HomeMy WebLinkAboutTransportation Impact Fee Credits Western Grove DRI 09-16078003
September 2016
0 MacKenzie E
CM 29013
ORTATION IMPA CT FEE CREDITS
STERN GROVE DRI
Port St. Lucie, FL
Prepared for:
WCi Communities, LLC
Bonita Springs, Florida
Prepared by:
` acKenzie'.
Engineering & Planning, Inc.
and Planning, Inc.
10795 SW Civic Lane
Port St. Lucie, FL 34987
(772) 345-1948
Shaun G. MacKenzie P.E.
PE Number 61751
4acKenzie
Engineering & Planning, Inc.
TABLE OF CONTENTS
TABLEOF CONTENTS................................................................................................................. i
LISTOF TABLES........................................................................................................................... i
LISTOF FIGURES.......................................................................................................................... i
INTRODUCTION........................................................................................................................... 1
WESTERN GROVE ROAD CONSTRUCTION........................................................................... 3
IMPACT FEE CREDITS................................................................................................................ 5
St. Lucie County Impact Fee Ordinance Review ...........................................
State of Florida Impact Fee Credit Requirements............................................................................5
EligibleRoads..................................................................................................................................5
St. Lucie County Impact Fee Credit.................................................................................................6
CONCLUSION............................................................................................................................... 7
LIST OF TABLES
Table 1. Western Grove Approved Uses........................................................................................ I
Table 2. St. Lucie County Roadways............................................................................................. 6
LIST OF FIGURES
Figure1. Project Location.............................................................................................................. 2
Figure 2. Roadway Construction Map........................................................................................... 4
Figure 3. Calculation of Western Share of Roadway Costs........................................................... 6
Figure 4. Calculation of Impact Fee Credit.................................................................................... 6
078003 Page i
r
INTRODU
N
4acKenzie-
Engineering & Planning, Inc.
The developer of the Western Grove Development of Regional Impact (Western Grove) is
requesting credit a ainst road impact fees otherwise payable pursuant to the St. Lucie County Roads
Impact Fee Ordinance (Ordinance). At the request of the developer, MacKenzie. Engineering and
Planning, Inc. (MF,P) conducted a study to quantify the amount of County road impact fee credits
for which Western Grove is eligible as a result of the contribution, construction or dedication of
land made for
meet County
Western Grove is
units and 250,000
and the Tradition
and the Riverland,
illustrates the site
078003
n facilities required by the Westeni Grove development order, which
needs,
mixed use development of regional impact (DR]) approved for 4,000 dwelling
!square feet (SF) of non-residential use. Western Grove is located west of 1-95
NJ, south of Crosstown Parkway, north of East-West Road 1 (Discovery Way)
Kennedy DRI, and east of Rangeline Road in Port St. Lucie; Florida. Figure I
Table 1 displays the approved Western Grove land use.
Table 1. Western Grove Approved Uses
Approved
Land Use
Unit
Use
Dwelling Units
(DU)
4,000
Commercial
(SF)
200,000
Retail
Service &
(SF)
50,000
Office
Page I
WESTERN t
Crost�►�n ark�v,�av}�-�_� t,,�"_��,", �' � � �:
GROVE DRI q• l�
_Tc's4iiti:,n arkvayfG�tlin' PO t`St;l[Cie`�"—'"-�-��
'•�,�i` �1 .�Y,W � v. v L —. .. ,mot:-. .WP `�
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d&Kenzie
Engineering & Planning, Inc.
WESTERN GROVE ROAD CONSTRUCTION
The Western Grove development order requires construction of the following road segments in St.
Lucie County:
• Tradition Parkway — Current Terminus (Stony Creek Way) to North -South Road A (NIS
A) —New our -lane divided roadway
• NIS A iscovery Way (East-West Road 1) to Crosstown Parkway — New 'four -lane
divided ro�dway
• Westcliffe Lane —NIS A to SW Tremonte Avenue —New two-lane road
• Fern Lake Avenue — Tradition Parkway to Westcliffe Lane — New two-]ane road
• Crosstown Parkway— Rangeline Road to NIS A — New two-lane road
The roads are
078003
shown in Figure 2.
