15-003-SE GibsonCity of Okeechobee
General Services Department
55 S.E. 3'1 Avenue, Room 101
Okeechobee, Florida 34974 -2903
Phone: (863) 763 -3372, ext. 218
Fax (863) 763 -1686
Date: 4-8,15 Petition No. 15-003. SE
Fee Pai4 561,00 COO-ig18p' urisdiction: "BO
1st Hearing: 51,9 l_ 15 2nd Hearing: _ ..-- --
Publication Dates:
Notices Mailed: 5_ a -15
6
Rezone, Special Exception and Variance C$0tX zi G'OC C r rl c
APPLICANT INFORMATION
1
Name of property owner(s): CA r (0 i Word (I
2
r^
Owner mailing address: IMO S - �3' & O dZ,c1„6kje ' , ��- 3 z% 9747
3
Name of applicant(s) if other than owner ,Fa c- 5 i %Sd rl
4
Applicant mailing address: rtL 4 `d -+- [yp ) TAAa4tt .re 6/1- X33
E-mail address:
5
Name of contact person (state relationship): - a llr) ( 1 )
6
7
Contact person daytime phone(s): 6262g- 6.
PROPERTY INFORMATION
Property address /directions to property:
lay SE 10-th Pcv-c 04 .e c.Gu e__, cL L--iRi-ii-i
Describe current use of property:
8 Nod-- be r-10. ‹c ‘,Q
Describe improvements on property (number/type buildings, dwelling units , occupied or vacant, etc.
9 VQ CCLr\+- /
Source of potable water: (Ou lik Method of sewage disposal: Du A
10 Approx. acreage: =7 Is property in a platted subdivision? No
Is there a use on the property that is or was in violation of a city or county ordinance? If so, describe:
11 CLYe. n0 VI (Otai- CiiltS CC CxTht7^r La-1-1`k113 lJ d- Laeinte)S
COY\ '_1 v--e_ O V D I( r- l .
12 Is a pending sale of the property subject to this application being granted? LA
Describe uses on adjoining property to the North:
13 North: WA 0-1_,M— East: Govt' v,F,,, -i°oS* 0 %c_a_
South: re st oturvhoi West: C mme'C - PI G *-
14 Existing zoning: Future Land Use classification: C.ov., e„ e,,etJ. L_Q
yunmercw)
15 Have there been any priorezoning, special exception, variance, or site plan approvals on the
property? ( )No ( r/ )Yes. If yes provide date, petition number and naturepf approval.
d,
16 Request is for: ( ) Rezone ( ✓) :Special Exception ( ) Variance
17 Parcel Identification Number: a - a D,_ 3 `, - 35 -OA ail -0001 t -6000
• -t, -ti��. Lac-4 G sc i ata 1 `�` rv►�-, a IY�a,�,a,�, no. 14 _col SSA,cka.,
S U ng lc. Fa-N i F) .-1-c Com rr erct (.C) cyprovta or 3/2c1 ci pa(. 144
a- ppi+coi r'-o. t OOi- R (cs%cley' 1 . r,'k. I- dzril a-i)
(R 5 /15)a C� - u-E.-f�NV) p r e ��c / J2) car', 'j %is J /q, Page 1 of 11
Confirmation of Information Accuracy
I hereby certify that the information in this application is correct. The information included in this application is
for use by the City of Okeechobee in processing my request. False or misleading information may be
punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may result in the denial of this
application.
Signature
Printed Name Date
.-- -Tr4 C JASGn
4 /(/ ! 6
For questions relating to this application packet, call General Services Dept. at (863) - 763 -3372, Ext. 218
(Rev 3/5/15) Page 2 of 11
REQUIRED ATTACHMENTS
18
Applicant's statement of interest in property: f7i Si cJ S'!k - &Lik a resiatoreotk
19
Non - refundable application fee: Rezoning: $850 plus $30 /acre; Special Exception: $500 plus $30 /acre;
Variance: $500
Note: Resolution No. 98 -11 Schedule of Land Development Regulation Fees and Charges B
When the cost for advertising publishing and mailing notices of public hearings exceeds the
established fee, or when a professional consultant is hired to advise the city on the application,
the applicant shall pay the actual costs.
20
Last recorded warranty deed: ji l 1 j / 3 Cse e_ affaciv2_01)
21
Notarized letter of consent from property owner (if applicant is different from property owner) ) A
22
Three property surveys (one no larger than 11x17) containing:
a. Certified boundary survey, date of survey, surveyor's name, address and phone number
b. Legal description of property pertaining to the application
c. Computation of total acreage to nearest tenth of an acre
23
List of surrounding property owners with addresses and location sketch of the subject property. See
the Information Request Form from the Okeechobee Property Appraiser's Office (attached)
24
Affidavit attesting to completeness and correctness of the list (attached)
25
Completed specific application and checklist sheet for each request checked in line 15
Confirmation of Information Accuracy
I hereby certify that the information in this application is correct. The information included in this application is
for use by the City of Okeechobee in processing my request. False or misleading information may be
punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may result in the denial of this
application.
Signature
Printed Name Date
.-- -Tr4 C JASGn
4 /(/ ! 6
For questions relating to this application packet, call General Services Dept. at (863) - 763 -3372, Ext. 218
(Rev 3/5/15) Page 2 of 11
A
ADDITIONAL INFORMATION REQUIRED FOR A SPECIAL EXCEPTION
Describe q escribe the Special Exception sought: 0- 9, 13(1)
De
CA_ Cei'til c.,2_
B
Are there similar uses in the area? No ( ✓)Yes If yes, briefly describe them:
—1-4.- iN -rest` w e.5+ o� *Le_ Sl 4 has an-- -P,,ru Seri £ . T . ra
`►s Pbes .
C
If a business, briefly describe the nature of the business, number of employees, hours of operation, and any activities to be
conducted outside of a building: L1�__
l t jb.S I - SS 1 S Q_ ( S4-ai ccuy∎-k-. Me_ bn.A., v, be-7" a lo9ce s w ► L1
- ro-F6,1- 84 q . -r 1-.... hours of— o &i; o�n ul ,1 t be °v. 3oaw, - 11:00 f OR . 7.1110.4,-e_ a.r_ 43+-
a cm ac_ic+vI%r S -iv loc. Gor‘d.4.Gkcd bwr'siol c -KA_ bi lcunt .
