DEVELOPMENT REVIEW COMMITTEE 3074 NE 33 AVE - PARKING ...

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DEVELOPMENT REVIEW COMMITTEE 3074 NE 33 AVE - PARKING REDUCTION Table of Contents: 1 Land Use and Zoning Map 2 Plat 3 Survey 4 Site Plan

Transcript of DEVELOPMENT REVIEW COMMITTEE 3074 NE 33 AVE - PARKING ...

DEVELOPMENT REVIEW COMMITTEE

3074 NE 33 AVE - PARKING REDUCTION

Table of Contents:

1 – Land Use and Zoning Map

2 – Plat

3 – Survey

4 – Site Plan

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Zaim & Kristina Hoxha
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433 Bayview Place, Gahanna, OH 43230
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Nectaria M. Chakas, Lochrie & Chakas, P.A.
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1401 E. Broward Blvd., Suite 303, Fort Lauderdale, FL 33301
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(954) 779-1119
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3074 NE 33 Ave Parking Reduction
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3074 NE 33 Avenue
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South 1/2 of Lot 2, Blk 27, Lauderdale Beach Ext Unit B, Plat Book 29, Page 22
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494330031390
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Parking reduction for existing restaurant and termination of existing offisite parking agreement recorded in ORB 18326 Page 668
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None
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Commercial Same
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CB Same
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Restaurant/Bar Restaurant/Bar
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None
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N/A
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2,600 Same
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1,750 Same
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None 2,600 sf 0.05 acre
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N/A N/A
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None 20' x 130'
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120' ------ 1
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95'
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None N/A
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None 67%
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18 (under today's code) 8 spaces at time of construction 0 (per parking reduction)
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5' 0' (lgeal nonconforming)
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None 0'
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None 0'
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15' 35'
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ADDRESS:3074 NE 33RD AVE, FORT LAUDERDALE, FL 33308

LEGAL DESCRIPTION:THE SOUTH 1

2 OF LOT 2, BLOCK 27, LAUDERDALE BEACH EXTENSION UNIT B ACCORDING TOTHE PLAT THEREOF, AS RECORDED IN PLAT BOOK 29, PAGE 22, OF THE PUBLIC RECORDS OFBROWARD COUNTY, FLORIDA.

*OWNER HAS CONCURRENTLY SUBMITTED A PARKING REDUCTION APPLICATION PURSUANT TO ULDR SEC.47.20.3.A.5.C. WHICH PROVIDES THAT A PARKING REDUCTION MAY BE GRANTED WHEN “THERE IS A PUBLIC PARKINGFACILITY WITHIN SEVEN HUNDRED (700) FEET OF THE PARCEL WHICH THE PARKING IS INTENDED TO SERVE ALONG ASAFE PEDESTRIAN PATH AS DEFINED BY SECTION 47-20.4, WHICH SPACES MAY BE USED TO PROVIDE PARKING FORAPPLICANT'S PROPERTY WITHOUT CONFLICT WITH THE NEED FOR PUBLIC PARKING BASED ON A REPORT BY THEDEPARTMENT WHICH INCLUDES A REPORT BY THE CITY'S DIRECTOR OF PARKING SERVICES AND CITY ENGINEER.”

SITE PLAN INFORMATION:

SITE DATA INFORMATION:

CURRENT USE OF PROPERTY

PROPOSED USE OF PROPERTY

LAND USE DESIGNATION

ZONING DESIGNATION

TOTAL SITE AREA (SF/ACRES)

BUILDING SQUARE FOOTAGE

NUMBER OF STORIES

LOT COVERAGE

OPEN SPACE

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SETBACK TABLE:

FRONT (WEST)

REAR (EAST)

SIDE (NORTH)

SIDE (SOUTH)

REQUIRED PROVIDED

5'

15'

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NONE

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35'

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PARKING DATA:

RESTAURANT 1,750 SF @ 1 SPACE PER 100 SF

LESS DISCOUNT OF 1 SPACE PER 1000 SF OFPLOT AREA FOR GALT OCEAN PROPERTIES

PER ULDR SEC. 47-20.3.D.2PLOT AREA = 2,600 SF @ 1 SPACE PER 1,000 SF

RESTAURANT / BAR (EXISTING)

SAME - RESTAURANT / BAR

COMMERCAL

B-1

2,600 S.F. / 0.05 ACRE

1,750 SF

1 STORY

67.3 %

32.7 %

795 SF

TOTAL REQUIRED:

TOTAL PROVIDED:

17.5 SPACES

17.5 - 2.6 SPACES

15 SPACES

0 SPACES PROVIDED PER PARKINGREDUCTION REQUEST*

IMPERVIOUS AREA 97.8 %

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THIS DOCUMENT HAS BEEN DIGITALLYSIGNED AND SEALED BY STEPHEN F. BOTEK,P.E. ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARENOT CONSIDERED SIGNED AND SEALED ANDTHE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

November 3, 2020

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1401 EAST BROWARD BOULEVARD, SUITE 303

FORT LAUDERDALE, FLORIDA 33301 EMAIL: [email protected]

DIRECT LINE: 954.779.1123 FAX: 954.779.1117

Owners: Zaim Hoxha and Kristina Hoxha Property Address: 3074 NE 33rd Avenue – Just 1 More Tavern Prepared by: Nectaria M. Chakas, Esq.

November 5, 2020 Parking Reduction Application

Applicants are the owners of the property located at 3074 NE 33rd Avenue (the “Property”) see highlighted property in red on aerial below. The Property currently has a 1,750 sf building which is used as a restaurant/bar (see property highlighted in red on the aerial below). The building was constructed in 1962 and historically has been used as a food service establishment. In 1991, the previous owners converted the building from a take-out only establishment to a sit down restaurant. This change of use triggered the need to provide additional parking. Since there was no additional parking on site, the owners entered into Offsite Parking Agreement (ORB 18326 Pg 668) to provide the required parking on the parcel located at the corner of NE 33rd Avenue and NE 30th Street (see property highlighted in blue on the aerial below).

Recently however, the owner of the offsite parking lot, received site plan approval for a new Publix and they now wish to terminate the Offsite Parking Agreement. Since the Publix site is linked to the restaurant site for parking purposes, the agreement cannot be terminated unless the restaurant parking is (1) accommodated on another property via a new parking agreement, or (2) a parking reduction is granted by the City. Since 1991, a new public parking garage was constructedas part of the Bridgeside Square/Tides development located directly across the street from the restaurant (see property highlighted in yellow on aerial

above). The parking garage is significantly under-utilized and under these circumstances, the most logical approach to terminate the Offsite Parking Agreement is to request a parking reduction. Pursuant to ULDR Sec. 47.20.3.A.5.c. a parking reduction may be granted when:

[T]here is a public parking facility within seven hundred (700) feet of the parcel which the parking is intended to serve along a safe pedestrian path as defined by Section 47-20.4, which spaces may be used to provide parking for applicant's property without conflict with the need for public parking based on a report by the department which includes a report by the city's director of parking services and city engineer.

The required parking for the restaurant is 15 parking spaces under today’s code. The City’s parking garage has 504 publicly available parking spaces and is located approximately 331’ from the restaurant use. The Applicant is requesting a 100% parking reduction to allow all parking to be accommodated in the City’s parking garage. The required/provided parking breakdown is provided below.

PARKING DATA:

Restaurant 1,750sf @ 1 space per 100 sf 17.5 spaces Less discount of 1 space per 1,000 sf of plot area for

Galt Ocean properties per ULDR Sec.47- 20.3.D.2 Plot area = 2,600 sf @1 space per 1,000sf

- 2.6 spaces

TOTAL REQUIRED: 15 spaces TOTAL PROVIDED: 0 spaces provided per parking

reduction request* Publicly available parking within 700 feet of the

City Parking Garage: 504 publicly available

parking spaces Concurrent with this parking reduction application, the Applicant is submitting a parking study prepared by Suzanne Danielsen, P.E. of DC Engineers, Inc. dated November 3, 2020 which further supports the availability of public parking to serve the restaurant use.

Respectfully submitted,

Nectaria M. Chakas, Esq.

Attachments: 1 – Parking Study prepared by DC Engineers, Inc. dated 11/3/2020 2 – Adequacy Requirements 47-25.2 3 – Offsite Parking Agreement (to be terminated)

1401 EAST BROWARD BOULEVARD, SUITE 303

FORT LAUDERDALE, FLORIDA 33301 DIRECT DIAL: 954.779.112

EMAIL: [email protected] MAIN PHONE: 954.779.1119

FAX: 954.779.1117

Page 1 of 8

Site Address/Request: 3074 NE 33rd Avenue/Parking Reduction Zoning District: B-1 Prepared by: Nectaria M. Chakas, Esq.

November 5, 2020

ADEQUACY REQUIREMENTS NARRATIVE

Sec. 47-25.2. Adequacy requirements.

