STAFF REPORT
PAB 2015-16 (Preliminary Plat)
Planning Advisory Board Hearing
November 12, 2015
APPLICATION FOR PRELIMINARY PLAT
SHELL COVE
APPLICATION & SURROUNDING AREA INFORMATION:
OWNER/APPLICANT:
AGENT:
Nick Gillette, P.E.
REQUESTED ACTION:
Preliminary Plat of Shell Cove (48 lots)
LOCATION:
Citrona Drive (SE Corner of Citrona Drive and Hickory Street)
CURRENT ZONING:
R-2/ CON with PUD Overlay
CURRENT LAND USE:
Medium Density Residential/ Conservation
EXISTING USES ON SITE:
Vacant
PROPERTY SIZE:
7.41 Acres (Parcel #: 00-00-31-1180-0020-0000)
ADJACENT PROPERTIES:
Direction
Existing Use(s)
Year Built Zoning
North
South
East
West
Unimproved Hickory Street
Right of Way
Unimproved Indigo Street
Right of Way
Vacant/Greenway
Citrona Drive Right of Way
FLUM
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
CON
N/A
Conservation
N/A
*** All required application materials have been received. All fees have been paid. All required notices have been made. All copies of required
materials are part of the official record and have been made available on the City’s website, the City Clerk’s Office and at the Community
Development Department Office. ***
SUMMARY OF REQUEST AND BACKGROUND INFORMATION:
The applicant is requesting approval of a Preliminary Plat for a new subdivision to be called Shell Cove. Shell
Cove is a 48 lot single-family residential development. Common amenities beyond the required stormwater
management ponds, landscaping, and signage associated with the development, include conservation areas with
pedestrian walkways and access to the Egans Creek Greenway which is located immediately adjacent to the
subdivision location. Access to the subdivision will be though a one-way street that will enter and exit onto
Citrona Drive. The internal streets will become public right-of-way and be maintained by the City. The City
approved this property’s use under a Planned Unit Development on October 6, 2015.
Subdivision terms/process:
A preliminary plat (also known as a site plan or engineering plan) provides for a complete review of the
technical data and engineering drawings associated with the construction of roads and installation of utilities and
stormwater facilities. The Preliminary Plat is submitted for review and approval. Upon approval, the developer
is authorized to move forward with the installation of improvements necessary to support the development
(clearing/grading, roads, water, sewer, stormwater, etc.). Once the improvements are completed, inspected and
accepted by the City, the Final Plat is submitted for review and approval; the developer may then convey lots
and vertical construction can begin.
The Preliminary Plat for Shell Cove was submitted for review to the Technical Review Committee (TRC) in
September 2015 (SPR 2015-01); the plat received final approval on October 23, 2015 (approval letter
attached). In accordance with subdivision requirements of the Land Development Code, the TRC-approved
Preliminary Plat is to be considered by the Planning Advisory Board for a recommendation to the City
Commission. The City Commission will then consider the Preliminary Plat.
PAB CASE 2015-16 (Shell Cove Preliminary Plat)
Staff Report: Page 1 of 5
STAFF REPORT
PAB 2015-16 (Preliminary Plat)
Planning Advisory Board Hearing
November 12, 2015
CONSISTENCY WITH THE COMPREHENSIVE PLAN:
Policy 1.02.02. The approval of all development shall be subject to the availability of adequate levels of
service for all facilities and services that are subject to concurrency management requirements.
The City has five public facilities that have adopted levels of service: Transportation, Water, Sewer, Drainage,
and Solid Waste. While the City’s ability to maintain adopted levels of services for these items was confirmed
at the time of the original approval of development rights for this property, the City’s TRC review also confirms
service capabilities. The City can serve this property as proposed. At 48 units, the developed density of this site
will be 6.48 units per acre (8 units per acre is allowable under R-2 zoning).
Policy 1.02.03. The City shall ensure that the location, scale, timing, and design of development is
coordinated with the availability of public facilities and services. The City seeks to ensure compact
development patterns that integrate neighborhood and commercial activities and promote connectivity
through the use of sidewalks, bike lanes and alternative low-speed shared-use vehicle paths in order to
achieve a reduction in vehicular trips on arterial roadways. The purpose of this policy is to prevent the
proliferation of urban sprawl and to achieve cost effective and energy efficient land development patterns
and avoid or eliminate existing patterns that may be described as:
a. Areas of urban development or uses, which are not functionally related to land uses which
predominate the adjacent area;
b. Areas of urban development or uses which fail to maximize the use of existing public facilities;
c. Areas of urban development or uses which fail to use areas within which public services are
currently provided; and
d. Leapfrog/scattered development or ribbon/strip commercial development patterns.
The proposed development is consistent with the Comprehensive Plan’s direction for compact urban development.
The subject property lies in an area of existing urban development. No leapfrog development is occurring. The
development is accessed by County improved and maintained roadways. In order to support reduced vehicle
miles traveled, the developer will provide a sidewalk along Citrona Drive with a crosswalk connection to the
sidewalks located on the west side of Citrona Drive, connecting to the schools.
Policy 4.01.01. The following level of service standards are hereby adopted, and shall be used as the basis
for determining the availability of facility capacity and the demand generated by a development.
Level of Service Standard
Facility/Service Area
Wastewater Treatment 300 gallons per day per ERU (Equivalent Residential Unit)
System
Solid Waste Facilities
Average Solid Waste Generation Rate: 5.9 pounds per capita per day
Stormwater
Management
Facilities
See Policy 4.02.01
Potable Water
Facilities
Water Allocation Level of Service: 350 gallons per day per ERU (Equivalent
Residential Unit)
Fire-Rescue Services
240-second travel time to 90% of the incidents (EMS with AED or BLS) & 480second travel time to 90% of the incidents (ALS Response)
PAB CASE 2015-16 (Shell Cove Preliminary Plat)
Staff Report: Page 2 of 5
STAFF REPORT
PAB 2015-16 (Preliminary Plat)
Planning Advisory Board Hearing
November 12, 2015
Police and Law
Enforcement Services
Response Time: 3 minutes or less for emergency calls and 7 minutes or less for
non-emergency calls
Policy 4.01.02. All subdivisions, multifamily, commercial, industrial, city, and institutional projects shall
provide for retention of stormwater resulting from project, unless off-site shared facilities are available. For
projects within areas designated for “zero discharge,” storage shall accommodate a ten (10)-year, twentyfour (24)-hour storm event. For all other areas, retention shall accommodate the greater of: (a) the first onehalf (1/2) inch of stormwater within the boundaries of their project, or (b) the first one (1) inch of storm flow
from all roofs, sidewalks, paved surfaces, and parking areas (at 100 percent runoff), whether paved or not.
The project shall also provide detention for all storm flows. Detention shall prevent peak flows after
development from exceeding the peak flow prior to development.
