HomeMy WebLinkAboutR-2021-032 U.S. Crane and Rigging (Pamela Kay Hayes) Site Plan Mod (SP-039-20MOD) and Variance (VA-100-20)RESOLUTION NO.2021-032
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA
BEACH, FLORIDA, APPROVING A VARIANCE (VA-100-20) TO SECTION
205-10(0) OF THE LAND DEVELOPMENT CODE ("CODE") TO PERMIT A
BUILDING HEIGHT OF SIXTY-ONE POINT EIGHTY-THREE (61.83) FEET
WHERE A MAXIMUM BUILDING HEIGHT OF THIRTY-FIVE (35) FEET
IS PERMITTED IN THE IG ZONING DISTRICT; AND APPROVING A
MODIFICATION TO THE PREVIOUSLY APPROVED SITE PLAN FOR
THE CONSTRUCTION OF AN APPROXIMATELY 115,000 SQUARE FOOT
INDUSTRIAL BUILDING IN THE I-G (INDUSTRIAL) ZONING DISTRICT
(SP-039-20MOD), SUBMITTED BY U.S. CRANE AND RIGGING, LLC, ON
BEHALF OF THE PROPERTY OWNER PAMELA KAY HAYES, AS
TRUSTEE OF THE ROBERT L. ELMORE JULY 2010 REVOCABLE TRUST,
FOR PROPERTY LOCATED AT 2980 W STATE ROAD 84, IN THE CITY
OF DANIA BEACH, FLORIDA, AS LEGALLY DESCRIBED IN EXHIBIT
"A";; PROVIDING FOR CONFLICTS; FURTHER, PROVIDING FOR AN
EFFECTIVE DATE.
WHEREAS, Resolution R-2020-103 was approved by the City Commission on September
14, 2020, approving a 145,000 square foot industrial building at 2980 W State Road 84 (SP-039-
20); and
WHEREAS, U.S. Crane and Rigging, LLC, on behalf of the owner, Pamela Kay Hayes,
as trustee of the Robert L. Elmore July 2010 Revocable Trust, (the "Applicant") has requested
approval of a modification of the previously approved site plan, for the proposed construction of
a new approximately 115,000 square foot warehouse building, reducing the proposed square
footage of the building by approximately 40,000 square feet, in the I-G (Industrial) zoning district
at 2980 W State Road 84 in the City of Dania Beach, Florida, as legally described in Exhibit "A";
and
WHEREAS, the Applicant has also requested approval of a variance to Section 205-10(D)
of the Land Development Code, to permit a building height of sixty-one point eighty-three (61.
83) feet where a maximum building height of thirty-five (35) feet is permitted in the IG Zoning
District; and
WHEREAS, the City Code of Ordinances, Chapter 28, entitled "Land Development Code"
(the "LDC"), of Part 6, entitled "Development Review Procedures and Requirements", Article
635, entitled "Site Plans" of Section 635-20(A), provides that site plan approval is required as a
condition to the issuance of a building permit; and
WHEREAS, on November 25, 2020, the City's Development Review Committee (the
"DRC" ), which includes representatives from the Broward Sheriff's Office, Broward Fire
Department, Public Services Department, the City's landscape consultant and the Planning
Division staff, reviewed the site plan for compliance with all applicable regulations; and
WHEREAS, the City Commission finds that the approval of the proposed variance (VA-
100-20) and site plan (SP-039-20MOD) is consistent with the City's Comprehensive Plan Policy
1.3 which provides that: "clean light industrial development will be encouraged to support the tax
base for the community and to provide a wide range of employment for residents of the
community;" and Policy 1.2 which provides that: "Commercialized activities will be provided to
serve the residents of the community"; and
WHEREAS, the City Commission finds that the approval of the proposed variance (VA-
100-20) and site plan (SP-039-20MOD) is consistent with the City's LDC Section 635-60 by
demonstrating compliance with the applicable land development regulations;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF DANIA BEACH, FLORIDA:
Section 1. That the foregoing "WHEREAS" clauses are ratified and confirmed as
being true and correct, and they are made a specific part of this Resolution.
Section 2. That the City's staff report (SP-039-20MODNA-100-20) is ratified and
confirmed as being true and correct and is made a specific part of the Resolution as finding of fact.
Section 3. That this certain application (VA-100-20) for a variance to Section 205-
10(D) of the Land Development Code, to permit a building height of sixty-one point eighty-three
(61.83) feet where a maximum building height of thirty-five (35) feet is permitted in the IG Zoning
District, is approved.
Section 4. That the issuance of a development permit by a municipality does not in any
way create any right on the part of an applicant to obtain a permit from a state or federal agency,
and does not create any liability on the part of the municipality for issuance of the permit if the
applicant fails to obtain requisite approvals or does not fulfill the obligations imposed by a state
or federal agency, or undertakes actions that result in a violation of state or federal law.
Section 5. Pursuant to Section 625-50 "Expiration of Variances," of the Land
Development Code, the variance (VA-100-20) shall automatically expire and become null and
void unless the applicant files a complete building permit application with construction drawings
2 RESOLUTION #2021-032
for the improvements shown on the site plan, within eighteen (18) months from the date of this
Resolution.
Section 6. That pursuant to Chapter 28, entitled, "Land Development Regulations",
Part 6, entitled, "Development Review Procedures and Requirements", the following Site Plan
(SP-039-20), is approved with the following conditions:
1. Provide FPL acceptance letter for proposed improvements in FPL easement areas.
(Engineering)
2. The Site Plan approval shall be concurrent with Variances approval. (Engineering)
3. Provide Maintenance of Traffic (MOT) Plan by a licensed General
Contractor/Professional Engineer in the State of Florida (If applicable).
(Engineering)
4. Detail and complete engineering plans will be required prior to Building and R/W
permit approval. (Engineering)
5. Provide utility piping conflict details plan, along with documentation to
demonstrate acceptability of the separation between water, sanitary, storm -water
service lines, etc. (Engineering)
6. Provide ADA parking, access / driveway, and sidewalks /ramps including
dimensions in accordance with Chapter 553 of the Florida Statutes. "Accessibility
of Handicapped Persons" and latest edition of "Accessibility Requirements
Manual" by Department of Community Affairs, Florida Board Building Codes and
Standards, and 'in accordance with Americans with Disability Act (ADA).
(Engineering)
7. Provide drawing file (dwg or dgn) disk of the approved site plan in Florida State
Plane Coordinate (NAD 83). This should be addressed as part of the final submittal.
(Engineering)
8. Provide regulatory agencies' approval documentation and Permits/Licenses (as
applicable) as part of the final submittal, prior to issuance of the Building Permit
(Broward County Surface Water License, Broward County EPGMD Wastewater
Permit, Florida Department of Environmental Protection, FDOT, BC
Environmental, BC Aviation, BCTED etc.). Also, include Utility / Right of Way
Permits from City, Broward County, and State Roads as applicable. (Engineering)
3 RESOLUTION #2021-032
9. Be advised that the Tier 2 address assignment is on hold due to multiple cities that
affect a confirmed address. All parties involved are currently investigating the
correct address for this project in the City of Dania Beach. There has not been an
official approved address assigned for the four Folio numbers that are currently
connected to this project. (Fire)
10. The proximity to the airport will be required FAA/BCAD review and approval.
Contact William Castillo, Airport Planner with Broward County Aviation
Department, located at 2200 SW 45 Street, Suite 101, Dania Beach, FL 33315,
(954) 359-6100. (Planning)
11. For all projects resulting in buildout of the site, such that construction staging
cannot occur on site, must obtain Staging Plan approval by the Community
Development Director prior to issuance of a building permit. The Staging Plan
must include, but is not limited to, location of equipment and material during
construction. (Planning)
12. PUBLIC ART PROGRAM: Per 0-2019-025, New development and
redevelopment in non-residential, mixed -use and multi -family zoning districts shall
provide fee for the creation, acquisition and installation of public art in the city.
a. Pay In -Lieu Public Art Fee: Pay one-half of one percent (0.5%) of the cost
of the proposed development project, as an "in -lieu" public art fee, with a
minimum payment of $5,000 and a maximum payment of $250,000; or
b. Combination of In -Lieu Public Art Fee and Placement of Art on Site:
Placement of art on the site of the development project, which shall have a
minimum value of one -quarter of one percent (0.25%) of the cost of the
proposed development project combined along with a one -quarter of one
percent (0.25%) payment of an "in -lieu" public art fee. The owner shall
provide documentation to the City that the art fee has been deposited into
an escrow account for said purpose prior to the issuance of a building
permit. Prior to placement on the development site, the art must be approved
by the Community Services Director or designed and conform to the
adopted public art guidelines. (Planning)
4 RESOLUTION #2021-032
Section 7. That pursuant to Section 635-100 "Expiration of Site Plans" of the Land
Development Code, the site plan (SP-039-20MOD) shall automatically expire and become null
and void unless the Applicant files a complete building permit application with construction
drawings for the improvements shown on the site plan, within eighteen (18) months from the date
of this Resolution.
