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Show approval of final plat does automatically lapse, is void streets. and no further force or effect, and the said suldivision (E) All lots shall abut (Hi a publicly dedicated street. is no longer approved. An extension in unusual (F) Double frontage and reverse frontage lots shall for no more than an additional six months avoided except where essential to provide separa- may le granted by the City Council if application for tion of residential development from highways or pri- said extension is made at least 60 days prior to the inary thoroughfares or to overcome specific disadvun- expiration of said two year period. tages of topography ami orientation. A planting screen DESIGN STANDARDS: The sulxlivision of at least ten feet, and across which there of land including the arrangement, character, extent, sliall lie no right of vehicular access, shall lie provided width, grade and location of all highways, streets, alalong the real lot lines of lots abutting such highways and major thoroughfares. leys, crosswalks, easements, sites for parks, playgrounds, and schools, or other land to lie dedicated to the pub(G) Side lot lines shall lie substantially at right anlic or for public use, shall conform to the land use polgles or radial to street lines. icy and master plan of the City. PARKS, SCHOOLS AND PUBLIC AREAS: Whenever the requirement provided by the coinprehsn-siv- e STREETS: All streets shall be considered in their relation to plan or the policy of the City indicates the neces- existing and planned streets, to topographical conditions, to public convenience and safety sity of providing for a school site, park site, or other and in their relation to the proposed uses of land to lie public lands within any proposed suldivisinn for which has I seen requested, and no such provision served by such streets. Where such is not shown on has been made therefore, the council may require that the land use plan, the arrangement of streets in a sublie designated for such public purpose liefore ap- division shall either: (A) Provide for the continuation or appropriate proving such plat. Whenever a final plat of sulxlivi- or part thereof, has lieen approved by the gov- projection of existing principal streets in surrounding area; or erning authorities as complying with the comprehen- (R) Conform to a plan for the area or neighborhood plan and there is designated therein a school site, Comor site, or other public land, the City Council has the and approved adopted by Planning Zoning mission to meet a particular situation where topograjurisdiction over such use. Said Ixxly may acquire the land so designated by purchase or commence proceediphical or other conditions make continuance or conformance to existing streets impracticable. Streets shall ngs to acquire the land so designated by condemna- lie laid out so as to intersect as nearly as possible at tion within three years from the date of approval of such plat; and if it fails to do so within said period right angles and no street shall intersect any other of three years, the land so designated may then lie used street at less than sixty degrees. the owners thereof in any manner consistent with this chapter, the comprehensive plan and the zoning ordinance of the City. In sulxlividing any land within the City, due regard shall lie shown for all natural fea- tures such as tree growth, watercourses, historic spots, structures or sites, or similar conditions which, if pre- will add attractiveness to the proposed develop- - future circulation determined by the Planning and Zoning Commission and by the City Council. (D) Dead end streets, if any, shall ordinarily lie not more than four hundred feet in length, with a minimum outside radius of forty five feet at the closed end, unless the street ends at a point where the subdivider intends to extend a street pursuant to his preliminary plat submitted and approved by the City. (E) No more than two cross streets shall intersect at any one intersection. (F) Street grades shall be more than five tenths per cent (.5) but less than ten per cent (10) for local and minor streets and alleys and less than seven per cent (7) for secondary and major streets. (G) Streets shall be levelled, when ever possible to a grade of less than four per cent (4), for a distance of at least one hundred feet approaching all intersections, and at the intersection a grade of three per cent shall lie maximum. (11) All changes in street grade shall be connected by vertical curves of a minimum length equivalent to fifteen times the algebraic difference in the rate of grade for major streets and secondary streets and one-haof this minimum for all local streets. (I) Minimum radii of curvature on the center line shall lie as follows: 300 feet (1) Major streets 200 feet (2) Secondary streets 100 feet (3) Local streets lf (J) Between reversed curves there shall be a tan- gent at least one hundred (100') feet long. (K) Street, alley, and pavement intersections shall lie rounded by an arc, the minimum radius of which shall be as follows: 20 feet (1) Streets '5 feet (2) Streets and alley 20 feet (3) Street pavements or the shortest distance from pavement to the nearest property line. or (L) Wherever a dedicated or platted street only one-haas wide as is