Page 3
"DcKenziei
Engineering & Planning, "Inc.
Figure 2. Roadway Construction Map.
Crosstown Parkway — 2 Lanes . 10 UkI
• -Rangeline Road to N/S A
Westcliffelane — 2. Lanes
N/S A to Tremonte Avenue
Fern Lake Avenue — 2 Lanes
Tradition Park
way to Westcliffe Lane
Tradition Parkway — 4 Lanes
N/S A to Stony Creek Way
17
N/S A — 4 Lanes
T. Discovery Way to Crosstown Parkway
6,
4
T.
A.-
6 4A�
A
7�7
A�I
. . . . . . . . . .
Z
-z---rQ I
2W.O.
078003 Page 4
V
:_l
IMPACT
St. Lucie Cc
1
acKenzie,
Engineering 'Srt Planning, .Inc.
CREDITS
)act Fee Ordinance Review
Western Grove is entitled to road impact fee credits based on St, Lucie County Code Section 24-
364 for the contribition, construction or dedication of land for transportation facilities to the extent
that the contributio , construction, payment or dedication meets the same needs as the road impact
fee. Credits again t road impact fees shall be allowed for such activities only if the road meets a
transportation capi a] need identified in the County's Comprehensive Plan and such credit shall be
based upon the increased capacity provided. Credit shall not exceed the total amount due for road
impact fees for theldevelopment within Western Grove.
State ofFlorida Impact Fee Credit Requirements
Credit against impact fees, mobility fees, and other transportation concurrency mitigation
requirements is als�required by Section 163.3180, Florida Statues, for a developer's contributions
or construction to increase capacity. Sub -section 163.3180(5)(h)2.e provides that the credit shall
be reduced up to % by the percentage share that the project's traffic represents of the added
capacity of the selected improvement, or the amount specified by local ordinance, whichever yields
the greater credit. ach roadway segment was evaluated using state law to determine the County's
share and the Developer's share of the roadway construction cost.
The roads shown in Table 2 are eligible for impact fee credits because they are identified within
the Transportatioq Element of the St. Lucie County Comprehensive Plan on Pages 2-34 and 2-35
(Code Section 24-264 (c)(1)) and the roads meet a County transportation need. Table 2 matches
the roadway namel�s that are in the Western Grove development order with the St. Lucie County
Comprehensive Plan road name.
078003
Page 5
r�
4acKenzie
Engineering & Planning, Inc.
Table 2. St. Lucie County Roadways
Port St. Lucie
Roadway Name
St. Lucie County Roadway
Name
Tradition Parkway
West Annex EW Road "C'
N/S A
West Annex NS Road 'T"
Westdiffe Lane
West Annex EW Road "A"
Fern Lake Avenue
West Annex NS Road "E"
Crosstown Parkway
Crosstown Parkway
St. Lucie CounU Impact Fee Credit
The amount of impact fee credit for Western Grove is calculated based on the roadway capacity
enhancements provided in excess of the impacts of the project (Code Section 24-264(c)). To
determine the cost of the excess capacity provided, the total cost for each roadway segment was
calculated. The percentage of the total capacity needed to accommodate Western Grove's traffic
at buildout was then calculated for each segment and multiplied by the total cost to determine the
project's share of each segment (Figure 3.). The project's share was then subtracted from the total
cost to arrive at the amount of impact fee credit (Figure 4).
Figure 3. Calculation of Western Share of Roadway Costs
Project Trips
x Total Cost = Western Grove Share
Road Capacity
Figure 4. Calculation of Impact Fee Credit
Total Cost - Western Grove Share = Impact Fee Credit
The cost of each roadway was calculated based on FDOT's cost of construction per facility mile,
and then increased by 36% to cover engineering, permitting, surveying, geotechnical engineering,
construction engineering inspection, and testing to obtain the total roadway cost. The project's
utilization of the roadways at buildout was calculated by dividing the project's peak hour peak
direction trips on each roadway segment by the anticipated future roadway capacity to arrive at the
project's share of the capacity, which is limited to a maximum of 20% pursuant to Sub -section
163.3180(5)(h)2.e. The roadway construction cost for all segments was totaled and estimated to
be $45,485,237, as detailed in Exhibit A. The project's share of the total roadway cost is 17.8%
or $8,107,061 as detailed in Exhibit A. After subtracting the project's share from the total roadway
078003 Page 6
cost, the remah
excess capacity
fees for develor
acKenzie-
Engineering & Planning, Inc.
