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Herbert Street (South Side) Sidewalk Feasibility Study City of Port Orange
Final Prepared For: Volusia County MPO
Prepared By: Reynolds, Smith and Hills, Inc.
December 2009
Table of Contents INTRODUCTION............................................................................................ 1 PROJECT PURPOSE AND SCOPE .................................................................... 2 PHYSICAL INVENTORY AND ASSESSMENT OF RIGHT-OF-WAY ...................... 3 SIDEWALK CONCEPT PLAN ........................................................................... 9 FINANCIAL FEASIBILITY .............................................................................. 13
Tables and Exhibits Table 1: Identified Right-of-Way Impacts ..................................................... 9 Table 2: Cost Estimate – SSMS to Existing Sidewalk ................................... 14 Table 3: Cost Estimate – SSMS to Proposed Nova Oaks Sidewalk .............. 15 Exhibit 1: Location Map ..............................................................................................16 Exhibit 2: Soils Map......................................................................................................17 Exhibit Sheets 1 - 4: Concept Map – SSMS to Existing Sidewalk............... 18-22 Exhibit Sheet 5: Concept with Terminus at Proposed Nova Oaks S/W .........23 Exhibit Sheet 6: Sidewalk Typical Section ..............................................................24
APPENDIX City of Port Orange Traffic Counts Votran Transit Route 12 Nova Oaks Plan Sheet Nova Oaks Right-of-Way Dedication FDOT Inflation Factors
Sidewalk Feasibility Study
INTRODUCTION The City of Port Orange considers the construction of a sidewalk on the south side of Herbert Street as a high priority issue. Herbert Street serves multiple trip purposes including residential, recreational, school access, park access, and access to a historic site. A complete sidewalk connecting Clyde Morris Boulevard to Nova Road would improve safe pedestrian and bicycle access to not only the school and community park, but also to the City Government Complex, Library, and the YMCA facility. There is an existing eight-foot wide sidewalk west of Silver Sands heading westward toward Clyde Morris Boulevard, and a very short segment just west of Nova Road. A Bicycle and Pedestrian School Safety Review Study for Silver Sands Middle is anticipated to be conducted by the Volusia County MPO in 2010. Currently, pedestrians use the 4-foot wide bike lane that is located only in the eastbound direction as a sidewalk. Two-way bicycle traffic also uses this lane, which creates conflicts directly adjacent to the eastbound vehicular travel lane. This project will improve safety by eliminating the need for pedestrians and some bicyclists to use the Herbert Street eastbound bike lane for two-way travel.
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PROJECT PURPOSE AND SCOPE The proposed project is to complete the sidewalk within the existing gap along the south side of Herbert Street from the entrance to Silver Sands Middle School to west of Nova Road. This feasibility study examines the fragmented sidewalk system and proposes recommendations based on the observed alternatives. The length of the study corridor is approximately 3,000 feet. The sidewalk system along the north and south side of Herbert Street is incomplete. This corridor receives relatively high traffic volumes, especially during the morning and afternoon peak periods. Much of this traffic is associated with the middle school, as well as with the community park and City Center Circle. The project location is illustrated in Exhibit 1. A cost estimate is also provided as part of this study for the city’s and the MPO’s budgeting and planning purposes. For the purposes of data collection, concept development, corridor evaluation and cost estimation, two field visits were conducted. The analysis conducted was essential to develop a preliminary feasibility assessment. It is recognized that a preliminary engineering study is recommended prior to the final determination of the ability to permit and construct this sidewalk. Due to the proposed improvements to the existing stormwater drainage facilities along the corridor that are presented in this report, a basin study is recommended. In addition, engineering designs for the required stormwater drainage facilities will be necessary. Our research and investigations have indicated that the sidewalk concept is feasible as portrayed in this document. The graphic renderings within this report include notes, diagrams and callouts identifying the right-of-way (as provided by the city), sidewalks, intersecting streets and driveways, and other corridor characteristics. Considerations include conformance to the requirements of the Americans with Disabilities Act (ADA), appropriate signage along the sidewalk and at roadway crossings. The City of Port Orange has standard construction details for sidewalks and for sidewalk and bike path ramps in their land development code that should be considered during final design.
