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Herbert Street (North 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 ........................................................................... 7 FINANCIAL FEASIBILITY ................................................................................ 9
Tables and Exhibits Table 1: Cost Estimate ............................................................................... 10 Exhibit 1: Location Map .............................................................................................11 Exhibit 2: Soils Map.....................................................................................................12 Exhibit Sheets 1 – 3: Concept Maps: Carya Circle to Existing S/W .......... 13-16 Exhibit Sheet 4: Sidewalk Typical Section .............................................................17
APPENDIX City of Port Orange Traffic Counts Votran Transit Route 12 FDOT Inflation Factors
Sidewalk Feasibility Study
INTRODUCTION The City of Port Orange considers the construction of a sidewalk on the north 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 five-foot wide sidewalk west of Carya Circle 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 walk along the road or on the shoulder adjacent to Herbert Street between Carya Circle and Nova Road. There is a 4-foot wide bike lane that is located only in the eastbound direction and both pedestrians and bicyclists use this lane for bidirectional movements. This 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 vehicular travel lane east of Carya Circle and eliminate the use of the eastbound bike lane for two-way travel.
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Sidewalk Feasibility Study
PROJECT PURPOSE AND SCOPE The proposed project is to complete the sidewalk within the existing gap along the north side of Herbert Street from Carya Circle to Nova Road. This feasibility study examines the existing sidewalk system and proposes recommendations based on the observed alternatives. The length of the study corridor is approximately 1,300 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 access to 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; specifically from Carya Circle to Nova Road, a distance of approximately 1,300 feet. Land uses along the north side of this segment of Herbert Street are primarily residential, but include two small retail uses. 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 (pertinent only for the south sidewalk feasibility study). 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 (as of 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 at Nova Road near the Italian restaurant, the terminus of the Nova Road sidewalk system. Roadway curbing exists on Herbert Street from Nova Road to Clara Street, and west to Francis Street, after which the roadway is primarily a rural section with open swale drainage. The section between Nova Road and Clara Street is Existing sidewalk terminus just west of Nova Road level as a closed drainage system exists. (Looking West) West of Clara Street, there is an open drainage ditch that is relatively close to the edge of pavement (within 3 to 4 feet). Continuing west of Francis Street, the swale is further away from the edge of pavement (approximately 8 to 10 feet from top of swale bank). Mitered end sections of reinforced concrete pipes (RCP) supporting the conveyance of stormwater eastward to Nova Road and the Halifax Canal exist at driveway crossings and street intersections. The Roadway swale (Looking East) roadway pavement is experiencing cracking and erosion, and the City is stabilizing the edge through the placement of top soil and sod. Overhead power poles are also present between the edge of pavement and the front edge of the drainage swale. At Silver Creek Run, there are sidewalks extending northward from Herbert Street on both sides of the divided entrance road. The proposed sidewalk should provide connection to these two existing sidewalks.
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Sidewalk Feasibility Study
Utilities Assessment Within the project limits,, overhead power lines are located along the north of Herbert Street. Power poles and guy wires are present, located at the edge of the right right-ofway. There are several underground water and sewer lines located along the north right right-ofway, which is detailed below. A natural gas line runs along the right-of-way.
Cross drain headwalls, mitered end culvert, and small swale west of Nova Road (Looking East)
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, ion, the stormwater is collected via a ditch system, which utilizes numerous reinforced concrete and corrugated metal pipes for conveyance under streets and driveways. The existing drainage system from Carya Circle to Clara Street consists of a series of swales connected by side drains on the north side of Herbert Street. The inside top of bank of the existing swales are typically 3 to 4 feet off the edge of pavement, with very steep side slopes. The swales convey runoff to a cross drain underneath Herbert Herb Street, located approximately 150 feet west of Clara Street. On the south side of Herbert Street, runoff from the cross drain is conveyed into an existing swale system which crosses Nova Road (SR 5A) before discharging into the Halifax Canal located on the east side of Nova Road.
Silver Creek Subdivision Stormwater treatment and conveyance to Herbert Street
The stormwater ponds in the Silver Creek subdivision discharge into the existing swale on the north side of Herbert Street, west of Francis Street. The Silver Creek Subdivision stormwater ponds outfall into the existing ditch with a 2525
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Sidewalk Feasibility Study
year, 24-hour design discharge of 12.59 cubic feet per second (SJRWMD Permit No. 40127-76076-1). This permitted discharge is being accommodated by the existing open ditch and closed drainage system from the subdivision to Herbert Street to Nova Road. 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 roadway R/W
•
Natural gas line along the north roadway R/W
•
Fiber optic and underground telephone cable lines
•
4-inch PVC force main along the north R/W from Stone Gate Lane to the east
•
6-inch PVC waterline along the north R/W from Stone Gate Lane to the east
•
10-inch water main along the north side R/W from Old Hammock Lane eastward.