32.2% or $37,378,176 of the total roadway costs represents the cost of the
tructed. Therefore, Western Grove is eligible for credit against road impact
within Western Grove in the amount of $37,378,176.
CONCLUSION
MacKenzie Engin6ering and Planning, Inc. conducted a study to detennine the amount of St. Lucie
County road imps t fee credit for which Wester Grove is eligible as a result of construction of
roadways require by the Western Grove development order. Western Grove is constructing
improvements at a total estimated cost of $45,485,237, In accordance with Section 24-364, St.
Lucie County Code, and Florida Statutes Sub -section 163.3180(5)(11), Western Grove is entitled to
credit against St. Lucie County road impact fees in the amount of $37,378,176, but not to exceed
the total amount o� St. Lucie County road impact fees due for development within Western Grove.
The impact fee credit methodology is consistent with the St. Lucie County Code and Florida
Statutes.
078003
Page 7
acKenzie
Engineering & Planning, Inc -
Exhibit A. Proportionate Share Calculations through Buildout
Peak
Hour
Developer
Eng &
Improve.
Service
Share (%)
Construction
R.O.W.
Testing
Total
Developer
Required
Length
Volume
Traffic
Project
or 20%
Cost per
Cost per
Cost per
Cost per
Total
Share
Roadway
Segment
Improv.
(Miles)
Increase
Assign I
Trips (1)
Max
Mile (2)
Mile (3)
Mile (3)
Mile (3)
Cost (3)
Cost
Crosstown
Rangeline Rd to
2-Lanes
0.85
924
0.8%
20
2.16%
$ 4,800,389 (a)
$1,728,140
$ 6,528,529
$ 5,549,250
$ 119,864
Pkwy
NIS'A'
Crosstown to
4-Lanes
0.49
1,785
20.6%
502
20.00%
$ 6,889,754 (b)
$2,480,311
$ 9,370,065
$ 4,591,332
$ 918,266
Westdiffe
_
NISA
Westdiffeto
4-Lanes
0.33
1,785
22.1%
539
20.00%
$ 6,889,754 (b)
$2,480,311
$ 9,370,065
$ 3,092,121
_
$ 618,424
Tradition Pkwy
Gatlin Bvd to E/W
4-Lanes
1.48
1,785
21.8%
531
20.00%
$ 6.889,764 (b)
$2,480,311
$ 9,370,065
_
$13,867,696
$ 2,773,539
#1
Tradition
NIS A to W of
4-Lanes
0,91
1,785
32.1%
783
20.00%
$ 6,889,754 (b)
$2,480,311
$ 9,370,065
$ 8,526,759
$ 1,705,352
Pkwy
Community Blvd
Westclifle
NIS A to W of
2-Lanes
1.07
675
12.9%
316
20.00%
$ 4,800,389 (a)
$1,728,140
$ 6,528,529
$ 6,985,526
$ 1,397,105
Lane
Community Blvd
Fern Lake
Westcliffe Ln to
2-Lanes
0.44
675
19.7,%
480
20.00%
$ 4,800,389 (a)
$1,728,140
$ 6,528,529
$ 2,872,553
$ 574,51,
Avenue
Tradition Pkwy
Peak Hour Peak Direction Project Tri s 1 2,438
Section Type
Imprvemnt
Cost per mile
New 2-Lane
$4,800,389 (a)
Urban
New 4-Lane
$6,889,754 (b)
TOTALS1 $45,485,237 $ 8,107,061
Developer's Share of Cost 17.6°/° l
Impact Fee Credit
Percent
82.2%
Amount
$ 37,378,176
(1) Project Trips are total nelnewextemal peak hour peak direction trips atbuildout
(2) FDOT, Augus12016. (Generic cost per centerline Mile), Refer to Table B-1 in Appendix B for Estimates of average cost per centerline mile-
(3) ROW = Already Donated, Engineering, Permitting, Surveying, CEI, & Testing = 36% of Construction Cost
078003 Page A -I
Exhibit B. We Io ter
4ac.Kenzie
Engineering & Planning, Inc.