Section 8. That the issuance of a development permit by a municipality does not in any
way create any right on the part of an Applicant to obtain a permit from a state or federal agency,
and does not create any liability on the part of the municipality for issuance of the permit if the
Applicant fails to obtain requisite approvals or does not fulfill the obligations imposed by a state
or federal agency, or undertakes actions that result in a violation of state or federal law.
Section 9. That all resolutions or parts of resolutions in conflict with this Resolution
are repealed to the extent of such conflict.
Section 10. That this Resolution shall be in force and take effect immediately upon its
passage and adoption.
PASSED AND ADOPTED on March 23, 2021.
ATTEST:
THOMAS SCHNEIDER, CMC TAMARA
CITY CLERK 14%. MAYOR
1SHE�y
APPROVED AS TO FORM AND CORRECTNESS:
J.
CITY
5 RESOLUTION #2021-032
EXHIBIT "A"
LEGAL DESCRIPTION
Legal Description (2980 W State Road 84 — Dania Parcel):
A portion of the Southwest one quarter (SW 1/4) of Section 19, Township 50 South, Range 42
East, Broward County, Florida AND a portion of the Southeast one -quarter (SE 1/4) of Section
20, Township 50 South, Range 42 East, Broward County, Florida, Broward County, Florida, all
more fully described as follows:
Commencing at the Southeast corner of said Section 19, being the Southwest corner of said
Section 20; thence North 03°32'20" West, on the East line of said Section 19, being the West line
of said Section 20, a distance of 1470.74 feet to the Point of Beginning; thence South 35°36'39"
West, a distance of 104.75 feet to a point of curve; thence Southwesterly on said curve to the left,
with a radius of 200.00 feet, a central angle of 22°34'20", an arc distance of 78.79 feet to a point
of tangency; thence South 13'02'19" West, a distance of 252.63 feet; thence South 04°38'27"
East, a distance of 123.61 feet; thence South 66°27'17" West, a distance of 445.17 feet; thence
North 23°32'43" West, a distance of 193.47 feet; thence North 51°15'01" East, a distance of
205.07 feet; thence North 32°20'38" East, a distance of 168.98 feet; thence North 22'01'19" East,
a distance of 371.74 feet; thence North 26°03'35" East, a distance of 185.00 feet; thence North
56°24'15" East, a distance of 103.92 feet; thence North 26°03'35" East, a distance of 88.28 feet;
thence North 03°32'20" West, on a line 5.00 feet West of and parallel with the said East line of
Section 19, a distance of 171.61 feet; thence North 89°20'02" East, on the Westerly extension of
the South line of the North one-half (N 1/2) of the North one-half (N 1/2) of the Southwest one -
quarter (SW 1/4) of said Section 20 and on said South line, a distance of 151.62 feet; thence
South 1731'52" West, a distance of 142.75 feet; thence South 03°49'42" West, a distance of
81.16 feet to a point of curve; thence Southerly on said curve to the left, with a radius of 175.00
feet, a central angle of 34°08'42", an arc distance of 104.29 feet to a point of reverse curve;
thence Southerly on said curve to the right, with a radius of 125.00 feet, a central angle of
65°55'39", an arc distance of 143.83 feet to a point of tangency; thence South 35°36'39" West, a
distance of 138.37 feet to the Point of Beginning.
All of said lands situate, lying and being in the City of Dania Beach, Broward County, Florida
and containing 313,054 square feet or 7.1867 acres, more or less.
6 RESOLUTION #2021-032
EXHIBIT `B"
SITE PLAN
RESOLUTION #2021-032
OWNER:
PAMELA KAY HAYES
900 NW 8TH AVE.
FORT LAUDERDALE, FLORIDA 33311
ARCHITECT:
RLC ARCHITECTS
14 SE 4TH STREET
BOCA RATON, FL. 33432
(561) 393-6555
(561) 395-0007 (FAX)
juan@rlcarchitects.com
LANDSCAPE ARCHITECT:
ARCHITECTURAL ALLIANCE LANDSCAPE
MANNY MADERA
612 SW 4TH AVE
FORT LAUDERDALE, FLORIDA 33315
(954)764-8858
mmaderaOarchall.net
CIVIL ENGINEER:
SUN —TECH ENGINEERING, INC.
MICHAEL GAI
4577 NOB HILL ROAD, SUITE 102
SUNRISE, FL 33351
(954)777-3123
mgai@suntecheng.com
SURVEYOR:
McLAUGHLIN ENGINEERING COMPANY
1700 N.W. 64th STREET, SUITE 400
FORT LAUDERDALE, FLORIDA, 33309
PHONE: (954) 763-7611
FAX: (954) 763-7615
jimOmeco400.com
DRAWINGS MAY BE OUT OF SCALE DUE
TO XEROX REPRODUCTION ERROR.
2980 W. State Road 84
City of Dania Beach, Broward County, Florida
SITE PLAN
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v,m tens nos
SITE caimmvy cvmer0
SECTION 20, TOWNSHIP 50 SOUTH, RANGE 42 EAST
LOCATION MAP
N.T.S.
4577 Nob Hill Road, Suite 102
STE Sun Tech
Sunrise, FL 33351
www sunZhen9.com
EnQineerinQp Inc.Certificate
of Auth. M7097/LB 7019
b b
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Phone(954)777-3123
E�v� rs vi.vn.ry r eyore
Fax (954)777-3114
INDEX OF DRAWINGS
SHEET NO.
TITLE
CS 1
COVER SHEET
S1
SURVEY
SP1 -SP3
SITE PLAN
A1.01
GROUND FLOOR PLAN
A3.01
ELEVATIONS
A302
COLOR ELEVATIONS
A4.00
3D RENDERINGS
LP-1 -LP.3
LANDSCAPE PLANS & DETAILS
ESPA
PHOTOMETRIC PLAN & DETAILS
PD1-PD3
PAVING, GRADING AND DRAINAGE PLAN
PD4
PAVING AND DRAINAGE DETAILS
W51 - W33
WATER AND SEWER PLAN
FP1 -FP2
FIRE PROTECTION PLAN
LEGAL DESCRIPTION:
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PROJECT NO. 20-4005
DESIGN DATE: MAY 2020
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GRAPHIC SCALE
= 100'
----------------
LAND USE: INDUSTRIAL
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MANIA BEACH
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❑ Administrative Variance
❑ land use Amendment
❑ Plat
❑ Rezoning
Cl Site Plan
❑ Special Exception
❑ Variance
❑ Other:
City of Dania Beady FiorMa
Department of Community Development
Planning and Zoning Division
(9S4) 924-6805 X3643
(954) 922-2687 Fax
Standard Development Application
Date Reed:
Petition No.:
(SMAMMA770N T OWSC7►LfDULEOMPAQW.7 ar 4)
THIS APPLICATION WILL NOT BE ACCEPTED UNTIL IT IS COMPLETE AND SUBMITTED WITH ALL
NECESARY DOCUMENTS. Refer to the application type at the top of this form and "Required
Documentation" checklist to determine the supplemental documents required with each application.