D
Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the special
exception or proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the most
similar use as contained in the Institute of Transportation Engineers most recent edition of Trip Generation. The TIA must
identify the number of net new external trips, pass -bay calculations, internal capture calculations, a.m. and p.m. peak hour
trips, and level of service on all adjacent roadway links with and without the project.
E
Responses addressing the standards and required findings for a special exception as described below. Attach additional sheets
as necessary.
STANDARDS FOR GRANTING A SPECIAL EXCEPTION [Sec. 70- 373(b), LDR page CD70:19]
Applicants are required by Sec. 70- 373(b) to address the following issues in his/her presentation before the
Board of Adjustment. Staff strongly recommends that the Applicant include, in his /her application, materials
that address each of these issues in order to allow Staff and the Board of Adjustment sufficient time to
adequately consider the Applicant's request.
1. Demonstrate that the proposed location and site are appropriate for the use.
2. Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses
and the neighborhood, or explain why no specific design efforts are needed.
3. Demonstrate any landscaping techniques to visually screen the use from adjacent uses; or explain why no visual
screening is necessary.
4. Demonstrate what is proposed to reduce the impact of any potential hazards, problems or public nuisance generated by
the use; or explain how the nature of the use creates no such potential problems.
5. Demonstrate how the utilities and other service requirements of the use can be met.
6. Demonstrate how the impact of traffic generated will be handled, off site and on site.
(Rev 3/5/15) Page 8 of 11
STANDARDS FOR GRANTING A SPECIAL EXCEPTION - Sec 70- 373(b), LDR page
CD70:19
1. Demonstrate that the proposed location and site are appropriate for the use.
The proposed location is Heavy Commercial (CHV). Per Okeechobee's Code of
Ordinances, drive thru service is authorized as a special exception in the CHV zoning
district.
2. Demonstrate how the site and proposed buildings have been designed so they
are compatible with the adjacent uses and the neighborhood, or explain why no
specific design efforts are needed.
No special design efforts are needed. The site is compatible with adjacent uses. The
property (Popeyes) east of the site has drive thru service. The proposed building
material (El FS) has been discussed and approved by Jeffery Newell, CBO.
3. Demonstrate any landscaping techniques to visually screen the use from
adjacent uses; or explain why no visual screening is necessary.
No visual screening is necessary. The use does not create a nuisance or hazard to
adjacent uses.
4. Demonstrate what is proposed to reduce the impact of any potential hazards,
problems or public nuisance generate by the use; or explain how the nature of
the use creates no such potential problems.
The proposed drive thru use does not create any potential hazards, problems or public
nuisance. It will not have adverse effect on the public interest. The site will provide a
new and different restaurant option. It will employ local residents and favorably impact
property values. This development will not deter the development of adjacent
properties.
5. Demonstrate how the utilities and other service requirements of the use can be
met.
Per discussions with the appropriate contacts (i.e. John Hayford - Okeechobee Utility
Association, Stephanie Mitrione - Florida Power & Light, Bill), utilities and service
requirements of the use can be met. Phone /Internet services will be obtained from
Florida WPB or Century Link.
We are working with Bill McGoldrick (Florida Public Utilities Co.) to get natural gas
installed at the location. If we are not able to connect to Okeechobee's new natural gas
system, we will utilize propane from Glades Gas.
6. Demonstrate how the impact of traffic generated will be handled, offsite and on
site.
The entrance /exit for the site and offsite improvements have been discussed with Mark
Clark, Access Management Specialist - FDOT. The onsite entrance /exit are being
constructed based on state and city guidelines /requirements as steps to mitigate any
potential traffic congestion.
The parcel as a whole has sufficient frontage on SR 70 for one driveway that would
provide ingress and egress access to SR 70. The parcel is being split and will have one
driveway designed to provide access for both new parcels via a cross access
easement. The driveway spacing will be 125' which is adequate spacing between both
of the adjacent driveways at Popeyes and SE 10th Ave.
Traffic impacts for this site will be reviewed to determine if offsite improvements will be
necessary. If the site generates enough traffic in the peak hour, a lane will be designed
per Standard Index 301 using a design speed of 45 mph, and have a total deceleration
length of 185 feet.
FINDINGS REQUIRED FOR GRANTING ASPECIAL EXCEPTION [Sec. 70- 373(c), LDR pages 19 & 20]
It is the Applicant's responsibility to convince the Board of Adjustment that approval of the proposed special
exception is justified. Specifically, the Applicant should provide in his/her application and presentation
sufficient explanation and documentation to convince the Board of Adjustment to find that:
1. The use is not contrary to the Comprehensive Plan requirements.
2. The use is specifically authorized as a special exception use in the zoning district.
3. The use will not have an adverse effect on the public interest.
4. The use is appropriate for the proposed location, is reasonably compatible with adjacent uses and is not
detrimental to urbanizing land use patterns.
5. The use will not adversely affect property values or living conditions, nor be a deterrent to the development of
adjacent property.
6. The use may be required to be screened from surrounding uses to reduce the impact of any nuisance or hazard to
adjacent uses.
7. The use will not create a density pattern that will overburden public facilities such as schools, streets, and utility
services.
8. The use will not create traffic congestion, flooding or drainage problems, or otherwise affect public safety.
The City staff will, in the Staff Report, address the request and evaluate it and the Applicant's submission in
Tight of the above standards and required findings and offer a recommendation for approval or denial.
NOTE: AN APPROVAL OF A SPECIAL EXCEPTION EXPIRES IF A BUILDING PERMIT APPLICATION
HAS NOT BEEN SUBMITTED WITHIN TWO YEARS OF THE APPROVAL [Sec. 70- 348(4)]
(Rev 3/5/15) Page 9 of 11
FINDINGS REQUIRED FOR GRANTING A SPECIAL EXCEPTION (Sec, 70- 373(c), LDR pages
19 & 20]
1. The use is not contrary to the comprehensive plan. It will be favorable for the general
welfare of the community and consistent with the public interest. The citizens and taxpayers
will not have to bear the costs resulting from this use. There will not be haphazard
development. Development will be of lasting quality and repairs and replacements will occur
in a timely manner when needed. Discussions have occurred regarding utilities and the
adequate and necessary sources are available and will be installed.
