ORD 627 02/24/2004 CITY OF CIBOLO
ORDINANCE # LQ [)
IMPACT FEE ORDINANCE
AN ORDINANCE REVISING THE LAND USE ASSUMPTIONS AND THE CAPITAL
IMPROVEMENTS.PLAN FOR THE CITY OF CIBOLO AS ADOPTED BYCITYOF.CIBOLO
ORDINANCE 611,UPDATING IMPACT FEES ON NEW PLATTING ACTIVITY AND OTHER
NEW DEVELOPMENT.
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Passed on the 24th day of February, 2004
Mayor Charles Ruppert
Councilman Eddie Williams Councilman Johnny Sutton
Councilwomen Susan Gray Councilman Jeff Campbell
Councilman Pat O'Brien
Charles A.Balcar,City Administrator
Yvonne Griffm,City Secretary
City of Cibolo
P.O BOX 826
Cibolo,Texas 78108
(210)'658-9900
CITY OF CIBOLO
AN ORDINANCE RATIFYING THE CAPITAL IMPROVEMENTS PLAN
OF THE CITY OF CIBOLO, TEXAS AND IMPOSING IMPACT FEES FOR
THE EXTENSION OF WATER AND WASTEWATER FACILITIES AND
FOR NECESSARY STREET AND DRAINAGE IMPROVEMENTS
ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 395 OF
THE TEXAS LOCAL GOVERNMENT CODE
WHEREAS, the City of Cibolo is authorized by chapter 395 of the Texas Local
Government Code to enact impact fees as defined therein to finance certain capital
improvements required by new development; and
WHEREAS, pursuant to the requirements of chapter 395, an impact fee advisory
committee appointed by the city council has developed land use assumptions for the City
of Cibolo which have been approved by the city council; and
WHEREAS, pursuant to the requirements of chapter 395, a capital improvements
plan and maximum authorized impact fees have been developed by the city engineer,
which plan is attached hereto as Exhibit "A" and incorporated herein for all purposes;
and
WHEREAS, the city council has conducted a public hearing on the proposed
capital improvements plan and impact fees following due notice and publication as
required by law; and
WHEREAS, the city council of the city of Cibolo desires to insure that impact
fees as defined by the Texas Local Government Code and assessed within the City of
Cibolo accurately represent the true costs of constructing capital improvements and
Facility expansions and are fair to the public and to the party upon whom the fees are
imposed;
NOW THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF
THE CITY OF CIBOLO, TEXAS,AS FOLLOWS:
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1 . The capital improvements plan for the City of Cibolo prepared by the
city engineer and the Capital Improvements Advisory Committee and attached hereto
as Exhibit "A" and incorporated herein for all purposes is hereby approved.
2. In accordance with the definitions and requirements of chapter 395 of
the Texas Local Government Code, there is hereby assessed a WATERWORKS
impact fee in the amount of {$744.56.} per living unit equivalent (LUE) as defined
by the capital improvements plan for new development in the City of Cibolo.
3. In accordance with the definitions and requirements at chapter 395 of
the Texas Local Government Code, there is hereby assessed a WASTEWATER
improvements impact fee in an amount equal to the wastewater impact fee in the Town
Creek West watershed in the amount of{$220.04} per living unit equivalent (LUE) as
defined by the capital improvements plan for new development in the City of Cibolo;
in the Town Creek East watershed in the amount of {$195.91} per living unit
equivalent (LUE) as defined by the capital improvements plan for new development in
the City of Cibolo; in the Dietz Creek watershed in the amount of {$264.68} per
living unit equivalent (LUE) as defined by the capital improvements plan for new
development in the City of Cibolo; in the South of FM78 watershed in the amount of
{$321.89} per living unit equivalent (LUE) as defined by the capital improvements
plan for new development in the City of Cibolo.
4. In accordance with the definitions and requirements of chapter 395 of
the Texas Local Government Code, there is hereby assessed a STREET impact fee in
the amount of {$1,181.87} per living unit equivalent (LUE) as defined by the capital
improvements plan for new development in the City of Cibolo.