For after the fact applicatiom, the responsible contractor of record shall be present at the board hearing. Their
failure to attend may impact upon the disposition of your application. As always, the applicant or their
audwized legal agent most be present at all meetings. All projects must also obtain a building permit fran the
Gty Budding Division. For more information please reference the Dania Beach Land Development Code
Part 6, Development Review Procedures and Requirements,
Location Address: 2980 W State Road 84
Lot(s): Block: Subdivision:
Recorded Plat Name:
Folio Number(s): 504219000122 & 504219000123 Legal Description: Please see attached.
Applicant/Coimitant/Legal Representative (circle one) Deena Gray, Esq. for Greenspoon Marder LLP
AddreSS Of Applicant: 200 East Broward Blvd_, Suite 1800. Fort Lauderdale, FL 33301
BUSineSS Telephone: (954) 527-2443 Home: N/A Fax: (954) 333 4043
E-mail address: Deena.Gray@gmlaw.com
Name of Property Owner` Pamela Kay Hayes. as trustee of the Robert L. Elmore July 2010 Revocable Trust
Address of Property Owner: 900 NW 8th Avenue, Fort Lauderdale, FL 33311
Business Telephone: Home: Fax:
Explanation of Request: Industrial (See attached for details)
For Plats please provide pmpose+d Plat Name for VaManem please afwh L7aIter,& Slat+ement as per
SmIlan 62S40 of the Land Development Cade.
Prop, Net Acreage: 7,19 ac Gross Acreage: 7.19 ac Prop. Square Footage: 313,079 sf
Existing Use: Vacant Proposed Use: Warehouse and light industrial with outdoor crane storage, vehicle
fleet parking as an accessory use to the main permitted use
1 of 4 Updated 11/2018
Is property owned individually, by a corporation, association, or a joint venture?
Pamela Kay Hayes, as trustee of the Robert L. Elmore July 2010 Revocable Trust
I/we are fully aware of the request being made to the City of Dania Beach. If I/We are
unable to be present, I/we hereby authorize Greeropm Marder LLP
(individual/firm) to represent me/us in all matters related to this application. I/we
hereby acknowledge that the applicable fee was established to offset administrative costs
and is not refundable.
I/we are fully aware that all approvals automatically expire within 12 months of City of
Dania Beach Planning and Zoning Board or City Commission approval, or pursuant to the
expiration timeframe listed in Part 6 of the Dania Beach Land M :xnt Code.
STATE OF FLORIDA
COUNTY OF BROWARD By;
62— a 0. It
The foregoing instrument (Owner / Agent
was acknowledged
BEFORE ME THIS 77w DAY OF MIZ 20 2. o
By:
�1 InAV ro.STPAL
(Print name of person acknowledging) (3oint owner signature N applicable)
Notary
SAMAYFOSM
(Signature of Notary Public — State of 60,9104 ] 07 WCfl,tt��,r,GG0�
n1v�&e' 202ue0eiMMu
Personally known _ Y or Produced Identification
Type of identification produced: or Drivers Uoeem
*If joint ownership, both parties must sign. If partnership, corporation or
association, an authorized officer must sign on behalf of the group. A notarized
letter of authorization from the owner of record must accompany the application if
an authorized agent signs for the owner(s).
NO APPLICATION WILL BEAUTOMA77CALL )'SCHEDULED FOR A MEETING,
ALL APPLICATIONS MUST BE DETERMINED COMPLETE BYSTAFF
BEFORE PROCESSING OCCURS.
2 of 4
updtled 0212017
May 4, 2020
To Whom It May Concern:
We hereby authorize Greenspoon Marder LLP to act as lobbying agents in connection
with obtaining governmental permits and approvals necessary for the properties identified as
Folio Numbers: 504220000200, 504220000240; and 504220000245 located in the City of Fort
Lauderdale and Folio Numbers: 50421900012121 and 504219000123 located in the City of Dania
Beach
Pamela Kay Hayes, as trustee of the Robert L.
Ell e July 2010 Revocable Trust
TAA, 0 OA
By: P PV
'PAmerLA f,* HAYES
Print Name
—MSTIE-6-
Title
STATE OF )ss
COUNTY OF
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State
aforesaid and in the County aforesaid to take -acknowledgments. the foregoing w
ol
instrum � as
;14
acknowledged before me by ;7kcz4CAV V,,oNE-5 by means of physical presence
y.
or online notarization, and who is personally known to me or who has produced
P&VeX*5 LiCC.14WOM as identification.
WITNESS my hand and official seat in the County and State last aforesaid this 7 day of
t%o'tt 2020.
4IDA MAY FOSTER
4.
MYCOMMISSION #GG08H35
EVIRES: May 1, 2021
Bonded Thru Notary Public Undem"m
My Commission Expires:
I/
411
10/4 -V&'
Notary kl�'
Typed, printed or stamped name of Notary Public
2980 West State Road 84
Dania Beach, Florida
prepared for:
2980 W State Road 84 LLC
traffic study
7RAi7E0Y
�p f ENGINEERING, INC.
July 2020
7WA)7RC11
ENGINEERING, INC.
July 8, 2020
2980 W State Road, LLC
c/o Thomas Auringer
628 Coral Way
Fort Lauderdale, Florida 33301
Re: 2980 West State Road 84 - Dania Beach, Florida
Dear Mr. Auringer:
Traf Tech Engineering, Inc. is pleased to provide you with the results of the traffic
evaluation' associated with proposed urban precast facility (industrial) located
on Marina Road in the City of Dania Beach in Broward County, Florida.
Project Description and Access
The project will consist of 117,628 square feet of industrial use. The main access to
the project is planned via the existing Marina Road. Appendix B contains the site
plan associated with the subject industrial development). For purposes of this
traffic evaluation, the project is anticipated to be built and occupied in the year
2022. The following tasks were undertaken as part of this evaluation:
o Documented the existing lane geometry of the study area. Two (2)
intersections were identified as the locations that will be impacted the most
by the proposed project. These two intersections include SR 84/SW 30th
Avenue and SW 30th Avenue/Marina Road. Figure 1 illustrates the existing
lane geometry of the study intersections.
o Collected intersection turning movement counts during the critical peak
periods (7:00 AM to 9:00 AM) and (4:00 PM to 6:00 PM) at the following
locations:
- SR 84 and SW 30th Avenue in 2018(traffic signal)
- SW 30th Avenue and Marina Road in 2020 (stop control)
' The traffic methodology is contained in Appendix A.
840o N. University Drive, Suite 3og, Tamarac, FL 33321 T: 954-582-o988 F: 954-582-og8g
7QA 7Eal
ENGINEERING, INC.
The above traffic counts were recorded on Wednesday, September 19,
2019 and Thursday, June 18, 2020. The traffic counts were adjusted by
utilizing a peak season factor of 1.08/1.05 based on FDOT peak season
adjustment factors. The traffic counts are included in Appendix C as well as
the signal timing plans for the signalized intersection at SR 84. The peak
season adjustment factors and historical traffic counts are provided in
Appendix D.
Additionally, an adjustment factor was applied to account for the effects
of COVID-19. The calculations used to account for COVID-19 is reflected in
Table E-1 and Table E-2, both located in Appendix E. Figure 2 shows the
2020 peak season AM and PM peak hour traffic volumes adjusted to
account for Covid-19.
o Determined the trip generation of the proposed land use based on the trip
generation equations/rates published in the Institute of Transportation
Engineers (ITE) Trip Generation Manual (1Oth Edition). Table 1 below
documents the trip generation associated with the subject project. As
presented in Table 1, the proposed project is projected to generate
approximately 504 daily trips, approximately 50 AM peak hour trips (44
inbound and 6 outbound) and approximately 41 trips during the typical
afternoon peak hour (5 inbound and 36 outbound).