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PHYSICAL INVENTORY AND ASSESSMENT OF RIGHTOF-WAY The study corridor is located between Clyde Morris Boulevard and Nova Road within the City of Port Orange. Land uses along Herbert Street are primarily residential, but include a middle school (Silver Sands), a community park, access to the city’s governmental complex and YMCA, the Nova Family Campground, and small retail uses near Nova Road. Field reviews were conducted on July 22nd and October 1, 2009 to analyze the existing conditions, record measurements, examine the termini of the existing sidewalks, and examine the existing stormwater drainage facilities and systems. The July field review included representatives from the City and the MPO, while the October review was conducted by RS&H personnel only. Field notes were recorded and photographs of significant features were taken for subsequent review and use during the alternatives development process. Geographical Information Systems (GIS) maps were used in the field as references for property lines and parcel boundaries. No electronic survey data was available for this project. The city provided a hard copy of a 2004 survey conducted along Herbert Street. The city also provided a copy of a right-of-way dedication of property associated with the Nova Oaks Condominium project. This information along with the GIS parcel data is used as the base for developing the sidewalk concept. Herbert Street is a two-lane collector facility with a daily volume of approximately 12,000 vehicles (Spring 2008). Observations indicated that the road experiences a heavy morning peak period due to the school traffic. The posted speed limit is 30 mph, and there are several transit stops for Votran’s Route #12. Traffic count and Votran transit route #12 information are provided in the Appendix.
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Sidewalk Feasibility Study
The field review started from the end of the existing sidewalk at the Silver Sands Middle School entrance (across Herbert Street from Golden Gate Circle). There is no marked pedestrian crosswalk for the entrance road crossing. There are special emphasis crosswalk markings for Herbert Street, accommodating access between the west side of the school entrance road and the sidewalk on the north side of Herbert Street.
Existing sidewalk terminus at Silver Sands M.S. entrance (Looking East)
Within the corridor study limits, a 4-foot wide on roadway bicycle lane exists for the eastbound direction only. This lane is appropriately marked with signage and pavement striping. During field reviews, we observed cyclists and pedestrians using this bike lane for two-way travel. This may present a safety concern, especially on a corridor that provides direct access to a school and a park.
On-roadway bike direction only)
lane
–
eastbound
The property in front of Silver Sands M.S. is relatively level adjacent to the roadway, then progresses to a moderate slope, accommodating a drainage swale. A cross drain culvert under Herbert Street terminates at a mitered end culvert pipe on school property and within the drainage swale. Overhead power poles are also present between the edge of pavement and the front edge of the drainage swale. Continuing eastward, there are several homes with driveways that have crushed corrugated metal pipe culverts underneath. The roadside drainage swale east of the school is of a minimal depth and slope. This condition continues to the Nova Family Campground. East of the campground entrance, there is a private two-rail rustic wood fence that is located at the back of the power poles, which likely defines the edge of roadway right-of-way. As the roadway curves near Old Hammock Road, the edge of pavement approaches the power poles with a separation distance of less than 3 feet.
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The presence of the 4-foot foot wide bike lane provides a horizontal buffer between vehicles and the poles. The 2004 survey of Herbert Street provided by the city confirms the close proximity of the power poles along the south side of the road in the vicinity of Old Hammock Road. Proximity of power poles to edge of pavement (Looking East)
Further east, opposite Silver Creek Run, the survey indicates icates that the edge of pavement may be located slightly outside of the right-of-way. right The adjacent property along this section of the corridor has no drainage swale, and is nearly level, with a minimal slope to the outside. Approximately 90 feet east of Francis Street, there is a small swale and the headwall of a cross drain under Herbert Street located within four feet from the existing back of curb. The section of Herbert Street from this drainage feature east to Nova Road consists of curb and gutter. Cross drain headwalls, mitered end culvert, and small swale west of Nova Road (Looking East)