All public facilities and services are currently available to the development and each service is able to maintain
or exceed its level of service standards as required by Policy 4.01.01 and Policy 4.02.01, specific to stormwater
management.
CONSISTENCY WITH THE LAND DEVELOPMENT CODE:
11.01.02 Requirements for Subdivision Plats (Preliminary and Final)
A. A preliminary subdivision plat shall be required when new streets, water lines, and sewer lines
are required; when three or more residential lots are created; and where one nonresidential lot
is created or proposed for development. Where new streets, water lines, and sewer lines are
not required, the preliminary and final plat may be combined into a single submittal. A
preliminary plat provides for a complete review of technical data and preliminary engineering
drawings prior to completion of the final plat for recording.
B.
In addition to the information required in Section 11.01.03, all applications for preliminary
subdivision plat approval shall contain the following information:
1. The name, addresses, telephone number, facsimile number, and email address of the
person preparing the plat.
2. The date of preparation and date(s) of any modifications, a north arrow, and a written
and graphic scale.
3. The proposed name of the subdivision.
4. Development specifications for the tract: area, proposed number and layout of lots and
blocks, location, names, and widths of proposed roadways, consistent with this LDC and
the Future Transportation Circulation Map of the Comprehensive Plan.
5. All contiguous properties shall be identified by subdivision title, plat book and page, or, if
un-platted, the land shall be so designated, and otherwise identified.
6. Location of land to be dedicated or reserved for public use for rights-of-way, streets,
sidewalks, bike trails, pedestrian trails, easements, schools, parks, open spaces, or other
public uses. Proposed street names shall be included.
7. Locations of utilities, utility service, connections to existing utility facilities, and easements
necessary to provide access to the utility facilities for maintenance or other activity.
8. Location of the nearest available public water supply and wastewater disposal system.
9. A topographic survey, soils report, grading plan, and an erosion control plan.
10. Existing surface water bodies, wetlands, streams, and canals, including the location of the
mean high water line for each feature.
11. A preliminary surface drainage plan showing direction of flow and methods of
stormwater retention.
PAB CASE 2015-16 (Shell Cove Preliminary Plat)
Staff Report: Page 3 of 5
STAFF REPORT
PAB 2015-16 (Preliminary Plat)
Planning Advisory Board Hearing
November 12, 2015
12. A floodplain map indicating areas subject to inundation and high groundwater levels up
to a 100-year flood classification, and establishing a base flood elevation for all
proposed lots within the subdivision.
13. A tree survey showing protected trees, proposed replacement trees, if required, and
landscaping and buffering.
The applicant has complied with the subdivision requirements of the Land Development Code. The Preliminary
Plat has been reviewed for technical completeness and has been approved by the Technical Review Committee.
A biological survey has been provided and is included in the back-up materials for this application. The engineer
completed a traffic study in September 2015 as part of their TRC site planning process. This study has been
provided as part of the backup materials for this application.
CONCLUSION:
The requested Preliminary Plat is consistent with the City’s Comprehensive Plan and the Land Development Code.
Based on the findings of the Technical Review Committee and planning staff’s review of the application, staff
recommends approval of the Preliminary Plat.
Following the recommendation of the Planning Advisory Board (PAB), the Plat will move forward to the City
Commission for approval or denial.
MOTION TO CONSIDER:
I move to recommend (approval or denial) of PAB case number 2015-16 to the City Commission requesting that
a Preliminary Plat creating the Shell Cove subdivision be approved and that PAB case 2015-16, as presented,
(is or is not) sufficiently compliant with the Comprehensive Plan and Land Development Code to be approved at
this time.
Submitted by:
Kelly N. Gibson
Senior Planner
PAB CASE 2015-16 (Shell Cove Preliminary Plat)
Staff Report: Page 4 of 5
STAFF REPORT
PAB 2015-16 (Preliminary Plat)
Planning Advisory Board Hearing
November 12, 2015
PAB CASE 2015-16 (Shell Cove Preliminary Plat)
Staff Report: Page 5 of 5
OFFICE USE ONLY
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APPLICATION #: (9LS OC2 /‘7.
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CASE#:
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BOARD MEETING DATE:
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PAYMENT:
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TYPE:
PLANNING A.
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ZONING MAP AMENDMENT
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LAND USE MAP AMENDMENT
SUBDIVISION PLAT
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—
PRELIM ($750)
( 10 acres $850!> lOacres $1,600)
( 10 acres $850!> lOacres $1,600)
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LDC TEXT AMENDMENT ($850)
COMP PLAN AMENDMENT ($850)
LI
SUBDIVISION PLAT
LI
VACATION OF R.O.W. ($850)
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VOLUNTARY ANNEXATION ($1050)
—
FINAL ($850)
APPLICANT INFORMATION
Owner Name:
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PROPERTY INFORMATION
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—
City of Ferncindina Beach Community Development Department 204 Ash Street Fernandina Beach, FL 32034
P: 904.310.3135 F: 904.310.3460 www.fbfLus/cdd
Revised February 2015
Page 3 of 5
.
PROJECT INFORMATION
Total Number of Lots/Parcels:
Less than One (1) acre Sq. Footage:
(1) Acre or Greater:
2
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Existing Zoning Classification:
Existing Future Land Use Classification: )1
Previous Planning/Zoning Approvals:
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SIGNATURE/NOTARY
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STATE OF FLORIDA
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City of Fernandina Beach Community Development Department. 204 Ash Street Fernanclina Beach, FL 32034
P: 904.310.3135 F: 904.310.3460 www.fbfl.us/cdd
Revised February 2015
Page 4 of 5
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OWNER’S AUTHORIZATION
FOR AGENT REPRESENTATION
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to represent me/us in processing on application for:
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on our behalf. In authorizing the agent to represent me/us, I/we, as owner/owners, attest that the application
complete.
and
made In good faith and that any Information contained in the application Is accurate
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STATE OF FLORIDA
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City of Femondina Beach Community Development Deportment 204 Ash Street Fernandina Beach, FL 32034
P: 904.310.3135 F: 904.310.3460 www.fbfLus/cdd
Revised Febnary 2015
Page 5 of 5
Property Details
10/26/2015
NA..SSAli
ropery Search
A. Michael Hickox, CFA, Cert.Res.RD1941
Nassau County Property Appraiser
Recent Sales Search
Nassau Home
OWNER NAME
ROBNSON CREEK 34 LLC
PARCEL NUMBER
000031-1180-0020-0000
MAILING ADDRESS
P0 BOX 706
TAX DISTRICT
FERNANDINA BEACH (DISTRICT 2)
MILLAGE
20.6524
PROPERTY USAGE
VACANT RES1DENTIAL
FERNANDINA BEACH, FL 32035
DEED ACRES
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CITRONADR
HOMESTEAD
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FERNANDINA BEACH 32034
PARCEL MAP RECORD
MAP THIS PARCEL
LOTS 20 & 21 NOR 198411346 FPU ESMT
IN OR 89111720
TAX COLLECTOR SEARCH
NASSAU TAX COLLECTOR LINK
PROPERTY RECORD CARD
LINK TO PROPERTY RECORD CARD (PDF)
SHORT LEGAL
2015 Prellm(nary Va!ues
JUST VALUE OF LAND
$406,450
LAND VALUE AGRICULTURAL
$0
TOTALBUILDINGVALUE
$0
TOTAL MISC VALUE
$0
JUST OR CLASSIFED TOTAL VALUE
$406,460
ASSESSED VALUE
$406,450
EXEMPT VALUE
$0
TAXA BLE VALUE
$406,450
Land Information
—
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CTWNRNG
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VAC RES 000000
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Building Information
There is no BuIding Information for this record.