TABLE 1
Trip Generation Summary (Proposed Use)
2980 West SR 84 Dania Beach Site
Land Use
Size
DaitV Trips
AM Peak Hour
PM Peak Hour
Total Trips
Inbound
Outbound
Total Trips
Inbound
Outbound
Industrial LUC 110
117,628
sf
1 504
50
44
6
41
5
36
External Trips
1 504
50
44
6
41
5
36
source: I1 L Irlp Ueneratlon Manual (7 uth Ldition)
o The project's peak -hour trips documented in Table 1 were distributed and
assigned to the study area based on knowledge of the study area,
examination of the surrounding roadway network characteristics, review of
current traffic volumes, and existing land use patterns. The trip distribution
assumed for the subject industrial development is summarized below:
- 80% to and from the north via SW 30th Avenue/SR 84
- 30% to and from the east via SR 84
- 50% to and from the west via SR 84
- 20% to and from the south via SW 30th Avenue
2
7R`AF7F"cH
ENGINEERING, INC.
Figure 3a document the project traffic assignment based on the above traffic
percentages. The project trips associated with the Fort Lauderdale site is depicted
in Figure 3b.
o Figures 4 and 5 present the future traffic volumes for the study area. Figure 5
includes background traffic only (without the proposed project) and
Figure 6 includes the additional traffic anticipated to be generated by the
proposed development. The background traffic includes peak season
adjustments, traffic growth based on historical traffic data within the study
area (refer to Appendix D), and trips associated with approved
developments (Herc Rentals, 1-595 Business Center, 1-595 B/C 3500 Building
and the 2980 W SR 84 site located in the City of Fort Lauderdale). As
indicated in the growth analysis presented in Attachment D, growth has
been minimal over the past five (5) years (2014-2019). However, to assess
traffic impacts with a conservative approach, a 1.0% growth rate,
compounded annually was applied for the future traffic projections. The
future traffic volumes are presented in Appendix F in tabular format.
o To determine the impacts created to the impacted intersections,
capacity/level of service analyses were undertaken using the SYNCHRO
software. The results of the capacity/level of service analyses are
presented in Table 2. As summarized in Table 2, the intersection of SW 30th
Avenue and Marina Road is currently operating adequately and is
projected to function at an acceptable level of service in the year 2022
with the proposed project in place. Both driveways are also projected to
operate at acceptable levels of services. The signalized intersection of SR
84 and SW 30th Avenue is currently operating deficiently in the PM peak
hour and will continue to operate below the level of service standard with
the proposed project in place. However, the 2980 W State Road 84 project
is projected to increase delay by less than 5 seconds, which is insignificant.
The SYNCHRO outputs are contained in Attachment G.
Plec
Sinc
TRA
J
Se
e give me a call if you have any questions.
rely,
TECH ENGER NC e7IN
I
in E. Vargas,
Transportation ngineer
3
♦Z
O
00
Driveway
3 *�
aD CO
.L
Q C
7
i
SW 301" Avenue �—
LEGEND
Left -Turn Lane
—► Through Lane
—i Right -Turn Lane
WARE-al/�„Q Q1T FIGURE 1
ENGINEERING, INC. Lane Geometry 2980 SR 84
Dania Beach, Florida
♦Z
0
ca 00
c .0
'� ca
Driveway Oc
AML
m CIO
>
r-
Q N N CCO N
O
ti
CO
M
CNO N M
35 (6)
SW 301" Avenue to 4 1,029 (474) �J
(5) 27 --+ (940) 259 -� 1
(1,227) 522 —► (288) 263
000
ti
N M
N
LEGEND
XX AM Peak Hour
(YY) PM Peak Hour
Traffic Counts FIGURE 2
%RARKOI 2980 SR 84
ENGINEERING, INC.
Year 2020 Peak Season Dania Beach, Florida
50% ♦ Z
co
0
-� W v
m 00
(0 = c�
0
Driveway
m
0 � N
` ► ch
t'V
N
SW 301h Avenue 4 1 (7) � 35 (4)
o
20% (1)9-0 (1)9(18)3---+
(11)2�
LEGEND
XX AM Peak Hour 30%
(YY) PM Peak Hour
Project Trip Distribution FIGURE 3a
TRAAE—al „ /� R C 2980 SR 84
ENGINEERING, INC. (Dania Beach Site
Dania Beach, Florida
♦Z
0
c .a
0
Driveway
Q
>
�L LO00 ~
��
CO C"j
.I Imo` CO00
L 37 (7)
SW 30th Avenue � 1 4 1,109 (523)
(9) 29 (1,001) 281 t
(1,312) 553 —► (312) 279 LO M
N F
LO
N �
N
LEGEND
XX AM Peak Hour
(YY) PM Peak Hour
TafTcH Background Traffic FIGURE 4
ENGINEERING, INC. 2980 SR 84
(Year 2022 Peak Season) Dania Beach, Florida
♦Z
0
_ 00
0
Driveway i W
♦ m
(12)6� U)
> o o>
iCD
ti
ti
6) M LO
N N CO
r
� � N �
3 (18) 72 (11) I
SW 301h Avenue ® f-1,125 (514) 1,109 (523) � `►
(1,322) 591 (10) 38 (1,019) 284 1
(1,312) 553 —► (323) 281
LO CO
M �
LO
N �
N
LEGEND
XX AM Peak Hour
(YY) PM Peak Hour
Total Traffic with Project FIGURE 5
WARE-H 2980 SR 84
ENGINEERING, INC. Year 2022 Peak Season
Dania Beach, Florida
TABLE 2
Level of Service Analyses
2980 W State Road 84 (Dania Beach Site)
EASTBOUND
WESTBOUND
NORTHBOUND
Intersection
Intersection
Time
Period
Approach
Approach
Approach
LOS
Delay (sec)
LOS
Delay
LOS
Delay
LOS
Delay
SW 30 Avenue & SR 84 (Signal)
AM
C (C) [C]
30.7 (33.7)[33.7]
D (D)[D]
36.1 (48.7)[53.5]
E (E )[E]
64.0 (65.0)[65.5]
D (D)[D]
35.8 (41.1)[42.5]
PM
B (B)[B]
18.5 (19.0)[19.0]
F (F)[F]
107.6 (135.2)[135.2]
F (F)[F]
228.7 (261.7)[271.1]
F (F)[F]
113.9 (136.4)[139.0]
AM
C (C )[C]
15.8 (19.4)[21.3]
SW 30 Avenue & Marina Road
PM
C (C )[D]
18.9 (22.6)[25.0]
Marina Road &Driveway 1
AM
(A)[A]
(8.5)[8.5]
PM
(A)[A]
(8.5)[8.7]
AM
(B)[B]
(13.3)[13.3]
SW 30 Avenue & Driveway 2
SOURCE: SYNCHRO. LEGEND: 2020 Existing ( 2022 Background)[ 2022 Future Total]
TA q,R11
ENGINEERING, INC.
APPENDIX A
Traffic Methodology
7R"�AF%ECH
ENGINEERING, INC.
MEMORANDUM
To: City of Dania Beach
From: Joaquin Vargas
Date: June 4, 2020
Subject: 2980 West SR 84 - Traffic Study Methodology
Project Location: 2980 West SR 84 (off of Marina Road) - Refer to Site Plans
Cities of Dania Beach and Fort Lauderdale)
New Land Uses: 144,541 sf of industrial (Dania Beach)
174 units for dry dock storage (Fort Lauderdale)
Trip Generation: Trip Generation - to be performed in accordance with the ITE
Trip Generation (1 Oth Edition) report and information provided
Refer to Tables 1 a, 2a and 1 b,2b
Trip Distribution & Assignment: To be based upon current land use patterns and
the surrounding transportation network
• Traffic Counts
o AM (7-9) & PM (4-6) peak period turning movement counts
• SR 84 and SW 30th Avenue (counts from 2018, grown to 2020
based on FDOT historical database)
■ SW 30th Avenue and Marina Road (new counts to record
inbound and outbound traffic using Marina Road today and
the through volumes on SW 30th Avenue will be taken from
the 2018 counts, growth based on FDOT historical database.
• Signal Timing - timing plans for the study intersections will be obtained
from Broward County Traffic Engineering.
• Background Growth - historic traffic data maintained by the Florida
Department of Transportation (FDOT) will be reviewed for the purposes of
determining historic growth rates in the project study area.
840o N. University Drive, Suite 3og, Tamarac, FL 33321 T: 954-582-o988 F: 954-582-og8g
7Rr�AwF7E'al
ENGINEERING, INC.