required to serve the area of the sulxlivision whether within the subdivision, half-stre- et lf or contiguous thereto, the subdivider shall be responsible for the improvements of the entire street so as to meet the then existing standards for street design, for the distance said street is contiguous to the subdivision tract. ALLEYS: commercial, business and industrial districts, definite and assured provisions shall be made for service access such as loading, unloading, and parking consistent and adequate for the uses proposed. (B) Alleys in residential areas shall not be permitted. (C) Dead-en- d alleys shall be avoided wherever possible, but if unavoidable, they shall be. provided with d facilities at the dead-enadequate (A) In off-stre- et turn-aroun- d. EASEMENTS: (A) Easements across lots or centered on rear or side lot lines shall be provided for utilities where necessary and shall be at least ten feet wide. (B) Easements shall be designed to provide continuity from block to block. (C) Where subdivisions andor parcels abut a watercourse, drainage way, channel or stream, storm water y easements or drainage conforming subshall be of line such watercourse the with stantially right-of-wa- provided. BLOCKS: (A) The lengths, widths, and shapes of blocks shall lie determined with due regard to: (1) Provision for adequate building sites suitable to the special needs of the type of use contemplated. (2) Zoning requirements as to lot sizes and dimensions. for convenient access, circulation, control and safety of street traffic. (B) Block lengths shall not exceed one thousand five hundred feet in residential areas, and shall not be less than four hundred fifty feet in length, except that the Planning and Zoning Commission may vary this requirement when it finds that the block layout does not cause adverse travel distance for pedestrians or vehicles. (C) Pedestrian cross walks not less than ten feet wide may be required where deemed necessary by the Planning and Zoning Commission to provide for pedestrian circulation or access to schools, playgrounds, shopping centers, transportation and other community facilities, and shall be provided approximately one-haway between the ends of blocks longer than one thousand feet in length. (D) Blocks or portions thereof intended for commercial or industrial use shall be designated as such, areas to and the plan shall show adequate faprovide for parking, loading docks, and other such cilities. LOTS: (A) the lot size, width, depth, shape and orientation shall be appropriate for the location of the subdivision and for the type of development and use con(3) Needs lf off-stre- templated. (B) The lot dimensions and areas shall conform to the requirements of the zoning ordinance. chan(C) Lots abutting a watercourse, drainage way, as width or minimum shall a have depth nel or stream and to site an building to adequate provide required afford the minimum usable area required by ordinance for front, side and rear yards. (D) All comer lots shall be sufficiently larger than others so as to allow for building setback lines on both sit ion which will not result in a plastic flow of the material at teuieraturex up to eighty degrees Fahrenheit. Joints for asliestus cement pipe shull consist of an s cement sleeve, made from muterial similar to the pipe, and two mblier ring gaskets, all designed and suitable for connecting the lengths of pipe together, Rublier gaskets shall lie of uniform thickness through-easemen- t out, smooth, free from pitting, blisters, air checks and other Imperfections. as-li- e (B) Storm sewers. (1) Storm sewers shall lie d Ma-lan- d C-7- k sani-serve- off-sit- six-inc- h lar-lin- e. - x st ts fa-e- ll lf non-risin- rights-of-wa- right-of-wa- key-box- six-in- five-inc- three-quarte- rs right-of-wa- extra-strengt- C-7- C-2- 3, alkali-resistan- (4) gravel or crushed stone base course (aggregate base course, type B) having a wearing surface of bituminous concrete binder and surface course, class 1, having a minimum compacted thickness of three inches. (E) Curlis and gutters shall lx constructed on all streets and shall le combination (integral) concrete of the mountable type not less than eighteen inches in overall width. Curlis may lx constructed integrally with the portland cement concrete pavement. Concrete for curb and gutter shall conform to that hereinafter required for concrete sidewalk. Three reinforcing liars ten feet long shall lie installed fa all curt) and gutter, centered over each sewer and water trench crossed by the curb and gutter. The dimensions of curl) and gutter on residential instreets shall lie a roll type two and ches in height alxive the gutter line. The width of the combined curb and gutter shall be eighteen inches. The width of curt) from gutter line to back of curb shall lie inch eight inches. The gutter shall lie the edge of the gutter flag. The thickness of the gutter flag shall equal the thickness of the adjacent street pavement. SIDEWALKS: Sidewalks shall be constructed of portland cement concrete to a thickness of five inches. Concrete for such sidewalks shall be five bag mix and shall have a minimum twenty-eigh- t day comand of four shall thousand strength pounds, pressive contain not less than three percent nor more than six percent entrained air. Slump shall lie not less than two inches nor more than four inches. 