Grove Development Roads in the St. Lucie County Comprehensive
Plan (Page 2-34)
Port St. Lucie
Facility
From
To
Lanes
Lanes
Project
Developer OR
j
!i
Facility Name
2000
2030
Built/ Committed
25th St South.
Midway Rd
Edwards Rd
2
4
Add 2 Lanes
Built/ Committed
I
Becker Rd
Becker tad
Village Pkwy
Southbend Blvd
2
4
Add 2 Lanes
Built/ Committed
i
Becker Rd
Becker Rd
Southbend Blvd
Murphy Rd
2
4
Add 2 Lames
Developer
Becker Rd
Becker Rd
Ran eline Rd
Village Prkwy
0
4
New 4 Lane
Developer
Crosstown Pkwy
Cross
� T
1-95
Floresta Dr
0
4
New 4 Lane
Built/ Committed
I
Crosstown Pkwy
Cross TownPkwy
Floresta Dr
US-1
0
4
New 4 Lane
Built/Committed
.�. �.
Crosstown Pkwy,
Cross`Tbrvn',,
R8_geiln� Rd'
West'AnneX'NS?
'
f4j
iLiew 41an9
iDE+;eiope
pKwy,
Road "Pi'�
Floresta Dr
FforeStal
Prima Vista
Southbend BIB
2
4
Add 2 Lanes
Built/Committed
Blvd
Tradition Pkwy
11
Gatlin Bivd Ext
West AnnexNS
"B"
Village PkHy
Q
4
New Lane
Developer
Road
-
1*5 I
Indian River
Orange Ave
4
.6
Add 2 Lanes
Built/ Committed
County
Lennard Rd
LennardlRd
US-1
Walton Rd
0
4
New 4 Lane
Built/ Committed
Lennard Rd
Lennard Rd
Walton Rd
Part St. Lucie
2
4
Add 2 Lanes
Built/ Committed
Lennard Rd
Lelilnard Rd
Port St. Lucie
US-1
2
4
Add 2 Lanes
Built/ Committed
Bltid
_
Okeechobee
County Line
FL Tumpike_
2
4
Add 2 Lanes
Built/ Committed
Rd
Southbend Blvd
Southbend Blvd
Floresta Dr
Becker Rd
0
2
New 2 Lane
Built/ Committed
5t. Lucie West
St. Lucie West
Reserve Blvd
Peacock
0
2
New 2 Lane
Developer
Blvd
Blvd 1
4
US-1
US-1 South
Midway Rd
Prima Vista Bled
4
6
Add 2 Lanes
Built/ Committed
Village Parkway
Village Pkwy
Reserve Blvd
Becker Rd
0
4
New 4 Lane
Built/ Committed
Village GreenDrLennard
Walton Rd
Walton d
Rd_
2
4
Add 2 Lanes
Built/ Committed
Westcli e L
_,;: ,arlgeiirfe�Rii:
y
i0,
L'
(IVe+N_4'tanei
CQeyei4Re�
,
Lakes Blvd
West Annex
"B"
West Annex
"B"
West Annex NS
"F"
0.
4
New4 Lane
Deve]oper
EW Road
NS :Road
Road
. -,
`Laditton Pkvuy
We9C -
---
Re jji � Rd
West;,�C0M0K—N
-
L0,
4+
tNe 41=ana
Mve f
EW Row.
Rued "13�
EDiscovery Way!
West
RoAad "D"
Rangeline Rd
Village Pkwy
0
4
New 4 Lane
Developer
078003 1 Page B-1
ram,
4acKenzie
Engineering & Planning, Inc.
