Pine Bluff daily graphic., 1906-06-17
;. o,dained By the City Council
 ... City of Pine Bluff:

That the owner or owners
 ssotively of any real property s,ng @ upon the streets of the city hrs rne Bluff as hereinafter mention :. tbis section be and they are
 x .hy required to build and con- .s' s.t within three months after the u.se ". of this ordinance, and there < to maintain sidewalk and {, s,ng along such property where l v abutts thereon and between the .a,s as named in this section, of
 Find of materials and i'll accord
 {. with the specifications, as set x in Sections One to Three, in ,sive M hereof. Said streets and parts sreof are as follows:
 porraoue street between Alabama S Walnut streets: Second avenue 'veen Alabama and Walnut streets; ,rd avenue on the North side there hetween Louisiana and Walnut eets and on the South side thereof tween Louisiana and Georgia oots. Fourth avenue between shama and Chestnut streets; Fifth onne between State and Pine aots. State street between Barraque oet and Fifth avenue: Alabama oet between Barraque street and th avenue; Pine street between rraoue street and Fifth avenue; pstnut street between Barraque oet and Fourth avenue; Walnut eet between Barraque street and nrth avenue: Main street between rranue street and Seventh avenue. Eec. }. That said c'irbing shall of stone and not less than four Ines thick, and of a depth sufficient maintain and protect said side lks and in no case less than six u inches. Said sidewalks shall be concrete and shall extend from bnerty line to curb line. and said evalks and curb shall be laid on proper grade as established here ore or hereafter by ordinance. and bll be properly laid, well built and efnlly maintained. and be subject inc approval of the City Engineer. Eec. 3. That all concrete side. lks provided fer in this ordinance bll be constructed in accordance kh the following provisions and ecifcations.
 PREPARATION The s'lb-grade kll be four inches below the finish grade of the walk, firm and an $lding. All embankments shall be broughly tamped with paving ram krs having six inch square face d weighing not less than twenty e pounds. Any soft or wet places bearing in excavations must be re bved, reflled with cinders or gray and tamped as provided for ein- hkment
 MATERIAL: All cement used shall Portland cement of brand ap- byed by the City Engineer. The
 and no cement shall be used top and bottom courses and for entire length of the walk under hstruction if not over one block B. The City Engineer may at any be subject any of the cement used, proposed to be used, to the test out in the Standard Specifications Portland Cement adopted by the perican Society for testing materis and no cement shall be used ich does not comply with such lndard Specifications, whether Of approved brand or not,
 Ill sand used shall be clean and Rrp All quart2 or granite screen s shall be screened through a one. nth q D inch mesh. All Gravet lll be clean. and not larger than inch in it's greatest diameter, All pken stone must be hard and Rgh, irregular in form. and not ger than one and one-half tl l-2l hes in its greatest dimens ion.
 OBSTRUCTION: The walks Il be constructed in two courses. bottom course shall be three hes thick after ramming, and shall composed one part of cement lee parts of sand, and five parts broken stone. or six parts of gravel Rsured by volume. The top or wear. course shall be one inch thick ana II be composed of one part of ce- Tt to one part of sand, or one ana Ehalf parts of crushed quartz or mite, measured by volume. MIX may be by hand or machine, but either ease the material must be N rough and uniform mixture of the lous ingredients before water IS lied in quantity. Water shall D be applied in sufficient quantity make the mass thoroughly plastic, no more, and the turning contlnu- until each particle of the aggre-
 Is coated with mortar.
 ne walk shall be constructed true me aud grade as established by City Eneineer by means of forms posed of two by four timbers laid page and securely held by stakes. se forms must not be removed
 sixty hours after the walk IS pleted. After the forms are in E, the concrete for the bottom se Will be deposited in sufficient n to be level with the top of the and then rammed until com ed to three inches in depth, or lhch below the top of the form. crete for this course must be plac- n the forms and rammed within y minutes after it is mixed. Trans Joints will be made in this se at such intervals as the City heer may direct. not greater than eet. These joints may be made