7 1934: CROSSWALKS: C rosswalks shall lie constructed of portland cement concrete conforming to the requirements set forth under the preceding section. 7 1935: STREET LIGHTING IMPROVEMENTS: Street lighting improvements shall lie installed to serve all properties within the sulxlivision. Such improvements shall lie of the individual service or of the multiple circuit type and shall consist of standards, liminair-iek constructed throughout the entire sulidivision to carry off water from all inlets and catch basins and shall Ik connected to an adequate outfall. Intercepting storm water structures shall lie provided at intervals not in excess of four hundred feet, measured along the gutter line. The storm water drainage system shall I separate and independent of the sanitary sewer system. Storm sewers shall lie stnu-tcof nonreinforved or reinforced concrete pipe conforming to the American Society for Testing 6 and terials. Designations respectively, wall thickness B. (ther materials of storm sewer con-siostruct ion may le used in siecia! cases upon approval of the City Council, Existing drain tiles shall lie con-siv- e nected to storm sewers or shall lie restored to operat-paring condition. Joints for concrete storm sewer shall tie as designated alxive for concrete sanitary sewers. or they shall lie cement mortar and jute. (2) Storm sewer capacities shall lie determined with the use of the rational formula. The intensity (1 factor) used shall lie a return frequency of not less than five years. The runoff coefficient (C factor) shall lie de-b- y termined by the character of the land to be drained and shall conform to accepted standard engineering practices. Street grades and lot and block drainage sliall lie established so as to permit positive drainage, ENGINEERING SPECIFICATIONS: The owner or sulxlivider shall install storm and tary sewers, water supply system, street grading and ment. pavement, alleys, crosswalks, public utilities, street REQUIRED LAND IMPROVEMENTS: lighting in accordance with applicable ordinances and No sulxlivision of land shall lie approved by the Planning standards of construction in the City. and Zoning Commission without the sulxlivider subMANIIOI.ES AND DRAINAGE APPUR certithe statement a TENANCES: signed by Engineer City mitting e in- (A) Manholes. Manholes for sewers thirty-si- x fying that the improvements described in the sulxlividers plans and specifications, together with ches and smaller shall have an inside diameter of thick precast inches, and a agreements, meet the minimum requirements of all en- - forty-eigordinances of the City, and that they com- - crete base, in one piece, liedded in at least two inches ply with the engineering specifications of this chapter, of gravel or crushed stone. The sidewalls shall be of STREET IMPROVEMENTS: precast concrete ring construction which shall have a (A) There shall be a distance of not less than five five inch minimum thickness. Manhole bases for sew- feet between the curb return radius and the property ere with an internal diameter forty-tw- o inches and ger shall be constnicted of reinforced concrete. (B) Street signs of a material and construction ap(B) Catch Ivisins and inlets. Catch basin sidewall proved by the City shall be installed according to the and base constniction shall conform- to manhole reinches and smaller, citys directions at each intersection and shall indicate quirements for sewers thirty-sithe street names as shown on the final plat. except that a sump two feet six inches in depth shall MONUMENTS AND MARKERS: Monu- - lie provided below the discharge pipe. Inlets shall ments shall be placed at all comers and angle points have an internal diameter of two feet and a minimum of the outside boundary but no farther than one quarter depth of two feet. Sidewalls shall be precast concrete mile apart. The monuments shall be of concrete, not having a thickness of four inches, bedded in a miniless than six inches in diameter and thirty six inches mum of two inches of gravel or crushed stone, (C) Frames and grates. Frames and grates for man-cadeep, with a center copper dowel three inches long in place. Iron pipe or steel bare not less than one- - holes, catch basins, inlets and valve vaults shall be half inch in diameter and twenty-fou- r inches long shall similar to Neenah manufacture No. with a combe set at the intersection of street center lines and at bined weight of five hundred and forty pounds for all comers of lots not marked by monuments. The mo- - Type B closed lid, and a combined weight of five and markers shall lie set level with the finish- - dred and twenty-fiv- e pounds for Type D open lid. The ed grade. frames shall be set in a full mortar joint on each struc- PUBLIC UTILITIES: All utility lines for ture. d WATER SUPPLY: Water distribution telephone, electric and natural gas service shall be placunderground entirely throughout a sulxlivided area, cilities, including piping, fittings, hydrants, valves, valve Said lines shall be placed within easements or dedicat- - basins, water services and all other needful appurte-e- d public ways, in a manner which will not conflict nances adequate for fire and domestic needs, shall lie with other underground services. Further, all transfor- - installed to serve