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HomeMy WebLinkAboutO-986ORDINANCE NO. (O(p IMPROVEMENT ORDINANCE TO PROVIDE FOR CERTAIN IMPROVEMENTS IN THE CITY OF FAIRHOPE, ALABAMA, TO BE KNOWN AS THE 1995-1996 PUBLIC IMPROVEMENT ASSESSMENTS PROJECT. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FAIRHOPE, ALABAMA, as follows: SECTION 1. That the following described areas of the City of Fairhope, Alabama, shall be improved as hereinafter provided: A. GLEN HARDIE FARMS SUBDIVISION. Glen Hardie Drive shall be improved from the South edge of pavement of Volanta Avenue to and including the turnaround at its North end, a distance of 979.25 ft as follows: Both edges of a 50-ft ROW, the centerline of which shall be approximately the centerline of the above described portion of said street, shall be curbed and guttered with Portland Cement concrete combination curb and gutter. The curb lines of said gutters to be 6" thick and the gutter to be 2'6" wide. The curb lines of said gutters shall be connected with the curb lines of all intersecting streets or alleys with Portland Cement concrete com- bination curb and gutters as above described; of suitable radius and the surface area between the gutters to be constructed shall be improved by paving with hot mix asphaltic concrete (416-A mix) and 12" thick with prime on an 8" thick sand clay base course foundation. Said improvememnts shall include grading and all necessary drainage structures, including concrete culverts, concrete pipe, valley gutters and drop inlets; pre- cast concrete manholes with cast iron covers, sewer lines, house laterals, water main with service connections, water meters, and 6" fire hydrants. B. WESTLEY STREET Westley Street shall be improved from the North edge of pavement of the intersection of Westley Street and Central Boulevard to the South edge of pavement of Gayfer Avenue, a distance of 692.80 ft as follows: Both edges of a 50-ft ROW, the centerline of which shall be approximately the center- line of the above described portion of said street, shall be curbed and guttered with Portland Cement concrete combination curb and gutter. The curb lines of said gutters to be 6" thick and the gutter to be 2'6"'wide. The curb lines of said gutters shall be connected with the curb lines of all intersecting streets or alleys with Portland Cement concrete combi- nation curb and gutters as above described; of suitable radius and the surface area between the gutters to be constructed shall be improved by paving with hot mix asphaltic concrete (416-A mix) and 12" thick with prime on an 8" thick sand clay base course foundation. Said improvements shall include grading and all necessary drainage structures, including concrete culverts, concrete pipe, valley gutters and drop inlets; pre- cast concrete manholes with cast iron covers, sewer lines, house laterals, water main with service connections, water meters, and 6" fire hydrants. C. SPRING RUN PLACE SUBDIVISION Spring Run Drive shall be improved from the North edge of pavement of Spring Run to and including the turnaround at its North end, a distance of 603.34 ft as follows: Both edges of a 50-ft ROW, the centerline of which shall be approximately the centerline of the above described portion of said street, shall be curbed and guttered with Portland Cement concrete combination curb and gutter. The curb lines of said gutters to be 6" thick and the gutter to be 2'6" wide. The curb lines of said gutters shall be connected with the curb lines of all intersecting streets or alleys with Portland Cement concrete combination curb and gutters as above described; 2 of suitable radius and the surface area between the gutters to be constructed shall be improved by paving with hot mix asphaltic concrete (416-A mix) and 12" thick with prime on an 8" thick sand clay base course foundation. Said improvements shall include grading and all necessary drainage structures, including concrete culverts, concrete pipe, valley gutters and drop inlets; precast concrete manholes with cast iron covers, sewer lines, house laterals, water main with service connections, water meters, and 6" fire hydrants. Reily Circle shall be improved from the West edge of pavement of Spring Run Drive to and including the turnaround at its North end, a distance of 517.55 ft as follows. Both edges of a 50-ft ROW, the centerline of which shall be approximately the centerline of the above described portion of said street, shall be curbed and guttered with Portland Cement concrete combination curb and gutter. The curb lines of said gutters to be 6" thick and the gutter to be 2'6" wide. The curb lines of said gutters shall be connected with the curb lines of all intersecting streets or alleys with Portland Cement concrete combination curb and gutters as above described; of suitable radius and the surface area between the gutters to be constructed shall be improved by paving with hot mix asphaltic concrete (416-A mix) and 1f" thick with prime on an 8" thick sand clay base course foundation. Said improvements shall include grading and all necessary drainage