• Build Out Year- it is anticipated that the build out year for this project will
be 2023.
• Level of Service Analyses
o Periods to be Analyzed
■ Base Year (2020)
■ Project Build Out Year without Project Traffic
■ Project Build Out Year with Project Traffic
o Intersection Analyses
■ Signalized intersection analysis procedures
■ To be performed in accordance with HCM 2010 procedures
■ Utilize SYNCHRO traffic analysis software
• Driveway and Site Plan Access Analysis -The project driveways will be
evaluated, addressing level of service and queues. Input regarding site
plan, such as turning radii, sight distance, and circulation will be
addressed.
• Traffic Report - This analysis will be presented in a traffic memorandum
and accompanied by supporting data.
2
TABLE 1 a
Trip Generation Summary (Proposed Use)
2980 West SR 84 (Fort Lauderdale Site)
Land Use
Size
Daily Trips
AM Peak Hour
PM Peak Hour
Total Trips
I Inbound
Outbound
Total Trips
Inbound
I Outbound
Dry Dock Storage (LUC 420)
174 slipsl
419
12
1 4
8
37
22
15
External Trips
419
12
4
8
37
22
15
Source: 1I t 1 np Generation Manual (10th Edition)
TABLE 2a
Trip Generation Summary (Proposed Use)
2980 West SR 84 (Dania Beach Site)
Land Use
Size
Daily Trips
AM Peak Hour
PM Peak Hour
I Total Trips I Inbound
I Outbound
Total Trips
Inbound
Outbound
Industrial (LUC 110)
1144,5311
sf
1 606
1 59 1 52
1 7
48
6
42
External Trips
606
1 59
1 52
7
48
6
42
Source: I 1 E Trip Generation Manual (10th Edition)
Total Both Sites 1 1,025 1 71 1 56 1 15 1 85 1 28 157
ITE Land Use Code 420 - Marina
Daily Trips: T = 2.41 (X), X = slip
AM Peak: T = 0.07 (X) (33% inbound and 67% outbound), X = slip
PM Peak: T = 0.21 (X) (60% inbound and 40% outbound), X = slip
ITE Land Use Code 110 - Light Industrial
Daily Trips: T = 3.79 (X) + 57.96, X = 1,000 square feet
AM Peak: Ln (T) = 0.74 Ln (X) + 0.39 (88% inbound and 12% outbound), X = 1,000 square feet
PM Peak: Ln (T) = 0.69 Ln (X) + 0.43 (13% inbound and 87% outbound), X = 1,000 square feet
7TAFW-ai
ENGINEERING, INC.
TABLE lb
Trip Generation Summary (Proposed Use)
2980 West SR 84 (Fort Lauderdale Site)
Land Use
Size
Daily Trips
AM Peak Hour
PM Peak Hour
I Total Trips
I Inbound
Outbound
Total Trips Inbound I Outbound
Dry Dock Storage (LUC 420)
1 174 slipsl
211
1 7
1 2
5
19
11
8
External Trips
211
7
1 2
5
19
11
8
Source: ITE Trip Generation Manual (10th Edition)
TABLE 2b
Trip Generation Summary (Proposed Use)
2980 West SR 84 (Dania Beach Site)
Land Use
Size
Daily Trips
AM Peak Hour
PM Peak Hour
I Total Trips
I Inbound I Outbound
Total Trips Inbound Outbound
Industrial (LUC 110) 1 64
lemp
1 207
1 YT---T
28 1 4
31
4
27
External Trips
I
1
1 207
1 32
1 28
1 4
31
4
27
Source: ITE Trip Generation Manual (10th Edition)
Total Both Sites 1 418 1 39 30 9 1 50 1 15 1 35
ITE Land Use Code 420 - Marina (Since it is dry storage, not wet slips, used 0.5 x ITE Rates)
Daily Trips: T = 1.21 (X), X = slip
AM Peak: T = 0.04 (X) (33% inbound and 67% outbound), X = slip
PM Peak: T = 0.11 (X) (60% inbound and 40% outbound), X = slip
ITE Land Use Code 110 - Light Industrial (used employees, based on NY Facility, 64 employees maximum)
Daily Trips: Ln (T) = 0.77 Ln (X) + 2.13, X = employees
AM Peak: T = 0.54 (X) - 2.20 (88% inbound and 12% outbound), X = 1,000 square feet
PM Peak: T = 0.54 (X) - 3.96 (13% inbound and 87% outbound), X = 1,000 square feet
7 ARRal
ENGINEERING, INC.
APPENDIX B
Site Plan for 2980 West SR 84
APENDIX C
Signal Timing Data and Traffic Counts
BR,V,N BROWARD COUNTY TRAFFIC ENGINEERING
C�31 STY ACTUATED TRAFFIC SIGNAL. TIMING SHEET
Intersection Number 2276 Initial Operation Date 10116/91
Controller Type
Modification Number
DrawinWProject No
Intersection
Municipality
2070 System Number
11 Modification Date
423(X04-1-52-01 FPL Grid Number
SR 84 and SW 29 AVENUE
DANIA BEACH
01 /07/2015
87377854507
Controller Phase
1 2
3 4
5
6 .7 8
Face Number
1 2
4
5
6
Direction
EBL WB
NB
WBL
EB
Initial Green(MIN)
5 12
6
5
12
Vehicle ExQGAP)
1.5 3.0
2.0
1.5
3.0
Maximum Green I
15 80
3.5
20
80
Maximum Green 11
Yellow Clearance
5.0 5.0
5.0
5.0
5.0
All Red Clearance
2.0 2.0
2.5
2.0
2.0
Phase Recall
OFF MIN
OFF
OFF
MIN
Detector Delay
Walk
7
Pedestrian Clearance
25
Permissive
NO
DUAL
Flash Operation
RED YELLOW
RED
RED
YELLOW
Attachment
NOTES:
1. MOD I 1 UPDATFS EWL YELLOW CLEARANCE VALUES PER FDOT STANDARDS.
Submitted By
Approved By
Broward County Timing Sheet 5/24/2018 1:46:00 PM
Station : 2276 - SR 84 & SW 29 Ave ( Standard File )
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BROWARD COUNTY
TRAFFIC ENGINEERING DIVISION
LOCATION State Road 84 & SW 29 Avenue
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Traf Tech Engineering Inc.