all properties and lots within the mer boxes and pumping facilities shall be located so sulxlivision. as not to be hazardous to the public. The utility lines (A) Water mains. Water mains shall be of a mini-shabe parallel to and not less than twelve inches mum six inches internal diameter of super bell-tit- e from the property lines. dectile cast iron pipe, cement lined, conformpush-o- n SIDEWALKS: Concrete sidewalks shall ing to American Standards Association specifications be provided throughout the subdivision to serve the of the classes specified therein or Polyvinyl Chloride, The minimum depth of water mains from the top anticipated needs of its residents and the general pub- lie. Such walks shall be located for public safety and of the pipe to the finished grade of the street shall be feet. anticipated concentration of pedestrian traffic. Side- - five and one-hawalks shall be not less than five feet in width and shall g (B) Valves and vaults. Valves shall be be located so that a parkway separates the curbs from stem. gate valves with operating nut, designed to take the sidewalk, except in business developments. At all fall pressure on either face, famished in full compli-cros- s walks and comers of blocks adequate provision ance with AWVVA C500. All valves shall open by tum-sha- ll be made for wheel chairs to cross the gutter area ing to the left. Valves shall operate at a working pres- without being required to make an abmpt elevation sure of one hundred and fifty pounds per square inch, increase of more than one inch. Valves up to and including eight inches in diameter LANDSCAPING: shall be housed in valve boses with an internal dia- y (A) All unpaved areas within the street meter of forty-eiginches; valves over eight inches shall be seeded or sodded. Before the release of the shall be housed in vaults with an internal diameter of twelve month maintenance bond can be recommended sixty inches. Valve vault, sidewall and base const rue-b- y the City Engineer, all unpaved areas between the tion shall conform to that required for catch basins, y line Each service lateral from the main line shall have a cor- edge of the road pavement and the must support an adequate mat of grass. Provisions poration stop at the junction of the main and service shall be made to assure the growth of all landscaping, line. Stop-coc- k shall be attached to junc- and (B) Trees shall be planted on both sides of all pro- - tion of each service pipe. Each lot and property of posed streets except where there are existing trees pre- - the subdivision shall be serviced by a separate lateral sent and preserved. Street trees newly planted shall not and meter. No service lateral shall cross any property be further apart than fifty feet or one tree per inside but that to which it provides service, except for the lot and two trees on comer lots and the type of tree public streets. shall be limited to those varieties as approved by the (C) Hydrants. Planning and Zoning Commission in conformity with (1) Hydrants shall be of the compression or grate the provisions of Section Tooele City Bicenten- type conforming to AWWA C502 and shall be of a make nial Code, as amended. Newly planted street trees that has been adopted by the City for standard use. shall not be less than three inches in caliper, measured shall be for three hundred pound a designed Hydrants one foot from the ground. The planting of the follow- - test pressure and a one hundred and fifty pound working species of trees is prohibited: fag pressure. (2) Hydrants shall be famished with one hose nozzle and two four-inc- h steamer nozzle. Threads on nozzles and caps, and operating nuts, shall be National Standard threads. Hydrants shall open by turning to the left and shall be so marked. (3) Hydrants shall have a pipe connection, valve opening and shall be equipped with h a auxiliary valves. Auxiliary valves shall be attached to (C) Protective screen planting may be required to the pound hydrant with one hundred and twenty-fiv- e secure a reasonably effective physical barrier between standard flanges. Joint for joining the auxiliary valve residential properties and adjoining uses to minimize shall be of the same type as specified for the piping adverse conditions of sight and sound. The screen plant system. ing plan shall be prepared, submitted, and shall meet (D) Water services. All water services or laterals as the approval of the Planning and Zoning Commission, some times denominated in this code, shall be SEWERS: Sanitary sewers and sanitary se- - structed of Type K copper pipe, having a minimum wer services shall be installed to serve all properties fatemal diameter of inch. Such services and lots in the subdivision. Sanitary sewer and storm shall be equipped with corporation cock, curb stops sewer construction shall be in conformance with the and other necessary fittings. American Society of Testing Materials and the ordiTRENCH BACKFILL: All trench work nances of Tooele City. shall conform to the provisions of Title Four, Chapter (A) Sanitary sewers. Nine of the Tooele City Bicentennial Code as amended. (1) public sanitary sewer services shall have a miSTREET IMPROVEMENTS: nimum internal diameter of eight inches, if part of the y shall be grad(A) The full width of the public sewer system. No sanitary sewer service