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Fort Walton Beach Council agenda — 09-12-2006 (regular) — reading text
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Kendrick David Dowling Architects, Inc.
project #0601, dated 5/ 25/ 06).
1. Prior to Issuance of a building pennit:
a. A landscape plan
prepared by a professional landscape architect or nurseryman must be
submitted and approved by CDS staff. The plan must
comply with all applicable
regulations in Section 12. 71 of the LDC. Design for an irrigation system with a well must
be provided.
b. The plans must address all applicable items submitted
by Public Works/ Engineering,
Utilities, CDS, and Building Inspections departments/ divisions in memorandums
distributed at the July 11, 2006 DRC meeting, ( as follows):
CDS Department - Inspection Division comments:
1) Three sets of construction plans and five site/ civils shall be submitted.
2) A switched disconnect shall be provided for the what heater.
3) A hi - 10 water fountain shall be provided.
4) An as built survey shall be provided after slab inspection.
5) Provide geotechnical analysis and compaction tests results.
6) Indicate flood zone.
7) Indicate backflow preventor.
8) Show electrical bonding of all metal
piping and etc.
9) Show smoke detectors ( if applicable with code requirements).
10) Recommend emergency lighting in restrooms.
11) Indicate termite treatment
12) Show water hammer arrestors.
13) Show physical attachment of ale units.
14) Impact glass required.
15) An as built survey will be required after slab inspection.
16) Require a final letter of approval from engineer and architect.
17) Engineer shall verify all hurricane connectors.
18) Show draftstopplng in attic area.
19) Show insulation R values.
Public Works Department - Enaineerina Division comments:
1) The official address for the development Is 253 Miracle
Strip Parkway SE.
2) Add " DO NOT ENTER" signs at the exit drives and an arrow
marking at the entrance
drives.
3) The radII at the driveway connections onto Florida Blanca Place must be increased to 20
feet.
4) A Letter of Credit to the City of Fort Walton Beach will be required for the Installation of
the proposed sidewalk within the right-of- way of Florida Blanca Place. The Letter of
Credit will be released after completion of sidewalk Is approved by the Public Works
Department
5) Handicap ramps for sidewalks shall be constructed at raised curbs, according to the latest
Florida Accessibility Code.
6) Type of sanitation pickup service requested must be specified. Service may be by
automated cans for individual use or dumpster for shared or commercial use.
Automated cans must be able to be placed within 2 feet of the curb with at least 3 feet of
clearance around each can and accessible to the right side ofthe truck. Automated cans
must be stored In a location where they are screened from the street.
11
Regular Council 8- 22-06
SITE PLAN APPROVAL- HOLLIS REAL TV OFFICE BUILDING cont
If a ..~ ~ t~" j provided, a site for the dumpster must be shown on the plan at a
localioA L provIdes easy access and departure of a garbage truck with no overhead
in t~ vicinity of the pickup point. The current layout of the drives within the
CllilWelopment cannot be maneuvered by the sanitation trucks. Contact Joe Menda or Jerry
Gunn at (~50) 833- 9654 to discuss specifics regarding the dumpster location.
7) If a dumpster is to be provided, the dumpster must be screened from the street. The
clearance through,the gates ofthe enclosure shall not be less than 10 feet 6 inches. This
must be spe~lfied 0" ttle plans. "
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CDS Department comments;
1) On the site plan, show please
one-way arrows on the drives.
2) The fa~adef~~ing Flo,rlda Blanca Place has the appearance of the " back" of the building.
Please add some features that will make this look less like the rear of the building and
give It some sort of "pedestrian" face as seen from Florida Blanca Place.
3) Parking:
a. In the site data table, please indicate that the required parking is 10 spaces ( 1
space/ 400 s. f.).
Utilities Department comments:
Cover sheet:
1) Please add an approval block for the Utilities Department on the Cover Sheet.
2) Please add the contact information for Okaloosa County Water and Sewer to the Utility
Companies list on the Cover Sheet.