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Utilities Assessment Within the project limits, overhead power lines are located along the south side of Herbert Street. Power poles and guy wires are present, located at the edge of the rightof-way. There are no evident conflicts with water lines or sanitary sewer lines. A gas valve exists west of Silver Creek Run, at an existing driveway to an unimproved property (Nova Oaks Office Condominium). This valve likely connects to the gas line running along the north right-of-way line within the study corridor. Of greater significance for the proposed sidewalk is the existing stormwater drainage facilities and system. As the majority of Herbert Street is a rural section, the stormwater is collected via a ditch system, which utilizes numerous reinforced concrete and corrugated metal pipes for conveyance under streets and driveways. Mitered end sections exist in front of the middle school as well as between Francis and Clara Streets, on the south side of Herbert Street. At this location, drainage from the north side of Herbert Street is conveyed through a reinforced concrete pipe under the roadway, allowing stormwater to merge with the south side drainage system and continue east toward Nova Road. The presence of this stormwater structure presents a design constraint for the sidewalk. The Port Orange Utilities Department was contacted to obtain information on underground utilities. Through inspection of partial “as built” drawings, other development plan drawings, and field reviews, the following information was obtained: •
Overhead power lines along the south right-of-way and north right-of-way
•
10-inch PVC sanitary sewer line along the south right-of-way
•
12-inch water line along the south right-of-way
•
4-inch PVC force main along the north side of Herbert St. from Stone Gate Lane to the east
•
6-inch PVC waterline along the north side of Herbert St. from Stone Gate Lane to the east
•
10-inch water main along the north side of Herbert St. from Old Hammock Lane to the east
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Right-of-Way Assessment A survey of Herbert Street conducted in 2004 was provided by the City of Port Orange. The following summary of the existing conditions is based on that survey. The majority of the corridor within the study limits has a right-of-way width of 55 feet. It should be noted that the existing sidewalk west of the middle school entrance is located outside of the roadway right-of-way, specifically on property owned by the City, a private entity, and the School Board. The width of the sidewalk easement along the private property is approximately 10 feet. Starting at the terminus of the existing south side sidewalk at Golden Gate Circle and the entrance to the middle school, the right-of-way width (hereinafter referred to as R/W) remains 55 feet to a point approximately 240 feet east of the Stone Gate Lane centerline, where the R/W extends along the south side to 60 feet. It remains 60 feet until approximately 80 feet west of Old Hammock Road, where it extends along the north side to a total of 65 feet. The alignment of the constructed roadway is generally along the R/W centerline, until approximately 125 feet east of Carya Circle, where the roadway shifts to the south within the R/W. At the transformer box, the edge of pavement is only approximately four feet from the south R/W. East of this point, the distance between the edge of pavement and the R/W increases moderately. Approximately 64 feet west of the Silver Creek Run centerline, the edge of pavement extends slightly outside (and south of) the R/W. This exists for approximately 110 linear feet, where the edge of pavement and the R/W diverge. At approximately 160 feet west of Francis Street, the recorded R/W width for Herbert Street is only 30 feet.
Property identified in the Deed of Dedication for Nova Oaks, dated November 11, 2006.
In anticipation of the planned Nova Oaks development, the property owner dedicated to the City approximately 0.27 acres along Herbert Street. This property was deeded to Port Orange for purposes of a right-of-way for a public road and appurtenances. This
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dedication increased the Herbert Street R/W to 60 feet. The design plans for the development include the access road as well as landscaping along the southern portion of the deeded property serving as a buffer for a new sidewalk. This sidewalk, however, is shown on the design plans to be located on the developer’s property, and not within the deeded property. A plan sheet and the R/W dedication agreement are provided in the Appendix. On October 16th, representatives from the City, the MPO, and from RS&H met with Marian Ridgeway (Volusia County School District Property Acquisition/Real Estate Specialist) to discuss the R/W in front of Silver Sands M.S. A hard copy boundary survey of the school’s property was provided, which indicated that the School Board owns the property up to the 50-foot wide R/W for Herbert Street. It was stated that the School Board typically supports the donation of property for sidewalks as long as no school facility fences, entrances, driveways or other similar structures need to be altered or relocated. Marian also noted that the pedestrian crossing at the school’s main entrance should be designed to be closer to Herbert Street, and should include appropriate signage and pavement marking. In summary, there exist several R/W constraints along the south side of Herbert Street. Easements across residential parcels and the campground may have to be obtained to locate the proposed sidewalk. Similar easements would have likely been obtained to locate the existing sidewalk west of Golden Gate Circle. Soils Assessment Prior to the first field visit, a soil map (Exhibit 2) was prepared in GIS from the data available on Volusia County’s website. The soil coverage was created by Natural Resources Conservation Services (NRCS) and St. Johns River Water Management District (SJRWMD). The soil map illustrates that the soils in the study area consists primarily of Tuscawilla Fine Sand and Myakka Fine Sand, with hydric groups of D and B/D. The hydric group D soils are poorly drained, resulting in greater runoff, while B/D soils are better drained, allowing more percolation into the soils.