Exhibit B. Western Grove Development Roads in the St. Lucie County Comprehensive
Plan (Page 2-35)
Port St. Lucie
Facility
From
To
Lanes
Lanes
Project
Developer OR
Facility Name
2000
2030
Built/ Committed
Open View/
EW 3
West Annex
EW Road "E"
Rangeline Rd
Rosser Blvd
a
4
New 4 Lane
Developer
Paar Drivel
West Annex
"F"
Rangeline Rd
Rosser Blvd
0
4
New 4 Lane
Developer
EW 4
EW Road
Village Blvd
West Annex
"A"
Cross Town
Becker Rd
0
4
New 4 Lane
Developer
NS Road
Pkwy
Community Blvd
West Annex
"B"
West Annex
"A"
Becker Rd
0
4
New 4 Lane
Developer
NS Road
EW Road
NS Bl
Fern
West Annex
"C"
West Annex
"E"
West Annex N5
"B"
0
4
New 4 Lane
Developer
Lake Ave
NS Road
EW Road
Road
Does not Exist
West Annex
"D"
West Annex
"A"
West Annex
"B"
0
4
New 4 Lane
Developer
NS Road
EW Road
EW Road
Fern Lake Av_e
West Anriex,
'6LeLtC&nffeXE
tlVest n�ex}
iQ
1,4+
(N! V7 4"Cane'
tDe�[O r,
NS-Raad�" E �
EW-Road—A-)
EVViRoad—B 1
1 A
WestAnne*
W esi Annexe
West Anrie-k
t)+Iew
4�t=one
rDev2[oRG
IVS: Road- A
EW "R ad"'A d
EW-Road""F
Unknown — May
West Annex
Cross Town
Village Pkwy.
0
4
New 4 Lane
Developer
be Heritage Oaks
NS Road "G"
Pkwy
079003 Page B-2
FDOT Long Range Estimating System - Production
R4: Project Details Composite Report
By Version
Project: NUU2LN-U-01-BB
I Letting Date: 01/2055
Description: New ConstrJction 2 Lane Undivided Urban Arterial with 4' Bike Lanes
District:09
County: 99 DISTRICT/STATE WIDE
Project Manager: Cost-P6 Mile Model
Version 11 Project Grand Total
$4,800,389.18
Description: June 2016 Update
"t6
Pay
M Description
Total
1!�n�lt
Weighted nit LAy-g_1jTotal
Price
102-1
MAINTENANCE OF TRAFFIC
7.00
$282,521.02
101-1
MOBILIZAT I ON
10.00
$431,853.56
104-10-3
SEDIMENT BARRIER
10,560.00
LF
$1.54
$16,262.40
104-11
FLOATING TURBIDITY BARRIER
250.00
LF
$9.29
$2,322.50
104-12
STAKED TURBIDITY BARRIER- NYL
REINF PVC,
250.00
LF
$5,96
$1,490,00
104-15
SOIL TRACKING PREVENTION
DEVICE 1
1.00
EA
$2,911.75
$2,911.75
104-18
INLET PROTECTION SYSTEM
53.00
EA
$116.67
$6,183.51
107-1
LITTER REMOVAL
1.20
AC
$29.77
$35.72
107-2
MOWING 1
1.20
AC
$45.51
$54.61
110-1-1
CLEARINGI& GRUBBING
14.12
AC
$11,329.10
$159,966.89
120-1
REGULAR EXCAVATION
19,360.00
CY
$5.04
$97,574.40
120-6
EMBANKMENT
86,920.53
CY
$8.13
$706,663.91
160-4
TYPE B STABILIZATION
21,800.53
SY
$3.65
$79,571.93
285-709
OPTIONAL �BASE,BASE
GROUP 09
18,773.33
SY
$18.00
$337,919.94
334-1-23
SUPERPAVE ASPH CONC, TRAF C,
PG76-22,PMA.
2,065.07iTN
$99.35
$205,164.70
337-7-40
ASPH CONC FC,TRAFFIC B,FC-
9.5,PG 76-22
1,501.87
TN
$95.59
$143,563.75
400-2-2
CONC CLAySS 11, ENDWALLS
36.00
CY
$951.85
$34,266.60
425-1-351
INLETS, CURB, TYPE P-5,
36.00
EA
$5,016.02
$180,576.72
425-1-451
INLETS, CURB, TYPE J-5,
10.00
EA
$9,119.07
$91,190.70
425-1-521
INLETS, DI BOT, TYPE C,
5.00
EA
$3,256.561
$16,282.80
425-1-541
INLETS, DT BOT, TYPE D,
1.00
EA
$3,275.49
$3,275.49
425-2-41
MANHOLES, P-7,
5.00
EA....