shall ed to the required section. be less than four inches in diameter. Sanitary sewer (B) All unsuitable subbase material shall be removservice with internal diameters between eight inches ed and shall be replaced with stable, compacted maand twenty-on- e inches, and lateral service lines shall terial in comformance with generally accepted engih be constructed of vitrified clay pipe or neering practices. asbestos cement pipe in conformance with the specifi(C) The center-lin- e grade shall be not less than zero cations of the American Society of Testing Materials, percent (0.33) and shall not exceed point thirty-thre- e 6 and designations respectively. six per cent (6) on major, business, and secondary (2) Joints for vitrified clay pipe sanitary sewers and streets and eight peicent (8) on local streets and sanitary sewer services shall be the compression type alleys. fa conformance with the specifications of the Ameri(D) Pavements in industrial andor commercial can Society for Testing Materials, Designation areas shall be of the following minimum thicknesses Joints for reinforced concrete sewers shall be eithand materials: er rubber gaskets conforming to American Society for (1) Standard reinforced portland cement paving or shall be having a uniform thickness of ten inches. Concrete for Testing Materials, Designation of a mastic type. Bituminous jointing compound made such pavement shall have a minimum fourteen-da- y from asphalt, liquifiere mineral fillers and fibers, shall compressive strength of three thousand five hundred fre free from moisture. The filler shall be such that it pounds per square inch, shall contain not less than six shall have positive adhesion to pipe surfaces, and shall bags of cement per cubic yard of concrete and shall t. Said filler shall contain not less than three percent nor more than six frg water-- , acid-- , and fre plastic and workable with a trowel and of a compo- perclent entrained air. Slump shall be not 'ess than C-1- two inches nor more than four inches. (2) Eight inch thick po.olanic base course and a wearing surface of bituminous concrete binder and surface course having a minimum compacted thiik-nes- s of three inches. (3) Eight inch thick bituminous aggregate mixture lu.se course and a wearing surface of bituminous concrete binder and surface course having a minimum compacted thickness of three inches. three-fourth- three-fourth- s s la-lo- s, cable conduit under driveways andor streets, controllers, handholes, and all other miscellaneous work and equipment necessary for an integrated system of street lights. (A) Location. There shall be at least one standard liminaire at each intersection and interior of each and spacing of standards shall not exceed three hundred feet in residential areas. In commercial andor manufacturing areas, spacing and fixation of standards shall lie as approved by the City Council. (B) Specifications. Lighting standards shall be prestressed and contrifugallv cast concrete, complete with butt base, and shall have a water polish finish, complete with bracket and handhole, or shall be Heights of standards and the length of the brackets shall lie as follows: (1) Residential areas Standard, twenty-thre- e feet; bracket arm, eight feet. industrial and manufacturing (2) Commercial, areas - Standard, thirty feet with the length of the bracket arm. (C) Liminaires shall lie of the mercury vapor type with constant wattage type ballasts or of the type with constant wattage type ballasts. Size and life shall lie as follows: (1) Residential area - mercury vapor type - one hundred and seventy-fiv- e watt with average life of three thousand hours. type (2) Commercial, industrial and manufacturing areas , - mercury vapor type two hundred and fifty watt or four hundred watt with average life of three thousand hours. type (D) Cable on multiple circuit systems shall be not less than no. 8 wire and shall be buried at least thirty inches below finished grade. Cable shall be installed fa a two inch galvanized rigid steel conduit with two-inc- h fiber bushings where such cable crosses beneath existing or proposed pavements, driveways or sidewalks. No underground cable splices will be permitted. FILING OF ENGINEERING PLANS AND REVIEW FEE: (A) Four complete sets of engineering plans and specifications of required land improvements together with an estimate of the cost of improvements, said plans and specifications to bear the seal of a registered professional engineer along with a signed statement to the effect that such plans and specifications have been prepared in compliance with this chapter and pursuant to good engineering practices shall be submitted to the Building Official prior to the approval of the final plat by the Planning and Zoning Commission. Said plans shall be drawn to a minimum horizontal scale of five feet to the inch. Plans shall show profiles of all utility and street improvements with elevations referring to the U.S.G.S. datum. (B) A plan review fee, based upon the following percentages of total land improvement costs, as estimated by the design engineer and approved by the city engineer shall be submitted with the plans and specifications required above: (1) One and one-hapercent of the construction cost of the improvements when such cost is fifty thous-- - lf and dollars or