HomeMy WebLinkAboutO-926INITIAL IMPROVEMENT ORDINANCE NO. fZ
AN ORDINANCE TO PROVIDE CERTAIN STREET AND SANITARY
SEWER IMPROVEMENTS IN ROCK CREEK, A PLANNED UNIT DEVELOPMENT,
WOODLANDS AT FAIRHOPE, & GREENBRIER SUBDIVISION;
ESTELLA DRIVE AND COLONIAL ACRES SUBDIVISION
MEC PROJECT NO. 1475-001
Be it ordained by the CITY COUNCIL of the CITY OF FAIRHOPE, ALABAMA, as
follows:
SECTION 1: - That the following described pump stations and force mains
shall be constructed as hereinafter provided between the respective terminal
points hereinafter set forth:
(a) Pump Station No. 1 shall be constructed on Rock Creek Parkway in Rock
Creek, A Planned Unit Development, and an 8" force main shall be laid
from Pump Station No. 1 Westerly along Rock Creek Parkway to U.S.
Highway #98, thence Southerly, a distance of 6800 feet along U.S.
Highway #98 to Pump Station No. 2 in Woodlands at Fairhope. A 10"
force main shall be laid from Pump Station No. 2 Southwesterly
crossing U.S. Highway #98 to Scenic Highway #98; thence southwesterly
along Scenic Highway #98 to the existing Rosa Street pump station, a
distance of 6440 feet.
SECTION 2: - That the following described streets in the City of Fairhope,
Alabama, shall be improved as hereinafter provided between the respective
terminal points hereinafter set forth:
(a) Greenbrier Subdivision:
1) Greenbrier Lane shall be improved from the West edge of pavement
of Blue Island Avenue to, and including, the turnaround at its
South end, a distance of 746 feet as follows: both edges of a
50-foot 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'-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 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; precast concrete
manholes with cast iron covers, sewer lines, house laterals, water
mains with service connections, water meters, and 6" fire
hydrants.
(b) Woodlands at Fairhope:
1) Woodlands Drive (the entrance) shall be improved including a left
turn crossover on Highway #98, connecting turn lanes into and from
Highway #98, direct straight connection to Highway #98 at the
intersection, and a boulevard with 2 lanes on each side running
Eastwardly from Highway #98, a distance of 1020 feet as follows:
the turn lanes will be 14 feet total width with concrete curb and
gutter on one side where abutting Highway #98 and 15'-4" total
width in other areas with concrete curb and gutter on both sides,
the boulevard section will consist of 2 lanes on each side of a 57
foot wide median, the total width of each 2 lane side will be 24
feet: both edges of a 50-foot 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'-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 M/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; precast
concrete manholes with cast iron covers, sewer lines, house
laterals, water mains with service connections, water meters, and
6" fire hydrants.
2) Wedaewood Circle, a cul-de-sac shall be improved from the North
line of the pavement on Woodlands Drive, to and including, the
turnaround at the North end of Wedgewood Circle, a distance of 498
feet as follows: the roadway shall be 25 feet wide: both edges
of a 50-foot 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'-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 M/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; precast concrete
manholes with cast iron covers, sewer lines, house laterals, water
mains with service connections, water meters, and 6" fire
hydrants.
3) Woodcove Drive shall be improved from the South line of the
pavement on Woodlands Drive to the North line of the Pavement on
Pinetop Circle, a distance of 403 feet as follows: the roadway
shall be 25 feet wide: both edges of a 50-foot right-of-way, the
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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 M/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; precast concrete manholes with cast iron
covers, sewer lines, house laterals, water mains with service
connections, water meters, and 6" fire hydrants.
4) Pinetop Circle West, a cul-de-sac, shall be improved from the
centerline of Woodcove Drive to the end of, and including, the
turnaround, a distance of 397 feet, as follows: the roadway shall
be 25 feet wide: both edges of a 50-foot 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'-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 M/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; precast concrete manholes with cast iron
covers, sewer lines, house laterals, water mains with service
connections, water meters, and 6" fire hydrants.
5) Pinetop Circle East, a cul-de-sac, shall be improved from the
centerline of Woodcove Drive to the end of, and including, the
turnaround, a distance of 285 feet, as follows: the roadway shall
be 25 feet wide: both edges of a 50-fo6t 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'-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 M/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; precast concrete manholes with cast iron
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covers, sewer lines, house laterals, water mains with service
connections, water meters, and 6" fire hydrants.