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SIDEWALK CONCEPT PLAN The proposed project is an 8-foot wide concrete sidewalk from the main entrance at Silver Sands Middle School eastward to just west of Nova Road. Primary issues associated with this sidewalk include the availability of right-of-way (R/W) and the need to modify the drainage infrastructure on the eastern end of the project. Right-of-Way While the Volusia County School Board is willing to provide the necessary R/W for the sidewalk, R/W acquisitions or easements from three (3) privately-held properties are anticipated to be required. Final survey will determine the specific R/W acquisitions. Based on the information available for this study, the following properties would be impacted.
Alternate Key# 3598318 3598237
5566692 3585755
Table 1 Identified Right-of-Way Impacts Owner Area R/W Cost Estimate (1) Volusia School Board
825 SF
Emerald Development (dba Nova Campground) B. Friedrich
930 SF
$0 – School Board to provide at no cost $704.54
305 SF
$231.06
695 SF
$526.52
Biskis Family Ltd. Partnership
TOTAL 2,755 SF
$1,462.12
Note (1): Volusia Property Appraiser Land Value Rate of $33,000 per acre of Residential property, November 2009. Does not include legal or appraisal fees. Stormwater Drainage Modifications The proposed sidewalk will require modification to the existing stormwater drainage infrastructure along the south side of Herbert Street. The project is located within St. Johns River Water Management District’s (SJRWMD) Halifax Canal Sub-Basin in the Northern Coastal Hydraulic Basin. The proposed sidewalk is exempt from a permit according to Chapter 40C-42.0225(5), F.A.C. However, this exemption is dependent
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upon the ability to demonstrate that the capacity of the existing swales is not reduced. Based upon past experience with the Water Management District, a permit will be required to demonstrate that there will be no reduction in swale capacity. Therefore, a Standard General Permit will be obtained. No wetland or floodplain impacts are anticipated. The existing drainage on the south side is composed of three segments. Segment 1: The first segment of the project consists of the south side of Herbert Street between the east and west entrances to Silver Sands Middle School. The runoff flows to an existing swale on the south side of Herbert Street that flows out of the right-of-way to the south. The existing swale is set back far enough from Herbert Street that it will not be impacted by the proposed sidewalk. Design Issues: •
An existing cross drain located approximately 320’ east of the western entrance to Silver Sands Middle School will need to be extended to accommodate the proposed sidewalk.
Existing cross drain 320 feet east of school entrance that requires an extension (Looking Northeast)
Segment 2: The second segment consists of the middle segment of the project; from the cross drain located approximately 150’ west of Clara Street to the east entrance of Silver Sands Middle School. The runoff currently sheet flows out of the Herbert Street right-of-way to the south and is not collected. Design Issues:
• The right-of-way along this segment varies greatly, with portions of Herbert Street constructed outside of the right-of-way. Additional right-ofway may be necessary. If curbing were considered to try and limit the amount of additional right-of-way required, then additional curb inlets and pipe would be required. The bike lane along the south side of Herbert Street may also be removed to limit the amount of additional right-of-way required.
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Segment 3: The final segment consists of the easternmost portion of the project. A small swale exists on the south side of Herbert Street that is hydraulically connected to a cross drain that is located approximately 150’ west of Clara Street. This swale conveys runoff from the cross drain to an existing mitered end section, where the runoff enters an existing storm drain network that crosses Nova Road (SR 5A) before discharging into the Halifax Canal located on the east side of Nova Road. Design Issues: •
The small swale and the headwall of the cross drain are located 3-4’ from the existing back of curb. As the proposed sidewalk would consume the swale and conflict with the existing structures, this area will also need to be converted to a closed drainage system. (See photo on page 5.)