2. The use is specifically authorized as a special exception use in the zoning district. Per City's
Code of Ordinance Sec. 90 -283, drive thru service is a special exception permitted in the
CHV district.
3. The use will not have an adverse effect on the public interest. The use will improve the
City's economy and increase employment. The site will employ 49 employees and provide a
new restaurant option that is currently not available in the City.
The use is appropriate for the proposed location, is reasonably compatible with adjacent uses
and is not detrimental to urbanizing land use patterns. The use is comparable to the site west
of the location. The site referenced is Popeyes_ This site has drive thru service. The use will
not be detrimental to urbanizing land use patterns.
The use will not adversely affect property values or living conditions. Property values and
living conditions will be favorable when the restaurant is in operation. The site does not deter
development of the adjacent property. Development plans east of the property are in
discussion and underway.
The use should not require screening from surrounding uses. The use does not result in an
nuisance or hazard to adjacent uses.
The use will not create a density pattern that will overburden public facilities such as schools,
streets, and utility services.
The use will not create traffic congestion, flooding or drainage problems, or otherwise affect
public safety. The use does not result in overcrowding or an undue concentration of
population. The plan complies with guidance and requirements provided by the state and city
to ensure the best traffic control is implemented. To ensure proper flood control and
drainage, there will be an onsite retention pond.
gal
City of Okeechobee
55 SE 3rd Avenue
Okeechobee, FL 34974
Tele: 863 - 763 -3372 Fax: 863 - 763 -1686
LAND USE POWER OF ATTORNEY
Name of Property Owner(s): 351A/ 13 LL-C---
Mailing Address: 1 080 S E. a3 rd _5¢ -re.e+
0 6cecti c bee i L 34(47 (J-
Home Telephone: Work: Cell: C010- 0,_Z (O
Property Address: 100 SE 10+11 A ve ()1,1,e_
Parcel ID Number: a - a a-37-35- OAc o - 000 11 — 0000
Name of Applicant: T(&c -y t to.son
Home Telephone: Work: Cell: '4c4 — (0(p8 — 8610-7
The undersigned, being the record title owner(s) of the real property described above, do hereby grant unto the
applicant stated above the full right and power of attorney to make application to the City of Okeechobee to change the
land use of said property. This land use change may include rezoning of the property, the granting of special exception
or variances, and appeals of decisions of the Planning Department. It is understood that conditions, limitations and
restrictions may be place upon the use or operation of the property. Misstatements upon application or in any hearing
may result in the termination of any special exception or variance and a proceeding to rezone the property to the original
classification. This power of attorney may be terminated only by a written and notarized statement of such termination
effective upon receipt by the Planning Department.
IN WITN SS WHEREOF THE UNDERSIGNED HAVE SET THEIR HAND AND SEALS THIS Ci
DAY OF ✓i I 201/5.
'1 i
! %� ✓' ,
� G
OWNER WITNESS
OWNER WITNESS
Before me the undersigned authority personally appeared the owner(s) named above who upon being duly sworn
acknowledged before me that they are the owner(s) of the real property described above and that they executed the
power of attorney for the purpose stated therein. Sworn and subscribed this 9 day of Ap✓I 1 20 15
Notary Public: PEI BM f1 T t_ SEAL Notary Public State of Florida
,.►�T N
Commission Expires: 10jp . Patty M Burnette
IX j My Commission EE 218356
Expires 10/02/2016
(Rev 09/14)
Page 5 of 11
Petition No. i i. 3 " S ET
Affidavit Attesting to the Completeness and Accuracy
of the List of Surrounding Property Owners
I hereby certify under the penalty of law or the revocation of the requested approval sought that to the best of my
knowledge and belief, the attached list constitutes the complete and accurate list of the property owners,
addresses, and parcel identification numbers of all parcels and tracts within three hundred (300) feet not including
intervening streets, alleys, or waterways, of the perimeter of the lands which are subjects of, or are contiguous to
but held under the same ownership as, the lands subject to the application for a change in land use or zoning, said
list constituting a portion of that application. This affidavit is made based upon an inspection of the tax rolls of the
Property Appraiser of Okeechobee County as of NV- ( 1 (o , <2O 1 and the
Assertions made to me by members of that Office that the information reviewed constitutes the most recent
information available to that office. I therefore attest to this day of
lyri 1 , t) 1 j .
s- 4 ( tiP
Signature of 'Ap'plicant
Name of AppfiCant (printed or typed)
State of Florida
County of Okeechobee
Sworn to and subscribed before me this C0 day of
known to me or produced Ye,/ identification and
did not take an oath.