5. In accordance with the definitions and requirements of chapter 395 of
the Texas Local Government Code, there is hereby assessed a DRAINAGE impact fee
in the Town Creek West watershed in the amount of {$524.03} per living unit
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equivalent (LUE) as defined by the capital improvements plan for new development in
the City of Cibolo; in the Town Creek East watershed in the amount of {$547.62} per
living unit equivalent (LUE) as defined by the capital improvements plan for new
development in the City of Cibolo; in the Dietz Creek watershed in the amount of
{$553.53} per living unit equivalent (LUE) as defined by the capital improvements
plan for new development in the City of Cibolo; in the South of FM78 watershed in
the amount of {$204.83} per living unit equivalent (LUE) as defined by the capital
improvements plan for new development in the City of Cibolo.
6. This ordinance shall not limit the city's authority to impose additional
impact fees or charges not inconsistent with the provisions of chapter 395 of the Texas
Local Government Code if such impact fees or charges are specifically authorized by
state law and duly adopted by ordinance.
7. The city is under no obligation to accept offered impact fees; this ordinance
creates no obligation for the city to serve any property within the City of Cibolo.
8. Water, street, drainage and wastewater impact fees are imposed to construct
new capital improvements specified in the capital improvements plan and to recoup
capital costs which have already been incurred by the city to construct existing
facilities which have been designated in the capital improvements plan as being
available to serve new development within the city. All funds collected through the
adoption of an impact fee shall be deposited in interest bearing accounts clearly
identifying the category of capital improvements or facility expansions within the
service area for which the fee was adopted. Impact fee revenue may not be spent for
any purpose.
9. An impact fee shall be divided and assessed as follows: (1) at the time of
plat approval and (2)upon application for a building permit. Impact fees will be based
upon the number of living units equivalencies (LUEs) to be generated by development
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at the impact fee rate established herein. Plat approval shall be conditioned upon the
developers compliance with the terms and conditions for water and wastewater service
established by the ordinances of the City of Cibolo. The assessed impact fee for
streets and drainage is due and payable prior to the time a plat may be recorded by
Guadalupe or Bexar County. The assessed impact fee for water and wastewater is due
and payable at the time of application for a building permit. For property that has
been platted but is not otherwise exempt from the imposition of impact fees, all impact
fees will be assessed and collected prior to connection to city utility services consistent
with State Law. Nothing herein shall prohibit the city from entering into an agreement
with the owner of a tract of land for which the plat has been recorded providing for
the time and method of payment of the impact fees.
10. All ordinances of the City of Cibolo inconsistent with this ordinance and
the provisions of chapter 395 of the Texas Local Government Code are hereby
repealed.
APPROVED AND ADOPTED THIS 24th DAY OF FEBRUARY,2004
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HON. CHARLES RUPPERT, MAYOR
A TEST:
ONNE GRIFFIN, CITY SECRETARY
5
CAPITAL IMPROVEMENTS PLAN &
IMPACT FEE STUDY
For the
City of Cibolo
P.O. Box 826
Cibolo, Texas 78108
RUDOLPH F. KLEIN IV
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February 9, 2004
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Prepared by
KLEIN ENGINEERING, INC
San Antonio, Texas
TABLE OF CONTENTS
page
Impact Fee Study—Introduction 1
Land Use Assumptions 2
Water Impact Fee 7
Wastewater Impact Fee 11
Thoroughfare Impact Fee 14
Drainage Impact Fee 17
Appendices 20
Maps:
Land Use Assumptions
Water System Plan
' Wastewater System Plan.
Thoroughfare Plan
; Drainage Plan
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IMPACT FEE STUDY
Introduction
The purpose of this impact fee study is to review and analyze the ability of the City of
Cibolo to derive and impose an impact fee on new development. Impact fees are
determined from land use assumptions within designated planning areas.
Summary
The City of Cibolo's Capital Improvements Advisory Committee divided the city limits
of Cibolo and its extra-territorial jurisdiction into ten planning areas.. Within each
planning area land use assumptions were applied. These land use assumptions were
applied to the ultimate development that could be built in each planning area. Klein
Engineering, Inc., then developed a 10-year land use plan and assumptions for new
development in each of the ten planning areas. With these assumptions, capital
improvement projects were determined for the water system, wastewater system,
� thoroughfare system, and drainage system. From these capital improvement projects the
impact fees for new development were determined, based on the 10-year land use
assumptions. The impact fees are as follows:
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Water System Impact Fee $ 744.56
Wastewater System Impact Fee
Town Creek West $ 220.04
Town Creek East $ 195.91
Dietz Creek Watershed $ 264.68
South of FM 78 $ 321.89
Impact Fee Study -1-
Thoroughfare Impact Fee $ 1,181.87
Drainage Impact Fee
Town Creek West $ 524.03
Town Creek East $ 547.62
Dietz Creek Watershed $ 553.53
South of FM 78 $ 204.83
The remainder of this report explains how each impact fee was derived. Attached to this
report are maps displaying what infrastructure is needed in the 10-year projection. In the
Appendices are the itemized construction costs for the proposed impact fees for each of
-- the water,.wastewater, thoroughfare, and drainage systems.