less. (2) One percent of the construction cost of the improvements when such cost is over fifty thousand dollars but less than two hundred fifty thousand dollars. (3) Three quarters of one percent of the construction cost of the improvements when such cost is over two hundred fifty thousand dollars. ACCEPTANCE OF REQUIRED IM- PROVEMENTS BY THE CITY: Upon completion of the construction of all public improvements required by this ordinance, in conformance with approved engineering plans and specifications, the design engineer engaged by the subdivider, builder or land developer shall prepare and submit three sets of plans and certification by the City Engineer that all public improvements have been satisfactorily completed in accordance with the approved engineering plans and specifications. The City Council will enact a resolution accepting said improvements and the same are not accepted by the City until the adoption of said resolution. INSPECTION OF ALL IMPROVEMENTS: All public improvements shall be inspected by the city during the course of constniction and at hours before final inspection of the least forty-eigproject. The subdivider shall notify the Building Offihours before the final inspection cial at least four-eigof the time thereof. BUILDING PERMITS: No building pennit shall be issued for the constniction of any building, structure of improvement to the land or any lot within a subdivision, as defined herein, which has been approved for platting or replatting, until all requirements of this ordinance have been complied with. OCCUPANCY PERMITS: No occupancy permit shall be granted for the use of any structure within a subdivision approved for platting until required utility facilities have been installed and made ready to service the property, and until roadways providing access to the subvject lot or lots have been constructed or shall be completed in not less than ninety days from the date of the occupancy permit. RECORD OF PLATS: All such plats of after the sulxlivisions, same have lieen submitted and approved as provided in this chapter shall lie copied in a book of plat s of the City and shall lie filed and kept by the City, and shall tie filed of record by the owner with the County. 71942: VIOLATION PENALTY: Any person, firm, or corporation who constructs any public im- or provement portion thereof in violation of the provisions of this ordinance shall lie, upon conviction, fined not less than twenty- - five dollars or more than two hundred and ninety nine dollars for each offense; a sejia-rat- e offense shall lie deemed committed on each day during or on which a violation occurs or continues. Whoever shall sell or offer for sale, lease or offer for lease any lot or lots or block or blocks, within the incorporated limits of the city, or any resulxlivision of any lot or hhx'k therein, liefore a final plat of sulxlivision has lxen approved by the Planning and Zoning Commission and the City Council as required by this ordinance, shall lie fined not less than fifty dollars nor more than two hundred ninety-nin- e dollars for each lot or part thereof so disposed for sale or of, offered lease. FEES: There hereby established a fee for the approval of each preliminary and final plat of a sulxlivision as follows: (A) Preliminary plats. Ten dollars for each preliminary plat plus one dollar for each lot or building within the proposed sulxlivision, with a minimum total charge of is fit-te- dollars. (B) Final plats. One dollar for each lot or building within each subdivision plat submitted with a minimum fee of five dollars. APPEAL PROCEDURE: Any person or corporation may appeal within sixty days to the City Council any final action taken by the Planning and Zoning Commission. The appeal shall lie filed in writing with the Tooele City Recorder, and shall specify the names and addresses of the appellants, their interests in the matter, the specific action of the Planning and Zoning Commis- sion from which the appeal is taken, and the date of said action. The Council shall act as a board of appeals, and shall hear and decide such appeals from and review any final order, requirement, determinadecision or tion made by the Planning and Zoning Commission under this subdivision control chapter. The date of the appeal shall be the date the same is received by the Recorder. A party shall not be deemed by any competent court to have exhausted his administrative remedies until said appeal has been taken and a final decision of the board of appeals has been made. Dated this day of ,1977 TOOELE CITY COUNCIL (Against) (For) TOOELE CITY MAYOR (Against) (For) (Published in the Tooele 6, 1978) Transcript Jan. IN THE THIRD JUDICIAL DISTRICT STATE OF UTAH IN AND FOR THE COUNTY OF TOOELE Estate of STANLEY L. HUNT deceased. Creditors will present claims with vouchers to the undersigned at the Law Office of J. Harold Call, 30 North Main St., No. 3, Heber City, Utah 84032 on or before the 15th day of March, A.D. 1978; claims must be presented in accordance with 5 the provisions of 75-9-- Code Annotated 1953, and with proper verification as required hereUtah in. E. VIRGINIA HUNT Executrix of the Estate of STANLEY L. HUNT Deceased Date of first publ. Dec. 14, 1977, date of final publ. Jan. 6, 1978) Its hard to throw your weight around xvithout getting under foot. I |