Date
0�5. Personally
MAF. OtliT A SHEATS
NOTARY PUBLIC
Gwinnott County - State of G orgSlli
My Comm: F_ *Piro Jwna 2g16
Iic, State of Florida
(Rev 3/5/15)
I:
Page 3 of 11
Prepared by and return to:
William J. Gardner, PA
7280 W Palmetto Park Rd Suite 208N
Boca Raton, FL 33433
File Number: 10644
MMR123726
Will Call No.:
. 1aC,
11111110111 11111 11111 11111 11111 11111111
FILE NUM 2014000234
OR t?K 7.1 PG 1S2
SHARON ROBERTSON? CLERK OF CIRCUIT COURT
OKEECHOBEE COUNTY► FLORIDA
RECORDED 01/09/2014 01:13:29 PM
AMT 8278,910.00
RECORDING FEES $27,+ :o
DEED DOC: E >i.�`'.. ?„111.1
RECORDED BY 1`1 F i n r_yn
Ps 152 - 154; (3 Pss)
Consideration: $278,910.00
Case No.11- 60033- CR- COOKE(s)
[Space Above This Line For Recording Data)
United States Special Warranty Deed
This Indenture, made this c2 day of November, 2013, between UNITED STATES OF AMERICA, whose
post office address is c/o Matt Martin Real Estate Management, LLC, 2801 Network Boulevard, Suite 500, Frisco, Texas,
70534, grantor, having divested title pursuant to and in accordance with the terms of the Final Order of Forfeiture entered on
the 24th day of August, 2012, by the United States District Court for the Southern District of Florida, and filed January 28, 2013
in Official Records Book 725, Page 531 and, Official Records Book 725, Page 542, Public Records of Okeechobee County,
Florida, in the case of UNITED STATES OF AMERICA v. Vincent Colangelo ,and United States of America v Rachel
Bass Case No.11- 60033- CR- COOKE(S) and
CSW 13, L.L.C., a Florida Limited Liability Company
whose post office address is: 805 SE 3`' Court, Okeechobee, Florida 34974, grantee:
(Whenever used herein the terms grantor and grantee include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and
the successors and assigns of corporations, trusts and trustees)
Witnesseth, that said grantor, for and in consideration of the sum TEN AND NO /100 DOLLARS (S10.00) and other good
and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has
granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate,
lying and being in Okeechobee County, Florida, to -wit:
A parcel of land lying in and comprising a part of government Lot 2 in Section 22, Township 37
South, Range 35 East, Okeechobee County, Florida, being more particularly described as follows:
Beginning at the intersection of the West right -of -way line of S. E. 10th Avenue (formerly Hancock
Street) with the South right -of -way line of State Road 70, thence run West along said South
right -of -way line of State Road 70 for a distance of 365 feet, more or less, to a point on the West
Boundary line of Government Lot 2 in Section 22, Township 37 South, Range 35 East; thence run
South along said West line of Government Lot 2 for a distance of 315 feet to the Southwest corner of
a parcel of land described in Official Records Book 209, Page 451, Public Records of Okeechobee
County, Florida; thence run East, along the South boundary line of said parcel of land described in
Official Records Book 209, Page 451, for a distance of 365 feet, more or less, to the West
right -of -way line of S. E. 10th Avenue (formerly Hancock Street); thence run North along said West
right -of -way line for a distance of 315 feet, more or less, to the Point of Beginning. Being the same.-`
property described in those certain instruments recorded in Official Records Book 209, Page 451;
Official Records Book 224, Page 733 and Official Records Book 239, Page 1391, all being in the
Public Records of Okeechobee County, Florida. LESS AND EXCEPT that property subject to the
Processed C &M: 2/10/15
DoubleTime"
Order of Taking in favor of Florida Power and Light Company recorded in Official Records Book
391, Page 1874, of the Public Records of Okeechobee County, Florida.
Tax Folio No. 2- 22- 37- 35 -0A00 -00011 -0000
SUBJECT TO:
1. Zoning and other governmental rules, regulations and ordinances.
2. Restrictions, covenants, conditions, easements and other matters of record.
3. Taxes and assessments subsequent to December 31, 2014.
Together with all the•teriements, hereditaments and appurtenances thereto belonging or in anywise appertaining.
To Have and to Hold, the same in fee simple forever.
And the grantor hereby covenants to specially warrant title to the property hereby conveyed against any claim or action arising
for the federal case styled United States of America v. Vincent Colangelo and Rachel Bass, Case No.11- 60033- CR- COOKE(s),
decided in the United States District Court for the Southern District of Florida, the Final Order of Forfeiture dated August 24,
2012 and as and recorded January 28, 2013 in Official Records Book 725, Page 531 and Official Records Book 725, Page 542,
Public Records of Okeechobee County, Florida.
And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor
has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land only,
and not any mobile homes, if any, and will defend the same against the lawful claims of all persons claiming by, through or
under the grantors.
In Witness Thereof, grantor has hereunto set grantor's hand and seal the day and year first above written.
Signed, sealed and delivered in the presence of:
Special Warranty Deed - Page 2
UNITED STATES O CA
�G►`S- By: V i-E eve
V\A epyte'�
CORPORATE SEAL
Case No.11- 60033- CR- COOKE(s)
Asset Forfeiture Unit
Processed C &M: 2l l eT(me®
State of
n )SS
County of 27i to a0ot-d-c.- )
Before me, the undersigned authority , this 02-D
A. -A19 H - t/ I ? e-1L-i
America, he/she acknowledged to me that he/she
expressed. He/She is personally known to me
Seal:
ANNA PEREMULIAM
Notary Mac - Stan of Fledda
My Comm. Expires Oat 0.2017
Commission N FF 011450
landtl
*Semi Mary Amn.
day of ✓i.ee , 2013, personally appeared,
, as the prz11estt WAIT St2tgt's3' on behalf of United States of
executed the foregoing histrument for the purposes and consideration therein
No Public
State of
My Commission Expires:
Processed C &M: 2/10/15
Special Warranty Deed - Page 3 DoubleTime
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OKEECHOBEE COUNTY PROPERTY APPRAISER'S OFFICE W.C. "BILL" SHERMAN, PROPERTY APPRAISER
AR-MEAT 100 FT SURROUNDING OWNERS
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UNITED STATES POSTAL SERVICE
MAYS JANET
Drawn By: RU55 DUNCAN CFE, AGRICULTURE / MAPPER
Date: 4/2/2015
THIS MAP HAS BEEN COMPILED FROM THE MOST AUTHENTIC INFORMATION
AVAILABLE AND THE OKEECHOBEE COUNTY PROPERTY APPRAISER'S OFFICE DOES NOT
ASSUME RESPONSIBILITY FOR ERRORS OR OMMISIONS CONTAINED HEREON
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SE 1 OTH AVENUE
(ASPHALT ROAD) 40' R/04
SANITARY
MANHOLE
w SUSAN E. O'ROURKE, P.E., Inc.
Traffic Engineering, Transportation Planning
TRAFFIC ANALYSIS
FOR
10TH AVENUE RESTAURANT AND RETAIL
Prepared for:
Ms. Tracy Gibson
Tracy Neely, LLC
1943 Ridgemont Lane
Decatur, GA 30033
Prepared by:
Susan E. O'Rourke, P.E., Inc.
969 SE Federal Highway, Suite 402
Stuart, Florida 34994
(772) 781 -7918
April 6, 2015
OR15041.0
Prepared by:
Susan E. O'Rourke, P.E., Inc.
Certificate of Authorization: #26869
969 SE Federal Highway, Ste. 402
Stuart, Florida 34994
772 - 781 -7918
Professional. Engineer
!... -.1� o -t
san E. O'Rourke, P.E.
