed so that its center line shall be parallel to the center line of Grand Avenue and distant 40.75 feet easterly, measured at right angles, therefrom. The elevation of the flow line grade of the said sewer drain at the northward limit as above described shall be 72.64 and the elevation of the flow line of the said sewer drain at its southerly limit as above described shall be 70.60. At all points between said grade points the flow line grade of the said sewer drain shall be established so as to conform to a straight line connecting said points. Inlet noxes to the said sewer drain shall be constructed on the line of said sewer drain at the following locations; at the produced northerly and southerly property lines of Eleventh Street; at the produced northerly and southerly property lines of Eighth Street; at the produced northerly and southerly property lines of Seventh Street; at the produced northerly and southerly property lines of Commonwealth Avenue and at the produced southerly property line of Fourth Street. All of the work herein described J. L. McBride, a County employee, to-wit: Superintendent of Highways of the County of Orange, is hereby appointed Superintendent of Work and his compensation. On this purpose shall be the sum of One Dollar ($1.00). The County of Orange will out of its Good Roads Fund pay the sum of Three Thousand $3,900.00 Dollars and out of its Auto License Road Fund the sum of Twelve Thousand Five hundred ($12,500.00) Dollars to the contractor by county warrant and said bonds will be issued for the remaining part of the costs and expenses of the work and payment. The foregoing resolution was on the 1st day of April, 1924 passed by said Board of Supervisors of the County of Orange, California. ATTIST: J. M. BACKS, Clerk of the Board of Supervisors of said County of Orange. (SEAL) Headquarters at Los Angeles BEHIND Every Sale “WESTERN AUTO” Stands solidly and rigidly in assuring you complete satisfaction. That's why “WESTERN BEHIND Every Sale “WESTERN AUTO” Stands solidly and rigidly in assuring you complete satisfaction. That's why "WESTERN AUTO" is considered AUTO SUPPLY HEADQUARTERS wherever a store is located. For ONE WEEK 20% OFF on all Gloves—Robes Gloves Driving is made more comfortable every evening throughout the year with Gloves and Robes. Take advantage of this special discount. 20% off Catalog price. Auto Robes $ 6.65 ¾-wool robes, Now... $ 5.30 8.80 ¾-wool robes, Now... 7.05 10.75 all-wool robes, Now... 8.60 13.50 all-wool robes, Now... 10.80 19.75 all-wool robes, Now... 15.80 TOOLS For emergency use on road, for odd jobs around garage, for your own repair work. We carry complete stocks of tools, parts and repair materials in every Western Auto Store. Combination Pliers, 20c to $1.45. Wrench Sets, 85c to $10.00. Screw Drivers, 20c to 95c. Tool Boxes, $2.55 to $3.75. Leader Hand Drill, $2.90. Cold Chisels, 20c to 65c. See catalog for full line of tools. Combination Pliers, 20c to $1.45. Wrench Sets, 85c to $10.00. Screw Drivers, 20c to 95c. Western Giant Cords Western Giant tires are built according to our specifications and guaranteed by the resources of this company to give complete satisfaction. Whether you drive a light or a heavy car, Western Giants will satisfy equally as well. Size Price Size Price 30x3½ Std Size...$10.75 30x3½ Oversize..$12.65 32x3½ Oversize..$15.80 31x4 Oversize..$18.85 32x4 Oversize..$20.65 33x4 Oversize..$21.30 Wear-well Cords Standard Quality, Standard Weight Cord Tires, Built to GIVE LONG SERVICE, fully guaranteed. Size Price Size Price 30x3 Cl. Reg. Size...$8.55 30x3½ Cl. Reg. Size..$8.80 30x3½ Cl. Oversize...$9.90 31x4 SS Oversize..$15.55 32x4 SS Oversize..$15.90 33x4 SS Oversize..$16.85 90 Stores in the West Western Auto Supply Co. 123 SOUTH LOS ANGELES STREET ANAHEIM, CALIF.