A. Applicability. The adequacy requirements set forth herein shall be used by the city to evaluate the demand created on public services and facilities created by a proposed development permit.

B. Communications network. Buildings and structures shall not interfere with the city’s

communication network. Developments shall be modified to accommodate the needs of the city’s communication network, to eliminate any interference a development would create or otherwise accommodate the needs of the city’s communication network within the development proposal.

Response: This application involves an existing 1-story building. Communication interference is not an issue.

C. Drainage facilities. Adequacy of stormwater management facilities shall be evaluated based upon the adopted level of service requiring the retention of the first inch of runoff from the entire site or two and one-half (2 ½) inches of runoff from the impervious surface whichever is greater.

Response: This application involves an existing restaurant and parking reduction to allow termination of an existing offsite parking agreement. There are no changes proposed to the site.

D. Environmentally sensitive lands. 1. In addition to a finding of adequacy, a development shall be reviewed pursuant to

applicable federal, state, regional and local environmental regulations. Specifically, an application for development shall be reviewed in accordance with the following Broward County Ordinances which address environmentally sensitive lands and well field protection which ordinances are incorporated herein by reference: a. Broward County Ordinance No. 89-6. b. Section 5-198(I), Chapter 5, Article IX of the Broward County Code of Ordinances. c. Broward County Ordinance No. 84-60.

2. The applicant must demonstrate that impacts of the proposed development to environmentally sensitive lands will be mitigated.

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Response: There are no environmentally sensitive lands on this site.

E. Fire Protection. Fire protection service shall be adequate to protect people and property in the proposed development. Adequate water supply, fire hydrants, fire apparatus and facilities shall be provided in accordance with the Florida Building Code, South Florida Fire Code and other accepted applicable fire and safety standards.

Response: The site will continue to utilize the existing fire protection services available in this area.

F. Parks and open space. 1. The manner and amount of providing park and open space is as provided in Section 47-

38A, Park Impact fees, of the ULDR. 2. No building permit shall be issued until the park impact fee required by Section 47-

38A of the ULDR has been paid in full by the applicant. Response: N/A

G. Police protection. Police protection service shall be adequate to protect people and property in the proposed development. The development shall provide improvements which are consistent with Crime Prevention through Environmental Design (CPTED) to minimize the risk to public safety and assure adequate police protection.

Response: No changes are proposed to the existing site.

H. Potable water.

1. Adequate potable water service shall be provided for the needs of the proposed development. The proposed development shall be designed to provide adequate areas and easements which may be needed for the installation and maintenance of potable water systems in accordance with city engineering standards, the Florida Building Code, and applicable health and environmental regulations. The existing water treatment facilities and systems shall have sufficient capacity to provide for the needs of the proposed development and for other developments in the service area which are occupied, available for occupancy, for which building permits are in effect or for which potable water treatment capacity has been reserved. Capital expansion charges for water and sewer facilities shall be paid by the developer in accordance with Resolution 85-265, as it is amended from time to time. Improvements to the potable water service and system shall be made in accordance with city engineering standards and other accepted applicable engineering standards.

2. Potable water facilities a. If the system is tied into the city treatment facility, the available capacity shall

be determined by subtracting committed capacity and present flow from design capacity. If there is available capacity, the city shall determine the impact of the proposed development utilizing Table 3, Water and Wastewater, on file with the department.

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b. If there is adequate capacity available in the city treatment plant to serve the proposed development, the city shall reserve the necessary capacity to serve the development.

c. Where the county is the projected service provider, a similar written assurance will be required.

Response: Watermains already exist adjacent to the site. There no changes proposed.

I. Sanitary sewer.

1. If the system is tied into the city treatment facility, the available capacity shall be determined by subtracting committed capacity and present flow from the design capacity. If there is available capacity, the city shall determine the impact of the proposed development utilizing Table 3, Water and Wastewater, on file with the department.

2. If there is adequate capacity available in the city treatment plant to serve the proposed development, the city shall reserve the necessary capacity to serve the proposed development.

3. Where the county is the projected service provider, a written assurance will be required. 4. Where septic tanks will be utilized, the applicant shall secure and submit to the city a

certificate from the Broward County Health Unit that certifies that the site is or can be made suitable for an on-site sewage disposal system for the proposed use.

Response: Sewer service already exists and is servicing the site. There no changes proposed.

J. Schools. For all residential plats, the applicant shall contribute to school facilities in accordance with the Broward County Land Development Code and shall provide documentation to the city that such contribution has been satisfied.

Response: N/A.

K. Solid waste. 1. Adequate solid waste collection facilities and service shall be obtained by the applicant

in connection with the proposed development and evidence shall be provided to the city demonstrating that all solid waste will be disposed of in a manner that complies with all governmental requirements.

2. Solid waste facilities. Where the city provides solid waste collection service and adequate service can be provided, an adequacy finding shall be issued. Where there is another service provider, a written assurance will be required. The impacts of the proposed development will be determined based on Table 4, Solid Waste, on file with the department.

Response: Owner contracts with a private waste collection company.

L. Stormwater. Adequate stormwater facilities and systems shall be provided so that the removal of stormwater will not adversely affect adjacent streets and properties or the public

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stormwater facilities and systems in accordance with the Florida Building Code, city engineering standards and other accepted applicable engineering standards.

Response: The stormwater system is not being modified with this request.

M. Transportation facilities. 1. The capacity for transportation facilities shall be evaluated based on Table 1,

Generalized Daily Level of Service Maximum Volumes, on file with the department. If a development is within a compact deferral area, the available traffic capacity shall be determined in accordance with Table 2, Flowchart, on file with the department.

2. Regional transportation network. The regional transportation network shall have the adequate capacity, and safe and efficient traffic circulation to serve the proposed development. Adequate capacity and safe and efficient traffic circulation shall be determined by using existing and site-specific traffic studies, the adopted traffic elements of the city and the county comprehensive plans, and accepted applicable traffic engineering standards. Site-specific traffic studies may be required to be made and paid for by the applicant when the city determines such a study is needed in order to evaluate the impacts of the proposed development on proposed or existing roadways as provided for in subsection M.4. An applicant may submit such a study to the city which will be considered by the DRC in its review. Roadway improvements needed to upgrade the regional transportation network shall be made in accordance with the city, the county, and Florida Department of Transportation traffic engineering standards and plans as applicable.

3. Local streets. Local streets shall have adequate capacity, safe and efficient traffic circulation, and appropriate functional classification to serve the proposed development. Adequate capacity and safe and efficient traffic circulation shall be determined by using existing and site-specific traffic studies, the city's comprehensive plan and accepted applicable traffic engineering standards. Site-specific traffic studies may be required to be made and paid for by the applicant when the city determines such a study is required in order to evaluate the impact of the proposed development on proposed or existing roadways as provided for in subsection M.4. An applicant may submit to the city such a study to be considered as part of the DRC review. Street improvements needed to upgrade the capacity or comply with the functional classification of local streets shall be made in accordance with the city engineering standards and acceptable applicable traffic engineering standards. Local streets are those streets that are not classified as federal, state or county roadways on the functional classification map adopted by the State of Florida.

4. Traffic impact studies. a. When the proposed development may generate over one thousand (1,000) daily

trips; or b. When the daily trip generation is less than one thousand (1,000) trips; and (1)

when more than twenty percent (20%) of the total daily trips are anticipated to arrive or depart, or both, within one-half ( 1/2) hour; or (2) when the proposed use creates varying trip generation each day, but has the potential to place more than twenty percent (20%) of its maximum twenty-four (24) hour trip generation onto the adjacent transportation system within a one-half ( 1/2) hour

Page 5 of 8

period; the applicant shall submit to the city a traffic impact analysis prepared by the county or a registered Florida engineer experienced in traffic ways impact analysis which shall:

i. Provide an estimate of the number of average and peak hour trips per day generated and directions or routes of travel for all trips with an external end.

ii. Estimate how traffic from the proposed development will change traffic volumes, levels of service, and circulation on the existing and programmed traffic ways.

iii. If traffic generated by the proposed development requires any modification of existing or programmed components of the regional or local traffic ways, define what city, county or state agencies have programmed the necessary construction and how this programming relates to the proposed development.

iv. A further detailed analysis and any other information that the review committee considers relevant.

v. The traffic impact study may be reviewed by an independent licensed professional engineer contracted by the city to determine whether it adequately addresses the impact and the study supports its conclusions. The cost of review by city's consultant shall be reimbursed to the city by the applicant.

vi. When this subsection M.4.b. applies, the traffic study shall include an analysis of how the peak loading will affect the transportation system including, if necessary, an operational plan showing how the peak trips will be controlled and managed.

Response: N/A.

5. Dedications of rights-of-way. Property shall be conveyed to the public by plat, deed or grant of easement as needed in accordance with the Broward County Trafficways Plan, the city's comprehensive plan, subdivision regulations and accepted applicable traffic engineering standards.