Date signed and seabed: 4/6/15
License #: 42684
969 SE Federal Highway
Suite 402
Stuart, FL 34994
772.781.7918
SEORourke@comcast.net
SUSAN E. O'ROURKE, P.E., Inc.
Traffic Engineering, Transportation Planning
April 6, 2015
Tracy Neely, LLC
1943 Ridgemont Lane
Decatur, GA 30033
Re: 10th Avenue Restaurant and Retail
Dear Ms. Gibson:
Susan E. O'Rourke, P.E., Inc. has completed the traffic analysis of the proposed project to be
located on SE 10th Avenue and SR 70 in Okeechobee, Florida. The steps in the analysis and the
ensuing results are presented herein.
It has been a pleasure working with you. If you have any questions or comments, please give
me a call.
Respectfully submitted,
SUSAN E. O' RouRKE, P.E. INC.
, �i
Susan E. O'Rourke, P.E.
Registered Civil Engineer — Traffic
c4.o.10th Ave Restaurant and Retail
969 SE Federal Highway
Suite 402
Stuart, FL 34994
772.781.7918
SEORourke @comcast.net
TABLE OF CONTENTS
INTRODUCTION 1
PROJECT DESCRIPTION 1
ROADWAY CONDITIONS 3
PROJECT TRAFFIC 3
PROJECT DISTRIBUTION / ASSIGNMENT/ IMPACT 5
FUTURE TRAFFIC 5
INTERSECTION ANAYLSIS 5
DRIVEWAY VOLUMES 10
CONCLUSION 10
TABLES
TABLE 1: Trip Generation 4
TABLE 2: Project Significance 7
TABLE 3: Link Analysis — 2017 8
FIGURES
FIGURE 1: Project Location 2
FIGURE 2: Project Assignment 6
FIGURE 3: Turning Movements at SR 70 and 10th Avenue 9
APPENDICES
APPENDIX A
Site Plan
APPENDIX B
Transportation Data
APPENDIX C
Intersection Analysis /Driveway volumes
INTRODUCTION
Susan E. O'Rourke, P.E., Inc. was retained to prepare a traffic analysis for the proposed project
being submitted to the City of Okeechobee. The project is located on the south side of SR 70
and the west side of SE 10th Avenue in Okeechobee County.
The purpose of this report is to determine the impact on the surrounding roadway system
associated with the proposed project. The following components were addressed:
• Project description
• existing roadway conditions
• Project Trip Generation
• Project Significance
• 2017 Link Analysis
• Intersection Analysis
Each of these components is outlined herein.
PROJECT DESCRIPTION
The 10th Avenue Restaurant and Retail is a development consisting of 3,847 square feet of fast
food restaurant with a drive -thru and 8,320 square feet of retail development. The project will
have access through project driveways located on SR 70 and SE 10th Avenue. The project
location is shown in Figure 1. Appendix A contains the site plan.
1
State Road 70 Q
Project
Location
SE 10th Ave
sp
j0
North
not to scale
Figure 1
Project Location
10th Ave Restaurant and Retail
c4.o.10th Ave Restaurant and Retail Proj Location 2
ROADWAY CONDITIONS
The study area roadways were defined in terms of existing lane geometrics.
Existing Lane Geometrics
The study area was reviewed to determine the existing number and type of lanes along the
roadway. Each roadway is described below.
SR 70 is a four lane divided highway with a general east /west alignment.
US Highway 441 is a four -lane divided state highway from SR 70 to NW 36th Street. From 36th
Street to the County line, it is a two -lane state highway. There are several different capacities
assigned to the roadway. US 441 has a north /south alignment.
SE 10th Avenue is a two -lane north /south collector roadway that intersects SR 70.
Existing Traffic
Existing traffic was taken from the FDOT 2013 data on the FDOT website. Additional data was
taken from the 2011 EAR based Amendments and used to calculate the growth rate. These data
sheets are provided in Appendix B.
PROJECT TRAFFIC
To estimate traffic generated by the proposed 10th Avenue Restaurant and Retail, the ITE Trip
Generation, 9th Edition trip rates were applied. These calculations provide an estimate of the
typical generation. Trip generation for the project is shown in Table 1.
As shown, the project will generate 110 AM peak hour trips and 138 PM peak hour trips. There
will be 59 trips entering the project and 51 trips exiting the project in the AM and 69 trips
entering the project and 69 trips leaving the project in the PM peak hour.
3
Trip Generation
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PROJECT DISTRIBUTION / ASSIGNMENT/ IMPACT
The project traffic was distributed by general geographic direction and then assigned to the
roadway network.
Distribution /Assignment — This general distribution led to an assignment of trips based on the
anticipated ultimate destinations and the roadway paths used to reach those destinations.
Figure 2 shows the project assignment. As shown 60% travel west and 30% travel east on SR 70
with 10% traveling south on SE 10th Avenue.
Project Impact — Table 2 summarizes the project impact as a percent of service volume
capacity. As shown, there are no links with a 3% or greater impact.
FUTURE TRAFFIC
Although no links require analysis SR 70 is shown for informational purposes. The project is
expected to build out in 2017. To estimate future 2017 volumes on the links on SR -70 the
existing (2013) traffic volumes were increased to existing 2017 volumes by a growth rate of 1%
per year. Although calculations show negative growth, a 1% growth rate was used in this case.
The 2013 Average Annual Daily traffic volumes were factored by the published "K" factor to
estimate the 2013 peak hour two way volumes. The growth rate was then applied to estimate
the 2017 peak hour two way volumes. The project traffic was then added to the grown
volumes to estimate the 2017 Total Traffic volumes.
The total traffic volumes were then compared to the acceptable threshold. Tables 3a and 3b
show the volumes and level of service for SR 70 with and without the project traffic added
during the AM and PM peak hours, respectively. SR 70 will operate at level of service C.