Miscellaneous Information
There is no Miscellaneous Information for this record.
Sales Information
STRUMENTALRIcoN
IMPR&M1D? IAT TIME
0512412015 198411346 198411346 375000 SW
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RAYONIER INC
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ROBINSON CREEK 34 LLC
RAYONIER PERFORMANCE
FIBERS LLC
Gillette & Associates, Inc.
Civil & Environmental Enineerin • Mechanical & Structural Enineerin • Construction Manaaement
October 12, 2015
Mr. Marshall McCrary
Deputy City Manager
204 Ash Street
Fernandina Beach, Fl 32034
Re:
Letter of Intent
—
Shell Cove
Dear Mr. McCrary:
Gillette & Associates, Inc., on behalf of our clients, is pleased to submit the attached plat and associated
application for the above referenced project. The attached plat and application reflects the intent to
construct 48 single family lots within a medium density residential land use district.
Thank you for your time and consideration on this application and please feel free to contact me with any
questions that you may have.
Sincerely,
Nick Gillette, P.E.
PrincipalJEngineer
20 SOUTH 4TH STREET • AMELIA ISLAND, FLORIDA 32034 PHONE: (904) 261-8819
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PLANNING
PAB
USE THIS FORM TO: Request actions to affect changes to property (zoning changes, annexations, allowable
uses, subdivisions).
FEES: See below. Fees ore payable upon application.
IMPORTANT NOTES: To guide you through the process and ensure that your application is understood and
properly processed, you’ll need to meet with a City Planner prior to submitting your application. Completed
applications are due 30 days prior to the Planning Advisory Board meeting date.
KEY CONTACTS: The Planning Department will guide your application from start to finish, engaging other City
departments or agencies as needed.
PLANNING ADVISORY BOARD APPLICATION FOR:
LI
ZONING MAP AMENDMENT
( 10 acres $850!> lOacres $1,600)
fl
LAND USE MAP AMENDMENT
( 10 acres $850!> lOocres $1,600)
LI
LDC TEXT AMENDMENT ($850)
LI
COMP PLAN AMENDMENT ($850)
/
SUBDIVISION PLAT
LI
SUBDIVISION PLAT
LI
VACATION OF R.O.W. ($850)
LI
VOLUNTARY ANNEXATION ($1050)
—
—
PRELIM ($750)
FINAL ($850)
2015 Planning Advisory Board Meeting Schedule
Application
Deadline
(4:30pm)
Dec
15
2014
Jon
12
2015
Feb
9
2015
Mar
9
2015
Apr
13
2015
May
11
2015
Jun
8
2015
Jul
13
2015
Aug
10
2015
Sep
14
2015
Jan
14
2015
Feb
11
2015
Mar
11
2015
Apr
8
2015
May
13
2015
Jun
10
2015
Jul
8
2015
Aug
12
2015
Sep
9
2015
Oct
Oct
Nov
9
2015
Dec
14
2015
Jan
11
2016
Feb
10
2016
Nov
Dec
4
9
2015 2015
Jan
13
2016
Feb
10
2016
Mar
9
2016
12
2015
Meeting
Date
14
2015
City of Fernandino Beach Community Development Department. 204 Ash Street Fernandina Beach, FL 32034
P: 904.31 0.31 35 F: 904.310.3460 www.fbfl.us/cdd
Revised February 2015
Page 1 of 5
APPLICATION REQUIREMENTS
PLANNING ADVISORY BOARD
APPLICATION CHECKLIST:
Su)mit all of the following information for a complete application, as applicable:
A notarized application filed at least thirty (30) days before the date of the Planning Advisory Board’s public
he1ring;
current survey of the property (no older than two years);
compIeted owner’s authorization for agent form, if applicable;
A detailed letter of intent stating the following:
o
The consistency of the proposed amendment(s) or action(s) with the City’s Comprehensive Plan.
o
A justification for the proposed amendment(s) or action(s).
A map of the area indicating the proposed zoning district designation for the subject property. The map shall
show the current zoning district designations and land use categories from the Future Land Use Map in the
comprehensive plan for the subject property and all adjacent properties.
IMPORTANT NOTES AND REQUIREMENTS:
Please see additional Land Development Code (LDC) requirements for specific application types:
LI LDC Text Amendment see LDC Section 11.01.08.
LI Preliminary Subdivision PIat see LDC Section 11.01.05.
LI Final Subdivision PIat see LDC Section 11.01.05.
LI Zoning Map Changes see LDC section 11.01 .07.
—
—
—
—
You will receive a staff report one week before your meeting.
STAFF CONTACT:
Kelly Gibson
Senior Planner
kgibson@fbfl.org
904.310.3135
City of Fernandino Beach Community Development Deportment. 204 Ash Street Fernandina Beach, FL 32034
P: 904.31 0.31 35 F: 904.310.3460 www.fbfl.us/cdd
Revised February 2015
Page 2 of 5
AFFIDAVIT OF MAILING
State of Florida
County of Nassau
I, Sylvie McCann, being first duly sworn, depose and state as follows:
1.
That I am an employee of the City of Fernandina Beach as a Permit
Specialist for the Community Development Department; and
2.
That part of my duties includes processing Planning Advisory Board
applications; and
3.
That one of the requirements for processing applications is that notice
shall be sent by regular U.S. mail to each property owner within a 300ft.
radius of the property located on the corner of Citrona Drive and Hickory
Street (PAB Case#2015-16). The list of the adjacent property owners
from the Nassau County Property Appraiser’s Office is attached hereto
as Exhibit 1; and
4.
That on October 30, 2015 mailed the letter attached hereto as Exhibit 2
to each of the property owners shown on the list in Exhibit 1, by regular
U.S. mail.
FURTHER AFFIANT SAYETH NAUGHT.
Sylvie McCann
Subscribed and sworn to before me, a notary public in and for the State of
Florida this 30th day of October, 2015
4T
(Seal)
MYCOMMSSON#EE8487O3
EXPIRES; November 12,2016
BdedThu Notarl Public Ureu
AFFIDAVIT OF POSTING
State of Florida
County of Nassau
I, Cathy Sabattini, being first duly sworn, depose and state as follows:
1. That I am an employee of the City of Fernandina Beach; and
2. That part of my duties includes processing applications of all types; and
3. That one of the requirements for processing applications is that the notice
be posted on the properties located at Bailey Road and Amelia Island
Parkway.