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 to 60 feet. Starting at Carya Circle, the R/W width is 60 feet, then changes to 65 feet approximately 80 feet west of Old Hammock Road. Approximately 160 feet west of Francis Street, the recorded R/W width for Herbert Street is only 30 feet. There are two locations where minimal R/W easements may be required, based on the 2004 survey. These include a corner clip approximately 125 feet west of Francis Street, and a sliver along the Italian restaurant property between Clara Street and Nova Road. An estimated cost for acquiring this R/W is included in the cost estimate. 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, a hydric group classification of D, which indicates a poorly drained soil that results in greater runoff.
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Sidewalk Feasibility Study
SIDEWALK CONCEPT PLAN The proposed project is a 5-foot wide concrete sidewalk from Cayra Circle eastward to connect to the existing sidewalk just west of Nova Road. The primary issue associated with this sidewalk is the need to modify the drainage infrastructure on the eastern end of the project. Stormwater Drainage Modifications The proposed sidewalk will require modification to the existing stormwater drainage infrastructure along the north 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 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 system from Carya Circle to Clara Street consists of a series of swales connected by side drains on the north side of Herbert Street. The inside top of bank of the existing swales are typically 3-4’ off the edge of pavement, with very steep side slopes. The swales convey runoff to a cross drain underneath Herbert Street, located approximately 150’ west of Clara Street. On the south side of Herbert Street, runoff from the cross drain is conveyed into an existing swale system which crosses Nova Road (SR 5A) before discharging into the Halifax Canal located on the east side of Nova Road. The stormwater ponds in the Silver Creek subdivision discharge into the existing swale on the north side of Herbert Street, south of Francis Street. Design Issues: •
The proposed sidewalk will consume the existing swales. There is not enough right-of-way and vertical clearance to provide a boardwalk and allow for maintenance of the swales. Instead, the system will have to be piped, with back of sidewalk inlets collecting the off-site runoff.
•
The Silver Creek Subdivision stormwater ponds outfall into the existing ditch with a 25-year, 24-hour design discharge of 12.59 cubic feet per second (SJRWMD
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Sidewalk Feasibility Study
Permit No. 40-127-76076-1). This permitted discharge will need to be accommodated within the proposed closed drainage system to the Halifax Canal. Because the Herbert Street drainage system is part of the outfall for the Silver Creek stormwater management system, it will need to be designed for the 25year, 24-hour storm. A letter modification will be needed from SJRWMD to document the modification to the permitted design. •
The existing 24” pipe that crosses underneath Nova Road (SR 5A) is a control point for the design. With piping the Herbert street drainage system, the necessary slopes for the pipes may cause the system to become deeper than the existing swales. This may result in having to replace existing structures, including the pipe underneath Nova Road and the outfall to the Halifax canal. If the pipe underneath Nova Road would need to be replaced, a Drainage Connection Permit from the Florida Department of Transportation (FDOT) will be required.
•
A Drainage Basin study will need to be performed to determine how much flow is going to the existing swale system in order to ensure that the closed network is properly sized.
Sidewalk Concept The proposed 5-foot wide sidewalk would begin at the eastern side of Carya Circle and extend eastward to the existing sidewalk just west of Nova Road. To achieve an acceptable horizontal clearance from the travel lanes, the proposed sidewalk should be located five-feet from the existing edge of pavement. The sidewalk would be located on top of the piped stormwater drainage system. For the short section from Clara Street to the connection to the existing sidewalk, the 5-foot wide sidewalk should be located at the back of the existing curb, eliminating the need for a buffer between the travel lane and the sidewalk. 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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Sidewalk Feasibility Study
FINANCIAL FEASIBILITY Table 1 provides a preliminary cost estimate for the design and construction of the proposed sidewalk along the north side of Herbert Street, from Carya Circle to the existing sidewalk. 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 cost estimate table also provides 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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Sidewalk Feasibility Study
Table 1: Cost Estimate
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Sidewalk Feasibility Study
Exhibit 1: Location Map
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Sidewalk Feasibility Study
Exhibit 2: Soil and Contour Map
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Sidewalk Feasibility Study
The following exhibits are located on the referenced sheet number.
Exhibit Sheets 1 - 3: Concept Map – Carya Circle to Existing Sidewalk Exhibit Sheet 4: Sidewalk Typical Section
13
14
15
16
17
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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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
Holly Hill Shopping Center
B
International Speedway
VOTRAN Transfer Plaza
Sunrise Park
Holly Hill Holly Hill Middle 13th School Public Library Bishops Blvd Hollyland Park Glen LPGA
ire
n
Westside Elementary School W.O.R.C.
3 5 6
Bellair Plaza
Florida Health Care
St
11
LPGA
Dr
Wa
so
ysh
m d
Veterans Nursing Home Volusia Co. Holsonback Dr Health Department
10
tal
ia
J
oas
t r S
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
No v Ala
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