Utility Plan:
1) The Utility Plan shows a proposed 2" water service connection to an existing 6" water
main within the western right-of- way of Florida Blanca Place.
a. The City shall be responsible for making the 2" water tap, installing the 2" water
service line to the right-of- way, and Installing the 2" water meter and meter box. The
water meter shall be installed within the righto- f- way or easement.
b. The Developer shall be responsible for installing the backftow preventer on private
property and the water service line from the right-of- way to the building.
c. An existing 16" water main owned and maintained by Okaloosa County Water and
Sewer should be located and shown on the plans. The 16" water main lies within the
eastern right-of- way of Florida Blanca Place. Prior to construction, OCWS should be
contacted at ( 850) 651- 7176. A note shall be placed on the Utility Plan to warn the
Contractor of the 16" water main.
d. - There are two existing backflow preventers shown on the plans. During construction,
all possible measures should be taken to avoid damaging the backflow preventers.
e. Water Meters are to be accessible to the meter readers and shall be installed .in a
grassed area, not a parking space or driveway.
f.The Contractor shall coordinate all water main installation with the Utilities Operations
Manager at (850) 833-9613.
2) The Utility Plan shows a proposed 4" sanitary sewer lateral connecting to an existing 8"
terra cotta sewer main lying along the centerline of Florida Blanca Place. The 8" sewer
main was lined In place in January 1993. However, there are three available stub-outs that
could be utilized to provide the required sewer service: the first stub-out lies 23' north of
MH # 124 (TBM # 2);the second stub-out lies 61' north of MH # 124; and the third stub-out
lies 122' north of MH # 124. Please verify the location ofthese stub-outs and show them
on the Utility Plan.
a. The Developer shall be responsible for installing all onsite sewer piping and making
the required connection to the existing sewer system.
b. An existing 16" sanitary sewer force main owned and maintained by Okaloosa County
Water and Sewer should be located and shown on the plans. The 16" sewer force
main lies within the western righto- f- way of Florida Blanca Place. Prior to
construction, OCWS should be contacted at (850) 651- 7176. A note shall be placed on I
the Utility Plan to warn the Contractor of the 16" force main. I
i
J
12
Regular Council 8- 22-06
SITE PLAN APPROVAL- HOLLIS REALTV OFFICE BUILDING cont
c. A sanitary sewer cleanout shall be installed near the building in addition to one at the
right-of- way line.
d. The Contractor shall coordinate the sewer installation with the Utilities Operations
Manager at (850) 833-9613.
3) For the proposed water service line, please indicate the pipe material and length of the
proposed piping on the Utility Plan.
4) For the proposed sewer lateral, please indicate the pipe material, length, and slope.
5) A backflow preventer is required on all water service lines and shall be installed on private
property. The locations of the backflow preventer shall be shown on the Utility Plan.
Connection and Impact fees:
1) Water and sewer Impact fees shall apply to all units of the development. 1, 000 ff Office
Building = 0. 35 ERCs.
Based on the square footage of the development, the estimated total number of ERCs for
this development Is 1. 37.
Water is $700 per ERC and sewer is $807 per ERC.
The estimated water impact fees are $ 959, and the estimated sewer impact fees are
1, 105.59.
2) Based on the required water and sewer connections, the estimated water and sewer
connection fees are as follows:
2" water tap and meter = $1, 000; 4" sanitary sewer = $600
These fees do not include any other incidentals that may be required to connect to the
existing water and sanitary sewer systems.
Grading and Drainage Plan:
1) On the first page of the Stormwater Management Plan, the parcel is actually located in
Section 24, not Section 14.
2) In the Drainage Facility Design section, the total storage capacity is listed as 2, 137 cubic
feet. However, when discussing the FDEP and City of Fort Walton Beach storage
requirements, the capacity is listed as 2, 583 cubic feet. Please verify the drainage
calculations and resubmit the Stormwater Management Plan.
3) The percolation test was performed at the location of the proposed building. A new
percolation test should be performed at the location of the proposed retention pond.
However, ifthe Soil Survey data for Mandarin soli is used for permeability design rates (3
minutes per inch to 10 minutes per inch), the worst case scenario of 10 minutes per inch
should be used In the design.
Miscellaneous:
1) The development must meet FDEP environmental regulations and FDOT standards for
sediment and soil erosion control. Sediment and erosion control measures shall be
shown on the Demolition Plan. The proposed sediment and erosion control measures
shall be installed prior to commencement of any demolition of existing building(s) or