INTERSECTION ANALYSIS
The intersection of SR 70 and SE 10th Avenue was analyzed for the AM and PM peak hours for
2017. Counts were made in 2013 and grown 1% per year to 2017. The traffic entering and
exiting 10th Avenue was taken from 2013 FDOT traffic counts. This traffic was estimated
turning coming and going east or west based on the two nearest traffic counts on SR 70 to this
area. It shows an approximate 60/40 West /East distribution. Project traffic was added to
create total traffic. The intersection was analyzed as a signalized intersection. Using HCS
signalized analysis, the intersection would operate at overall at Level of Service A for both the
AM and PM peak hour. Figures 3 shows the intersection volumes. The intersection data and
analysis is included in Appendix C.
5
25%
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60%
30%
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State Road 70 Q
/
Project
Location
SE 10th Ave
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Figure 2
Project Percent Assignment
North
not to scale loth Ave Restaurant and Retail
c 4.o.10th Ave Restaurant and Retail Percent Assignment 6
Table 2a: P
Significance- AM
Segment
From To
LOS C Two Way
Peak Hear peak project
Lanes Two Wire Volume
Project
Percent
Assignment
Percent
Project of
Capacity
Is Project
Traffic
More then
3% of
Capacity?
SR 70
US 441
10th Ave
US 98 US 441
US 441 Project Driveway
Project Driveway SR 710
NW 9th St SR 70
SR 70 SW 21st St
SR 70 SE 7th St
4 3060 17
4 3060 66
3060 33
3060 28
3060 22
580 11
15%
60%
30%
25%
20%
10%
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22%
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0.9%
0.7%
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00
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no
"Capacity: FDOT 2012 LOS
Table 2b: Project Significance- PM
In: 59
Out: 51
AM Total 110
Segment
From To
LOS C
Peak Hoar
Two Way("
Two Way
Peak Project
Valuate
Project
Percent
Assignment
Percent
Project of
Capacity
Is Project
Traffic
More then
3% of
Capacity?
SR 70 US 98 US 441
US 441 Project Driveway
Project Drivesvay SR 710
US 441 NW 9di St SR 70
SR 70 SW 21st St
10th Ave SR 70 SE 7th St
4
4
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00
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no
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"Capacity: FDOT 2012105
c4.o.10th Ave Restaurant and Retail Table 2 7
In: 69
Out: 69
PM Total 138
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c4.o.10th Ave Restaurant and Retail 2017 Link Analysis
FIGURE 3:TURNING MOVEMENT VOLUME COUNTS
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DRIVEWAY VOLUMES
The project volumes were shown at the project driveways to determine the need for turn lanes.
Given that the volumes are below industry standard of 30 vehicles in an hour for left turn lanes
and a minimum of 70 for right turn lanes, turn lanes are not recommended. The volumes are
shown in Appendix C.
CONCURRENCY REVIEW/ CONCLUSION
10th Avenue Restaurant and Retail has a traffic impact of 110 Net AM Peak hour trips and 138
Net PM Peak hour trips. These trips will not cause levels of service to fall below acceptable
levels in the future. Based on the data and calculations presented herein, the project does not
require additional analysis.
10
APPENDIX B
TRANSPORTATION DATA
Okeechobee 2010 EAR volumes
Growth Rate Calculations
2013 FDOT Traffic Counts
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OKEECHOBEE COUNTY
Evaluation and Appraisal Report 2011
Table 1.10
Estimated 2010 Roadway LOS - State Roads
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AM Ave
*eh OKRA
3.
Pdadpi MW
Source: Kimlei-Hom and Associates, nc. 2009.
OKEECHOBEE COUNTY
EAR - ADOPTED APRIL 2011 A3
19
Growth Rate Calculation
Growth Rate
01
0
O
�-i
N
01
O
M
N
N
01
O
Hour Volume
0
01
00
0
01
00
e-i
0
00
N
m
2010 PEAK
cc
0
0
00
.-1
N
a
1)i
N
0 H
• re re
Z
J
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est
0
to
v
ill
R
0
co
-a
co
0
o
To
a
t
0
0
FQ-
0
r-1
N
CG
N
E
0
L
LL
NW 9th Avenue
US Highway 441
C
1I
O
a
O C
N 3
0
• d
'0 .0
w
.0
o u
� o
w,0
clo
• O
J 0.
ar
a N
E
E • O
o
▪ en
o
z
c4 o growth rate calculation 10th ave
TABLE 2
Lanes
2
4
6
Lanes
2
4
6
Lanes
2
2
Multi
Multi
Generalized Annual Average Daily Volumes for Florida's
Transitioning Areas and
Areas Over 5,000 Not In Urbanized Areas'
INTERRUPTED FLOW FACILITIES
STATE SIGNALIZED ARTERIALS
Class I (40 mph or higher posted speed limit)
Median
Undivided
Divided
Divided
B C D
* 14,400 16,200
* 34,000 35,500
* 52, 100 53,500
Class II (35 mph or slower posted speed limit)
Median
Undivided
Divided
Divided
B C D
* 6,500 13,300
* 9,900 28,800
* 16,000 44,900
E
**
**
**
E
14,200
31,600
47,600
Non -State Signalized Roadway Adjustments
(Alter corresponding state volumes
by the indicated percent.)
Non -State Signalized Roadways - 10%
Median & Turn Lane Adjustments
Median
Divided
Undivided
Undivided
Undivided
Exclusive
Left Lanes
Yes
No
Yes
No
Exclusive
Right Lanes
No
No
No
No
Yes
One -Way Facility Adjustment
Multiply the corresponding two- directional
volumes in this table by 0.6
Adjustment
Factors
+5%
-20%
-5%
-25%
+ 5%
Lanes B
4 44,100
6 65,100
8 85,100
10 106,200
RRUPTED FLOW FACILITIES
12/18/12
FREEWAYS
C D E
57,600 68,900 71,700
85,600 102,200 111,000
113,700 135,200 150,000
141,700 168,800 189,000
Freeway Adjustments
Auxiliary Lanes Ramp
Present in Both Directions Metering
+ 20,000 + 5%
UNINTERRUPTED FLOW HIGHWAYS
Lanes Median B C D E
2 Undivided 9,200 17,300 24,400 33,300
4 Divided 35,300 49,600 62,900 69,600
6 Divided 52,800 74,500 94,300 104,500
Lanes
2
Multi
Multi
Uninterrupted Flow Highway Adjustments
Median Exclusive left Lanes Adjustment factors
Divided Yes +5%
Undivided Yes -5%
Undivided No -25%
BICYCLE MODE2
(Multiply motorized vehicle volumes shown below by number of
directional roadway lanes to determine two -way maximum service
volumes.)