structures, including concrete culverts, concrete pipe, valley gutters and drop inlets; precast concrete manholes with cast iron covers, sewer lines, house laterals, water main with service connections, water meters, and 6" fire hydrants. D. ROCK CREEK PHASE IV, a planned unit development. Beaver Dam Road shall be improved from the Eastern limit of the existing cul-de-sac on Beaver Dam Road westerly a distance of 829 ft to an inter- section with North Drive as follows: The roadway shall be 29 ft wide with both edges of the 50-ft ROW extending along with the above described portion of said street. Roadway shall be curbed and guttered with Portland Cement concrete combination curb and gutter. The curb lines of said gutters to be 6" thick and the gutter to be 2'6" wide. The curb lines of said gutters shall be connected with the curb lines of all intersecting streets or alleys with Portland Cement concrete combination curb and gutters as above described; of suitable radius and the surface area between the gutters to be constructed shall be improved by paving with hot mix asphaltic concrete (416-A mix) 11" thick with prime on an 8" thick sand clay base course foundation. Said improvements shall include grading and all necessary drainage structures, including concrete culverts, concrete pipe, valley gutters, sidewalks, and drop inlets, precast concrete manholes with cast iron covers, sewer lines, house laterals, water mains with service connections, water meters, and 6" fire hydrants. North Drive shall be improved from the south edge of pavement at its westernmost end to the north a distance of 2,811 ft. The roadway shall be 29 ft wide with both edges of the 50-ft ROW extending along with the above described portion of said street. Roadway shall be curbed and guttered with Portland Cement concrete combination curb and gutter. The curb lines of said gutters to be 6" thick and the gutter to be 2'6" wide. The curb lines of said gutters shall be connected with the curb lines of all intersecting streets or alleys with Portland Cement concrete combi- nation curb and gutters as above described; of suitable radius and the surface area between the gutters to be constructed shall be improved by paving with hot mix asphaltic concrete (416-A mix) 12" thick with prime on an 8" thick sand clay base course foundation. Said improvements shall include grading and all necessary drainage structures, including concrete culverts, concrete pipe, valley gutters, sidewalks, and drop inlets, pre- cast concrete manholes with cast iron covers, sewer lines, house laterals, water mains with service connections, water meters, and 6" fire hydrants. 3 North Drive Circle shall be an improved continuation of North Drive for a distance of 793 ft to an intersection with North Drive. The roadway shall be 29 ft wide with both edges of the 50-ft ROW extending along with the above described portion of said street. Roadway shall be curbed and guttered with Portland Cement concrete combination curb and gutter. The curb lines of said gutters to be 6" thick and the gutter to be 2'6" wide. The curb lines of said gutters shall be connected with the curb lines of all imtersecting streets or alleys with Portland Cement concrete combination curb and gutters as above described, of suitable radius and the surface area between the gutters to be constructed shall be improved by paving with hot mix asphaltic concrete (416-A mix) 12" thick with prime on an 8" thick sand clay base course foundation. Said improvements shall include grading and all necessary drainage structures, including concrete culverts, concrete pipe, valley gutters, sidewalks, and drop inlets, pre- cast concrete manholes with cast iron covers, sewer lines, house laterals, water mains with service connections, water meters, and 6" fire hydrants. Sandy Shoal Loop shall be an improved roadway from the northwest edge of North Drive proceeding in a northwesterly direction to a cul-de-sac, before looping back to the southeast to intersect with North Drive, a distance of 1,632 ft. The roadway shall be 29 ft wide with both edges of the 50-ft ROW extending along with the above described portion of said street. Roadway shall be curbed and guttered with Portland Cement concrete combination curb and gutter. The curb lines of said gutters to be 6" thick and the gutter to be 2'6" wide. The curb lines of said gutters shall be connected with the curb lines of all intersecting streets or alleys with Portland Cement con- crete combination curb and gutters as above described; of suitable radius and the surface area between the gutters to be constructed shall be im- proved by paving with hot mix asphaltic concrete (416-A mix) 12" thick with prime on an 8" thick sand clay base course foundation. Said improvements shall include grading and all necessary drainage structures, including concrete culverts, concrete pipe, valley gutters, sidewalks, and drop inlets, precast concrete manholes with cast iron covers, sewer lines, house laterals, water mains with service connections, water meters, and 6" fire hydrants. Sandhill Court, a