Impact Fee Study -2-
LAND USE ASSUMPTIONS
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Impact Fee Study -3-
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LAND USE ASSUMPTIONS
In determining impact fees, the City of Cibolo had to derive some land use assumptions
for undeveloped land in its city limits and extra-territorial jurisdiction (ETJ). The Capital
Improvements Advisory Committee divided the city limits of Cibolo and its ETJ into ten
planning areas. These areas span from Interstate Highway 35 to the north and Interstate
Highway 10 to the south. These planning areas were divided based on physical
boundaries, such as existing roads or existing use. The ten planning areas are (see
'_: attached map):
1. Central Business District
2. Cibolo North
3. Cibolo Industrial Park
4. Schaeffer Rd to L. Seguin Rd.
5. L. Seguin Rd. to 111 10
6. Town Creek to FM 1103 (S.Side of FM 1103)
7. N. Side of FM 1103 to Green Valley Rd.
8. Green Valley RD to LEI 35
9. South oflH 10
10. Green Valley Rd to Northcliff Subdivision(N. Side of FM 1103)
The ten areas were then assessed land use assumptions. The following are the land use
assumptions applied to each planning area. They are:
1[ Parks/Open Space/Agriculture Low Density Housing Industrial •
Commercial Public Buildings High Density Housing
Institutional Medium Density Housing Railroad
Streets
Each land use assumption was assigned a percentage representative of how much land in
that particular planning area would be used for its respective assumption. The total
number of developable acres representing the number of acres outside the 100-year
floodplain was determined for each of the 10 planning areas. The 100-year floodplain
was determined from the FEMA Flood Insurance Rate Maps, for the City of Cibolo and
Impact Fee Study -4-
Guadalupe County. The total acres for each land use assumption were calculated by
multiplying each land use assumption percentage by the total acres in each planning area.
After the total acres were determined in each planning area, an assumption was made to
determine the total number of Equivalent Dwelling Units (EDU) in each planning area.
The total number of EDU's from all the planning areas is used in determining the impact
fees for the associated cost of water, wastewater, thoroughfare, and drainage
improvements due to the effect of the new development upon the existing systems. The
impactfee for each system is determined by dividing the total cost of improvements
needed for each system by the total number of EDU's that will benefit from such
improvements. The following table lists the land use assumptions, the total acres for each
assumption in all of the ten planning areas, and the estimated total number of EDU's that
will be within the city limits and ETJ of Cibolo in a 10-year projection.
Impact Fee Study -5-
CITY OF CIBOLO
PROJECTED LAND USES
10-Year Projections
Acres EDU's
Parks/Open Space/Ag 7049 0
Low Density Housing 118.5 237
Industrial 125.7 189
Commercial 446.6 670
Public Buildings 74.8 112
High Density Housing 100.94 1,211
Institutional 320.5 481
Medium Density Housing 3,367.8 13,471
Railroad 21 0
Streets 801.8 0
Total EDU's 16,371
Assumptions:
Land Use EDU/Acre
Parks/Open Space/Ag 0
Low Density Housing 2
Industrial 1.5
Commercial 1.5
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Public Buildings 1.5
High Density Housing 12
Institutional 1.5
!! Medium Density Housing 4
Railroad 0
Streets 0
Impact Fee Study -6-
WATER IMPACT FEE
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Impact Fee Study -7-
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PROJECTED WATER SYSTEM
The City of Cibolo and its ETJ has two water service areas. The City of Cibolo has a
defined water service area and owns the water infrastructure in this area. The City
maintains all distribution, storage, and pumping facilities inside this area(see attached
map). For residents who live outside this water service area, Green Valley S.U.D owns
and maintains the infrastructure. In the ten year projection there will be an estimated
9,004 out of the total 16,371 EDU's (or connections) inside Cibolo's water service area.