Response: N/A.

6. Pedestrian facilities. Sidewalks, pedestrian crossing and other pedestrian facilities shall be provided to encourage safe and adequate pedestrian movement on-site and along roadways to adjacent properties. Transit service facilities shall be provided for as required by the city and Broward County Transit. Pedestrian facilities shall be designed and installed in accordance with city engineering standards and accepted applicable engineering standards.

Response: There is an existing sidewalk along NE 33rd Avenue.

7. Primary arterial street frontage. Where a proposed development abuts a primary arterial street either existing or proposed in the traffic ways plan, the development

Page 6 of 8

review committee (DRC) may require marginal access street, reverse frontage with screen planting contained in a nonaccess reservation along the rear property line, deep lots with or without rear service alleys, or such other treatment as may be necessary for adequate protection of residential properties and to assure separation of through and level traffic.

Response: This application involves an existing building/restaurant. There are no changes which would trigger alternative access.

8. Other roadway improvements. Roadways adjustments, traffic control devices, mechanisms, and access restrictions may be required to control traffic flow or divert traffic, as needed to reduce or eliminate development generated traffic.

Response: This application involves an existing building/restaurant. There are no changes which would trigger roadway improvements.

9. Street trees. In order to provide for adequate landscaping along streets within the city, street trees shall be required along the length of the property abutting a street. A minimum of fifty percent (50%) of the required street trees shall be shade trees, and the remaining street trees may be provided as flowering or palm trees. These percentages may be varied based on existing or proposed physical conditions which may prevent the ability to comply with the street tree requirements of this subsection. The street trees shall be planted at a minimum height and size in accordance with the requirements of Section 47-21, Landscape and Tree Preservation Requirements, except in the downtown RAC districts the requirements of Sec. 47-13.20.H.8 shall apply. The location and number of street trees shall be determined by the department based on the height, bulk, mass and design of the structures on the site and the proposed development's compatibility to surrounding properties. The requirements for street trees, as provided herein, may be located within the public right-of-way as approved by the entity with jurisdiction over the abutting right-of-way.

Response: This application involves an existing building/restaurant. There are no changes which would trigger landscape modifications.

N. Wastewater.

1. Wastewater. Adequate wastewater services shall be provided for the needs of the proposed development. The proposed development shall be designed to provide adequate areas and easements which may be needed for the installation and maintenance of a wastewater and disposal system in accordance with applicable health, environmental and engineering regulations and standards. The existing wastewater treatment facilities and systems shall have adequate capacity to provide for the needs of the proposed development and for other developments in the service area which are occupied, available for occupancy, for which building permits are in effect or for which wastewater treatment or disposal capacity has been reserved. Capital expansion charges for water and sewer facilities shall be paid by the developer in accordance with

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Resolution 85-265, as it is amended for time to time. Improvements to the wastewater facilities and system shall be made in accordance with the city engineering and accepted applicable engineering standards.

Response: Sanitary Sewer service is already being provided by the City of Ft. Lauderdale. The existing use as a restaurant/bar is not being modified with this request, nor is the size of the restaurant increasing such that it would trigger re-review for wastewater capacity.

O. Trash management requirements. A trash management plan shall be required in connection with non-residential uses that provide prepackaged food or beverages for off-site consumption. Existing non-residential uses of this type shall adopt a trash management plan within six (6) months of the effective date of this provision.

Response: The restaurant is an existing restaurant.

P. Historic and archaeological resources. 1. If a structure or site has been identified as having archaeological or historical

significance by any entity within the State of Florida authorized by law to do same, the applicant shall be responsible for requesting this information from the state, county, local governmental or other entity with jurisdiction over historic or archaeological matters and submitting this information to the city at the time of, and together with, a development permit application. The reviewing entity shall include this information in its comments.

Response: N/A.

Q. Hurricane evacuation. If a structure or site is located east of the Intracoastal Waterway, the applicant shall submit documentation from Broward County or such agency with jurisdiction over hurricane evacuation analysis either indicating that acceptable level of service of hurricane evacuation routes and hurricane emergency shelter capacity shall be maintained without impairment resulting from a proposed development or describing actions or development modifications necessary to be implemented in order to maintain level of service and capacity.

Response: This is a commercial use (not residential). In addition, this is an existing restaurant (no changes are proposed to the size of the restaurant).

DC ENGINEERS, INC.

Parking Reduction for 3074 NE 33 Avenue - Page 1

Memorandum To: Dr. Paul Preste Preste Corporation 3510 NW 25 Way Boca Raton, FL 33434 From: J. Suzanne Danielsen, P.E. Date: November 3, 2020 Re: Parking Reduction for 3074 NE 33 Avenue and Termination of Off-Site Parking Agreement (recorded in ORB 18326, Page 668) with 2985 N. Ocean Boulevard (SR A1A) - Fort Lauderdale, Florida Zaim and Kristina Hoxha, owners of the Just One More Tavern located at 3074 NE 33 Avenue (the "3074 Property") are seeking a parking reduction of 15 parking spaces for the existing 1,750 square foot (sf) restaurant/bar and termination of an Offsite Parking Agreement with the property located at 2985 N. Ocean Boulevard (SR A1A) (the proposed location of the new Publix) which allows six (6) parking spaces to be parked on the Publix site. This parking statement justifies the reduction of 15 parking spaces to allow the existing business to continue operating as a restaurant/bar. Figure 1, attached, shows the location of the two (2) properties.

A parking reduction is requested in accordance with Section 47-20-3.5.c of the City's Unified Land Development Regulations (ULDR's). This section acknowledges that a parking reduction can be approved if 'there is a public parking facility within seven hundred (700) feet of the parcel which the parking is intended to serve along a safe pedestrian path as defined by Section 47-20.4 which spaces may be used to provide parking for the applicant's property without conflict with the need for public parking'. This parking statement, therefore, addresses adequacy of publicly available parking spaces located within 700 feet of the project site to accommodate the 15 spaces needed. A methodology meeting was held virtually with City staff on Friday September 4, 2020. A copy of the methodology statement is included as Attachment A. According to the City of Fort Lauderdale's website and a Preliminary Parking Evaluation prepared for Shooters at Bridgeside Place in May 2017, 504 publicly available parking spaces are located within the Bridgeside Place parking garage. As field observations cannot currently be deemed reliable due to temporary business closures resulting from the COVID 19 pandemic, Danielsen Consulting Engineers, Inc. (DC Engineers, Inc.) staff have used peak hour parking occupancy observations conducted in May 2017 and published in the Bridgeside Place Preliminary Parking Evaluation, as the base from which to develop expected 2020 parking occupancy estimates. Letter Report: Shooters at Bridgeside Place - Preliminary Parking Evaluation

In May 2017 a report entitled Shooters at Bridgeside Place - Preliminary Parking Evaluation was prepared on behalf of Shooter's Waterfront restaurant. The study was used as justification for the expansion of customer service area within the existing restaurant. Excerpts from the letter report are included as Attachment B.

DC ENGINEERS, INC.

Parking Reduction for 3074 NE 33 Avenue - Page 2

Analysis

Table 1 shows that with 504 parking spaces available for public use within the Bridgeside Place parking garage, the maximum occupancy (160 spaces) observed during the two (2) study periods used just 31.7 percent (31.7%) of the available inventory.

Table 1

Parking Observations (Floors 1-3)

2017 4:30 PM 8:00 PM

Publicly Available Spaces 504 504

Observed Occupancy 160 145

Unoccupied Spaces 344 359

In accordance with the agreed upon methodology, both a peak season factor and a typical growth rate were applied to the 2017 data to approximate conditions in 2020.

Average Peak Season Conversion Factor: According to FDOT's Peak Season Factor Category (PSFC) report (reference Attachment C), an adjustment factor of 1.07 percent (7.0%) is appropriate for data collected between May 14 and 20, 2017.

Historic Growth: FDOT maintains a traffic count station (#5088) on N. Ocean Boulevard (SR A1A) south of E. Oakland Park Boulevard (SR 816). Annual Average Daily Traffic Volumes at this count station for the past five (5) years (2014-2019) yield an annual average growth rate of -2.47 percent (-2.47%). For purposes of this analysis, an annual growth rate of +0.50 percent has been applied. The data from FDOT and the growth rate analysis are included as Attachment D.

Table 2 provides 2020 peak season parking estimates and a current inventory of publicly available parking spaces. The peak is noted to occur during the 4:30 PM time period with a 2020 parking occupancy of 174 parking spaces (34.5%) leaving 330 spaces available.

Table 2

Parking Observations (Floors 1-3)

2020 4:30 PM 8:00 PM

Publicly Available Spaces 504 504

Observed Occupancy 174 158

Unoccupied Spaces 330 346

From the data summarized in the above table, adequate unoccupied parking spaces are estimated to be in place today to accommodate the 15 parking spaces needed to effectively terminate the subject off-site parking agreement.