Paved
Shoulder /Bicycle
Lane Coverage
0-49%
50-84%
85- 100%
B
*
1,900
7,500
C
2,600
5,500
19,500
D E
6,100 19,500
18,400 >19,500
>19,500
PEDESTRIAN MODE'
(Multiply motorized vehicle volumes shown below by number of
directional roadway lanes to determine two -way maximum service
volumes.)
Sidewalk Coverage
0-49%
50 -84%
85- 100%
B
*
*
3,800
C
*
1,600
10,500
D
2,800
8,600
17,100
E
9,400
15,600
>19,500
BUS MODE (Scheduled Fixed Route)3
(Buses in peak hour in peak direction)
Sidewalk Coverage B
0 -84% > 5
85- 100% > 4
C
>4
>3
D
>3
>2
0
E
>2
>1
2012 FOOT QUALITY /LEVEL OF SERVICE HANDBOOK TABLES
TABLE 5
Generalized Peak Hour Two -Way Volumes for Florida's
Transitioning and
Areas Over 5,000 Not In Urbanized Areas'
12/18/12
Lanes
2
4
6
Lanes
2
4
6
Lanes
2
2
Multi
Multi
INTERRUPTED FLOW FACIL1TIES
STATE SIGNALIZED ARTERIALS
Class I (40 mph or higher posted speed limit)
Median
Undivided
Divided
Divided
B C D
* 1,300 1,460
* 3,060 3,200
* 4,690 4,820
Class 11(35 mph or slower posted speed limit)
Median
Undivided
Divided
Divided
B C D
* 580 1,200
* 890 2,590
* 1,440 4,040
Non -State Signalized Roadway Adjustments
(Alter corresponding state volumes
by the indicated percent.)
Non -State Signalized Roadways - 10%
Median & Turn Lane Adjustments
Median
Divided
Undivided
Undivided
Undivided
Exclusive
Left Lanes
Yes
No
Yes
No
Exclusive
Right Lanes
No
No
No
No
Yes
One -Way Facility Adjustment
Multiply the corresponding two-directional
volumes in this table by 0.6
E
**
**
**
E
1,280
2,850
4,280
Adjustment
Factors
+5%
-20%
-5%
-25%
+ 5%
Lanes
4
6
8
10
UNINTERRUPTED FLOW FACILITIES
B
3,970
5,860
7,660
9,550
FREEWAYS
C D
5,190 6,200
7,710 9,190
10,230 12,170
12,750 15,190
Freeway Adjustments
Auxiliary Lanes Ramp
Present in Both Directions Metering
+ 1,800 + 5%
E
6,460
9,990
13,500
17,010
UNINTERRUPTED FLOW HIGHWAYS
Lanes Median B C D E
2 Undivided 820 1,550 2,190 2,990
4 Divided 3,170 4,460 5,660 6,260
6 Divided 4,750 6,700 8,480 9,400
Lanes
2
Multi
Multi
Uninterrupted Flow Highway Adjustments
Median Exclusive left lanes Adjustment factors
Divided Yes +5%
Undivided Yes -5%
Undivided No -25%
BICYCLE MODE'
(Multiply motorized vehicle volumes shown below by number of
directional roadway lanes to determine two -way maximum service
volumes.)
Paved Shoulder /Bicycle
Lane Coverage
0-49%
50 -84%
85 -100%
B C D E
* 140 550 1,760
170 500 1,650 >1,760
670 1 ,760 >1,760 **
PEDESTRIAN MODE'
(Multiply motorized vehicle volumes shown below by number of
directional roadway lanes to determine two -way maximum service
volumes.)
Sidewalk Coverage
0-49%
50 -84%
85 -100%
B C D
* * 250
* 150 780
340 950 1,540
BUS MODE (Scheduled Fixed Route)3
(Buses in peak hour in peak direction)
Sidewalk Coverage
0 -84%
85 -100%
B C D
>5 a4 >3
>4 >3 >2
E
850
1,410
>1,760
E
>2
?1
re
c
2012 FOOT QUALITY /LEVEL OF SERVICE HANDBOOK TABLES
In /Out: 59/51
963 0 (963)
(963) 0 963 —> 0 I —>(18) (11
(35) 35 0--1/ 15 18 0
(15) 0 111
17
Project
Location
o�
of
SE 10th Ave
State Road 70
North
not to scale
0= Existing Traffic
0= Project Traffic
(0)= Total Traffic
Figure 3
Driveway Volumes- AM
10th Avenue Restaurant and Retail
c4.0.10th Ave Restaurant and Retail AM Driveway 9
963 0 (963)
(963) 0 963 --
(41)410-1
Project
Location
In /Out: 69/69
State Road 70
SE 10th Ave
North
not to scale
0= Existing Traffic
0= Project Traffic
(0)= Total Traffic
Figure 4
Driveway Volumes- PM
10th Avenue Restaurant and Retail
c4.0.10th Ave Restaurant and Retail PM Driveway 10
General information
Agency ...
Analyst w u
Jurisdiction
I Intersection
File jName
Project Description
Demand Information
Approach Movement
Demand (v), veh/h
Signal information
Cycle, s IT120 0 1 Reference Phase 2 w
HCS 2010 Signalized Intersection Results Summary
Susan E. O'Rourke, P.E
AAA
Intersection Information
Inc t Duration, h I0.25
Analysis Date J4 /6/2015 Area Type .t Other ��
Okeechobee I Time Period PHF I0.90
SR 70 and 10th Avenue TAnayysis Year 2015 Analysis Period 1> 7:00
10th and SR 70AM.xus ,.......x_
SR 70 and 10th Avenue - AM "ry ` V m M�w
0 Reference Pant ,,..
Uncoordinated r No Simult Gap E/W
aced
1 Timer Results
I Assigned PhaseM
_Case Number
Phase Duration, s
'Change Period, (Y+Rc) s
Max Allow Headway (MAH), s
Queue Clearance Time We), s
I Green Extension Time (ge), s
I Phase Call Probability
p Max Out Probability
6
F t Srmult. Gap N/SA
Y
reen 97.8 102 00 i00 X00 $00
ellow44.0 ?4.0 0.0 X0.0 00 0.0
00.0 X0.0
EBL EBT WSL_ WST p N8
fi
80. 60
103.8,. ..., w,. . 103.8TM, �. .��.....,.