File Name : 1- SR-84 & SW 30th Ave
Site Code : 00000000
Start Date : 9/19/2018
Page No
Groups Printed- Autos - Heavv Vehicles
SW 30th Ave
SR-84
SW 30th Ave
SR-84
From North
From East
From South
From West
Start Time
Right
Thru
Left
-Toms
App T,w
RI ht
Thru
Left
�-Turns
A p Tdel
RI ht
Thru
Left
-Toms
App Total
Rl ht
Thru
Left
�-Toms
--App Toga
Int. Total
07:00
0
0
0
0
0
0
148
41
3
192
34
0
37
0
71
84
298
0
7
389
652
07:15
0
0
0
0
0
0
150
69
3
222
39
0
42
0
81
137
507
0
10
654
957
07:30
0
0
0
0
0
0
163
67
9
239
59
0
44
0
103
136
590
0
12
738
1080
07:45
0
0
0
0
0
0
217
124
11
352
51
0
37
1
89
165
520
0
13
698
1139
Total
0
0
0
0
0
0
678
301
26
1005
183
0
160
1
344
522
1915
0
42
2479
3828
08:00
0
0
0
0
0
0
161
87
11
259
59
0
54
0
113
139
531
0
6
676
1048
08:15
0
0
0
0
0
0
184
85
33
302
70
0
100
0
170
131
478
0
4
613
1085
08:30
0
0
0
0
0
0
208
68
19
295
49
0
89
0
138
131
406
0
2
539
972
08:45
0
0
0
0
0
0
136
72
3
211
45
0
51
0
96
124
332
0
6
462
769
Total
0
0
0
0
0
0
689
312
66
1067
223
0
294
0
517
525
1747
0
18
2290
3874
- BREAK -
16:00
0
0
0
0 0
0
324
37
7
368
55
0
167
0
222
48
175
0
2
225
815
16:15
0
0
0
0 0
0
460
55
10
525
51
0
145
1
197
72
242
0
3
317
1039
16:30
0
0
0
0 0
0
492
51
11
554
78
0
186
0
264
76
216
0
4
296
1114
16:45
0
0
0
0 0
0
460
43
5
508
58
0
186
0
244
62
219
0
2
283
1035
Total
0
0
0
0 0
0
1736
186
33
1955
242
0
684
1
927
258
852
0
11
1121
4003
17:00
0
0
0
0 0
0
545
34
9
588
69
0
235
0
304
45
245
0
3
293
1185
17:15
0
0
0
0 0
0
606
50
13
669
56
0
246
0
302
69
242
0
4
315
1286
17:30
0
0
0
0 0
0
469
39
4
512
74
0
244
1
319
68
181
0
2
251
1082
17:45
0
0
0
0 0
0
467
44
5
516
53
0
146
3
202
66
201
0
0
267
985
Total
0
0
0
0 0
0
2087
167
31
2285
252
0
871
4
1127
248
869
0
9
1126
4538
Grand Total
0
0
0
0 0
0
5190
966
156
6312
900
0
2009
6
2915
1553
5383
0
80
7016
16243
Apprch %
0
0
0
0
0
82.2
15.3
2.5
30.9
0
68.9
0.2
22.1
76.7
0
1.1
Total %
0
0
0
0 0
0
32
5.9
1
38.9
5.5
0
12.4
0
17.9
9.6
33.1
0
0.5
43.2
Autos
0
0
0
0 0
0
5134
1962
1497
5266
15911
% Autos
0
0
0
0 0
0
98.9
96.8
100
98.6
97.3
0
97.7
100
97.6
96.4
97.8
0
98.8
97.5
98
Heavy Vehicles
% Heavy Vehicles
0
0
0
0 0
0
1.1
3.2
0
1.4
2.7
0
2.3
0
2.4
3.6
2.2
0
1.2
2.5
2
Traf Tech Engineering Inc.
File Name
Site Code
Start Date
Page No
1- SR-84 & SW 30th Ave
00000000
: 9/19/2018
:2
SW 30th Ave
From North
SR-84
From East =
SW 30th Ave
From South
SR-84
From West
Start Time
Right I Thru I Left I .-toms r.,
I Right I Thru I Left Iurona rmel
I Right I Thru I Left I u-rvnc row
Right I Thru I Left I u.,— anal
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30
Int. Total
07:30
0
0
0
0
0
0
163
67
9
239
59
0
44
0
103
136
590
0
12
738
1080
07:45
0
0
0
0
0
0
217
124
11
352
51
0
37
1
89
165
520
0
13
698
1139
08:00
0
0
0
0
0
0
161
87
11
259
59
0
54
0
113
139
531
0
6
676
1048
08:15
0
0
0
0
0
0
184
85
33
302
70
0
100
0
170
131
478
0
4
613
1085
Total volume
0
0
0
0
0
0
725
363
64
1152
239
0
235
1
475
571
2119
0
35
2725
4352
App. Total
0
0
0
0
0
62.9
31.5
5.6
50.3
0
49.5
0.2
21
77.8
0
1.3
PHF
.000
.000
.000
.000
.000
.000
.835
.732
.485
.818
.854
.000
.588
.250
.699
.865
.898
.000
.673
.923
.955
Autos
0
0
0
0
0
0
696
351
64
1111
231
0
218
1
450
555
2086
% Autos
0
0
0
0
0
0
96.0
96.7
100
96.4
96.7
0
92.8
100
94.7
97.2
98.4
0
100
98.2
97.4
Heavy Vehicles
k Heavy Vehicles
0
0
0
0
0
0
4.0
3.3
0
3.6
3.3
0
7.2
0
5.3
2.8
1.6
0
0
1.8
2.6
O Lo NO LCR
O
J�
COMM
CO Cl)
N
`
N
C Od
N
N
to
to
LO
M
�
H
Out In Total
P010
0
0tl
0
11 0011
0 0 A
0 0 0 0
Right Thru Left U-Tums
Peak Hour Data
North
Peak Hour Begins at 07:3
Autos
Heamy Vehicles
F+
Left
21
Thru
0
Ri ht
231A0,
U-Turns
17
0
8235
0
239
934
4741
1408
Out
In Total
c
4--=
V 0)2C�0)
OOOAA�
c
i
3
0
O A
W
w
�o
N?
Traf Tech Engineering Inc.
File Name : 1- SR-84 & SW 30th Ave
Site Code : 00000000
Start Date : 9/19/2018
Page No : 3
SW 30th Ave
From North
SR-84
From East
SW 30th Ave
From South
SR-84
From West
Start Time
Right I Thru I Left Iu-mmaI A T.1
Right I Thru I Left I u-nma I App Total
I Right I Thru I Left I u-T,m I App TOMI
I Right I Thru I Left u-Tam. ma
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Beoins at 16:30
Int Total
16:30
0
0
0
0
0
0
492
51
11
554
78
0
186
0
264
76
216
0
4
296
1114
16:45
0
0
0
0
0
0
460
43
5
508
58
0
186
0
244
62
219
0
2
283
1035
17:00
0
0
0
0
0
0
545
34
9
588
69
0
235
0
304
45
245
0
3
293
1185
17:15
0
0
0
0
0
0
606
50
13
669
56
0
246
0
302
69
242
0
4
315
1286
Total Volurne
0
0
0
0
0
0
2103
178
38
2319
261
0
853
0
1114
252
922
0
13
1187
4620
% App. Total
0
0
0
0
0
90.7
7.7
1.6
23.4
0
76.6
0
21.2
77.7
0
1.1
PHF
.000
.000
.000
.000
.000
.000
.868
.873
.731
.867
.837
.000
.867
.000
.916
.829
.941
.000
.813
.942
.898
Autos
0
0
0
0
0
0
2100
% Autos
0
0
0
0
0
0
99.9
97.8
100
99.7
98.1
0
98.5
0
98.4
95.6
97.4
0
100
97.1
98.7
Heavy Vehicles
% Heavy Vehicles
0
0
0
0
0
0
0.1
2.2
0
0.3
1.9
0
1.5
0
1.6
4.4
2.6
0
0
2.9
1.3
@On1�M
000�
F V V
J�
coVN
� N
`
O L
N
N
N
O N N
MOM_
P
H-
Out In Total
q0
0 Fol 0
0 0
0
0 0 0 A
0 0 01 0 0 0
Right Thu Left U-Turns
: MM154 Rig . .