FIGURE 13074 NE 33 Avenue

Fort Lauderdale, FloridaProject Location MapDC Engineers, Inc.

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ADDRESS:3074 NE 33RD AVE, FORT LAUDERDALE, FL 33308

LEGAL DESCRIPTION:THE SOUTH 1

2 OF LOT 2, BLOCK 27, LAUDERDALE BEACH EXTENSION UNIT B ACCORDING TOTHE PLAT THEREOF, AS RECORDED IN PLAT BOOK 29, PAGE 22, OF THE PUBLIC RECORDS OFBROWARD COUNTY, FLORIDA.

*OWNER HAS CONCURRENTLY SUBMITTED A PARKING REDUCTION APPLICATION PURSUANT TO ULDR SEC.47.20.3.A.5.C. WHICH PROVIDES THAT A PARKING REDUCTION MAY BE GRANTED WHEN “THERE IS A PUBLIC PARKINGFACILITY WITHIN SEVEN HUNDRED (700) FEET OF THE PARCEL WHICH THE PARKING IS INTENDED TO SERVE ALONG ASAFE PEDESTRIAN PATH AS DEFINED BY SECTION 47-20.4, WHICH SPACES MAY BE USED TO PROVIDE PARKING FORAPPLICANT'S PROPERTY WITHOUT CONFLICT WITH THE NEED FOR PUBLIC PARKING BASED ON A REPORT BY THEDEPARTMENT WHICH INCLUDES A REPORT BY THE CITY'S DIRECTOR OF PARKING SERVICES AND CITY ENGINEER.”

SITE PLAN INFORMATION:

SITE DATA INFORMATION:

CURRENT USE OF PROPERTY

PROPOSED USE OF PROPERTY

LAND USE DESIGNATION

ZONING DESIGNATION

TOTAL SITE AREA (SF/ACRES)

BUILDING SQUARE FOOTAGE

NUMBER OF STORIES

LOT COVERAGE

OPEN SPACE

VUA

SETBACK TABLE:

FRONT (WEST)

REAR (EAST)

SIDE (NORTH)

SIDE (SOUTH)

REQUIRED PROVIDED

5'

15'

NONE

NONE

0' (LEGALNONCONFORMING)

35'

0'

0'

PARKING DATA:

RESTAURANT 1,750 SF @ 1 SPACE PER 100 SF

LESS DISCOUNT OF 1 SPACE PER 1000 SF OFPLOT AREA FOR GALT OCEAN PROPERTIES

PER ULDR SEC. 47-20.3.D.2PLOT AREA = 2,600 SF @ 1 SPACE PER 1,000 SF

RESTAURANT / BAR (EXISTING)

SAME - RESTAURANT / BAR

COMMERCAL

B-1

2,600 S.F. / 0.05 ACRE

1,750 SF

1 STORY

67.3 %

32.7 %

795 SF

TOTAL REQUIRED:

TOTAL PROVIDED:

17.5 SPACES

17.5 - 2.6 SPACES

15 SPACES

0 SPACES PROVIDED PER PARKINGREDUCTION REQUEST*

IMPERVIOUS AREA 97.8 %

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BTE REF DATE: 11.3.20

THIS DOCUMENT HAS BEEN DIGITALLYSIGNED AND SEALED BY STEPHEN F. BOTEK,P.E. ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARENOT CONSIDERED SIGNED AND SEALED ANDTHE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

November 3, 2020

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ATTACHMENT A

Methodology Statement

DC ENGINEERS, INC.

12743 NW 13th Court, Coral Springs, Florida 33071

Tel: (954) 798-0926

Memorandum To: Mr. Benjamin Restrepo, P.E. City of Fort Lauderdale, Transportation and Mobility From: J. Suzanne Danielsen, P.E. xc: Paul Preste, MD Robert B. Lochrie, III Date: September 9, 2020 Re: 2985 North Ocean Boulevard (SR A1A) - Fort Lauderdale, Florida Parking Study Methodology This methodology statement addresses termination of an off-site parking agreement currently existing between the property located generally at 2985 North Ocean Boulevard and the property located at 3074 NE 33 Avenue (the Just More Tavern) within municipal limits of the City of Fort Lauderdale, Florida. It is our understanding the owner of the latter property must obtain a six (6)-space parking reduction from the City of Fort Lauderdale prior to termination of the off-site parking agreement. It is our further understanding, the owner of the 3074 NE 33 Avenue property would prefer we pursue a total reduction of 18 spaces to allow the property to continue operating as a bar. The following is a parking study methodology for the proposed parking space reduction and subsequent mitigation. Parking Methodology

A parking reduction will be requested in accordance with Section 47-20-3.5.c of the City's ULDR's. This section acknowledges that a parking reduction can be approved if 'there is a public parking facility within seven hundred (700) feet of the parcel which the parking is intended to serve along a safe pedestrian path as defined by Section 47-20.4 which spaces may be used to provide parking for the applicant's property without conflict with the need for public parking'.

According to the City of Fort Lauderdale's website and a Preliminary Parking Evaluation prepared for Shooters at Bridgeside Place in May 2017, 504 publicly available parking spaces are located within the Bridgeside Place parking garage located within 700 feet of the project site.

As field observations cannot currently be deemed reliable due to temporary business closures resulting from the COVID 19 pandemic, Danielsen Consulting Engineers, Inc. (DC Engineers, Inc.) staff will use peak hour parking occupancy observations conducted in May 2017 and published in the Bridgeside Place Preliminary Parking Evaluation, as the base from which to develop expected 2020 parking occupancy estimates.

Parking occupancy observations (2017) will be adjusted to reflect average peak season conditions based upon the most recent available adjustment factors published by the Florida Department of Transportation (FDOT).

DC ENGINEERS, INC.

12743 NW 13th Court, Coral Springs, Florida 33071

Tel: (954) 798-0926

A growth factor will be applied to the 2017 peak season parking occupancy observations to reflect expected future occupancy within the Bridgeside Place parking garage. The growth factor will be based upon historic traffic data available for N. Ocean Boulevard (SR A1A) within close proximity of the project site.

A Technical Memorandum summarizing development of future parking occupancy estimates during targeted peak hours and comparing each peak hour against the number of spaces to be mitigated will be prepared and submitted for review.

ATTACHMENT B

2017 Parking Observations

C A T H Y S W E E T A P P L E & A S S O C I A T E S T R A N S P O R T A T I O N A N D M O B I L I T Y P L A N N I N G

L E T T E R O F T R A N S M I T T A L

101 North Gordon Road, Fort Lauderdale, Florida 33301 954-463-8878 office 954-525-4303 fax 954-649-8942 cell Email:

[email protected] [email protected]

Date: May 24, 2017 To:  Crush Law  RE:  Shooters at Bridgeside Place ‐  Preliminary Parking Evaluation    Courtney ‐ see the Parking Occupancy summary below for the Public Parking at the City of Fort Lauderdale Bridgeside Place Garage:  

Preliminary Parking Occupancy Survey ‐ Bridgeside Place  City of Fort Lauderdale Public Parking Garage  Parking Supply = 504 Public Parking Spaces provided in Bridgeside Place See attached the City Public Parking Garage Parking Space Summary   

Parking Occupancy Survey 1 ‐ Saturday, May 14, 2017 at 4:30 PM Floor 1 ‐ 108 spaces occupied  Floor 2 ‐ 11 spaces occupied  Floor 3 ‐ 41 spaces occupied  Total  =  160 Spaces Occupied for Floors 1‐2‐3 Total public parking spaces available in the Garage = 344 [504‐160 = 344]  

Parking Occupancy Survey 2 ‐ Saturday, May 14, 2017 at 8:00 PM  Floor 1 ‐ 107 spaces occupied  Floor 2 ‐ 5 spaces occupied  Floor 3 ‐ 33 spaces occupied  Total =   145 Spaces Occupied for Floors 1‐2‐3  Total public parking spaces available in the Garage = 359 [504‐145=359]  Please Let me know if you have any questions with the material provided.  