4. That on October 30, 2015, I posted the property with the notice of public
hearing for the properties located on the corner of Citrona Drive and Hickory
Street (PAB Case#201 5-16).
FURTHER AFFIANT SAYETH NAUGHT.
-CfJy Sabattini
Subscribed and sworn to before me, a notary publicln and for the State of Florida this
day of October, 2015
th
30
(Seal)
JotaorId
My Comm Expires Nov
12 20T5
Omrnissin No. EE 850673
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ALLEN MARK BURNS & SONDRA KAY
614 CALISTA DR
CHESAPEAKE VA 23320
ANGUSJOHNW&LORETTAM
4167 ROCKY LEDGE WY
SNELLVILLE GA 30039
BEACH JOHN F & COLEEN P LIE
JOHN & COLEEN P BEACH TRUSTEES
OF JOHN & COLEEN BEACH TRUST
861 PARK VIEW PL E
FERNANDINA BEACH FL 32034
BRASWELL GARY JACKSON &
SHAVE MARTHA JOYCE BRASWELL
C/O 801 PARKVIEW PL 2
FERNANDINA BEACH FL 32034
EVICK CLAUDIA NORMA
2059 INDIGO ST
FERNANDINA BEACH FL 32034
CZYMBOR MICHAEL & MARY BETH
841 PARKVIEW PL E
FERNANDINA BEACH FL 32034
EVANS MARYANNE D
882 PARKVIEW PL E
FERNANDINA BEACH FL 32034
MORRISS JOANBETH S
821 PARKVIEWPLE
FERNANDINA BEACH FL 32034
LAWLOR MICHAEL C
104 DAHLIA CT
KINGSLAND GA 31548
LENTZ TOBY R & ROBIN C
802 PARKVIEW PL E
FERNANDINA BEACH FL 32034
ROBINSON CREEK 34 LLC
P0 BOX 706
FERNANDINA BEACH FL 32035
NASSAU COUNTY SCHOOL BOARD
(FERNANDINA JR/SR HIGH SCHOOL)
1201 ATLANTIC AVENUE
FERNANDINA BEACH FL 32034
OCEAN VIEW APARTMENTS LTD
C/O PROPERTY TAX EAGLE
3338-Li COUNTRY CLUB RD
SUITE 236
VALDOSTA GA 31605
STATE OF FLORIDA DEPARTMENT
OF TRANSPORTATION
1109 SOUTH MARION AVENUE
LAKE CITY FL 320255874
SANDRIDGE APARTMENTS LTD
C/O LAMAR MANAGEMENT INC
300 WILLOWBEND ROAD SUTE 200
PEACHTREE CITY GA 30269
SEALS & ASSOCIATES INC
300 WILLOW BEND ROAD #200
PEACHTREE CITY GA 302693349
WOLESHIN SHAUN
i 905 PERIMETER PARK RD W
FERNANDINA BEACH FL 32034
TRIANGLE INVESTMENT LIMITED
PARTNERSHIP
C/O LDI CONSULTANTS INC
881 SPRINGDALE ROAD
ATLANTA GA 30306
[PLAIT BOOK
“SHELL COVE”
SHEET
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N
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A PORTION OF SECTION 27, TOWNSHIP 3 NORTH, RANGE
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PIS
CITRONA DRIVE
(lEA ‘SHELL AVENUE’)
(90—Poor RIGHT—OP—WAY OP USAGE)
Brian L Spahr
424 Peregrine Ct., Jacksonville, Florida 32225
(904) 626-1377
August 28, 2015
Nick Gillette
Gillette & Associates
Via E-Mail
nick@gilletteassociates.com
RE:
Shell Cove Property
Fernandina Beach, Florida
Parcel No. 00-00-31-1180-0020-0000
Dear Nick,
Pursuant to your request, I have inspected the above referenced property for the presence
and extent of jurisdictional wetlands as defined by the St. Johns River Water
Management District (SJRWMD) and US Army Corps of Engineers (CE). Additionally,
the property was inspected for the presence of sensitive species of wildlife.
On-site inspections occurred on June 12, 2015 and again on August 6, 2015. The
property was found to contain +/-0.96 acre of jurisdictional wetlands. The wetland areas
were delineated on June12, 2015 and then reviewed and approved by Mr. Robert
Thompson of SJRWMD on August 6, 2015 (Figure 1).
In addition to jurisdictional wetlands, the property was inspected for common and
potentially occurring sensitive wildlife species. Sensitive wildlife species include fauna
listed as endangered, threatened, or species of special concern (SSC) by federal and/or
state regulatory agencies. No formal species-specific surveys were completed during the
natural resources assessment; however, pedestrian transects were completed for at least
fifty percent of the property within each vegetation community. Within each transect,
data collected included, but not limited to, plant species, wildlife species, weather
conditions, time assessment commenced and terminated and any anthropogenic activity.
All vegetation communities were identified according to standard classification systems
(FDOT 1999 and FWC 2005) (Figure 1). These methods are concurrent with recognized
Florida Fish and Wildlife Conservation Commission (FWC) survey guidelines for a
general site assessment. No sensitive wildlife species, or evidence thereof, were
observed on the subject property.
Due to the surrounding land use, existing community types, and the significant buffer the
on-site wetlands and upland buffer create between the proposed project and the adjacent
greenway, impacts to sensitive wildlife by development of the proposed project are not
anticipated at this time. If a listed species nest or burrow is found on-site prior to any
construction, mitigation measures may be recommended by FWC or US Fish & Wildlife
Service. Should you have any questions or if you require any additional information,
please contact me anytime at (904) 626-1377.
