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Jordan, Water
20) Note on plans that the backflow preventor shall be inspected by
Department, 833- 9630.
CDS DeDartmentlZonina Division comments
1) Site Plan Drawings:
to address
a. The four parking spaces as shown off-site are not the optimum way
attached to the property
the parking issue. These are not in any way physically
The site plan does not show
and are not connected by a sidewalk.
What would be preferable is a cross-
egress/ ingress to the parking spaces.
access easement recorded between the adjacent properties. This would allow
site ( 8 spaces), so it
for a 10% reduction of the required parking spaces on
4 off-site However, if additional
would not be necessary to provide the spaces.
are desired on the adjacentproperty, they would be accessed through
spaces
the cross-access easement.
and this is not
b. The north side perimeter buffer is required to be landscaped
shown on the conceptual landscape plan.
c. A sidewalk must be constructed along First Street.
2) Architectural Drawings:
a. The fa~ade fronting Miracle Strip Parkway lacks windows
or other pedestrian-
friendlyelements required by the Urban Master Plan.
Public Works DeDartmentlEnaineerina Division comments
SW.
1) The official address for the development is 3 Miracle Strip Parkway
vacated by ordinance, was
2) The west 15 feet of the property that was an alley,
Show this easement on
retained as an easement by the City for utility purposes.
all plan views.
Portions of the proposed motel and storage building
encroach into the mentioned
3)
no encroachments into the
easement. Please revise their locations so there are
easement.
views.
4) Please show the Bass Avenue intersection on the plan
in the such as NGVD' 29.
5) Please identify the vertical datum used plan,
6) According to Section 20. 755 of the City' s Land Development Code, 5 foot wide
of- of First Street.
public sidewalk is required along the right- way
7) An easement to the City may be required
for the sidewalk and utilities along First
a legal description, prepared by
Street. The developer is responsible for providing
of the that is needed for the easement.
a registered land surveyor, property
Regular Council 8- 8- 06
280
SITE PLAN APPROVAL - LA QUINT A & SUITES HOTEL cont.
8) A Letter of Credit to the City may be
required for the sidewalk and utilities along
First Street. The developer is responsible for providing a
legal description,
prepared by a registered land surveyor, of the property that is needed for the
easement.
9) Handicap ramps for sidewalks shall be constructed at raised curbs, according to
the latest Florida Accessibility Code. Be sure the 2% maximum cross
slope can be
met at both driveway connections. i
10) Please remove the 5 to 7 foot wide concrete
apron/ curb along the roadway of First
Street, adjacent to the property; and install a flat concrete curbing at the new
driveway connection along the edge of existing asphalt. This will improve the look
of the existing edge of roadway, provide more room for sidewalk, and
provide a
visual separation for traffic control between the
roadway and the driveway.
11) Increase the radii at the driveway connection to First Street to at least 20
feet.
12) Close the existing driveway connections that are not to be utilized
by the new
development, matching the existing street curb.
13) Please explain the association of the
parking spaces along First Street, west of the
property, with this development.
14) The Florida Department of Transportation ( DOT) must be notified of all
work along
a State Road. Contact the DOT asset manager, VMS, at (850) 678- 2993. If a
permit
is required from DOT, notice of approval shall be
provided to the City prior to the
issuance of a building permit.
15) The clearance through the gates of the
dumpster enclosure shall not be less than
10 feet 6 inches. This must be specified on the
plans.
Utilities Department/Environmental comments
1) Site is greater than 1 acre and will
require NPDES permit from FDEP.
2) City request copies of all
necessary permits ( Stormwater Management, NPDeS
etc.) from the FDEP be submitted to Environmental
Specialist.
3) A section view of the retention pond needs to show sides
slopes no greater than
4: 1 on sheet 4 of 9 Conceptual
Grading & Drainage.
4) Utilities Operation
Manager will provide standard notes, add those
please to the
plan set.
Utilities Department comments
1) Please verify that the water and wastewater demands listed on
the Concurrency
Forms are correct and applicable to the
development. Any required changes can
be made and the forms can be resubmitted.
2) There is a 6" cast iron water main available on the north side
of First Street and an
8"/ 12" water main available the north
along side of Miracle Strip Parkway for any
required water service connections. The plans do not indicate any
existing or
proposed water service connections. Any proposed water services should be
identified on the plans, including the size of the
tap, location and size of the meter,
and location and type of backflow preventer. If
any existing water services are to
be used, they shall also be identified on the
plans.
The sizes and locations of
existing water mains and appurtenances shall be It
verified and shown on the plans prior to approval of this
development.
3) According to office
drawings, there is an existing 8" terra cotta sanitary sewer
gravity main available on the north side of Miracle Strip Parkway. There is also an
existing manhole near the west property line ( MH #555) available. The plans do not
show any existing or proposed
sanitary sewer connections. The use of any
existing or proposed sewer laterals shall be indicated on the plans, including
location of the connection, pipe size, pipe material,
upstream and downstream
invert elevations, and slope.
The sizes and locations of the
existing sanitary sewer main and manholes shall be
verified and shown on the plans prior to
approval of this development.
8- 8- 06
Regular Council 281
HOTEL cont.
SITE PLAN APPROVAL - LA QUINT A & SUITES
4) Backflow preventers are required on all water service lines and shall be installed
be installed in a right-of-way or easement.