 Cathy Sweetapple, AICP Cathy Sweetapple & Associates Transportation and Mobility Planning  

FortLauderdale.gov

Public Parking Garages

LOCATION RATES # METERSHRS OF

ENFORCEMENTMAX HRS

LOCATION:

Arts & Science District Garage101 SW 5 AveEntrance on SW 5th Avenue

RATES:

(5/10/25$coin $1,5,10 & cc)$1.25/ hr 6am to 9pm $7.00 flat rate 9pm to 6amwhen no attendants are on duty

$7. per entry M-F 6am-6pm$12. per entry all other times

METERS:

571spaces

3 multi space meters

HRS OFENFORCEMENT:

24 HoursEveryday

Includes 2 Charging StationsRamp clearance 7'6'' (entry) 6'10'' (ramp)

MAXHRS:

12

check floor level for location #

LOCATION:

Bridgeside Place Garage3020 NE 32 Ave(Shooters Area)

RATES:

(5/10/25$coin $1,5 & cc)$1.25 / hr 5am-6pm$1.50/ hr 6pm-5am

check meter for location #6pm-5am (1 hour minimum after 6pm)

METERS:

504spaces

7 multi space meters

HRS OFENFORCEMENT:

24 HoursEveryday

Ramp clearance 6'8''

MAXHRS:

24 Hours

LOCATION:

City Hall Garage100 N. Andrews AvenueEntrances on NE 1 ST and NE 2 ST E. of N. Andrews

RATES:

(5/10/25)1.00/hr

Pay-by-cell # 82137

METERS:

132spaces + 9 H/C 2 are Charging Station

HRS OFENFORCEMENT:

8 am - Midnightexcept Sun/ City Holidays and

Commission Evening MeetingsRamp Clearance 6'10''

MAXHRS:

5

LOCATION:

City Park Garage CPG

RATES:

(5/10/25

METERS:

527

HRS OFENFORCEMENT:

24 Hours

MAXHRS:

6 hrs

ATTACHMENT C

PSFC

2017 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALLCATEGORY: 8600 EAST-A1A TO US1 MOCF: 0.91WEEK DATES SF PSCF================================================================================ 1 01/01/2017 - 01/07/2017 0.99 1.09 2 01/08/2017 - 01/14/2017 0.97 1.07 3 01/15/2017 - 01/21/2017 0.94 1.03* 4 01/22/2017 - 01/28/2017 0.93 1.02* 5 01/29/2017 - 02/04/2017 0.91 1.00* 6 02/05/2017 - 02/11/2017 0.90 0.99* 7 02/12/2017 - 02/18/2017 0.88 0.97* 8 02/19/2017 - 02/25/2017 0.88 0.97* 9 02/26/2017 - 03/04/2017 0.89 0.98*10 03/05/2017 - 03/11/2017 0.89 0.98*11 03/12/2017 - 03/18/2017 0.89 0.98*12 03/19/2017 - 03/25/2017 0.90 0.99*13 03/26/2017 - 04/01/2017 0.91 1.00*14 04/02/2017 - 04/08/2017 0.92 1.01*15 04/09/2017 - 04/15/2017 0.93 1.02*16 04/16/2017 - 04/22/2017 0.94 1.03 17 04/23/2017 - 04/29/2017 0.95 1.04 18 04/30/2017 - 05/06/2017 0.95 1.04 19 05/07/2017 - 05/13/2017 0.96 1.05 20 05/14/2017 - 05/20/2017 0.97 1.07 21 05/21/2017 - 05/27/2017 1.00 1.10 22 05/28/2017 - 06/03/2017 1.02 1.12 23 06/04/2017 - 06/10/2017 1.04 1.14 24 06/11/2017 - 06/17/2017 1.06 1.16 25 06/18/2017 - 06/24/2017 1.05 1.15 26 06/25/2017 - 07/01/2017 1.04 1.14 27 07/02/2017 - 07/08/2017 1.02 1.12 28 07/09/2017 - 07/15/2017 1.01 1.11 29 07/16/2017 - 07/22/2017 1.02 1.12 30 07/23/2017 - 07/29/2017 1.03 1.13 31 07/30/2017 - 08/05/2017 1.04 1.14 32 08/06/2017 - 08/12/2017 1.05 1.15 33 08/13/2017 - 08/19/2017 1.06 1.16 34 08/20/2017 - 08/26/2017 1.12 1.23 35 08/27/2017 - 09/02/2017 1.17 1.29 36 09/03/2017 - 09/09/2017 1.23 1.35 37 09/10/2017 - 09/16/2017 1.28 1.41 38 09/17/2017 - 09/23/2017 1.25 1.37 39 09/24/2017 - 09/30/2017 1.21 1.33 40 10/01/2017 - 10/07/2017 1.18 1.30 41 10/08/2017 - 10/14/2017 1.14 1.25 42 10/15/2017 - 10/21/2017 1.10 1.21 43 10/22/2017 - 10/28/2017 1.09 1.20 44 10/29/2017 - 11/04/2017 1.07 1.18 45 11/05/2017 - 11/11/2017 1.05 1.15 46 11/12/2017 - 11/18/2017 1.04 1.14 47 11/19/2017 - 11/25/2017 1.03 1.13 48 11/26/2017 - 12/02/2017 1.02 1.12 49 12/03/2017 - 12/09/2017 1.00 1.10 50 12/10/2017 - 12/16/2017 0.99 1.09 51 12/17/2017 - 12/23/2017 0.98 1.08 52 12/24/2017 - 12/30/2017 0.96 1.05 53 12/31/2017 - 12/31/2017 0.94 1.03

* PEAK SEASON

02-MAR-2018 15:35:06 830UPD 4_8600_PKSEASON.TXT

2017 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALLCATEGORY: 8601 CEN.-W OF US1 TO SR7 MOCF: 0.97WEEK DATES SF PSCF================================================================================ 1 01/01/2017 - 01/07/2017 0.96 0.99 2 01/08/2017 - 01/14/2017 0.98 1.01 3 01/15/2017 - 01/21/2017 0.99 1.02 4 01/22/2017 - 01/28/2017 0.99 1.02* 5 01/29/2017 - 02/04/2017 0.98 1.01* 6 02/05/2017 - 02/11/2017 0.98 1.01* 7 02/12/2017 - 02/18/2017 0.97 1.00* 8 02/19/2017 - 02/25/2017 0.97 1.00* 9 02/26/2017 - 03/04/2017 0.96 0.99*10 03/05/2017 - 03/11/2017 0.96 0.99*11 03/12/2017 - 03/18/2017 0.96 0.99*12 03/19/2017 - 03/25/2017 0.96 0.99*13 03/26/2017 - 04/01/2017 0.97 1.00*14 04/02/2017 - 04/08/2017 0.97 1.00*15 04/09/2017 - 04/15/2017 0.98 1.01*16 04/16/2017 - 04/22/2017 0.98 1.01*17 04/23/2017 - 04/29/2017 0.99 1.02 18 04/30/2017 - 05/06/2017 0.99 1.02 19 05/07/2017 - 05/13/2017 0.99 1.02 20 05/14/2017 - 05/20/2017 1.00 1.03 21 05/21/2017 - 05/27/2017 1.00 1.03 22 05/28/2017 - 06/03/2017 1.00 1.03 23 06/04/2017 - 06/10/2017 1.01 1.04 24 06/11/2017 - 06/17/2017 1.01 1.04 25 06/18/2017 - 06/24/2017 1.01 1.04 26 06/25/2017 - 07/01/2017 1.01 1.04 27 07/02/2017 - 07/08/2017 1.01 1.04 28 07/09/2017 - 07/15/2017 1.02 1.05 29 07/16/2017 - 07/22/2017 1.01 1.04 30 07/23/2017 - 07/29/2017 1.01 1.04 31 07/30/2017 - 08/05/2017 1.01 1.04 32 08/06/2017 - 08/12/2017 1.01 1.04 33 08/13/2017 - 08/19/2017 1.01 1.04 34 08/20/2017 - 08/26/2017 1.05 1.08 35 08/27/2017 - 09/02/2017 1.08 1.11 36 09/03/2017 - 09/09/2017 1.12 1.15 37 09/10/2017 - 09/16/2017 1.16 1.20 38 09/17/2017 - 09/23/2017 1.13 1.16 39 09/24/2017 - 09/30/2017 1.10 1.13 40 10/01/2017 - 10/07/2017 1.08 1.11 41 10/08/2017 - 10/14/2017 1.05 1.08 42 10/15/2017 - 10/21/2017 1.03 1.06 43 10/22/2017 - 10/28/2017 1.02 1.05 44 10/29/2017 - 11/04/2017 1.01 1.04 45 11/05/2017 - 11/11/2017 1.00 1.03 46 11/12/2017 - 11/18/2017 0.99 1.02 47 11/19/2017 - 11/25/2017 0.98 1.01 48 11/26/2017 - 12/02/2017 0.98 1.01 49 12/03/2017 - 12/09/2017 0.97 1.00 50 12/10/2017 - 12/16/2017 0.96 0.99 51 12/17/2017 - 12/23/2017 0.97 1.00 52 12/24/2017 - 12/30/2017 0.98 1.01 53 12/31/2017 - 12/31/2017 0.99 1.02