cul-de-sac, shall be improved from the southeast edge of pavement of Sandy Shoal Loop to the end of, and including the turnaround, a distance of 189 ft. The roadway shall be 25 ft wide with both edges of the 50-ft ROW extending along with the above described portion of said street. Roadway shall be curbed and guttered with Portland Cement concrete combination curb and gutter. The curb lines of said gutters to be 6" thick and the gutter to be 2'6" wide. The curb lines of said gutters shall be connected with the curb lines of all intersecting streets and alleys with Portland Cement concrete combination curb and gutters as above described; of suitable radius and the surface area between the gutters to be constructed shall be improved by paving with hot mix asphaltic concrete (416-A mix) 12" thick with prime on an 8" thick sand clay base course foundation. Said improvements shall include grading and all necessary drainage structures, including concrete culverts, concrete pipe, valley gutters, sidewalks, and drop inlets, precast concrete manholes with cast iron covers, sewer lines, house laterals, water mains with service connections, water meters, and 6" fire hydrants. North Drive Loop shall be an improved roadway from the east edge of North Drive proceeding a distance of 325 ft while looping back to North Drive. The roadway shall be 25 ft wide with both edges of the 50-ft ROW extending along with the above described portion of said street. Roadway shall 4 be curbed and guttered with Portland Cement concrete combination curb and gutter. The curb lines of said gutters to be 6 thick and the gutter to be 2'6" wide. The curb lines of said gutters shall be connected with the curb lines of all intersecting streets or alleys with Portland Cement concrete combination curb and gutters as above described; of suitable radius and the surface area between the gutters to be constructed shall be improved by paving with hot mix asphaltic concrete (416-A mix) 12" thick with prime on an 8" thick sand clay base course foundation. Said improvements shall include grading and all necessary drainage structures, including concrete culverts, concrete pipe, valley gutters, sidewalks, and drop inlets, precast concrete manholes with cast iron covers, sewer lines, house laterals, water mains with service connections, water meters, and 6" fire hydrants. Sandstone Court, a cul-de-sac, shall be improved from the eastern edge of North Drive to the end of, and including the turnaround, a distance of 466 ft. The roadway shall be 25 ft wide with both edges of the 50-ft ROW extending along with the above described portion of said street. Roadway shall be curbed and guttered with Portland Cement concrete combination curb and gutter. The curb lines of said gutters to be 6" thick and the gutter to be 2'6" wide The curb lines of said gutters shall be connected with the curb lines of all intersecting streets or alleys with Portland Cement concrete combination curb and gutters as above described; of suitable radius and the surface area between the gutters to be constructed shall be improved by paving with hot mix asphaltic concrete (416-A mix) 1j" thick with prime on an 8" thick sand clay base course foundation. Said improvements shall include grading and all necessary drainage structures, including concrete culverts, concrete pipe, valley gutters, sidewalks, and drop inlets, precast concrete manholes with cast iron covers, sewer lines, house laterals, water mains with service connections, water meters, and 6" fire hydrants. Ashton Court, a cul-de-sac, shall be improved from the eastern edge of North Drive to the end of, and including the turnaround, a distance of 518 ft. The roadway shall be 25 ft wide with both edges of the 50-ft ROW extending along with the above described portion of said street. Roadway shall be curbed and guttered with Portland Cement concrete combination curb and gutter. The curb lines of said gutters to be 6" thick and the gutter to be 2'6" wide. The curb lines of said gutters shall be connected with the curb lines of all intersecting streets or alleys with Portland Cement concrete combination curb and gutters as above described; of suitable radius and the surface area between the gutters to be constructed shall be improved by paving with hot mix asphaltic concrete (416-A mix) 11" thick with prime on an 8" thick sand clay base course foundation. Said improvements shall include grading and all necessary drainage structures, including concrete culverts, concrete pipe, valley gutters, sidewalks, and drop inlets, precast concrete manholes with cast iron covers, sewer lines, house laterals, water mains with service connections, water meters, and 6" fire hydrants. Pebble Court, a cul-de-sac, shall be improved from the eastern edge of North Drive to the end of, and including the turnaround, a distance of 465 ft. The roadway shall be 29 ft wide with both edges of the 50-ft ROW extending along with the above described portion of said street. Roadway shall be curbed and guttered with Portland Cement concrete combination curb and gutter. The curb lines of said