North
Peak Hour Begins at 16:3
Autos
Heavy Vehicles
4,
T F+
Left
840
13
Thru
0
0
Right
256
5853
U-Turns
1400
0
261
430
111114
1544
Out
In Total
�FT
O O O
W N (J 1 O
W COA
�22
0 0
C
�
to
W W
O] O W
A
O
OOD—
SW 30'FI-1 AVENUE AT MARINA ROAD
DANIA BEACH,FL. 33312
DATE: THRUSDAY, JUNE18TH, 2020
7:00-7:15
S/B RIGHT
6
N/B LEFT
E/B RIGHT
E/B LEFT
N/B THRU
S/B THRU
7
0
3
69
117
7.15-7:30
4
0
2
0
62
130
7:30-7:45
4
7
2
1
73
119
7:45-8:00
5
2
5
1
68
194
8:00-8:15
10
5
1
3
80
154
8:15-8:30
2
2
2
2
72
122
8:30-8:45
2
1
2
2
2
99
120
97
8:45-9:00
6
3
2
116
/B RIGHT
N/B LEFT
E/B RIGHT
E/B LEFT
N/B THRU
S/B THRU
4:00-4:15
2
0
1
4
169
81
4:15-4:30
4:30-4:45
2
2
2
0
0
3
129
55
1
1
190
88
4:45-5:00
0
1
0
2
158
225
115
69
90
5:00-5:15
0
0
0
7
5:15-5:30
0
0
2
6
73
5:30-5:45
1
0
0
1
113
72
5:45-6:00
2
0
1
3
93
81
PSCF and Historical Data
FLORIDA DEPARTMENT OF TRANSPORTATION
TRANSPORTATION STATISTICS OFFICE
2019 HISTORICAL AADT REPORT
COUNTY: 86 - BROWARD
SITE: 0122 - SR 84 - W OF NEW RIVER BR
YEAR
2019
2018
2017
2016
2015
2014
2013
2012
2011
2010
2009
2008
2007
2006
2005
2004
AADT
37000 F
37000 C
45000 C
40500 C
34500 C
35500 C
37000 C
36500 C
30500 C
34500 C
36000 C
39500 C
39000 C
36500 C
36500 C
36000 C
DIRECTION 1
E 18500
E 18500
E 21500
E 21000
E 15500
E 18500
E 17500
E 18500
E 13500
E 17500
E 18000
E 20000
E 19500
E 18000
E 18000
E 18000
DIRECTION 2
W 18500
W 18500
W 23500
W 19500
W 19000
W 17000
W 19500
W 18000
W 17000
W 17000
W 18000
W 19500
W 19500
W 18500
W 18500
W 18000
*K FACTOR
9.00
9.00
9.00
9.00
9.00
9.00
9.00
9.00
9.00
8.35
8.53
8.81
8.63
8.40
8.20
9.10
54.60
54.50
51.90
54.10
54.00
54.20
53.60
52.20
52.50
52.69
53.89
54.16
55.75
55.34
51.70
55.30
T FACTOR
2.80
2.80
2.80
18.10
18.10
8.50
6.70
8.60
7.50
7.40
10.20
6.80
6.80
6.80
7.40
7.40
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
FLORIDA DEPARTMENT OF TRANSPORTATION
TRANSPORTATION STATISTICS OFFICE
2019 HISTORICAL AADT REPORT
COUNTY: 86 - BROWARD
SITE: 0199 - SR 84 - W OF SR 9/I-95 & RAVENSWOOD/E OF SW 30 AVE
YEAR
2019
2018
2017
2016
2015
2014
2013
2012
2011
2010
2009
2008
2007
2006
2005
2004
VT."Iblii
40000 C
43500 C
43000 C
40500 C
42000 C
44500 C
45500 C
42500 C
42000 C
42500 C
43500 C
40500 C
38500 C
38000 C
38000 C
37000 C
DIRECTION 1
E 21000
E 21000
E 20500
E 19500
E 21000
E 22500
E 25000
E 21500
E 21000
E 21000
E 22000
E 20500
E 20500
E 19000
E 19000
E 18500
DIRECTION 2
W 19000
W 22500
W 22500
W 21000
W 21000
W 22000
W 20500
W 21000
W 21000
W 21500
W 21500
W 20000
W 18000
W 19000
W 19000
W 18500
*K FACTOR
9.00
9.00
9.00
9.00
9.00
9.00
9.00
9.00
9.00
8.35
8.53
8.81
8.63
8.40
8.20
9.10
D FACTOR
54.60
54.50
51.90
54.10
54.00
54.20
53.60
52.20
52.50
52.69
53.89
54.16
55.75
55.34
51.70
55.30
T FACTOR
8.10
8.10
12.10
12.10
12.10
4.80
7.80
7.80
9.40
9.40
9.40
7.50
7.50
4.40
5.10
5.10
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
FLORIDA DEPARTMENT OF TRANSPORTATION
TRANSPORTATION STATISTICS OFFICE
2019 HISTORICAL AADT REPORT
COUNTY: 86 - BROWARD
SITE: 9211 - SW 30 AVE., S OF SR 84
YEAR
2019
2018
2017
2016
2015
2014
2013
2012
2011
2010
2009
2008
2007
2006
2005
AADT
13000 R
13000 T
13000 S
13000 F
12800 C
7900 T
7900 S
7900 F
7900 C
9800 F
9800 C
12100 C
12000 C
12300 C
11500 C
DIRECTION 1
N 6500
N 6500
N 6500
N 6500
N 6400
N 4000
N 4000
N 4000
N 4000
N 5100
N 5100
N 6100
N 6200
N 6300
N 6000
DIRECTION 2
S 6500
S 6500
S 6500
S 6500
S 6400
S 3900
S 3900
S 3900
S 3900
S 4700
S 4700
S 6000
S 5800
S 6000
S 5500
*K FACTOR
9.00
9.00
9.00
9.00
9.00
9.00
9.00
9.00
9.00
8.35
8.53
8.81
8.63
8.40
8.20
D FACTOR
54.60
54.50
51.90
54.10
54.00
54.20
53.60
52.20
52.50
52.69
53.89
54.16
55.75
55.34
51.70
T FACTOR
5.50
6.00
6.20
2.90
3.40
7.40
7.60
5.90
6.30
9.30
5.30
6.50
4.80
2.90
0.00
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
APPENDIX E
Covid-19 Adjustment Factors
TABLE E-1
Covid-19 Adjustment Factor
AM Peak Hour
2020 2020 Adjustment
Roadway Location Pre Covid-19 Covid-19 Factor
SW 30 Ave NB S of SR 84 522 319
SW 30 Ave SB S of SR 84 1,029 651
Totals 1,551 970 1.60
TABLE E-2
Covid-19 Adjustment Factor
PM Peak Hour
2020
2020 Adjustment
Roadway Location Pre Covid-19
Covid-19 Factor
SW 30 Ave NB S of SR 84 1,228
758
SW 30 Ave SB S of SR 84 474
323
Totals 1,702
1,081 1.57
(1) SOURCE: FDOT and Traf Tech Engineering, Inc.
APPENDIX F
Future Turning Movement Volumes
FUTURE TURNING MOVEMENT VOLUME ANALYSIS
SW 30 Avenue and SR 84
AM Peak Hour
SW 30 Avenue
SW 30 Avenue
SR 84
SR 84
Northbound
Southbound
Eastbound
Westbound
Description
Left
Through
Right
Left
Through
Right
U-turn
Left
Through
Right
U-Turn
Left
Through
Right
Existing Traffic (9/19/2018)
235
0
239
0
0
0
35
0
2,119
571
64
363
725
0
Season Adjustment Factor
1.08
1.08
1.08
1.08
1.08
1.08
1.08
1.08
1.08
1.08
1.08
1.08
1.08
1.08
Annual Growth Rate
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
2020 Peak Season Traffic
259
0
263
0
0
0
39
0
2,335
629
71
400
799
0
Annual Growth Rate
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
Committed Development
Herc Rentals
8
4
1-595 Bussines Center
3
3
8
12
1-595 B/C - 3500 Building
4
15
2980 W SR 84 Ft Lauderdale
4
2
2
1
2022 Background Traffic
281
0
279
0
0
0
41
0
2,438
680
74
429
835
0
2980 W SR 84 Dania Beach
3
2
22
13
2022 Total Traffic 11
284
0
281
0
0
0
41
0
2,438
702
74
1 442
835
0
Traf Tech
ENGINEERING, INC.
FUTURE TURNING MOVEMENT VOLUME ANALYSIS
SW 30 Avenue and SR 84
PM Peak Hour
SW 30 Avenue
SW 30 Avenue
SR 84
SR 84
Northbound
Southbound
Eastbound
Westbound
Description
Left
Through
Right
Left
Through
Right
U-turn
Left
Through
Right
U-Turn
Left
Through
Right
Existing Traffic (9/19/2018)
853
0
261
0
0
0
13
0
922
252
38
178
2,103
0
Season Adjustment Factor
1.08
1.08
1.08
1.08
1.08
1.08
1.08
1.08
1.08
1.08
1.08
1.08
1.08
1.08
Annual Growth Rate
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
2020 Peak Season Traffic
940
0
288
0
0
0
14
0
1,016
278
42
196
2,317
0
Annual Growth Rate
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
Committed Development
Herc Rentals
1-595 Bussines Center
8
12
22
3
4
38
1-595 B/C - 3500 Building
15
5
2980 W SR 84 Ft Lauderdale
8
4
11
7
2022 Background Traffic
1,001
0
312
0
0
0
15
0
1,079
297
44
208
2,449
0
2980 W SR 84 Dania Beach
18
11
3
1
2022 Total Traffic 11
1,019
0
323
0
0
0
15
0
1,079
300
44
209
2,449
0
Traf Tech
ENGINEERING, INC.