* PEAK SEASON

02-MAR-2018 15:35:06 830UPD 4_8601_PKSEASON.TXT

2017 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALLCATEGORY: 8630 WEST-W OF US441 MOCF: 0.97WEEK DATES SF PSCF================================================================================ 1 01/01/2017 - 01/07/2017 1.02 1.05 2 01/08/2017 - 01/14/2017 1.01 1.04 3 01/15/2017 - 01/21/2017 1.00 1.03 4 01/22/2017 - 01/28/2017 0.99 1.02 5 01/29/2017 - 02/04/2017 0.98 1.01* 6 02/05/2017 - 02/11/2017 0.97 1.00* 7 02/12/2017 - 02/18/2017 0.96 0.99* 8 02/19/2017 - 02/25/2017 0.95 0.98* 9 02/26/2017 - 03/04/2017 0.95 0.98*10 03/05/2017 - 03/11/2017 0.95 0.98*11 03/12/2017 - 03/18/2017 0.95 0.98*12 03/19/2017 - 03/25/2017 0.96 0.99*13 03/26/2017 - 04/01/2017 0.97 1.00*14 04/02/2017 - 04/08/2017 0.97 1.00*15 04/09/2017 - 04/15/2017 0.98 1.01*16 04/16/2017 - 04/22/2017 0.98 1.01*17 04/23/2017 - 04/29/2017 0.98 1.01*18 04/30/2017 - 05/06/2017 0.98 1.01 19 05/07/2017 - 05/13/2017 0.98 1.01 20 05/14/2017 - 05/20/2017 0.98 1.01 21 05/21/2017 - 05/27/2017 0.99 1.02 22 05/28/2017 - 06/03/2017 1.01 1.04 23 06/04/2017 - 06/10/2017 1.02 1.05 24 06/11/2017 - 06/17/2017 1.03 1.06 25 06/18/2017 - 06/24/2017 1.04 1.07 26 06/25/2017 - 07/01/2017 1.05 1.08 27 07/02/2017 - 07/08/2017 1.05 1.08 28 07/09/2017 - 07/15/2017 1.06 1.09 29 07/16/2017 - 07/22/2017 1.05 1.08 30 07/23/2017 - 07/29/2017 1.04 1.07 31 07/30/2017 - 08/05/2017 1.03 1.06 32 08/06/2017 - 08/12/2017 1.02 1.05 33 08/13/2017 - 08/19/2017 1.01 1.04 34 08/20/2017 - 08/26/2017 1.04 1.07 35 08/27/2017 - 09/02/2017 1.07 1.10 36 09/03/2017 - 09/09/2017 1.10 1.13 37 09/10/2017 - 09/16/2017 1.13 1.16 38 09/17/2017 - 09/23/2017 1.10 1.13 39 09/24/2017 - 09/30/2017 1.07 1.10 40 10/01/2017 - 10/07/2017 1.04 1.07 41 10/08/2017 - 10/14/2017 1.01 1.04 42 10/15/2017 - 10/21/2017 0.98 1.01 43 10/22/2017 - 10/28/2017 0.98 1.01 44 10/29/2017 - 11/04/2017 0.98 1.01 45 11/05/2017 - 11/11/2017 0.98 1.01 46 11/12/2017 - 11/18/2017 0.98 1.01 47 11/19/2017 - 11/25/2017 0.99 1.02 48 11/26/2017 - 12/02/2017 1.00 1.03 49 12/03/2017 - 12/09/2017 1.01 1.04 50 12/10/2017 - 12/16/2017 1.02 1.05 51 12/17/2017 - 12/23/2017 1.01 1.04 52 12/24/2017 - 12/30/2017 1.01 1.04 53 12/31/2017 - 12/31/2017 1.00 1.03

* PEAK SEASON

02-MAR-2018 15:35:06 830UPD 4_8630_PKSEASON.TXT

2017 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALLCATEGORY: 8659 BROWARD I595 MOCF: 0.98WEEK DATES SF PSCF================================================================================ 1 01/01/2017 - 01/07/2017 0.98 1.00 2 01/08/2017 - 01/14/2017 1.00 1.02 3 01/15/2017 - 01/21/2017 1.02 1.04 4 01/22/2017 - 01/28/2017 1.01 1.03 5 01/29/2017 - 02/04/2017 1.00 1.02 6 02/05/2017 - 02/11/2017 0.99 1.01* 7 02/12/2017 - 02/18/2017 0.98 1.00* 8 02/19/2017 - 02/25/2017 0.98 1.00* 9 02/26/2017 - 03/04/2017 0.97 0.99*10 03/05/2017 - 03/11/2017 0.97 0.99*11 03/12/2017 - 03/18/2017 0.96 0.98*12 03/19/2017 - 03/25/2017 0.97 0.99*13 03/26/2017 - 04/01/2017 0.97 0.99*14 04/02/2017 - 04/08/2017 0.98 1.00*15 04/09/2017 - 04/15/2017 0.98 1.00*16 04/16/2017 - 04/22/2017 0.98 1.00*17 04/23/2017 - 04/29/2017 0.98 1.00*18 04/30/2017 - 05/06/2017 0.99 1.01*19 05/07/2017 - 05/13/2017 0.99 1.01 20 05/14/2017 - 05/20/2017 0.99 1.01 21 05/21/2017 - 05/27/2017 1.00 1.02 22 05/28/2017 - 06/03/2017 1.01 1.03 23 06/04/2017 - 06/10/2017 1.02 1.04 24 06/11/2017 - 06/17/2017 1.03 1.05 25 06/18/2017 - 06/24/2017 1.03 1.05 26 06/25/2017 - 07/01/2017 1.03 1.05 27 07/02/2017 - 07/08/2017 1.03 1.05 28 07/09/2017 - 07/15/2017 1.03 1.05 29 07/16/2017 - 07/22/2017 1.02 1.04 30 07/23/2017 - 07/29/2017 1.02 1.04 31 07/30/2017 - 08/05/2017 1.01 1.03 32 08/06/2017 - 08/12/2017 1.01 1.03 33 08/13/2017 - 08/19/2017 1.00 1.02 34 08/20/2017 - 08/26/2017 1.04 1.06 35 08/27/2017 - 09/02/2017 1.08 1.10 36 09/03/2017 - 09/09/2017 1.11 1.13 37 09/10/2017 - 09/16/2017 1.15 1.17 38 09/17/2017 - 09/23/2017 1.12 1.14 39 09/24/2017 - 09/30/2017 1.08 1.10 40 10/01/2017 - 10/07/2017 1.05 1.07 41 10/08/2017 - 10/14/2017 1.01 1.03 42 10/15/2017 - 10/21/2017 0.98 1.00 43 10/22/2017 - 10/28/2017 0.98 1.00 44 10/29/2017 - 11/04/2017 0.98 1.00 45 11/05/2017 - 11/11/2017 0.97 0.99 46 11/12/2017 - 11/18/2017 0.97 0.99 47 11/19/2017 - 11/25/2017 0.97 0.99 48 11/26/2017 - 12/02/2017 0.98 1.00 49 12/03/2017 - 12/09/2017 0.98 1.00 50 12/10/2017 - 12/16/2017 0.98 1.00 51 12/17/2017 - 12/23/2017 0.99 1.01 52 12/24/2017 - 12/30/2017 1.01 1.03 53 12/31/2017 - 12/31/2017 1.02 1.04

* PEAK SEASON

02-MAR-2018 15:35:06 830UPD 4_8659_PKSEASON.TXT

2017 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALLCATEGORY: 8675 BROWARD I75 URBAN MOCF: 0.97WEEK DATES SF PSCF================================================================================ 1 01/01/2017 - 01/07/2017 0.99 1.02 2 01/08/2017 - 01/14/2017 1.00 1.03 3 01/15/2017 - 01/21/2017 1.01 1.04 4 01/22/2017 - 01/28/2017 1.00 1.03 5 01/29/2017 - 02/04/2017 0.99 1.02 6 02/05/2017 - 02/11/2017 0.98 1.01* 7 02/12/2017 - 02/18/2017 0.97 1.00* 8 02/19/2017 - 02/25/2017 0.97 1.00* 9 02/26/2017 - 03/04/2017 0.97 1.00*10 03/05/2017 - 03/11/2017 0.96 0.99*11 03/12/2017 - 03/18/2017 0.96 0.99*12 03/19/2017 - 03/25/2017 0.96 0.99*13 03/26/2017 - 04/01/2017 0.97 1.00*14 04/02/2017 - 04/08/2017 0.97 1.00*15 04/09/2017 - 04/15/2017 0.97 1.00*16 04/16/2017 - 04/22/2017 0.97 1.00*17 04/23/2017 - 04/29/2017 0.97 1.00*18 04/30/2017 - 05/06/2017 0.98 1.01*19 05/07/2017 - 05/13/2017 0.98 1.01 20 05/14/2017 - 05/20/2017 0.98 1.01 21 05/21/2017 - 05/27/2017 0.99 1.02 22 05/28/2017 - 06/03/2017 1.00 1.03 23 06/04/2017 - 06/10/2017 1.00 1.03 24 06/11/2017 - 06/17/2017 1.01 1.04 25 06/18/2017 - 06/24/2017 1.02 1.05 26 06/25/2017 - 07/01/2017 1.02 1.05 27 07/02/2017 - 07/08/2017 1.03 1.06 28 07/09/2017 - 07/15/2017 1.03 1.06 29 07/16/2017 - 07/22/2017 1.02 1.05 30 07/23/2017 - 07/29/2017 1.01 1.04 31 07/30/2017 - 08/05/2017 1.01 1.04 32 08/06/2017 - 08/12/2017 1.00 1.03 33 08/13/2017 - 08/19/2017 0.99 1.02 34 08/20/2017 - 08/26/2017 1.03 1.06 35 08/27/2017 - 09/02/2017 1.08 1.11 36 09/03/2017 - 09/09/2017 1.12 1.15 37 09/10/2017 - 09/16/2017 1.16 1.20 38 09/17/2017 - 09/23/2017 1.12 1.15 39 09/24/2017 - 09/30/2017 1.08 1.11 40 10/01/2017 - 10/07/2017 1.05 1.08 41 10/08/2017 - 10/14/2017 1.01 1.04 42 10/15/2017 - 10/21/2017 0.97 1.00 43 10/22/2017 - 10/28/2017 0.97 1.00 44 10/29/2017 - 11/04/2017 0.98 1.01 45 11/05/2017 - 11/11/2017 0.98 1.01 46 11/12/2017 - 11/18/2017 0.98 1.01 47 11/19/2017 - 11/25/2017 0.98 1.01 48 11/26/2017 - 12/02/2017 0.99 1.02 49 12/03/2017 - 12/09/2017 0.99 1.02 50 12/10/2017 - 12/16/2017 0.99 1.02 51 12/17/2017 - 12/23/2017 1.00 1.03 52 12/24/2017 - 12/30/2017 1.00 1.03 53 12/31/2017 - 12/31/2017 1.01 1.04