_EA
$4,4-48.40
$22,242.00
425-2-71
MANHOLES, J-7,
1.00
$9,021.02
$9,021.02
430-175-112
PIPE CUL ' OPT MATL, ROUND,
12"SICD I
2,328.00
LF
$135.11
$314,536.08
430-175-130
PIPE CUL ' OPT MATL ROUND,
30"S/CD I
_PIPE
208.00
LF
$86.03
$17,894.24
4_3_0-175-142
CUL ,
42"S/CD
OPT MATL,. ROUND,
5,056.00
_LF
$143.62
$726,142.72
430-175-154
PIPE CULV,
54"SICD
OPT MATL, ROUND,
200.00
LF
$214.93
$42,986.00
FOOT Long Range Estimating System - Production
R4: Project Details Composite Report
By Version
Project: NUU2LN-U-01-BB I Letting Date: 01/2055
Description: New Construction 2 Lane Undivided Urban Arterial with 4' Bike Lanes
District: 09 County: 99 DISTRICTISTATE WIDE
Project Manager: Cost -Per -Mile Model
Version 11 Project Grand Total
$4,800,389.18
Description: June 2016 Update
PayyI:,tteemns:
"q
V
'
Descrotioj�
p P
4
nit;
—dRAft�
520-1-10
CONCRETE CURB & GUTTER,
TYPE F
10,560.00
LF
$19.80
$209,088.00
522-1
CONCRETE SIDEWALK AND
DRIVEWAYS, 4"
5,866.67
SY
$38.61
$226,512.13
550-10-220
FENCING, TYPE B, 5.1-6.0',
STANDARD
1,180.00
LF
$12.00
$14,160.00
550-60-234
FENCE GATE,TYP
6,SLIDE/CANT,18.1-20-OPEN
1.00
EA
$6,300.12
$6,300.12
570-1-1
PERFORMANCE TURF
23,467.00
SY
$0.881
$20,650.96
570-1-2
PERFORMANCE TURF, SOD
18,197.33
SY
$2.541
$46,221.22
630-2-11
CONDUIT, F& 1, OPEN TRENCH
5,280.00
$9.58
$50,582.40
630-2-12
CONDUIT, F& 1, DIRECTIONAL
BORE
689.00
-LF
LF
$15.38
$10,596.82
635-2-11
PULL & SPLICE BOX, F&I, 13" X 24"
21.00
EA
$624.74
$13,119.54
700-1-11
SINGLE POST SIGN, F&I GM,
20.00
AS
$325.66
$6,513,20
700-1-12
SINGLE POST SIGN, F&I GM, 12-20
SF
2.00
AS
$966.28
$1,932.56
700-2-14
MULTI- POST SIGN, F&I GM, 31-50
2.00
AS
$4,548.76
$9,097.52
706-3
.SF
RETRO-REFLECTIVE PAVEMENT
MARKERS
135.00
E
$3.39
$457.65
710-11-.1111
PAINTED PAVT
MARK, STD,WH ITE,SOLI D,6"
4.00
NM
$920.00
$3,680.00
710-11-131
PAINTED PAVT
MARK,STD,WHITE,SKIP, 6"
2.00
GM
$408.75
$817.50
711-15-111
THERMOPLASTIC, STD -OP, WHITE,
SOLID, 6"
2.00
NM
$4,300.00
$8,600.00
711-15-131
THERMOPLASTIC, STD -OP, WHITE,
SKIP, 6"
1.00
GM
$1,482.83
$1,482.83
715-1-13
LIGHTING CONDUCTORS, F&I,
INSUL, NO.4-2
17,907.00
LF
$2.25
$40,290.75
715-500-1
POLE CABLE DIST SYS,
CONVENTIONAL
21.00
EA
$732.90
$15,390.90
715-511-140
LIGHT POLE COMP,F&I,S5L —ARM
ISM, AL,40'
21.00
EA
I
$6,305.72
$132,420.12]
J
- Production
Details Com
Project: NUU2LN-U-01-BB I Letting Date: 01/2055
Description: New Constr ction 2 Lane Undivided Urban Arterial with 4' Bike Lanes
District: 09 County: 99 DISTRICTISTATE WIDE.