There are currently approximately 2,000 water service connections in Cibolo's service
area, so there will be 7,004 new connections inside Cibolo's water service area.
Water Storage
Currently, the City of Cibolo has a one million gallon ground storage tank, a 1.25 million
gallon elevated tank under construction, and a five thousand gallon hydro-pneumatic
tank. The Texas Commission on Environmental Quality(TCEQ) requires two hundred
gallons of storage per connection. In the 10 year projection the City of Cibolo will need
1,800,800 gallons of total storage for all of its connections. With the current amount of
total storage Cibolo possesses and will possess when the 1.25 MG elevated tank is
completed, this criterion will be met. When an existing water system reaches two
thousand-five hundred connections the TCEQ requires the system to construct elevated
storage. The TCEQ requires one hundred gallons of elevated storage per connection.
Cibolo will need 900,400 gallons of elevated storage. The 1.25 MG elevated tank will
allow Cibolo to meet this criteria. Constructing an additional one million gallon elevated
tank near the intersection of FM 1103 and Green Valley Rd. will give the City additional
total storage and provide sufficient pressure to accommodate future growth.
Impact Fee Study -8-
Water Supply Summary
The City of Cibolo does not produce its own water. The Canyon Regional Water
Authority(CRWA) supplies the water to the City. In case of an emergency, the City of
Cibolo has an interconnect with the Green Valley S.U.D. The City of Cibolo currently
has 875 acre-feet of water per year available from CRWA. Using an average taken from
historical data, the average water use per connection is ten thousand-five hundred gallons
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--' per month. The total amount of acre-feet required for 9,004 connections would be 3,482.
This is an increase of 2,607 acre-feet that will be needed to serve the whole water service
area.
Water Distribution Summary
Water distribution is needed to transport water to the connections at an adequate pressure
as well as to maintain adequate pressure for fire protection. Creating loops with 16"
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water mains will help maintain pressure. A 16"main will need to be installed along
Wiedner Road from Town Creek Rd. towards FM 1103 to provide and maintain
sufficient pressure and flow rates support new connections (see attached map) as well as
existing connections. Also, installing interlocking sub-mains will also help provide
adequate pressure (see attached map).
The impact fee for the water system was determined by calculating the construction cost
' for the proposed improvements to the water system (plant work and water distribution) as
well as calculating an acquisition cost for the additional amount of acre-feet of water
needed and then dividing by the number of new connections (7,004) in Cibolo's water
service area. The following table below summarizes the impact fee:
Impact Fee Study -9-
City of Cibolo
Water Impact Fee
Summary
10-Year Projection
Projected Number of New EDU's in Water Service Area: 7,004
Total Estimated Cost of Water System Distribution Improvements: $ 2,700,067.75
Total Estimated Cost of Water Plant Improvements: $ 1,472,000.00
Total estimated Cost for Acquisition of Additional Acre-feet: $ 1,042,800.00` ;.
TOTAL COST PER EDU $ 744.56
Impact Fee Study -10-
WASTEWATER IMPACT FEE
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Impact Fee Study -11-
PROJECTED WASTEWATER SYSTEM
The wastewater treatment plant serving the City of Cibolo is owned and operated by the
Cibolo Creek Municipal Authority(CCMA). There are two major outfalls in the City of
Cibolo that contribute to this treatment plant. They are the Dietz Creek outfall and the
Town Creek outfall. The projected growth in 10 years will require some needed
improvements. A new 24" outfall has recently been constructed in the Town Creek
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watershed (see attached map), where there is also an existing 10" sewer line that services
the downtown area of Cibolo. Also, an 18" & 15"_sewer line has been constructed along
FM 1103 towards the new SCUISD High School. Most of the projected growth will be in
this service area(Town Creek watershed). Wastewater collection lines will need to be
constructed throughout the Town Creek service area to support future growth. Due to the
topography of the Town Creek service area there will need to be two major outfalls.
These outfalls are the Town Creek West Branch and the Town Creek East Branch(a
portion of this outfall has been constructed). These two outfalls will combine together
and form one major trunk line (the existing 24") that will feed into an existing lift station
maintained by CCMA. The two outfalls were sized by the number of contributing EDU's
to be served throughout the service area(see attached map). An assumption was made
that each EDU would produce 300 gallons per day of wastewater. Also,peak flow
conditions were assumed to be two times the total flow per day.
