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HomeMy WebLinkAboutO-935ORDINANCE NO. g,3J AN ORDINANCE AMENDING ORDINANCE N0. 926 TO CORRECT TYPOGRAPHICAL ERRORS AND THEREBY RENDER THE REQUIREMENTS OF SAID ORDINANCE COMPATIBLE WITH THE DESIGN CRITERIA SET OUT IN THE ENGINEERING PLANS AND SPECIFICATIONS FOR ROCK CREEK, A PLANNED UNIT DEVELOPMENT. BE IT ORDAINED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, THAT Section 2, subsection (c) of Ordinance No. 926 be, and the same hereby is, amended as follows: Section 2: (c) Rock Creek, A Planned Unit Development 1) Rock Creek Parkway (the main entrance road for Rock Creek, a Planned Unit Development) shall be improved from the East edge of pavement of US Hwy 98; thence easterly, a distance of 1685.6 ft to its intersection with the West edge of the pavement of Clubhouse Drive, as follows: the pavement varies from 68 ft wide (with a median) to 24 ft wide, 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'-0" 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 1&1/2" 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 mains with service connections, water meters, and 6" fire hydrants. 2) Clubhouse Drive shall be improved from its intersection with Cedar Pointe, and run Northwest- erly past Chestnut Ridge to an intersection with Rock Creek Parkway; thence Northeasterly, intersecting with North Creek Circle, Mockingbird Lane, Sweetwater Lane, and ends at an inter- section with Beaver Dam Road, a distance of 2867 ft, as follows: both edges of a 60-ft right- of-way, 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'- 0" wide. The curb lines of said gutters shall be connected with the curblines 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 1&1/2" thick with prime on an 8" thick sand clay base course foundation, 24 ft in width. 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. 3) Clubhouse Circle shall be improved from the North edge of the pavement of Beaver Dam Road; thence Northeasterly to the clubhouse entrance; thence loops in a Southwesterly direction to an intersection with the East end of Beaver Dam Road, a distance of 1636 ft, as follows: both edges of a 60-ft right-of-way, 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'-0" 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 1&1/2" thick with prime on an 8" thick sand clay base course foundation, not less than 20-ft in width. 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. 4) Chestnut Ridge Beginning at a point close to the Southeast end of Clubhouse Drive, Chestnut Ridge shall be improved from the North edge of the pavement of Clubhouse Drive; thence North, a distance of 762 ft ending with a cul-de-sac, as follows: both edges of a 50-ft right- of-way, 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 21- 0" 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) and 1&1/2" thick with primeon an 8" thick sand clay base course foundation, 20-ft in width. 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. 1 2 Ord No 3'6_ C'= g 'Via � ZE — CL� O a 1 6LW Ow o(' 5) Cedar Pointe shall be improved from the South edge of the pavement of Clubhouse Drive; thence Southerly ending at a cul-de-sac, a distance of 779 ft, as follows: both edges of a 50- ft right-of-way, 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 611 thick and the gutter to be 21-0" 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 1&1/211 thick with prime on an 811 thick sand clay base course foundation, 20-ft in width. 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 611 fire hydrants. 6) North Creek Circle shall be improved from the West edge of the pavement of Clubhouse Drive; thence Westerly ending at a cul-de-sac, a distance of 237 ft, as follows: both edges of a 60-ft right-of-way, 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 21-011 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 1&1/211 thick with prime on an 811 thick sand clay base course foundation, 20- ft in width. 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 611 fire hydrants. 7) Mockingbird Lane shall be improved from the West edge of the pavement of Clubhouse Drive, thence Southwesterly ending at a cul-de-sac, a distance of 761 ft, as follows: both edges of a 60-ft right-of-way, 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 611 thick and the gutter to be 21-011 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 1&1/211 thick with prime on an 811 thick sand clay base course foundation, not less than 20-ft in width. 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 611 fire hydrants. 8) Sweetwater Lane shall be improved from the West edge of the pavement of Clubhouse Drive; Thence Westerly ending at a cul-de-sac, a distance of 639 ft, as follows: both edges of a 60-ft right-of-way, 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 21-011 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 1&1/211 thick with prime on an 811 thick sand clay base course foundation, 20-ft in width. 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 611 fire hydrants. 9) Beaver Dam Road shall be improved from the North end of Clubhouse Drive, thence Westerly a distance oT733 ft, as follows: both edges of a 60-ft right-of-way, 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 611 thick and the gutter to be 21-0t1 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 1&1/211 thick with prime on an 811 thick sand clay base course foundation, 241 in width. 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 611 fire hydrants. This ordinance shall take effect immediately upon its due adoption and publication as reauired by law. ADOPTED THIS e4Z DAY OF At t j , City C1 k 1993. elm Jam s P. Nix, Mayor N