* PEAK SEASON

02-MAR-2018 15:35:06 830UPD 4_8675_PKSEASON.TXT

2017 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALLCATEGORY: 8676 BROWARD I75 RURAL MOCF: 0.93WEEK DATES SF PSCF================================================================================ 1 01/01/2017 - 01/07/2017 0.96 1.03 2 01/08/2017 - 01/14/2017 0.97 1.04 3 01/15/2017 - 01/21/2017 0.98 1.05* 4 01/22/2017 - 01/28/2017 0.97 1.04* 5 01/29/2017 - 02/04/2017 0.95 1.02* 6 02/05/2017 - 02/11/2017 0.94 1.01* 7 02/12/2017 - 02/18/2017 0.92 0.99* 8 02/19/2017 - 02/25/2017 0.91 0.98* 9 02/26/2017 - 03/04/2017 0.91 0.98*10 03/05/2017 - 03/11/2017 0.90 0.97*11 03/12/2017 - 03/18/2017 0.90 0.97*12 03/19/2017 - 03/25/2017 0.91 0.98*13 03/26/2017 - 04/01/2017 0.92 0.99*14 04/02/2017 - 04/08/2017 0.93 1.00*15 04/09/2017 - 04/15/2017 0.95 1.02*16 04/16/2017 - 04/22/2017 0.96 1.03 17 04/23/2017 - 04/29/2017 0.98 1.05 18 04/30/2017 - 05/06/2017 0.99 1.06 19 05/07/2017 - 05/13/2017 1.01 1.09 20 05/14/2017 - 05/20/2017 1.02 1.10 21 05/21/2017 - 05/27/2017 1.03 1.11 22 05/28/2017 - 06/03/2017 1.04 1.12 23 06/04/2017 - 06/10/2017 1.05 1.13 24 06/11/2017 - 06/17/2017 1.07 1.15 25 06/18/2017 - 06/24/2017 1.06 1.14 26 06/25/2017 - 07/01/2017 1.05 1.13 27 07/02/2017 - 07/08/2017 1.04 1.12 28 07/09/2017 - 07/15/2017 1.03 1.11 29 07/16/2017 - 07/22/2017 1.04 1.12 30 07/23/2017 - 07/29/2017 1.05 1.13 31 07/30/2017 - 08/05/2017 1.06 1.14 32 08/06/2017 - 08/12/2017 1.07 1.15 33 08/13/2017 - 08/19/2017 1.08 1.16 34 08/20/2017 - 08/26/2017 1.13 1.22 35 08/27/2017 - 09/02/2017 1.17 1.26 36 09/03/2017 - 09/09/2017 1.22 1.31 37 09/10/2017 - 09/16/2017 1.26 1.35 38 09/17/2017 - 09/23/2017 1.22 1.31 39 09/24/2017 - 09/30/2017 1.17 1.26 40 10/01/2017 - 10/07/2017 1.13 1.22 41 10/08/2017 - 10/14/2017 1.08 1.16 42 10/15/2017 - 10/21/2017 1.04 1.12 43 10/22/2017 - 10/28/2017 1.02 1.10 44 10/29/2017 - 11/04/2017 1.00 1.08 45 11/05/2017 - 11/11/2017 0.97 1.04 46 11/12/2017 - 11/18/2017 0.95 1.02 47 11/19/2017 - 11/25/2017 0.95 1.02 48 11/26/2017 - 12/02/2017 0.95 1.02 49 12/03/2017 - 12/09/2017 0.95 1.02 50 12/10/2017 - 12/16/2017 0.96 1.03 51 12/17/2017 - 12/23/2017 0.96 1.03 52 12/24/2017 - 12/30/2017 0.97 1.04 53 12/31/2017 - 12/31/2017 0.98 1.05

* PEAK SEASON

02-MAR-2018 15:35:06 830UPD 4_8676_PKSEASON.TXT

2017 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALLCATEGORY: 8695 BROWARD I95 MOCF: 0.97WEEK DATES SF PSCF================================================================================ 1 01/01/2017 - 01/07/2017 0.97 1.00 2 01/08/2017 - 01/14/2017 0.99 1.02 3 01/15/2017 - 01/21/2017 1.00 1.03 4 01/22/2017 - 01/28/2017 0.99 1.02 5 01/29/2017 - 02/04/2017 0.99 1.02 6 02/05/2017 - 02/11/2017 0.98 1.01* 7 02/12/2017 - 02/18/2017 0.97 1.00* 8 02/19/2017 - 02/25/2017 0.97 1.00* 9 02/26/2017 - 03/04/2017 0.97 1.00*10 03/05/2017 - 03/11/2017 0.96 0.99*11 03/12/2017 - 03/18/2017 0.96 0.99*12 03/19/2017 - 03/25/2017 0.97 1.00*13 03/26/2017 - 04/01/2017 0.97 1.00*14 04/02/2017 - 04/08/2017 0.98 1.01*15 04/09/2017 - 04/15/2017 0.98 1.01*16 04/16/2017 - 04/22/2017 0.98 1.01*17 04/23/2017 - 04/29/2017 0.98 1.01*18 04/30/2017 - 05/06/2017 0.98 1.01*19 05/07/2017 - 05/13/2017 0.98 1.01 20 05/14/2017 - 05/20/2017 0.98 1.01 21 05/21/2017 - 05/27/2017 0.99 1.02 22 05/28/2017 - 06/03/2017 1.00 1.03 23 06/04/2017 - 06/10/2017 1.00 1.03 24 06/11/2017 - 06/17/2017 1.01 1.04 25 06/18/2017 - 06/24/2017 1.01 1.04 26 06/25/2017 - 07/01/2017 1.01 1.04 27 07/02/2017 - 07/08/2017 1.00 1.03 28 07/09/2017 - 07/15/2017 1.00 1.03 29 07/16/2017 - 07/22/2017 1.00 1.03 30 07/23/2017 - 07/29/2017 1.00 1.03 31 07/30/2017 - 08/05/2017 1.00 1.03 32 08/06/2017 - 08/12/2017 1.00 1.03 33 08/13/2017 - 08/19/2017 1.00 1.03 34 08/20/2017 - 08/26/2017 1.05 1.08 35 08/27/2017 - 09/02/2017 1.11 1.14 36 09/03/2017 - 09/09/2017 1.16 1.20 37 09/10/2017 - 09/16/2017 1.21 1.25 38 09/17/2017 - 09/23/2017 1.17 1.21 39 09/24/2017 - 09/30/2017 1.13 1.16 40 10/01/2017 - 10/07/2017 1.09 1.12 41 10/08/2017 - 10/14/2017 1.05 1.08 42 10/15/2017 - 10/21/2017 1.01 1.04 43 10/22/2017 - 10/28/2017 1.00 1.03 44 10/29/2017 - 11/04/2017 1.00 1.03 45 11/05/2017 - 11/11/2017 0.99 1.02 46 11/12/2017 - 11/18/2017 0.98 1.01 47 11/19/2017 - 11/25/2017 0.98 1.01 48 11/26/2017 - 12/02/2017 0.98 1.01 49 12/03/2017 - 12/09/2017 0.97 1.00 50 12/10/2017 - 12/16/2017 0.97 1.00 51 12/17/2017 - 12/23/2017 0.98 1.01 52 12/24/2017 - 12/30/2017 0.99 1.02 53 12/31/2017 - 12/31/2017 1.00 1.03