The impact fee was computed by calculating the construction cost for the major trunk line
1 and the construction costs for the two outfalls. The impact fee is then determined by
which outfall the new development will take place in. Every new development will have
an impact fee for the cost of constructing the major trunk line and an impact fee for the
cost of constructing either the Town Creek West Branch or the Town Creek East Branch.
Impact Fee Study -12-
The total number of EDU's in the 10-year projection is 8,383 in this service area. The
number of EDU's in the West Branch is 5,030 and the number of EDU's in the East
Branch is 3,353.
Wastewater Improvements in the Dietz Creek Watershed will consist of constructing 12"
main collection lines throughout the service area(see attached map for locations). The
total number of EDU's in the 10-year projection is 1,479 in this service area.
Wastewater Improvements for areas South of FM 78 will consist of constructing a 12"
collection main between Schaefer Road and IH 10 along Haeckerville Road(see attached
map). The total number of EDU's South of FM 78 in the 10-year projection is 4,509.
The impact fees will be as follows:
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City of Cibolo
Sewer Impact Fee Summary
Sewer Impact Fee Town Creek West $ 220.04
Sewer Impact Fee Town Creek East $ 195.91
Sewer Impact Fee Dietz Creek Watershed $ 264.68
Sewer Impact Fee South of FM 78 $ 321.89
Impact Fee Study -13-
THOROUGHFARE IMPACT FEE
Impact Fee Study -14-
PROJECTED THOROUGHFARE SYSTEMS
The Capital Improvements Advisory Committee developed a conceptual thoroughfare
system that would ultimately be constructed in the city limits of Cibolo and its ETJ.
These major thoroughfares would be a link between Interstate Highway 35 and Interstate
Highway 10. There would also be minor thoroughfares that would interconnect between
the major thoroughfares. The major thoroughfares have an 86' Right-of-Way with a 62'
width pavement and the minor thoroughfares have an 62' Right-of-Way and a 38' width
pavement. The impacts due to the projected growth over the next ten years will cause for
the completion of Cibolo Valley Drive, as a major thoroughfare, as a link between IH 35
and the Cibolo Industrial Park (see attached map). Also, Borgfeld Road will be extended
to FM 1103 (see attached map). Main Street will be extended and tied into Cibolo Valley
Drive, for residents to have access to downtown Cibolo from Cibolo Valley Drive. •
Borgfeld Road, Town Creek Road, Weidner Road, and Green Valley Road will be
widened. Haeckerville Rd will be extended to Dean Rd, and Extension"C"will be
constructed from the Haeckerville/Dean Rd extension to FM 1103. A Thoroughfare
project not included in the impact fee calculation(due to the location outside the current
city limits),but included in the capital improvements plan, is a 62' ROW with 38' of
pavement for the extension of Wiederstein Rd south of Cibolo Valley Drive towards FM
3009 for approximately 1,3601f that would then run parallel with Cibolo Valley Drive
towards IH 35. In determining the impact fee for the Thoroughfare System construction
costs for each extension was calculated. Also included in this calculation was an estimate
for necessary drainage structures. Drainage structures were sized based on a 25-year
rainfall event for each low water or creek crossing. The number of EDU's within the City
Impact Fee Study -15-
Limits used in the calculation of the thoroughfare impact fee is 10,059. The following
table summarizes the thoroughfare impact fee:
Summary of Thoroughfare and Drainage
City of Cibolo
Thoroughfare Name R.O.W Pavement Cost Estimate
Width
Main St. 62' 38' $ 1,589,672.50
Borgfeld Rd Extension 62' 38' $ 552,831.25
Cibolo Valley Drive 86' 62' $ 3,230,083.17
Haeckerville Rd Extension 86' 62' $ 3,506,754.02
• Borgfeld Rd 62' •38' $ 913,953.24
Town Creek Rd 62' 38' $ 937,400.69
Weidner Rd 62' 38' $ 398,993.73
Green Valley Rd 62' 38' $ 340,752.818
Extension"C" 62' 38' $ 416,994.59
Total $ 11,887,436.07
EDU I $/EDU
10,059 $ 1,181.77
• Thoroughfare Impact Fee $ 1,181.77
Impact Fee Study -16-
DRAINAGE IMPACT FEE
Impact Fee Study -17-
PROJECTED DRAINAGE IMPACT
Storm water management becomes more of a necessity as rural areas are developed into
urban areas. As development increases the amount of runoff will increase due to the
increase of impermeable surfaces (i.e. streets, rooftops, parking lots, etc.). The Town
Creek is already noted for having drainage problems during a rainfall event. With new
development in its watershed these problems will multiply. Therefore channelization of
the Town Creek becomes necessary. Much of the land in the Town Creek watershed is in
the designated 100-year floodplain. Development in the 100-year floodplain is
prohibited. Constructing a channel in the 100-year floodplain will provide adequate
flood control measures to help accommodate new developments such that existing
developments downstream would not be subject to flooding. The proposed channels will
be similar to the two wastewater outfalls in the Town Creek watershed (see attached
map). South of FM 78 the proposed channel will be constructed along the Town Creek
from FM 78 to Arizpe Road. In the Dietz Creek watershed trapezoidal channels are
proposed in three areas, one of which is the Dietz Creek between Borgfeld Rd and the
Cibolo Creek and the,other two locations are in the northern part of the watershed(see
attached map for locations). The trapezoidal channels will be one hundred,feet wide and
have a depth of five feet with a freeboard of 1 foot.