(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 U.S. Highway #98; thence Easterly, a distance of
1685.6 feet to its intersection with the West edge of the pavement
of Clubhouse Drive, as follows: the pavement varies from 68 feet
wide (with a median) to 24 feet 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'-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 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; precast
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 Northwesterly 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 intersection with Beaver Dam Road, a distance
of 2867 feet, as follows: both edges of a 60-foot 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'-6" 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. 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 feet, as follows: both edges of a 60-foot right-of-way, the
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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 M/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, 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 feet ending with a cul-de-sac, as follows: both edges of
a 50-foot 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'-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 M/2" thick with primeon 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.
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 feet, as follows: both edges of a 50-foot
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'-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 M/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, sidewalks, and drop inlets; precast concrete manholes
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with cast iron covers, sewer lines, house laterals, water mains
with service connections, water meters, and 6" 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 feet, as follows: both edges of a
60-foot 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'-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 M/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, 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.
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 feet, as follows: both edges of a
60-foot 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'-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 M/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, 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.
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 feet, as follows: both edges of a
60-foot 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'-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 M/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, 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.
9) Beaver Dam Road shall be improved from the North end of Clubhouse
Drive; thence Westerly, a distance of 933 feet, as follows: both
edges of a 60-foot 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'-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 M/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, 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.
(d) Fairhope Single Tax Corp:
1) Estella Drive shall be improved from the east edge of pavement of
Ingleside Avenue to the west edge of pavement on us 98 (Green
Road) a distance of 1315 feet as follows: both edges of a 60-foot
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'-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 M/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, 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.
(e) Colonial Acres Subdivision:
1) Washington Drive West shall be improved from its intersection with
Bon Secour Avenue; thence easterly to its intersection with
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Hancock Road a distance of 1839 feet, said improvements shall
include sewer lines, manholes and house laterals.
2) Washington Drive shall be improved from its intersection with
Alabama Highway 104; thence southerly to its intersection with
Washington Drive West a distance of 560 feet, said improvements
shall include sewer lines, manholes and house laterals.
3) Cherry Court shall be improved from its intersection with
Washington Drive West, thence northerly to the center of cul-de-
sac a distance of 350 feet, said improvements shall include sewer
lines, manholes and house laterals.
4) Colonial Drive shall be improved from its intersection with
Alabama Highway 104, thence southerly crossing Washington Drive
West to the center of a cul-de-sac a distance of 1100 feet, said
include sewer lines, manholes and house laterals.
5 ) Hancock Road shall be improved from its intersection with Colonial
Drive thence easterly and southerly to its intersection with US 98
(Green Road), a distance of 1620 feet, said improvements shall
include sewer lines, manholes and house laterals.
6) Lafayette Street shall be improved from its intersection with
Hancock Road; thence easterly and southerly to its intersection
with Hancock Road at US 98 (Green Road) , a distance of 1110 feet,
said improvements shall include sewer lines, manholes and house
laterals.
SECTION 3: - That the full details, drawings, plans, specifications and
surveys of the above described work and estimates which have been prepared
and or reviewed by Moore Engineering Company Incorporate, who has been duly
designated and appointed City Engineer by this Council, have been fully
considered and studied by this Council and hereby are adopted. Said details,
drawings, plans, specifications, surveys and estimates shall be immediately
placed on file in the office of Moore Engineering Company Incorporate where
property owners who may be affected by such improvements may see and examine
the same.
SECTION 4: - That the improvements hereinabove described shall be made in
accordance with the grades to be established by ordinance and according to
the full details, drawings, plans, specifications and surveys of said work
and estimates herein adopted, all under the supervision of the City Engineer.
SECTION 5: - That the cost of construction 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 intersection 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 feet from any
intersection so improved.
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(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
street, avenue or other highway shall be assessed in fair
proportion 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 6: - That the City Council shall meet on the 2 9 th
day of MARCH , 1993, at 5:00 o'clock P M.
at the City Hall in the City of FAIRHOPE 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 7: - This ordinance shall be published once a week for two
consecutive weeks in the Eastern Shore Courier, a newspaper published and of
general circulation in the City of Fairhope, Alabama, the dart@ of the first
publication to be not less than two weeks before the 2 9 day of
MARCH , 1993.
SECTION 8: - A copy of this ordinance shall be sent by registered mail,
postage prepaid, to the persons last assessing for City taxation the property
which may be assessed for said improvements, at their last known addresses,
said noticestto be so mailed by the City Clerk not less than ten days prior
to the 2 9 day of MARCH , 1993.
SECTION 9: - This ordinance shall be affective upon its duly adoption and
publication as required by law.
ADOPTED THIS llth DAY OF MARCH, 1993.
Of
Mayor
<�JJames P. Nix
SEAL O
Attest:
Cit Clerk
Evelyn P. Phillips
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