Project Man a er: Cost -Per -Mile Model
Version 11' Project Grand Total $4,800,389.18
Description: June 2016 UDdate
INITIAL
NTINGENCY AMOUNT I 1.00 LS $50,000.001 $50,000.001
rl,45 I(DO
Project Unknowns 1 0.001% 1 $0.001
Desian/Build 0.00 % . 1 $0.00
on
FDOT Long Range Estimating System - Production
R4: Project Details Composite Report
By Version
Project: NDUA4L-U-05-BB Letting Date: 01/2055
Description: New Construction, 4 Lane Urban Road with 22' Median and 4' Bike Lanes
District: 09
County: 99 DISTRICT/STATE WIDE
Project Manager: Cost -Per -Mile Model
Version 11 Project Grand Total
$6,889,753.96
Description: June 2016 Update
;
PaylemSy'
; _ Description
To#al Ouanfiity
Uriit
Weighted Avg:
Unit Price
Total Amount .
102-1 IMAINTENANCE
OF TRAFFIC
7.00
$405,698.98
101-1
MOBILIZATION
10.00
$620,139.87
104-10-3
SEDIMENT BARRIER
10,560.00
LF
$1.54
$16,262.40
104-11
FLOATING TURBIDITY BARRIER
250.00
LF
$9.29
$2,322.50
104-12
STAKED TURBIDITY BARRIER- NYL
REINF PVC
250.00
LF
$5.96
$1,490.00
104-15
SOIL TRACKING PREVENTION
DEVICE
1.00
EA
$2,911.75
$2,911.75
104-18
INLET PROTECTION SYSTEM
53.00
EA
$116.67
$6,183.51
107-1
LITTER REMOVAL
1.90
AC
$29.77
$56.56
107-2
MOWING
1.90
AC
$45.51
$86.47
110-1-1
CLEARING & GRUBBING
28.24
AC
$11,329.10
$319,933.78
120-1
REGULAR EXCAVATION
38,720.00
CY
$5.04
$195,148.80
120-6
EMBANKMENT
121,604.27
CY
$8.13
$988,642.72
160-4
TYPE B STABILIZATION
38,907.73
SY
$3.65
$142,013.21
285-709
OPTIONAL BASE,BASE GROUP 09
32,853.33
SY
$18.00
$591,359.94
334-1-24
SUPERPAVE ASPH CONC, TRAF D,
PG76-22,PMA
5,420.80
TN
$89.48
$485,053.18
337-7-41
ASPH CONC FC,TRAFFIC B,FC-
12.5,PG 76-22
2,628.27
TN
$96.09
$252,550.46
400-2-2
CONC CLASS II, ENDWALLS
54.00
CY
$951.85
$51,399.90
425-1-351 1
INLETS, CURB, TYPE P-5,
36.00
EA
$5,016.02
$180,576.72
425-1-451
INLETS, CURB, TYPE J-5,
10.00
EA
$9,119.07
$91,190.70
425-1-521
INLETS, DT BOT, TYPE C,
5.00
EA
$3,256.56
$16,282.80
425-1-541
INLETS, DT BOT, TYPE D,
2.00
EA
$3,275.49
$6,550.98
425-2-41
MANHOLES, P-7,
5.00
EA
$4,448.40
$22,242.00
425-2-71
MANHOLES, J-7,
2.00
EA
$9,021.02
$18,042.04
430-175-124
PIPE CULV, OPT MATL, ROUND,
24"S/CD
2,646.00
LF
$72.66
$192,258.36
430-175-136
PIPE CULV, OPT MATL, ROUND,
36"SICD
236.00
LF
$105.55
$24,909.80
430-175-142
PIPE CULV, OPT MATL, ROUND,
42"SICD
112.00
LF
$143.62
$16,085.44
430-175-148
PIPE CULV, OPT MATL, ROUND,
48"S/CD
5,000.00
LF
$167.26
$836,300.00
FDOT Long Range Estimating System - Production
R4: Project Details Composite Report
By Version
Project: NDUA4L-U-05-60 I Letting Date: 01/2056