Sincerely,
Brian L. Spahr
WKD
& DRAKE
MANZIE
NG
LAND SURVEYI
630.....Wetland Forested Mixed
414.....Pine-Mesic Oak
410.....Pine Upland
FLUCFCS Code
On-Site Jurisdictional Wetlands +/-0.96 Acre
Existing Site Conditions
Figure 1
Fernandina Beach, Florida
Parcel No. 00-00-31-1180-0020-0000
Shell Cove
410
414
410
INDIGO STREET
414
HICKORY STREET
414
630
630
EGANS CREEK
CITRONA AVENUE
Prepared for:
And
Shell Cove
Residential Development
Traffic Impact Analysis
Nassau County, Florida
Prepared by:
8515 Baymeadows Way, Suite 401
Jacksonville, FL 32256
904.422.6923
Project # 1005‐150‐015
Date: 09/02/2015
Table of Contents
Introduction
Study Area
Existing Conditions
Trip Generation
Project Traffic Distribution and Assignment
Year 2017 Build-Out Traffic Projections
Summary and Conclusions
Figures
Figure 1 Location Map
Figure 2 Project Traffic Distribution
Figure 3 Project Traffic Assignment
Table 1
Table 2
Table 3
Table 4
Attachment A
Attachment B
Attachment C
Attachment D
1
1
1
1
2
2
3
5
6
7
Tables
Existing Conditions
Trip Generation
Study Area – Growth Rate Estimates
Build-Out Conditions Link Analysis
8
9
10
11
Appendix
Year 2014 – Transportation Analysis Spreadsheet
Travel Demand Plots
Z-Data Variables to Determine Project Traffic Distribution
Historical AADTs and Trends Analysis Plots
12
15
17
19
Shell Cove – City of Fernandina Beach, Florida
Page 1
Introduction Chindalur Traffic Solutions, Inc. was retained by Gillette & Associates, Inc. to perform a minor traffic study to determine the impact of the change in density of the proposed Shell Cove residential development. The proposed development will be located on the east side of Fort Citrona Drive and just south of Hickory Street in Fernandina Beach, Nassau County, Florida. The subject property is 7.41 acres and currently allows construction of 29 total single family dwelling units (@ 4 units per acre). It is proposed to increase the density from 4 units per acre to 8 units per acre, increasing the total number of buildable units to 59 single family dwelling units (net increase of 30 dwelling units). This traffic study evaluates the peak hour traffic impact on the adjacent streets due to this increase in development density. Figure 01 shows the location of the proposed Shell Cove development. Study Area The following adjacent roadway sections were included in the study area:  Link ID# 33: Citrona Drive – Atlantic Avenue to Jasmine Street  Link ID# 111: Jasmine Street – Citrona Drive to S. Fletcher Avenue  Link ID# 34: Citrona Drive – Jasmine Street to Sadler Road  Link ID#38: Jasmine Street – 14th Street (SR 200) to Citrona Drive Existing Conditions The existing conditions data for the above listed study area links were obtained from the latest Year 2014 Nassau County Spreadsheet available on the County’s Growth Management Webpage (Attachment A). The existing conditions of the study area roadway sections are summarized in Table 02. Trip Generation The peak hour trip generation for the proposed residential development was estimated using the rates and equations included in the Trip Generation Manual, 9th Edition published by Institute of Transportation Engineers (ITE). ITE Land use code 210 – Single Family Residential was used for the purpose of estimating the peak hour trips of the proposed development. Table 02 summarizes the AM peak and PM peak trip generation for the proposed development. As shown in table, the proposed development is anticipated to generate a total of 51 AM peak hour trips (13 entering and 38 exiting) and 65 PM peak hour trips (41 entering and 24 exiting). A net increase of 21 AM peak hour trips and 31 PM peak hour trips are anticipated upon increase in density from 4 units per acre to 8 units per acre. CTSi
August 31, 2015 Shell Cove – City of Fernandina Beach, Florida
Page 2
Project Traffic Distribution and Assignment The project traffic distribution for the propose Shell Cove residential development was developed using the NERPM 42 travel demand model developed by the North Florida Transportation Planning Organization (NFTPO) as part of their 2035 Long Range Transportation Plan Update. The interim year 2020 socio‐economic data set was used to develop the project traffic distribution. A reasonableness check of area and facility type coding in the model on study links within the project transportation impact area was performed and no adjustments to these variables were required. The model was also verified to ensure all planned and programmed improvements within the transportation study area identified from the following sources are included in the model.  FDOT – Current and Future construction projects list  North Florida TPO’s Draft – Transportation Improvement Program Upon review, no planned and programmed improvements were identified. As such, no planned and programmed improvements were added into the model. The model refinements include the addition of the proposed Shell Cove development into the model. Attachment B includes details of the proposed project related Zdata Variables used to determine the project traffic distribution. Figure 2 shows the project traffic distribution percentages. 




26.65% oriented North on Link ID# 33: Citrona Drive – towards Atlantic Avenue 2.55% oriented East on Link ID# 111: Jasmine Street – Citrona Drive to S. Fletcher Avenue 45.17% oriented South on Link ID# 34: Citrona Drive – Jasmine Street to Sadler Road 20.64% oriented West on Link ID#38: Jasmine Street – 14th Street (SR 200) to Citrona Drive (25.64% ‐ 5.00% = 20.64% hand Adjusted with 5.00% assigned to Hickory Street) 5.00% oriented West on Hickory Street – 14th Street (SR 200) to Citrona Drive (Hand Adjusted) Attachment C include a copy of the travel demand model plots showing the project traffic distribution percentages. The PM peak project traffic was assigned by multiplying the trips generation (entering and exiting) by the above mentioned project traffic distribution percentages. Figure 03 shows the peak hour project assignment on study roadway sections. Year 2017 Build‐Out Traffic Projections The year 2017 build‐out traffic projections include year 2017 background projections and project trips from the proposed development. The year 2017 background projections were developed CTSi
August 31, 2015 Shell Cove – City of Fernandina Beach, Florida
Page 3