FUTURE TURNING MOVEMENT VOLUME ANALYSIS
SW 30 Avenue and Marina Road
AM Peak Hour
SW 30 Avenue
SW 30 Avenue
Marina Road
Northbound
Southbound
Eastbound
Westbound
Description
Left
Through
Right
Left
Through
Right
Left
Through
Right
Left
Through
Right
Existing Traffic (9/19/18 & 6/18/20)
16
474
934
21
7
10
Season Adjustment Factor
1.05
1.08
1.08
1.08
1.08
1.05
1.05
1.08
1.05
1.08
1.08
1.08
Annual Growth Rate
0.00%
1.00%
0.00%
0.00%
1.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
COVID-19 Adjustment
1.60
1.00
1.00
1.00
1.00
1.60
1.60
1.00
1.60
1.00
1.00
1.00
2020 Peak Season Traffic
27
522
0
0
1,029
35
11
0
18
0
0
0
Annual Growth Rate
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
Committed Development
Herc Rentals
1-595 Bussines Center
6
20
1-595 B/C - 3500 Building
4
15
2980 W SR 84 Ft Lauderdale
1
3
6
2022 Background Traffic
29
553
0
0
1,109
37
18
0
18
0
0
0
2980 W SR 84 Dania Beach
9
35
5
1
2022 Total Traffic
38
553
0
1 0
1,109
72
1 23
0
19
1 0
0
0
Traf Tech
ENGINEERING, INC.
FUTURE TURNING MOVEMENT VOLUME ANALYSIS
SW 30 Avenue and Marina Road
PM Peak Hour
SW 30 Avenue
SW 30 Avenue
Marina Road
Northbound
Southbound
Eastbound
Westbound
Description
Left
Through
Right
Left
Through
Right
Left
Through
Right
Left
Through
Right
Existing Traffic (9/19/18 & 6/18/20)
3
1,114
430
4
13
1
Season Adjustment Factor
1.05
1.08
1.08
1.08
1.08
1.05
1.05
1.08
1.05
1.08
1.08
1.08
Annual Growth Rate
0.00%
1.00%
0.00%
0.00%
1.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
COVID-19 Adjustment
1.60
1.00
1.00
1.00
1.00
1.60
1.60
1.00
1.60
1.00
1.00
1.00
2020 Peak Season Traffic
5
1,227
0
0
474
6
22
0
2
0
0
0
Annual Growth Rate
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
Committed Development
Herc Rentals
1-595 Bussines Center
20
7
1-595 B/C - 3500 Building
15
5
2980 W SR 84 Ft Lauderdale
4
18
12
2022 Background Traffic
9
1,312
0
0
523
7
35
0
2
0
0
0
2980 W SR 84 Dania Beach
1
4
29
7
2022 Total Traffic
10
1,312
0
1 0
523
11 1
64
0
9 1
0
0
0
Traf Tech
ENGINEERING, INC.
FUTURE TURNING MOVEMENT VOLUME ANALYSIS
Marina Road and Project Driveway
AM Peak Hour
Driveway
Marina Road
Marina Road
Northbound
Southbound
Eastbound
Westbound
Description
Left
Through
Right
Left
Through
Right
Left
Through
Right
Left
Through
Right
Existing Traffic (9/19/18 & 6/18/20)
17
37
Season Adjustment Factor
1.05
1.08
1.08
1.08
1.08
1.05
1.05
1.05
1.05
1.08
1.05
1.05
Annual Growth Rate
0.00%
1.00%
0.00%
0.00%
1.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
COVID-19 Adjustment
1.60
1.00
1.00
1.00
1.00
1.60
1.60
1.60
1.60
1.00
1.60
1.00
2020 Peak Season Traffic
0
0
0
0
0
0
0
29
0
0
62
0
Annual Growth Rate
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
Committed Development
Herc Rentals
1-595 Bussines Center
1-595 B/C - 3500 Building
2980 W SR 84 Ft Lauderdale
6
1
2022 Background Traffic
0
0
6
0
0
0
0
30
0
1
65
0
2980 W SR 84 Dania Beach
6
44
2022 Total Traffic
0
0
6
1 0
0
0
1 0
36
0
1 1
109
0
Traf Tech
ENGINEERING, INC.
FUTURE TURNING MOVEMENT VOLUME ANALYSIS
Marina Road and Project Driveway
PM Peak Hour
Driveway
Marina Road
Marina Road
Northbound
Southbound
Eastbound
Westbound
Description
Left
Through
Right
Left
Through
Right
Left
Through
Right
Left
Through
Right
Existing Traffic (9/19/18 & 6/18/20)
14
7
Season Adjustment Factor
1.05
1.08
1.08
1.08
1.08
1.05
1.05
1.05
1.05
1.08
1.05
1.05
Annual Growth Rate
0.00%
1.00%
0.00%
0.00%
1.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
COVID-19 Adjustment
1.60
1.00
1.00
1.00
1.00
1.60
1.60
1.60
1.60
1.00
1.60
1.00
2020 Peak Season Traffic
0
0
0
0
0
0
0
24
0
0
11
0
Annual Growth Rate
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
Committed Development
Herc Rentals
1-595 Bussines Center
1-595 B/C - 3500 Building
2980 W SR 84 Ft Lauderdale
12
4
2022 Background Traffic
0
0
12
0
0
0
0
25
0
4
12
0
2980 W SR 84 Dania Beach
36
5
2022 Total Traffic IF
0
0
12
1 0
0
0
0
61
0
1 4
17
0
Traf Tech
ENGINEERING, INC.
FUTURE TURNING MOVEMENT VOLUME ANALYSIS
SW 30 Avenue and Project Driveway
AM Peak Hour
SW 30 Avenue
SW 30 Avenue
Driveway
Northbound
Southbound
Eastbound
Westbound
Description
Left Through Right
Left Through
Right
Left
Through
Right
Left
Through
Right
Existing Traffic (9/19/18 & 6/18/20)
Season Adjustment Factor
Annual Growth Rate
COVID-19 Adjustment
2020 Peak Season Traffic
0 549 0
0 1,047
0
0
0
0
0
0
0
Annual Growth Rate
1.00% 1.00% 1.00%
1.00% 1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
Committed Development
Herc Rentals
1-595 Bussines Center
6
20
1-595 B/C - 3500 Building
4
15
2980 W SR 84 Ft Lauderdale
1
3
2
2022 Background Traffic
0 582 0
0 1,124
3
0
0
2
0
0
0
2980 W SR 84 Dania Beach
9
1
2022 Total Traffic
0 591 0
1 0 1,125
3
1 0
0
2
1 0
0
0
Traf Tech
ENGINEERING, INC.
FUTURE TURNING MOVEMENT VOLUME ANALYSIS
SW 30 Avenue and Project Driveway
PM Peak Hour
SW 30 Avenue
SW 30 Avenue
Driveway
Northbound
Southbound
Eastbound
Westbound
Description
Left Through
Right
Left Through
Right
Left
Through
Right
Left
Through
Right
Existing Traffic (9/19/18 & 6/18/20)
Season Adjustment Factor
Annual Growth Rate
COVID-19 Adjustment
2020 Peak Season Traffic
0 1,232
0
0 476
0
0
0
0
0
0
0
Annual Growth Rate
1.00% 1.00%
1.00%
1.00% 1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
Committed Development
Herc Rentals
1-595 Bussines Center
20
7
1-595 B/C - 3500 Building
15
5
2980 W SR 84 Ft Lauderdale
4
18
2022 Background Traffic
0 1,321
0
0 507
18
0
0
0
0
0
0
2980 W SR 84 Dania Beach
1
7
2022 Total Traffic
0 1,322
0
1 0 514
18
1 0
0
0
0
0
0
Traf Tech
ENGINEERING, INC.