Description: New Construction, 4 Lane Urban Road with 22' Median and 4' Bike Lanes
District: 09
County: 99 DISTRICT/STATE WIDE
Project Manager: Cost -Per -Mile Model
Version 11 Project Grand Total
$6,889,753.96
Description: June 2016 U� date
I
iDescription ��
TptalQiiaritity
Unit
•Wehted Avg
TotalAount
520-1-7
PIPE CULV,'OPT
54"SICD
CONCRETE
TYPE E
MATL, ROUND,
CURS & GUTTER,
400.00
10,560.00
LF
LF
$214.93
$17.76
$85,972.00
$187,545.60
520-1-10
CONCRETE
TYPE F
CURB & GUTTER,
10,560.00
LF
$19.80
$209,088.00
522-1
CONCRETEI SIDEWALK AND
DRIVEWAYS, 4"
5,866.67
SY
$38.61
$226,512.13
_
550-10-220
FENCING, TYPE B, 5.1-6.0',
STANDARD
2,360.00
LF
$12.00
$28,320.00
550-60-234
FENCE GATE,TYP
B,SLIDEICANT,18.1-20'OPEN
2.00
EA
$6,300.12
$12,600.24
570-1-1
PERFORMANCE TURF
55,451.00
SY
$0.88
$48,796.88
570-1-2
PERFORMANCE TURF, SOD
37,840.00
SY
$2.54
$96,113.60
630-2-11
CONDUIT, F& I, OPEN TRENCH
5,280.001
LF
$9.58
$50,582.40
630-2-12
CONDUIT, F& I,. DIRECTIONAL
BORE I
1,048.00
LF
$15.38
$16,118.24
635-2-11
PULL & SPLICE BOX, F&1, 13" X 24"
1
35.00
EA
$624.74
$21,865.90
700-1-11
SINGLE POST SIGN, F&I GM,
24.00
AS
$325.66
$7,815.84
700-1-12
SINGLE POST SIGN, F&I GM, 12-20
SF 1
2.00
AS
$966.28
$1,932.56
700-2-15
MULTI- POST SIGN, F&I GM, 51-100
SF I
2.00
AS
$6,012.41
$12,024.82
700-2-16
_
MULTI- POST SIGN, F&1 GM, 101-
200 SF
2.00
AS
$9,639.09
$19,278.18
706-3
RETRO-RE LECTIVE PAVEMENT
MARKERS
405.00
EA
$3.39
$1,372.95
711-15-111
THERMOPLASTIC, STD -OP, WHITE,
SOLID, 6" 1_
4.00
NM
$4,300.00
$17,200.00
711-15-131
THERMOPLASTIC, STD -OP, WHITE,
SKIP, 6"
2.00
GM
$1,482.83
$2,665.66
715-1-13
LIGHTING CONDUCTORS, F&I,
1NSUL, NO.41-2
19,284,00
LF
$2.25
$43,389.00
715-500-1
POLE CABLE; DIST SYS,
CONVENTIONAL
35.00
EA
$732.90
$25,651.50
FDOT Long Range Estimating System - Production
R4: Project Details Composite Report
By Version
Project: NDUA41--U-05-13B I Letting Date: 01/2055
Description: New Construction, 4 Lane Urban Road with 22' Median and 4' Bike Lanes
District: 09
County: 99 DISTRICT/STATE WIDE
Project Manager: Cost -Per -Mile Model
Version 11 Project Grand Total
$6,889,753.96
Description: June 2016 Update
PO."items:,_-
.Pay,ltemF
��Descnption �`� '�
,£q 4 :}"*.� }.':t -� x
g . 3 t
To#ai Quantity
s
Unit
Weighted Avg
Unrt Pnce
ZN-
> Tvtal Amount=°
715-511-140
LIGHT POLE COMP,F&I,SGL ARM
SM, AL,40'
35.00
EA
$6,305.72
$220,700.20
999-25
INITIAL CONTINGENCY AMOUNT
DO NOT BID)
1.00
LS
$68,215.39
$68,215.39
Project Unknowns
0.00
%
$0.00
Design/Build
0.00
%
$0.00
Version 11 Project Grand. Total $6,889 763.96