6.0 �.�.
0.0 00
0.0
10.0
16.2
6.0
3.2
03
1
0.00
Results
Approach Movement
Assigned Movement
I Adjusted Flow Rate (v), veh/h
Adjusted Saturation Flow Rate (s), veh/Mn
Queue Service Time (gs), s
Cycle Queue Clearance Time (ge), s
Green Ratio (g/C)
1 Capac tyr (c),
I Volume -to- Capacity Ratio (X),
Available Capacity (co), veh/h
Back of Queue (Q) vehAn (50th percentile)"
yQueue fStorage_Ratro (12Q) (50th ,per r!i!e)
Uniform Delay (dr), stveh
Incremental Delay (dz) s/veh
Initial Queue Delay (d3) s/veh
ontrol Delay (d), s/veh
Level of Service (LOS)
[Approach Defy; s/veh / LOS
Intersection Delay, s/veh / LOS
1 Muldmodal Resu is
Pedestrian LOS Score / LOS
!Bicycle LOS Score / LOS
EB WB NB
v. r
T j T R L T I
597 582 78 1092 1 v...w . L 121 58
41900 1850 48311809 i 11810;1610
43.9 10 2 12.7 9.6 1
....... 79, �..4 1.M.,d.
439 +102 56.6L96"
1 082 d 082 082 1 082 a 008 0
4, 15;41.4-1-.16168 277 2948 154 137
0.385 f 0.386 0.281 , 0.370 0 788 0.422
1549 I1508 277 2948 1267 1127 I
3.0 1 2.9 j �6 ' 25 ' 3.7 i.-7 , w..w._.
10001000 I moo [0006
3.0 , 3.0 21.7 ` 2.9
07 I 07 25 r 04
U0 a u60 °00u UO,.,w
3.7 1 3.7 24.3 Y 3.3
A A C A
3.7 4.7
. . fl ,.
00fl001
53.8 152 1
.41 0.8
00 I 0.0
572 4 529 f...,u.
E D
55.8E
2.2 B 1.8 A 2.9
15W 1.5 A,.,�.. 0.8
•
HCS 2010 Signalized Intersection Results Summary
General Information
Agency vF
Analyst
Jurisdiction
Intersection
File Name
Project Description
Susan E. O'Rourke, P.E. Inc.
Analysis Date 4 /6/2015
Okeechobee " Time Period k
SR 70 and 10th Avenue Analysis Year 2015
10th and SR 70 PM.xus
Demand Information
Approach Movement ,...,,,z.......
Demand (v), veh/h
SR 70 and 10th Avenue- PM
Intersection Information
Duration h 0 25
Area Type iOther
PHF a0
Analysis Period ;1> 7.00
Signal information
Cy'S_,. 120.0
Offset, 0
Uncoordinated No
Force Mode Fixed
s
4
r a ay r t
reenI971 4109 0.0 0.0
Yelkrw40 ¢450 X00 X00
n Red '2.0 X2.0 X0.0 0.0
mer Results
Assigned Phase
Case Number
Phase Duration, s ..M....
hange Period, (V+Rc), $
EBL <' EBT WB
NBL NBT SBL SBT
Max Allow Headway (MAH), s
Queue Clearance Time (gs), s
Green Extension Time (ge), s
Phase Call Probability
8.0
103.1
6.0
10.0
16.9
6.0
3.2
10.6
0.4
0
Movement Group Results
Approach Movement __be
Assigned Movement
Adjusted ()
Flow Rate (v), veh/h
Adjusted Saturation Flow Rate (s), veh/h/In
Queue Service Time (gs), s
Cyde Queue Clearance Time (gc), s
Green Ratio(g'V)
Capacity (c), veh/h
i Volume -to- Capacity Ratio (X)
i Available Capacity (c.) veh/h
Bads of Queue (Q) veh/In (50th percentile)
Queue Storage Ratio (RQ) (50th pert entile)v Y u ¢
Uniform Delay (di) s/veh
Incremental Delay (d2), s veh
Initial Queue Delay (d3), s/veh
Control Delay (d), s/veh
Level of Service (LOS)
a Approach Delay, sNeh / LOS
Intersection -De- lay, s/veh / LOS
597 582_
1900 1850
�.v
43.9 10.5
439 10.5
0.-81 O.871
1537 1497
0.388 y 0.389
1537 1497
3.2 4 3.1
000
32
O. 0.8
00 0.
3.9..,. 4.
Muitimodal Results
Pedestrian LOS Score / LOS
Bicycle LOS Score / LOS
0.81 0.81 ' u0.
274 2926 165 147
0.296 0.373
0.801 0393,
274 b 2926 I i 1267 ^ 1127
1.7 ` 2.7 r 4.0 " 1.7
o.06 t 000 000 0
22.4 3.1 53 5 514
2.7 s 0.4 34 x 06
0.0 4,, 0.0 r..,w 0.0 0.0
.9 k 52.0 k
2.2
1.5
2.9
0.8
2.8
Detail by Entity Name
Page 1 of 2
F ,OI !DA ART‘ 1. STAll
Di\ h10\ 01 CORP 11(
Detail by Entity Name
Florida Limited Liability Company
CSW 13, L.L.C.
Filing Information
Document Number L13000101792
FEI /EIN Number 46- 3209587
Date Filed 07/18/2013
Effective Date 07/18/2013
State FL
Status ACTIVE
Principal Address
1080 S.E. 23rd Street
OKEECHOBEE, FL 34974
Changed: 01/09/2014
Mailing Address
1080 S.E. 23rd Street
OKEECHOBEE, FL 34974
Changed: 01/09/2014
Registered Agent Name & Address
WORD, CARROL
1080 S.E. 23rd Street
OKEECHOBEE, FL 34974
Address Changed: 01/09/2014
Authorized Person(s) Detail
Name & Address
Title MGRM
WORD, CARROL
1080 S.E. 23rd Street
OKEECHOBEE, FL 34974
Annual Reports
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