by applying a growth rate of 1% per year to the peak hour traffic volumes included in the Nassau County’s Transportation Analysis Spreadsheet. This growth rate was calculated using trends analysis of the historic AADTs on three roadways in the Fernandina Beach area. The historic AADTs were obtained from the FDOT Traffic Counts Online portal. Since the trends analysis showed a growth rate of less than 1%, a minimum of 1% growth rate per year was applied to estimate the year 2017 background traffic projections. Attachment D includes a copy of the historic AADT of roadway sections in Fernandina Beach area and the trends analysis plots. Table 03 summarizes the trends growth rate calculations. Table 04 shows the year 2017 background and build‐out traffic projections on the study roadway sections. This table also shows the link analysis of the study roadway sections. As shown in this table, the study roadway sections are anticipated to continue operating at an acceptable LOS or better under the year 2017 background and build‐out conditions. Summary and Conclusions The proposed Shell Cove development will be located on the east side of Fort Citrona Drive and just south of Hickory Street in Fernandina Beach, Nassau County, Florida. The subject property is 7.41 acres and currently allows construction of 29 total single family dwelling units (@ 4 units per acre). It is proposed to increase the density from 4 units per acre to 8 units per acre, increasing the total number of buildable units to 59 single family dwelling units (net increase of 30 dwelling units). The following adjacent roadway sections were included in the study area:  Link ID# 33: Citrona Drive – Atlantic Avenue to Jasmine Street  Link ID# 111: Jasmine Street – Citrona Drive to S. Fletcher Avenue  Link ID# 34: Citrona Drive – Jasmine Street to Sadler Road  Link ID#38: Jasmine Street – 14th Street (SR 200) to Citrona Drive The existing conditions data for the above listed study area links were obtained from the latest Year 2014 Nassau County Spreadsheet available on the County’s Growth Management webpage. The peak hour trip generation for the proposed residential development was estimated using the rates and equations included in the Trip Generation Manual, 9th Edition published by Institute of Transportation Engineers (ITE). ITE Land use code 210 – Single Family Residential was used for the purpose of estimating the peak hour trips of the proposed development. The proposed development is anticipated to generate a total of 51 AM peak hour trips (13 entering CTSi
August 31, 2015 Shell Cove – City of Fernandina Beach, Florida
Page 4
and 38 exiting) and 65 PM peak hour trips (41 entering and 24 exiting). A net increase of 21 AM peak hour trips and 31 PM peak hour trips are anticipated upon increase in density from 4 units per acre to 8 units per acre. The project traffic distribution for the propose Shell Cove residential development was developed using the NERPM 42 travel demand model developed by the North Florida Transportation Planning Organization (NFTPO) as part of their 2035 Long Range Transportation Plan Update. The interim year 2020 socio‐economic data set was used to develop the project traffic distribution.  26.65% oriented North on Link ID# 33: Citrona Drive – towards Atlantic Avenue  2.55% oriented East on Link ID# 111: Jasmine Street – Citrona Drive to S. Fletcher Avenue  45.17% oriented South on Link ID# 34: Citrona Drive – Jasmine Street to Sadler Road  20.64% oriented West on Link ID#38: Jasmine Street – 14th Street (SR 200) to Citrona Drive (25.64% ‐ 5.00% = 20.64% hand Adjusted with 5.00% assigned to Hickory Street)  5.00% oriented West on Hickory Street – 14th Street (SR 200) to Citrona Drive (Hand Adjusted) The PM peak project traffic was assigned by multiplying the trips generation (entering and exiting) by the above mentioned project traffic distribution percentages. The year 2017 build‐out traffic projections include year 2017 background projections and project trips from the proposed development. The year 2017 background projections were developed by applying a growth rate of 1% per year to the peak hour traffic volumes included in the Nassau County’s Transportation Analysis Spreadsheet. The study roadway sections are anticipated to continue operating at an acceptable LOS or better under the year 2017 background and build‐out conditions. CTSi
August 31, 2015 5
8515 Baymeadows Way, Suite 401 Jacksonville, FL 32216
(904) 422‐6923 | chindalur@gmail.com |
Figure 1
Location Map
Shell Cove – Fernandina Beach Traffic Study
Nassau County, Florida
Client: Gillette & Associates, Inc.
6
2.55%
Project Traffic Distribution
8515 Baymeadows Way, Suite 401 Jacksonville, FL 32216
(904) 422‐6923 | chindalur@gmail.com |
Figure2
Project Traffic Distribution
Shell Cove – Fernandina Beach Traffic Study
Nassau County, Florida
Client: Gillette & Associates, Inc.
7
29
PM Peak Project Traffic Assignment
8515 Baymeadows Way, Suite 401 Jacksonville, FL 32216
(904) 422‐6923 | chindalur@gmail.com |
Figure3
PM Peak Project Traffic Assignment
Shell Cove – Fernandina Beach Traffic Study
Nassau County, Florida
Client: Gillette & Associates, Inc.
8
Table 01
Existing Conditions
Shell Cove, Nassau County, FL
Link
ID #
Count
Station
33
111
34
38
C‐19
F‐10
C‐20
C‐24
Roadway
Citrona Drive
Jasmine Street
Citrona Drive
Jasmine Street
Termini
Atlantic Avenue to Jasmine Street
Citrona Drive to S. Fletcher Avenue
Jasmine Street to Sadler Road
14th Street (SR 200) to Citrona Drive
Pk Hour
Capacity
A
Count
Year
AADT
K‐Factor
720
670
900
720
2009
2004
2009
2009
3,510
2,390
5,644
3,021
0.096
0.096
0.096
0.096
Peak Hour Concurrency Total Peak % Capacity
Traffic
Reservation Hour Traffic
Used
B
C
D = B + C
E = D/A
337
229
542
290
14
6
140
43
351
235
682
333
48.75%
35.07%
75.78%
46.25%
Available
Capacity
F = A ‐ D
Link
Status
369
435
218
387
OK
OK
OK
OK
Source: Year 2014 Nassau County Transportation Analysis Spreadsheet
CTS1
08/11/2015
9
Table 02
Trip Generation
Shell Cove, Nassau County, FL
ITE Land
Use Code
Land
(Acres)
Density
Units/Acre
Proposed
New
Single Family Residential
7.41
8
59
DUs AM Peak
PM Peak
(T) = 0.70 (X) + 9.74
Ln(T) = 0.90 Ln(X) + 0.51
51
65
25%
63%
75%
37%
13
41
38
24
Currently Allowed
210
Single Family Residential
7.41
4
29
DUs AM Peak
PM Peak
(T) = 0.70 (X) + 9.74
Ln(T) = 0.90 Ln(X) + 0.51
30
34
25%
63%
75%
37%
8
21
22
13
21
31
25%
63%
75%
37%
5
20
16
11
Proposed
210
Description
Units
Time
Period
Equation
New Trips
Percent
Entering
Exiting
Total Trips
Entering
Exiting
Net Increase
AM Peak
PM Peak
Source: Trip Generation Manual, 9th Edition, ITE
CTSi
08/11/2015
10
Table 03
Study Area ‐ Growth Rate Estimates
Shell Cove, Nassau County, FL
Roadway
Termini
2014
AADTs
S. 14th Street 0.1 Mile S. of Atlantic Avenue
7400
SR 200
E. of 14th Street
7400
SR A1A
N. of Kentucky Avenue
5400
Weighted Average
Minimum Growth Rate
CTS1
Growth
Rate
1.39%
‐2.11%
1.50%
0.14%
1.00%
08/11/2015
11
Table 04
Build‐Out Conditions Link Analysis
Shell Cove, Nassau County, FL
Link
ID #
Count
Station
33
111
34
38
C‐19
F‐10
C‐20
C‐24
Roadway
Citrona Drive
Jasmine Street
Citrona Drive
Jasmine Street
Termini
Atlantic Avenue to Jasmine Street
Citrona Drive to S. Fletcher Avenue
Jasmine Street to Sadler Road
14th Street (SR 200) to Citrona Drive
Pk Hour Count Total Peak Growth
Capacity Year Hour Traffic
Rate
A
B
C
D
Year 2017
Bkgrd Traffic
E = C *(1+D)^(2017‐B)
720
670
900
720
380
267
739
361
2009
2004
2009
2009
351
235
682
333
1.00%
1.00%
1.00%
1.00%
Currently Allowed
34
Proposed
65
Net Increase
31
Project Traffic
Bkgrd Traffic
Revised Total
% Capacity Used
Distribution
Assignment Pk Hour Traffic
(E/A)
F
G = F * 65
H = E + G
52.78%
39.85%
82.11%
50.14%
68.35%
2.55%
45.17%
20.64%
45
2
29
14
425
269
768
375
Year 2017 Total Traffic
% Capacity Used
I = H/A
59.03%
40.15%
85.33%
52.08%
Link
Status
OK if I < 90%
OK
OK
OK
OK
A, B, C ‐ Table 01
D ‐ Table 03
F ‐ Project Traffic Distribution obtained using Interim Year 2020 NERPM42 Travel Demand Model Run
5.00% of project traffic was hand assingned to Hickory Street between 14th Street and Citrona Drive.