Impact Fee Study -18-
The impact fees for constructing the trapezoidal channels are summarized below:
City of Cibolo
--- Drainage Impact Fee Summary
Drainage Impact Fee Town Creek East $ 547.62
Drainage Impact Fee Town Creek West $ 524.03
Drainage Impact Fee South of FM 78 $ 204.83
Drainage Impact Fee Dietz Creek Watershed $ 553.23
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Impact Fee Study -19-
APPENDICES
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Impact Fee Study -20-
City of Cibolo
Capital Improvements -Water System
WATER DISTRIBUTION IMPROVEMENTS
ITEM DESCRIPTION ESTIMATED UNIT UNIT FINAL
_ NO. QUANTITY PRICE AMOUNT
1 16" PVC AWWA C905 15,000 LF $ 40.00 $ 600,000.00
2 12" PVC AWWA C900 40,061 LF $ 35.00 $ 1,402,135.00
3 16" Gate Valve &Box 6 EA $ 3,500.00 $ 21,000.00
4 12" Gate Valve &Box 15 EA $ 1,500.00 $ 22,500.00
5 Std. Fire Hydrant w/6" GV &Box 75 • EA $ 2,750.00 $ 206,250.00
6 Ductile Iron Fittings 4 TON $ 2,000.00 $ 8,000.00
7 Bore 24" Stl Casing W/ 12" PVC Carrier Pipe 200 LF $ 250.00 $ 50,000.00
8 16" Tie In 2 EA $ 3,500.00 $ 7,000.00
9 12" Tie In 2 EA $ 2,000.00 $ 4,000.00
10 2" Air Release Assembly 6 EA $ 2,500.00 $ 15,000.00
11 Concrete Encasement 80 CY $. 150.00 $ 12,000.00
Sub-Total Construction $ 2,347,885.00
Engineering/Contingencies (15%) $ 352,182.75
Total $ 2,700,067.75
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City of Cibolo
Capital Improvements -Water System
WATER PLANT IMPROVEMENTS
PLANT WORK
ITEM DESCRIPTION ESTIMATED UNIT UNIT FINAL
NO. QUANTITY PRICE AMOUNT
1 1 MG Elevated Storage Tank 1 LS $ 1,250,000.00 $ 1,250,000.00
2 Plant Piping 1 LS $ 30,000.00 $ 30,000.00
Total Plant Work $ 1,280,000.00
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Engineering/Contingencies (15%) $ 192,000.00
Total $ 1,472,000.00
WATER SUPPLY
Available Ac-ft of water to Cibolo = 875 ac-ft
Additional Ac-ft needed in 20 year projection is 2,607 ac-ft.