* PEAK SEASON

02-MAR-2018 15:35:06 830UPD 4_8695_PKSEASON.TXT

ATTACHMENT D

Historic Growth

FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2019 HISTORICAL AADT REPORT

COUNTY: 86 - BROWARD

SITE: 5088 - SR A1A - S OF SR 816/OAKLAND PARK BLVD

YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- ---------- ------------ ------------ --------- -------- -------- 2019 20300 C N 10500 S 9800 9.00 54.70 2.20 2018 18200 C N 8800 S 9400 9.00 54.10 2.20 2017 19000 C N 9600 S 9400 9.00 53.80 2.30 2016 19300 C N 9600 S 9700 9.00 55.20 2.30 2015 19000 C N 9000 S 10000 9.00 54.90 2.30 2014 23000 C N 11500 S 11500 9.00 54.50 4.30 2013 14000 C N 5400 S 8600 9.00 54.60 4.30 2012 27500 C N 14000 S 13500 9.00 55.00 3.00 2011 24000 C N 12500 S 11500 9.00 54.50 3.00 2010 26500 C N 13500 S 13000 9.37 54.06 3.00 2009 28500 C N 14000 S 14500 9.31 53.74 4.20 2008 28500 C N 14000 S 14500 9.70 54.48 4.20 2007 23500 C N 12000 S 11500 9.10 53.47 2.90 2006 25000 C N 12500 S 12500 9.48 53.59 2.10 2005 27500 C N 13500 S 14000 10.60 58.90 2.10 2004 25500 C N 13000 S 12500 10.40 56.30 2.10

AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES

2985 N. Ocean Boulevard

N. Ocean Boulevard (SR A1A)

Fort Lauderdale

Areawide Growth Rate Analysis

Site #5088 - N Ocean Blvd (SR A1A) south of E Oakland Park Blvd (SR 816)

Year Volume Growth Rate

2014 23000

2019 20300 -2.47%

130.00'

130.00'

20.00

'

20.00

' SOUTH 1/2OF LOT 2BLOCK 27(INCLUDED)

N.E

. 33R

D A

VE

NU

E60

.0' R

IGHT

OF

WAY

X

X X X X X X X

XEXIST. COMMERCIAL

BUILDING #3074

ADJOINERSBUILDING

20.00

'(C)

20.00

'(C)

NORTH 1/2OF LOT 2BLOCK 27

(NOT INCLUDED)

LOT 1BLOCK 27

(NOT INCLUDED)

LOT 3BLOCK 27

(NOT INCLUDED)

EXIS

T. 5.

0' UT

ILITY

EASE

MENT

95.05' 10.0'

15.0'

10.0'

80.05'(C)

20.0'

EXIST. PARTYWALL

EXIST. GREASETRAP

MANHOLE

EXIST. C.O.

EXIST.CATCHBASIN

EXIST. SEWERC.O.

EXIST. PARKINGMETER

EXIST. ELECTRICSERVICE

FOUNDNAIL

FOUNDNAIL

EXIST.WATERMETER

30.00'

30.00'

FOUND 1/2"IRON PIPE

FOUND 1/2"IRON PIPE

FACE OF BUILDINGON PROPERTY LINE

35.0'

EXIST. UTILITYPOLE

NORTH LINE OF "JALEA SUBDIVISION" (P.B.78,PG.35)

0.1'S

.

0.1'S

.

200.0

0'(P)

200.0

6'(M)

EXIS

T. P

AVER

BRIC

K

535.3

6'(C)

A

A A

A

EXIS

T. C

ONCR

ETE

0.4'S

.

1.2'S

.

FACE OF BUILDINGON PROPERTY LINE

FACE OF BUILDINGON PROPERTY LINE

C-1

SITE

PLA

N

GRAPHIC SCALE IN FEET

ADDRESS:3074 NE 33RD AVE, FORT LAUDERDALE, FL 33308

LEGAL DESCRIPTION:THE SOUTH 1

2 OF LOT 2, BLOCK 27, LAUDERDALE BEACH EXTENSION UNIT B ACCORDING TOTHE PLAT THEREOF, AS RECORDED IN PLAT BOOK 29, PAGE 22, OF THE PUBLIC RECORDS OFBROWARD COUNTY, FLORIDA.

*OWNER HAS CONCURRENTLY SUBMITTED A PARKING REDUCTION APPLICATION PURSUANT TO ULDR SEC.47.20.3.A.5.C. WHICH PROVIDES THAT A PARKING REDUCTION MAY BE GRANTED WHEN “THERE IS A PUBLIC PARKINGFACILITY WITHIN SEVEN HUNDRED (700) FEET OF THE PARCEL WHICH THE PARKING IS INTENDED TO SERVE ALONG ASAFE PEDESTRIAN PATH AS DEFINED BY SECTION 47-20.4, WHICH SPACES MAY BE USED TO PROVIDE PARKING FORAPPLICANT'S PROPERTY WITHOUT CONFLICT WITH THE NEED FOR PUBLIC PARKING BASED ON A REPORT BY THEDEPARTMENT WHICH INCLUDES A REPORT BY THE CITY'S DIRECTOR OF PARKING SERVICES AND CITY ENGINEER.”

SITE PLAN INFORMATION:

SITE DATA INFORMATION:

CURRENT USE OF PROPERTY

PROPOSED USE OF PROPERTY

LAND USE DESIGNATION

ZONING DESIGNATION

TOTAL SITE AREA (SF/ACRES)

BUILDING SQUARE FOOTAGE

NUMBER OF STORIES

LOT COVERAGE

OPEN SPACE

VUA

SETBACK TABLE:

FRONT (WEST)

REAR (EAST)

SIDE (NORTH)

SIDE (SOUTH)

REQUIRED PROVIDED

5'

15'

NONE

NONE

0' (LEGALNONCONFORMING)

35'

0'

0'

PARKING DATA:

RESTAURANT 1,750 SF @ 1 SPACE PER 100 SF

LESS DISCOUNT OF 1 SPACE PER 1000 SF OFPLOT AREA FOR GALT OCEAN PROPERTIES

PER ULDR SEC. 47-20.3.D.2PLOT AREA = 2,600 SF @ 1 SPACE PER 1,000 SF

RESTAURANT / BAR (EXISTING)

SAME - RESTAURANT / BAR

COMMERCAL

B-1

2,600 S.F. / 0.05 ACRE

1,750 SF

1 STORY

67.3 %

32.7 %

795 SF

TOTAL REQUIRED:

TOTAL PROVIDED:

17.5 SPACES

17.5 - 2.6 SPACES

15 SPACES

0 SPACES PROVIDED PER PARKINGREDUCTION REQUEST*

IMPERVIOUS AREA 97.8 %

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3330

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20-1004

11.2.20

REVI

SION

SDA

TE#

BTE REF DATE: 11.3.20

THIS DOCUMENT HAS BEEN DIGITALLYSIGNED AND SEALED BY STEPHEN F. BOTEK,P.E. ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARENOT CONSIDERED SIGNED AND SEALED ANDTHE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

November 3, 2020

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10/28/2020 BCPA Web Map

https://gisweb-adapters.bcpa.net/bcpawebmap_ex/bcpawebmap.aspx 1/1

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Marty KiarMarty Kiar Broward County Property Appraiser Broward County Property Appraiser FloridaFlorida

Status: Zoom In

+–

30m

100ft

Parcel InformationParcel Information

Folio Number:Folio Number: 494330031390

Owner:Owner: HOXHA,ZAIM & KRISTINA

Situs Address:Situs Address: 3074 NE 33 AVE FORTLAUDERDALE FL 33308

Legal:Legal: LAUDERDALE BEACH EXT UNITB 29-22 B LOT 2 S 1/2 BLK 27

Millage Code:Millage Code: 0312

Use Code:Use Code: 33

Land Value:Land Value: $ 90,210

Building Value:Building Value: $ 207,640

Other Value:Other Value: 0

Total Value:Total Value: $ 297,850

SOH Capped Value:SOH Capped Value: $ 297,850

Homestead Exempt.Homestead Exempt.Amt:Amt: $ 0

WVD Exempt. Amt:WVD Exempt. Amt: $ 0

Other Exempt. Amt:Other Exempt. Amt: $ 0

Taxable Value:Taxable Value: $ 297,850

Sale Date 1:Sale Date 1: 11/11/2019

Sale Price 1:Sale Price 1: $ 100

Deed Type 1:Deed Type 1: WD

Sale Date 2:Sale Date 2: 04/17/2018

Sale Price 2:Sale Price 2: $ 0

Deed Type 2:Deed Type 2: DIS

Adj Bldg S.F.:Adj Bldg S.F.: 1715

Neighbordhood:Neighbordhood:

Land Tag:Land Tag: 61