SJRWMD has a permit approved for Nova Oaks Condominiums (SJRWMD Permit No. 40127-94531-3). No evidence of construction was observed during a site visit on October 1, 2009. The permitted project includes construction of an 8’ sidewalk and drainage improvements to the system described in the previous paragraph. The proposed stormwater management pond discharges to the existing swale system, which the project encloses in the proposed condition. Sidewalk Concept The proposed 8-foot wide sidewalk would begin at the main entrance to Silver Sands Middle School and extend eastward toward Nova Road. The west terminus would be at the end of the existing Herbert Street sidewalk which is approximately 225 feet west of Nova Road. As previously discussed, the permitted Nova Oaks development project proposes to construct a portion of the sidewalk, for a distance of approximately 325 feet beyond the existing sidewalk. Thus, this study will provide two cost estimates – one for the entire proposed sidewalk (to connect to the existing sidewalk), and one for the sidewalk to connect to the proposed Nova Oaks sidewalk. To achieve an acceptable five-foot horizontal clearance from the travel lanes, we propose locating the inside edge of the sidewalk one foot away from the existing edge of pavement, which includes the existing four-foot wide bicycle lane. This configuration minimizes requirements for additional right-of-way, maintains the existing Herbert Street bike lane, and can be accommodated by the existing open swale drainage system. The study team discussed the potential to remove the bike lane and install raised curbing, locating the sidewalk at the back of curb. This approach, however, would require modification to the drainage system, incorporating outfalls, and thus altering
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the existing drainage patterns. The implementation cost would also exceed the cost estimate of the proposed configuration. The existing sidewalk west of the school entrance would need to be reconfigured to align with the recommended crosswalk connecting to the proposed sidewalk. A portion of the existing sidewalk would have to be taken up, and a new sidewalk constructed for a distance of approximately Ditch-bottom inlet and manhole cover located north of existing 50 feet. The realigned sidewalk (Looking East) sidewalk should be located to avoid the existing ditch-bottom inlet, and will likely incorporate the existing manhole cover within the sidewalk. This modification has been included in the cost estimate. Recommended crosswalk features include high emphasis pavement markings of all side streets and driveways, appropriate pedestrian ramps, detectable warning surfaces at each ramp, and appropriate pedestrian signage. These items have been included in the cost estimates.
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FINANCIAL FEASIBILITY Table 2 provides a preliminary cost estimate for the design and construction of the proposed sidewalk along the south side of Herbert Street, from the Silver Sands Middle School main entrance to the existing sidewalk. Table 3 provides the cost estimate for terminating the proposed sidewalk at the western end of the proposed Nova Oaks development sidewalk. These cost estimates are to be considered opinions of probable cost based solely on the results of this feasibility study. The item number and unit of measure are based on the Florida Department of Transportation (FDOT) Basis of Estimate Manual. The unit prices are based on the average costs for each pay item as provided by FDOT for the most recent 6-month reporting period of March 1 through September 30, 2009. The tables also provide a three-year escalation of the cost estimate based upon the FDOT’s most recent inflation factors. Based on our findings, the cost estimate does not include utility relocation or tree removal as these activities are not anticipated to be required.
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Table 2: Cost Estimate (SSMS to the Existing Sidewalk)
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Table 3: Cost Estimate (SSMS to the Proposed Nova Oaks Development Sidewalk)
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Exhibit 1: Location Map
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Exhibit 2: Soil and Contour Map
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The following exhibits are located on the referenced sheet number.
Exhibit Sheets 1 - 4: Concept Map – SSMS to Existing Sidewalk Exhibit Sheet 5: Concept Map Sheet 4 – Terminus at Proposed Nova Oaks Sidewalk Exhibit Sheet 6: Sidewalk Typical Section
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City of Port Orange Average Daily Traffic Counts
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
FALL 2006
SPRING 2007
SPRING 2008
359 4281 6412 8953 7513
368 4244 6205 12057 7263
1 2 U.C. UNDER CONSTRUCTION N/A NOT APPLICABLE 3 ** NEARBY ROADWAY CONSTRUCTION * NEW ADDITIONS 4 Figure Varies Substantially from previous growth trends Figure not accurate due to vandalism Figure includes only one way traffic flow 5 6 7 8 9
STA.