Project traffic assignment on Jasmine Street between 14th Street and Citrona Drive reduced from 25.64% to 20.64% for assigning 5.00% to Hickory Street.
Project traffic assignment on Citrona Drive between Hickory Street and Jasmine Drive reduced from 73.35% to 68.35% for assigning 5.00% to Hickory Street.
CTS1
08/11/2015
12
Attachment A Year 2014 Transportation Analysis
Spreadsheet
(Source: Nassau County, Growth Management Website)
13
14
15
Attachment B Travel Demand Model Plots
D
SADLER R
7
.6
26
93.13
11.25
39.28
0
0
CITCONA DR
9.12
31.83
3
2.1 5
7.4
26.67
93.13
2.56
8.94
5.33 5.33 5.33
18.62 18.62
2.56
8.94
5.33
18.62
6.71
1.92
0
0
HER A
VE
2.56
2.56
8.94
8.94
2.56
8.94
2.56
8.94
0
0
0
0
0
0
0
0
0
0
8.23
2.36
0
0
JASMINE
ST
2.56
8.94
JASMINE ST
2.56
8.94
SADLE
R RD
5.33
18.62
0
0
0
0
CIT
RON
A
21.1 DR
1
73.7
21.11
3
21.11
73.73
73.73
0
0
0
0
S 14TH ST
0
0
0
0
18.76
65.51
0
0
0
0
7.71
26.91
6.76
23.59
0
0
0
0
0
0
ATLANT
6.76
23.59
IC AVE
7.71
26.91
0
0
2.38
8.31
0
0
7.71
26.91
S F L ET
C
JASMINE
ST
25.64
89.54
2.56
8.94
349.34
100.03
0
0
2.38
8.31
0
0
5. 5
19 5
. 38
7.71
26.91
2 .5 6
8 .9 4
73.37
256.22
0
0
S 14TH
ST
2.38
8.31
0
0
0
0
0
0
73.3
7
256.
22
2.38 2.3
8
8.31 8.3
1
0
0
0
0
9.76
34.1
S 14TH
ST
11.6
2.38
40.51
8.31
WILL HARDEE
45.17
157.75
S 14TH
ST
4.98
17.4
45.17
157.7 45.17 45.17
5
157.75
0
0
7.89
27.56
43.25
151.0
3
S 14TH
ST
4.98
17.4
6.62
23.12
15.88
55.44
0
0
43.
2
151 5 4
.03 3.2
543
.25
151.0
3
S 14TH
ST
4.98
17.4
0 0
0 0
38.6
7.89
7.89
27.56
27.56
11.25
39.28
3.57
0
15.88
55.44
43.25
151.03
7
3.57 3.57 3.5
12.46 12.46
CI
0
1.9 15
.88
6.62 55
.44
0
0
0.13
0.45
9.48 9.4
8 9.48 9
.48 9.4
33.09 33.0
8
9 33.09
7.89
27.56
SADLER RD
26.67
93.13
9.35
32.64
DR
A
ON
TC 9.12 3
.8
31
S 14TH
3.5
12.4
7.89
27.56
0
0
0
0
28.08
98.07
0
0
S 14TH
ST
4.98
17.4
0
43.25
151.03
S 14TH ST
4.98
17.4
0
0
SR A1A
0
0
0
0
SR A1A
14
SR
49 .25
A1
.7
14.2 A
7
48
49.7 5
14.25
13 .3
7
.83
49.77
48.
3
13.
48.3 48.3
SR 83
A1A
13.83
1.9
6.62
0
0
6.76
23.59
0.13
0.45
0
0
0
0
0
0
N 14TH ST
0.13
0.45
0
0
0
0
1.9
6.62
6.76
23.59
6.76
23.59
0
0
0
0
0
0
6.76
23.59
0
0
6.76
23.59
N 14TH
ST
0.13
0.45
0
0
6.76
23.59
N 14TH
ST
0.13
0.45
0
0
0
0
0
N 14TH
ST
0.13
0.45
6.76 6.76
6.76
0
3
0.1 5
0.4
6.76
23.59
N 14TH ST
0.13
0.45
AVE
SA
6
6.7 9
5
23.
ATLANTIC
7.7 7.7
AVE
7.7
7.7
26.88
0
0
0
0
1.9 1.9
1.9
6.62 6.6
2
0
0
0
0
0
5
.2
14 .77
A
A1
49
.3
SR 5
2
48 .83
SR A1A 4.25 14. 7
.3 13
1
9.7
48
14.25
.77 4
9
4
49.77
48.3
48.3
3.83
0
0
0
0
0
0
0
0
0
0
0
0
2.38
8.31
0
0
0.95
3.32
0
0
0
0
FORT CLINCH
0
0
1.9 1.9
1.9
6.62
0 0
0 0
1.58
5.5
0
0
TRL
ER TRL
BUCCANE
0
0
0
0
EER
BUCCAN
1.8
9
6.6
2
0
0
0
0
0
0
TRL
NEER
0.95 0
BUCCA
0.95
3.31 0
3.31
3.31 0
3.31
0.95 0
0.95
ER TRL
BUCCANE
0
0
0
1.65
5.76
7.7
26.88
0
0
H
LINC
0
0
0
0
16
0
0
6.76
5.33
(Licensed to Chindalur Traffic Solutions, Inc.)
17
Attachment C Zdata Variables to Determine
Project Traffic Distribution
18
Attachment - C
Shell Cove - Documentation of ZDATA Variables Used for Project Traffic Distribution
Single Family
New TAZ
File Columns
Notes
Coastal Cove Z-data Variables
578
Nassau County
CTSi
Development
Shell Cove (Proposed)
DU's
9-13
59
Pop.
20-24
165
Production Variables
Multi-Family
DU's
34-38
Pop.
45-49
-
Zdata Cals NERPM42 2020 08112015 - Shell Cove.xlsx Zdata Variables
Attraction Variables
Hotel-Motel
Rooms
59-63
-
% Occ.
64-66
70%
Industrial
Hotel
Pop.
67-71
-
Retail
Service
Office
SF
Empl.
9-14
-
SF
Empl.
15-20
-
SF
Empl.
-
18 Hole
Golf
Movie
Theater
Ele
School
Mid
School
High
School
Hotel
Rooms
Empl.
-
-
Svc.
Sum
21-26
Empl.
Sum
27-32
-
-
School
School
Enroll.