gutters to be 6" thick and the gutter to be 2'6" wide. The curb lines of said gutters shall be connected with the curb lines of all intersecting streets or alleys 5 with Portland Cement concrete combination curb and gutters as above de- scribed; of suitable radius and the surface area between the gutters to be constructed shall be improved by paving with hot mix asphaltic concrete (416-A mix) 12" thick with prime on an 8" thick sand clay base course foundation. Said improvements shall include grading and all necessary drainage structures, including concrete culverts, concrete pipe, valley gutters, sidewalks, and drop inlets, precast concrete man- holes with cast iron covers, sewer lines, house laterals, water mains with service connections, water meters, and 6" fire hydrants. Montrose Woods Drive shall be improved from the northern edge of the existing cul-de-sac northerly a distance of 72 ft to an intersection with Beaver Dam Road as follows: The roadway shall be 29 ft wide with both edges of the 50-ft ROW extending along with the above described portion of said street. Roadway shall be curbed and guttered with Port- land Cement concrete combination curb and gutter. The curb lines of said gutters to be 6" thick and the gutter to be 2'6" wide. The curb lines of said gutters shall be connected with the curb lines of all inter- secting streets or alleys with Portland Cement concrete combination curb and gutters as above described; of suitable radius and the surface area between the gutters to be constructed shall be improved by paving with hot mix asphaltic concrete (416-A mix) 12" thick with prime on an 8" thick sand clay base course foundation. Said improvements shall include grading and all necessary drainage structures, including concrete culverts, concrete pipe, valley gutters, sidewalks, and drop inlets, precast con- crete manholes with cast iron covers, sewer lines, house laterals, water mains with service connections, water meters, and 6" fire hydrants. SECTION 2. That the full details, drawings, plans, specifications and surveys of the above described work and estimates, which were prepared for Areas A, B, and C by Moore Engineering Company of Fairhope, and for Area D by Volkert & Associates of Mobile, shall be placed on file in the offices of Moore Engineering Company, North Section Street, and of Volkert & Associates, 3809 Moffett Road, where property owners who may be affected by such improvements may see and examine the same. SECTION 3. That the improvements hereinabove described shall be made in accordance with the grades to be, or heretobefore, established by ordinance and according to the full details, drawings, plans, specifications and surveys of said work and estimates herein adopted, Areas A, B, and C under the supervision of Moore Engineering Company, and Area D under the supervision of Volkert & Associates. SECTION 4. That the cost of constructing said improvements shall be assessed against the property abutting on the portions of the streets so improved, provided: (a) That the cost of improving any intersections or any part thereof shall be assessed against the lots or parcels of land abutting on each of the streets, avenues, alleys or other highways so intersecting for a half block in each direction therefrom; provided that for the purpose of computing assessments, no block shall be considered as extending more than 1,000 ft from any intersection so improved. (b) That the cost of sidewalk improvements, including curbing and guttering on street and avenue corners shall be assessed against the lots or parcels of land abutting on or nearest to said improvements, and the cost of sidewalk improvements, including curbing and guttering at the intersection of any alley with a It street, avenue or other highway shall be assessed in fair pro- portion against the respective lots or parcels of land abutting or cornering on the alley at such intersection. (c) That no assessment shall exceed the cost of the improvements or the increased value of such property by reason of the special benefits derived from such improvements. SECTION 5. That the City Council shall meet on the 13th day of NOVEMBER, 1995, at 5:30 pm at the City Council Chamber to hear any objections, remonstrances or protests that may be made against said improvements, the manner of making the same or the character of materials to be used. SECTION 6. This ordinance shall be published once a week for two consecutive weeks in the FAIRHOPE COURIER, a newspaper of general circulation in the City of Fairhope, the date of the first publication to be not less than two weeks before the 13th day of November, 1995. SECTION 7. A copy of this ordinance shall be sent by certified mail, postage prepaid, to the persons last assessed for City taxation the property which may be assessed for said improvements, at their last known addresses, said notices to be so mailed by the City Clerk not less than ten days prior to the 13th day of November, 1995. ADOPTED THIS 23TH DAY OF OCTOBER, 1995. n ,✓ . Nix, Mayor SEAL Attest 9 / � PJ. - i)//, /_ elyn/p. Phillips, City �C�er t