Leasing rights @$400.00/ac.-ft= $ 1,042,800.00
Total Estimated Cost For Water System Improvements $ 5,214,867.75
EDU'S $/EDU
TOTAL COST PER EDU 7,004 $ 744.56
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City of Cibolo
Capital Improvements-Wastewater System
Town Creek West
Unit
Quantity Unit Price Amount
18"Sewer Pipe 4,420 I.f. $ 60.00 $ 265,200.00
15"Sewer Pipe 3,625 I.f. $ 52.00 $ 188,500.00
12" Sewer Pipe - 7,180 I.f. $ 48.00 $ 344,640.00
8"Sewer Pipe 3,115 I.f. $ 32.00 $ 99,680.00
Standard Manholes 41 ea. $ 2,200.00 $ 90,200.00
Engineering(12%) 1 I.s. 12% $ 118,586.40
Sub-total $ 1,106,806.40
Sewer Impact Fee Town Creek West $1,106,806.40/5030 $ 220.04
Town Creek East
Unit
Quantity - Unit . Price Amount
18"Sewer Pipe 5,050 I.f. $ 60.00 $ 303,000.00
12"Sewer Pipe 3,610 I.f. $ 48.00 $ 173,280.00
8"Sewer Pipe 8,880 I.f. $ 3.00 $ 26,640.00
Standard Manholes 38 ea. $ 2,200.00 $ 83,600.00
Engineering(12%) 1 I.s. 12% $ 70,382.40
Sub-total $ 656,902.40
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Sewer Impact Fee Town Creek East $656,902.4/3353 $ 195.91
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Dietz Creek Watershed
Unit
Quantity Unit Price Amount
12" Sewer Pipe 6,365 I.f. $ 48.00 $ 305,520.00
Standard Manholes 20 ea. $ 2,200.00 $ 44,000.00
Engineering(12%) 1 I.s. 12% $ 41,942.40
TOTAL $ 391,462.40 _ ^ ___ ;_ _
Sewer Impact Fee Dietz Creek Watershed $391462.40/1479 $ 264.68
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South of FM 78
Unit
Quantity Unit Price Amount
12"Sewer Pipe 24,700 I.f. $ 48.00 $ 1,185,600.00
Standard Manholes 50 ea. $ 2,200.00 $ 110,000.00
Engineering(12%) 1 I.s. 12% $ 155,472.00
TOTAL $ 1,451,072.00
Sewer Impact Fee South of FM 78 $1,451,072.0/4508 $ 321.89
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City of Cibolo
Capital Improvements
Thoroughfare Cost Estimates
fr
'— Main St. Extension
Item No Description Quantity Unit Unit Final
Price Amount
1 Street Excavation 17,188, CY $ 10.25 $ 176,173.93
2 12" Flex Base 36,918 SY $ 8.00 $ 295,342.80
3 Lime Treatment 36,918 SY $ 3.00 $ 110,753.55
4 Lime 369 TON $ 150.00 $ 55,350.00
5 Prime Coat 5,525 GAL. $ 2.50 $ 13,812.50
6 Tack Coat 2,867 GAL. $ 3.00 $ 8,601.00
7 2" HMAC Type D 27,626 SY $ 6.00 $ 165,756.00
8 4'Side Walk 7,627 SY $ 30.00 $ 228,800.10
9 Curb 17,160 LF $ 8.00 $ 137,280.00
10 4"Yellow Striping 21,450 LF $ 2.00 $ 42,900.00
- 11 4"White Striping . 17,160 LF $ 2.00 $ 34,320.00
Sub-Total Construction $ 1,269,089.88
Engineering/Contingencies(15%) $ 190,363.48
Right-of-Way Acquisition 6.4 Acre $15,000.00 $ •• 96,000.00
Drainage Structures $ 34,219.15
• Total $ 1,589,672.50
rt Borgfeld Extension
Item No Description Quantity Unit Unit Final
Price Amount
1 Street Excavation 6,484 CY $ 10.25 $ ; 66,458.95 _ _ __ ___ _____
2 12" Flex Base 13,706 SY $ 8.00 $ 1109,647.20
3 Lime Treatment 13,706 SY $ 3.00 $ ! 41,117.70
4 Lime 137 TON $ 150.00 $ I20,550.00
s 5 Prime Coat 2,104 GAL. $ 2.50 $ . 5,260.00
6 Tack Coat 1,052 GAL. $ 3.00 $ ': 3,156.00
7 2" HMAC Type D 10,522 SY $ 6.00 $ 163,130.80 _ .
8 4'Side Walk 2,215 SY $ 30.00 $ 66,450.00.
