APPLICATION
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Re: BROWN/BRISBEN COMPANIES
BOYNTON BEACH PROPERTY
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EXHIBIT "A"
COMPOSITE INDEX
SURVEY/O'BRIEN, SUITER & O'BRIEN, INC.
Recertified March 3, 1987 Order No. 83-345db
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LEGAL DESCRIPTION - OWNERSHIP INTERESTS
. DEED
Prior Title Policy
INVESTMENT TRACT
KRAUS TRACT
SUB-PARCEL "W-l"
C-934629
FlORIDA POWER & LIGHT Easements, 1 and 2
QUIT CLAIM DEED - Venetian Isle Lots
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Page Four.
4. PROJECT NAME:
SITE PLAN MODIFICATIONS
AGENT:
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DESCRIPTION:
5. PROJECT NAME:
AGENT:
OWNER:
LOCATION:
DESCRIPTION:
6. PROJECT NAME:
AGENT:
OWNER:
LOCATION:
DESCRIPTION:
D. Comments by Members
E. Adjournment
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Catalina Centre Plat No. 1
Kimberly Dellastatious
Currie, Schneider Associates, P.A.
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, Walboyn, I!c. "'. ., ~
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.. North Congress AV~nue.' at Boynton
Canal, northwest corner
Request for approval of an amended
site plan to allow for a change in
building layout and design for the
Plat No. 1 hotel
Mariner's Way
.
Frederick Vecchione
First Oxford Development Corporation
Federal Highway at N.E. 12th Avenue,
east side
Request for approval of an amended
site plan to allow for the addition
of a swimming pool
Centrust Savings Bank at
Oakwood Square Shopping Center
Edward W. Duggan, Project Engineer
Oakwood Square Associates
North Congress Avenue at Old
Boynton Road, southeast corner
Request for approval of an amended
site plan to allow for the
construction of a 2,944 square foot
branch bank building with drive-thru
facilities at a leased outparcel
located on the north side of the
main shopping center driveway
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c. Pumper 0ntrol devices shall normally be sized based on a design
discharge of 20 percent of the detention volume in one day.
3.2.4.3 Dry retention/detention areas (not applicable to natur~l or mitigation
wetland areas):
a. Dry retention/detention are~s shall have mechanisms for returning the
groundwater level in the area to the control elevation.
b. Mosquito control ditches or other appropriate features for such
purpose, shall be incorporated into the design of dry retention/detention areas.
c. The design of dry retention/detention areas shall incorporate
considerations for regular maintenance and vegetation harvesting procedures.
3.2.4.4 Wet Retention/Detention Areas
3.2.4.4.1 Dimensional Criteria (as measured at or from the control elevation).
a. Area - 0.5 acre minimum
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)a b. Width - 100 feet minimum for linear areas in excess of 200 feet length.
Irregular shaped areas may have narrower reaches but should average at least 100
feet. (Note: Area and width requirements may be waived for project to be
operated by single owner entities or entities with full time maintenance staffs
with an obvious interest in maintaining the areas for water quality purposes,
e.g. golf courses.)
c. Depth - A minimum of 20 percent of the area shallower than 6 feet is
required up to 2.5 percent of the project waterbody and contributing area
(including side slopes), and 25 to 50 percent of the area deeper than 12 feet is
desirable.
d. Side slopes - for purposes of public safety, water quality enhancement
and maintenance, all wet retention/detention areas should have side slopes no
steeper than 4:1 (horizontal:vertical) out to a depth of two feet below the
control elevation, or an equivalent substitute. Sideslopes should be topsoiled,
etc.nurtured or planted from 2 feet below to 1 foot above control elevation to
promote vegetative growth. Littoral zone vegetation growth survival shall be a
consideration of operation permit issuance.
e. Bulkheads - Bulkheads may be allowed for no more than 40 percent of the
shoreline length, but compensating littoral zone must be provided.
3.2.4.4.2 Support Facility Design Criteria:
a. Perimeter maintenance and operation easements of 20 feet (minimum
preferable) width at slopes no steeper than 4:1 (horizontal:vertical) should be
provided beyond the control elevation water line.
b. Control elevations should be no higher than 2 feet below the minimum
road centerline elevation in the area served by the control device in order to
protect the road subgrade.
B-20
LOCA T\ON MAP
CASA BLANCA APARTMENTS
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