ROAD
LOCATION
SPR 1997
FALL 1997
SPR 1998
SPR 1999
FALL 1999
SPR 2000
FALL 2000
SPR 2001
FALL 2001
SPR 2002
FALL 2002
SPRING 2006
29 30 31 32 33
901 902 903 904 905
HERBERT ST HERBERT ST HERBERT ST HERBERT ST HERBERT ST
E OF RIDGEWOOD E OF RAILROAD W OF JACKSON ST W OF FRANCIS E OF CM BLVD
957 5617 6907 8010 5907
838 5318 7889 7671 5825
1038 5201 6994 8868 6328
930 5890 7635 7601 5984
868 4674 6791 8306 6799
863 4795 7181 8628 6161
694 4347 6333 8100 5411
993 5430 7390 6593 6625
683 5093 6733 7974 5678
746 10280 7757 8816 6147
729 4954 7191 8254 5296
536 5121 20068 9318 7918
Prepared by Community Development 10/27/2009
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m University of Oran Loo St St Central FL ley d ar Ma Campbell Blv Halifax Ced Middle Turie T. Seaside Keech ay School Small dw e e Health Ctr. Music Elem. St Sp DMV Theatre Sch. Tuscawilla Mainland 7 15 South ve High School Park
Pelican Bay
St
St
Marina
1
St
dge Bri S. Cornelia Young Mem. Library
k lan nB rlto CaCity Island Rec. Area
St
Shopping Daytona Beach Belnova Center Plaza International Volusia Airport Nova Village Square Shopping Center
6
une
Manatee Island Park
Pe n
Av e
15
Sou
St
ood
nge
Kee
Kmart Embry Riddle Aeronautical University
Ora
Dr
Beth
Peabody Auditorium e ridg St B
view
Wil
Dr gew
Daytona Int’l Speedway
St
Dr
l vd
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tio
d Blv DMV way eedDaytona Plaza
ry Ma
Golf & Country
fax Rid
Main
Av
St
ite
Ann
nB
92
rna
400
Intermodal Transit Facility
ch
Wh
my
amso
Inte
10
DSC Sp nal
Bev
Dog Track
4
Peabody Earl Auditorium
Market
Transit centers
17A
Main Ave
Fair
d
4
Kee
J im
Willi
Volusia Mall Volusia Point Shop. Ctr.
Dr M
na
Hali
St
Rd D
unn
e
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Bethune Foundation
Ext
A1A
VOTRAN Transfer Plaza 430 Halifax Med. Ctr. Halifax lvd Atlantic Medical Division of 92 mB Campus Center Blind gra d Services e W En Bl v rg VA o Ge Bethune 10 Clinic e e n College e Av thu B ary
5A
Daytona Mall
Daytona State College
Embry Riddle Aeronautical University
Catali
rmas Rd
e
va
3rd 2nd
ve
11
Bethune Cookman College
Shops at Beville
Fa Tomoka
Av e
g Yon
No
92
P
Hein
Dr
Rd
1
Shopping center
East - West connector
Daytona Beach
Nova Village Market
d
St St
d
l
n t ic
gs
d
ay
City Hall Youth Rec. A LPG Holly Hill Ctr. Public Library Blv
lis A
ram
Rd
Flea See Market continuation above left
Port Orange
60
Bay
al S
tion
ze bree Sea Blvd e g brid Oak Blvd St Ora St Earl
dge Bri ze ree 430 ab
Big
Bellair Plaza
3
Florida Health
9Care 60
t
ion
Blv
are
ona
lthc
Na ti
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Kin
O
In
at
e e Av
Wil
United Way
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w edd a pBelv Plaz S al
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Blv Eng
Daytona Beach International Airport
ay
Rd
son mp t Tho ek Rd ard S Cre Orch
Old
5
5A
Bell
a
1
w
40
H
5
Ave n diso
C
See Daytona Beach map
Riverview Learning Center
Terminal
mes
nad
R
9
Ave
Mid
Tha
d Birthplace of Blv Speed Museum 1 City HallMem. Art Mus. & Gardens Atlantic Med. Library Ctr. Ormond G ra
rth Lin Ste DrYMCA
3
60 11
rris
Volusia Square Shopping Center
Dun
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Lake Lloyd
92
Ormond Beach
Q
Volusia Point Shop. Ctr. Daytona International Speedway
92
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483 See continuation
d
d
To Deland & Deltona
River Gate Shopping Center
Blv
nd R
Mo
nce
60
40
Volusia Mall
B
6
Halifax Med. Halifax Med. Ctr. Ctr. Atlantic 10 Campus Daytona Plaza Kmart
Dr
Fra
Dela
Theatre/Arts center
d
rna
Inte
8
St
Av e
son
Bonner Elementary School
Conklin Division of Center Blind Services W Easter Geo r ge Seals Ave
de
nn my A
Bill
d
Ol d
M
N
Blvd
Resort
Rd
hn Rd
less