33-38
08/11/2015
-
19
Attachment D Historical AADTs and Trends
Analysis Plots
20
FLORIDA DEPARTMENT OF TRANSPORTATION
TRANSPORTATION STATISTICS OFFICE
2014 HISTORICAL AADT REPORT
COUNTY: 74 - NASSAU
SITE: 9125 - S. 14TH ST. .1 MI. S. OF ATLANTIC AVE.
YEAR
---2014
2013
2012
AADT
---------7400 S
7300 F
7200 C
DIRECTION 1
-----------N
0
0
DIRECTION 2
-----------S
0
0
*K FACTOR
--------9.00
9.00
9.00
D FACTOR
-------55.10
56.90
54.70
T FACTOR
-------4.30
4.10
4.50
AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE
S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; F = 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
21
Traffic Trends - V2.0
S. 14th Street -PIN#
County:
973215-1
1
Location
10000
Fitted Curve
Average Daily Traffic (Vehicles/Day)
0
Highway:
S. 14th Street
Year
2012
2013
2014
Observed Count
9000
Nassau (74)
Station #:
8000
Traffic (ADT/AADT)
Count*
Trend**
7200
7200
7300
7300
7400
7400
7000
6000
5000
4000
3000
2000
1000
0
2012
2017
2022
2027
Year
** Annual Trend Increase:
Trend R-squared:
Trend Annual Historic Growth Rate:
Trend Growth Rate (2014 to Design Year):
Printed:
Straight Line Growth Option
100
100.00%
1.39%
1.35%
2032
2016 Opening Year Trend
2016
N/A
7600
2017 Mid-Year Trend
2017
N/A
7700
2020 Design Year Trend
8000
2020
N/A
TRANPLAN Forecasts/Trends
11-Aug-15
*Axle-Adjusted
22
FLORIDA DEPARTMENT OF TRANSPORTATION
TRANSPORTATION STATISTICS OFFICE
2014 HISTORICAL AADT REPORT
COUNTY: 74 - NASSAU
SITE: 5012 - SR 200 300' E. OF 14TH ST.
YEAR
---2014
2013
2012
2011
2010
2009
2008
2007
2006
2005
2004
2003
2002
2001
2000
1999
AADT
---------7400 C
7900 C
8100 C
8500 C
7900 C
7600 C
7600 C
6200 C
6800 C
9000 C
8400 C
8400 C
9600 C
8300 C
9400 C
7600 C
DIRECTION 1
-----------E
E
0
E
0
E
0
E
0
E
0
E
0
E
0
E
0
E
E
E
E
E
E
E
DIRECTION 2
-----------W
W
0
W
0
W
0
W
0
W
0
W
0
W
0
W
0
W
W
W
W
W
W
W
*K FACTOR
--------9.00
9.00
9.00
9.00
12.04
11.44
10.08
11.16
11.41
11.70
11.50
11.00
11.90
12.70
11.90
12.10
D FACTOR
-------55.10
56.90
54.70
55.80
58.48
57.12
59.26
57.15
58.30
59.30
58.30
57.60
60.00
59.10
57.50
52.40
T FACTOR
-------6.30
7.20
6.30
6.40
6.80
7.10
7.10
6.00
7.20
4.50
9.10
8.00
8.30
8.80
9.50
10.60
AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE
S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; F = 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
23
Traffic Trends - V2.0
SR 200 -PIN#
County:
973215-1
Location
1
0
Highway:
SR 200
9000
Average Daily Traffic (Vehicles/Day)
Year
2010
2011
2012
2013
2014
Observed Count
8000
Nassau (74)
Station #:
Fitted Curve
7000
Traffic (ADT/AADT)
Count*
Trend**
7900
8300
8500
8100
8100
8000
7900
7800
7400
7600
6000
5000
4000
3000
2000
1000
0
2010
2015
2020
2025
2030
Year
** Annual Trend Increase:
Trend R-squared:
Trend Annual Historic Growth Rate:
Trend Growth Rate (2014 to Design Year):
Printed:
Straight Line Growth Option
-160
40.51%
-2.11%
-1.97%
2035
2016 Opening Year Trend
2016
N/A
7300
2017 Mid-Year Trend
2017
N/A
7200
2020 Design Year Trend
2020
N/A
6700
TRANPLAN Forecasts/Trends
11-Aug-15
*Axle-Adjusted
24
FLORIDA DEPARTMENT OF TRANSPORTATION
TRANSPORTATION STATISTICS OFFICE
2014 HISTORICAL AADT REPORT
COUNTY: 74 - NASSAU
SITE: 5014 - SR A1A N. OF KENTUCKY AVE.
YEAR
---2014
2013
2012
2011
2010
2009
2008
2007
2006
2005
2004
2003
2002
2001
2000
1999
AADT
---------5400 C
5000 C
5600 C
4300 C
5400 C
5700 C
5300 C
5500 C
4800 C
7100 C
7500 C
6200 C
6100 C
6000 C
4900 C
5800 C
DIRECTION 1
-----------N
2700
N
2500
N
2800
N
2200
N
2700
N
2800
N
2700
N
2800
N
2400
N
3600
N
3800
N
3100
N
3000
N
3000
N
2500
N
3000
DIRECTION 2
-----------S
2700
S
2500
S
2800
S
2100
S
2700
S
2900
S
2600
S
2700
S
2400
S
3500
S
3700
S
3100
S
3100
S
3000
S
2400
S
2800
*K FACTOR
--------9.00
9.00
9.00
9.00
12.04
11.44
10.08
11.16
11.41
11.70
11.50
11.00
11.90
12.70
11.90
12.10
D FACTOR
-------55.10
56.90
54.70
55.80
58.48
57.12
59.26
57.15
58.30
59.30
58.30
57.60
60.00
59.10
57.50
52.40
T FACTOR
-------0.90
1.30
1.60
1.30
0.70
1.20
1.10
2.30
1.60
6.40
6.40
2.20
3.20
3.40
4.70
2.50
AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE
S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; F = 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
25
Traffic Trends - V2.0
SR A1A -- N. of Kentucky Avenue
PIN#
County:
973215-1
Location
1
0
Highway:
SR A1A
8000
Year
2010
2011
2012
2013
2014
Observed Count
Average Daily Traffic (Vehicles/Day)
7000
Nassau (74)
Station #:
Fitted Curve
6000
Traffic (ADT/AADT)
Count*
Trend**
5400
5000
4300
5100
5600
5100
5000
5200
5400
5300
5000
4000
3000
2000
1000
0
2010
2015
2020
2025
2030
Year
** Annual Trend Increase:
Trend R-squared:
Trend Annual Historic Growth Rate:
Trend Growth Rate (2014 to Design Year):
Printed:
Straight Line Growth Option
70
4.57%
1.50%
1.26%
2035
2016 Opening Year Trend
2016
N/A
5400
2017 Mid-Year Trend
2017
N/A
5500
2020 Design Year Trend
2020
N/A
5700
TRANPLAN Forecasts/Trends
11-Aug-15
*Axle-Adjusted