Ruins
Clyde Morris
Ortona Elementary School
2nd
Father Lopez High School
Masonova Plaza
Cly
J im
Hea
VA Clinic
Blv
La ke
County Jail
son Bay
ide
Rd
d
liam
Indian
Golf
ers
Blv
W il
Lakes
Golf Course Dr
Holly DrHill ood Plaza ntw
430
Halifax Behavioral Ave Services
Ma
St
11
n
Ave
Mason Ave
12
3rd
1A 1B
St
3rd
St
2nd
e
rris
St
483
Palm Terrace Elementary School
11
wa
Riv
Vin
Derbyshire Rec. Park YMCA
ire
Mo
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Cl y d
10
11
Ma
FL State Office Bldg. Volusia County Justice Center
Ross Point Park
5
St
6th
Bre
International
Olson
St
8th
3
Holly Hill
St
3rd
M a so
Museum
10
City Hall Youth Recreation Center
3rd
Transfer 9, 10, 11, 60
Indigo
ter
Rd
Blvd
St
6
10
Courthouse
Medical Center
ve d nA Blv Jua une eth ry B
San
Dr
O
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B
International Speedway
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Sunrise Park
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ire
n
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3 5 6
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Florida Health Care
St
11
LPGA
Dr
Wa
so
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m d
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10
tal
ia
J
oas
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St
lke
St
15th
ter
Derb
ill
Blv
City hall
9 10
0
St
ally
1st
Flomich Park
St
Cen
Ave
Holly Hill Elem. School
10th
Twin Lakes Medical Center PGA
Halifax
Ave
B lv d Plaz a
Big Tree Park St
ich
Softball Field
L
Tiger Bay Rd
rac e
Rd
lina
Blvd
W
BMX Track &
Library
8
0
Mull
Seabreeze Senior High School
Ave
a
Wa
11
L
Int g Yon
a bam
5
Advanced Technology Center
r lD rdi n a
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Flom
Hurst Elementary School
South Nova
rson
Rd
y
9
K
Ande
ek
Pkw
o
Ormond Beach
8
Plaza Riviera Grande Park Park
Ave
Riviera Golf & Country Club Caro
H
Hospital
7
Public place
APPROXIMATE SCALE OF MAP
See Daytona Beach map
Dr
Cre
Rd
Ave
d
y Arro
6
I
fax
Ave
gs
e Av
95
3
Tomoka ing Plaza Flem
H
Hali
St
Kin
Ave
Renaissance ivision D Center Park
Clyde Morris
Urgent Care Halifax Medical Center
A1A
5 Central
5A
483
40
PARK
Country
1
Han
Ormond Towne Square
John
ch
son
6
1B
da
1B
mp
YMCA
STATE
Club Dix Birthplace of Park Speed Museum Chamber of Fortunato Commerce Park d Blv Memorial Art Riverbridge a 3 Museum & Gardens Granad Gardens Cassen Park & Pier Osceola Atlantic Medical The Center Ormond City Hall Casements Elementary School Library Ormond Beach Ames Elementary Park School
Tho
L
Dr us rtha Ste Granada B l v d
North Nova
17B South Atlantic - Dunlawton Post office
Ave
Ave
ln inco
Old
Wal-Mart Super Center
G
St
Florida Hospital Ormond Memorial
South Forty Shopping Center
vd
hard
Rd Bl na
Ave
ood
Orc
Airport
Trails Shopping Center
River Gate Shopping Tomoka Center Elementary School
Pathways Elementary School
6
Willm ett e
Trl
40
Rd
Airport
Ave
Nova Road Rec. Area
Pine Trail Elementary School
F
ew Ros
3
in
Center Street
6
A
Place of interest
College/University 15 Orange Avenue 17A South Atlantic - Ponce Inlet School
er
Bea
ood
Hugenot Park
t
d
Ma
TOMOKA
gew
eS Wil
E
1A Oceanside
Ormond Beach Performng Arts Center & Senior e Ave Center Melros lmette
3A
5
A1A
r Rid
g Yon
Tomoka Oaks Country Club
3C
1A
Riv
ve
3B Sanchez Park
Limited service – see schedule
South Ridgewood
Oce
d
1A
ive x R
ic
A illio
ifax
Blv
lifa
Dom
Ormond Beach Aviator Wy Business Park S u nshine B lv
Hal
re
Ha Ormond Beach Middle School
Ormond Beach
North Ridgewood
4
e r n a t i o nal Sp e edw ay
ee
Sho
PARK
3A
D
an
Ormond Mall
Oce
3C
R
Granada
3
In t
r fa Hali x C
To m o k a Basin
Lynnhurst Dr
Ormond Beach Municipal Airport
1B
Park
Dr
5
C
Direction of route
Seabridge
rson
1
Hawaiian Tropics
A1A North
Tarpon Ave Bass Dr
Seabridge Riverfront Park
Ande
STATE
11
1A
Dolphin Ave Oceanfront
John
St
Addison Blockhouse Ruins
B
10
Legend
Bicentennial Park
ch
National Gardens
9
See continuation
1A Bea
9 A
5
TOMOKA
Lig
3
l
2
East Volusia County Daytona Beach Bus Service Map
Tr
1
95
9
10
S
A1A 11
FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION COSTS REPORTS
Inflation Factors _________________________________________________________________________________________________________________________________________________
This “Transportation Costs” report is one of a series of reports issued by the Office of Policy Planning. It provides information on inflation factors and other indices that may be used to adjust project costs. Please note that the methodology for Inflationary adjustments relating to specific transportation projects should be addressed with the district office where the project will be located. For general use or non-specific areas, the general guidelines provided herein may be used for inflationary adjustments. Construction Cost Inflation Factors The table below includes the inflation factors and present day cost (PDC) multipliers that are applied to the Department’s Work Program for highway construction costs expressed in 2010 dollars. Fiscal Year
Inflation Factor
PDC Multiplier
2010 Base 1.000 2011 3.3% 1.033 2012 3.3% 1.067 2013 3.3% 1.102 2014 3.3% 1.139 2015 3.3% 1.176 2016 3.3% 1.215 2017 3.3% 1.255 2018 3.3% 1.297 2019 3.3% 1.339 2020 3.3% 1.384 Source: Office of Financial Development, (Fiscal Year 2010 is July 1, 2009 to June 30, 2010)
Other Transportation Cost Inflation Factors Other indices may be used to adjust project costs for other transportation modes or non construction costs. Examples are as follows:
_____________________________________________________________________________________________________________________
This report is one in a series on transportation costs. The latest version of this and other reports are available at www.dot.state.fl.us/planning/policy/costs August 26, 2009 Page 1 of 2
The Consumer Price Index (CPI, also retail price index) is a weighted average of prices of a specified set of products and services purchased by wage earners in urban areas. Restated, it is a price index which tracks the prices of a specified set of consumer products and services, providing a measure of inflation. The CPI is a fixed quantity price index and a reasonable cost-of-living index. The Producer Price Index for Highway and Street Construction (PPI) is reported monthly by the U.S. Department of Labor’s Bureau of Labor Statistics. It is derived from current pricing information of material and services used directly or indirectly in highway construction. PPI does not forecast future inflation rates. The Employment Cost Index (ECI) is based on the National Compensation Survey. It measures quarterly changes in compensation costs, which include wages, salaries, and other employer costs for civilian workers (nonfarm private industry and state and local government). Advisory Inflation Factors For Previous Years Another “Transportation Costs” report is available covering highway construction cost inflation for previous years. “Advisory Inflation Factors For Previous Years (1987-2010) provides Present Day Cost (PDC) multipliers that enable project cost estimates from previous years to be updated to FY 2010. Please go to http://www.dot.state.fl.us/planning/policy/costs/RetroCostInflation.pdf for the table and text providing this information.
This report is one in a series on transportation costs. The latest version of this and other reports are available at http://www.dot.state.fl.us/planning/policy/costs/default.asp August 26, 2009 Page 2 of 2