9 Curb 4,984 LF $ 8.00 $ 39,872.00
10 4"Yellow Striping . 6,230 LF $ 2.00 $ 12,460.00
11 4'White Striping 4,984 LF $ 2.00 $ 9,968.00
Sub-Total Construction $ 438,070.65
Engineering/Contingencies(15%) $ 65,710.60
Right-of-Way Acquisition 3.27 Acre $15,000.00 $ 49,050.00
Drainage Structures $ -
Total $ 552,831.25
' 1
City of Cibolo
Capital Improvements
Thoroughfare Cost Estimates
Cibolo Valley Drive
Item No / Description Quantity Unit Unit Final
Price Amount
1 Street Excavation 37,382 CY $ 10.25 $ 383,164.89
2 12" Flex Base 80,745 SY $ 8.00 $ 645,960.00
3 Lime Treatment 80,745 SY $ 3.00 $ 242,235.00
4 Lime • 807 TON $ 150.00 $ 121,050.00
5 Prime Coat 12,560 GAL. $ 2.50 $ 31,400.00
6 Tack Coat 6,280 GAL. $ 3.00 $ 18,840.00
7 2" HMAC Type D 62,801 SY $ 6.00 $ 376,806.00
8 5'Side Walk 17,943 SY $ 30.00 $ 538,299.00_
9 Curb 32,298 LF $ 8.00 $ 258,384.00
10 4"Yellow Striping 40,373 LF $ 2.00 $ 80,745.00
11 4"White Striping 40,373 LF $ 2.00 $ 80,745.00
Sub-Total Construction $ 2,777,628.89
Engineering/Contingencies(15%) $ 416,644.33
,
J Drainage Structures $ 35,809.95
Total $ 3,230,083.17` --
•
Borgfeld Road
Item No :Description Quantity Unit Unit Final
Price Amount
1 Street Excavation 9,221 CY $ 10.25 $ 94,519.35
2 8" Flex Base 20,243 SY $ 8.00 $ 161,946.48
3 Lime Treatment 20,243 SY $ 3.00 $ 60,730.23
4 Lime 202 ton $ 150.00 $ 30,300.00
5 Prime Coat 2,969 GAL $ 2.50 $ 7,422.50
6 Tack Coat 1,485 GAL $ 3.00 $ 4,453.50
7 2" HMAC TYPE D - 14,845 SY $ 6.00 $ 89,070.60 _
8 4'Side Walk 5,398 SY $ 30.00 $ 161,946.00
9 Curb 12,146 LF $ 8.00 $ 97,168.00
10 4"Yellow Striping _ 15,183 LF $ 2.00 $ 30,365.00 ._. _ _:__...._.._....
11 4"White Striping 12,146 LF $ 2.00 $ 24,292.00
Sub-Total Construction $ 762,213.66
Engineering/Contingencies(15%) $ 114,332.05
Right-of-Way Acquisition 1 Acre $ 15,000.00 $ 15,000.00
IV Drainage Structures $ 22,407.53
Total $ 913,953.24
2
City of Cibolo
Capital Improvements
Thoroughfare Cost Estimates
Town Creek Road
Item No Description / Quantity Unit Unit Final
Price Amount
1 Street Excavation 8,994 CY $ 10.25 $ 92,190.55
2 8" Flex Base 19,743 SY $ 8.00 $ 157,946.40
3 Lime Treatment 19,743 SY $ 3.00 $ 59,229.90
_ 4 Lime • 197 ton $ 150.00 $ 29,550.00
5 Prime Coat 2,896 GAL $ 2.50 $ 7,239.25
6 Tack Coat 1,448 GAL $ 3.00 $ 4,343.40
1 _ 7 2" HMAC TYPE D 14,478 SY $ 6.00 $ 86,870.40
8 4'Side Walk 5,265 SY $ 30.00 $ 157,947.00
9 Curb 11,846 LF $ 8.00 $ 94,768.00
10 4"Yellow Striping 14,808 LF $ 2.00 $ 29,615.00
11 4"White Striping 11,846 LF $ 2.00 $ 23,692.00
Sub-Total Construction $ 743,391.90 .
Engineering/Contingencies(15%) $ 111,508.79
Right-of-Way Acquisition 0.5 Acre $ 15,000.00 $ 7,500.00
Drainage Structures $ 75,000.00,
Total • $ • 937,400.69
•
Weidner Rd Extension
Item No Description Quantity Unit Unit Final
Price Amount
1 Street Excavation 3,260 CY $ 10.25 $ 33,410.90
2 8" Flex Base 7,111 SY $ 8.00 $ 56,888.80
3 Lime Treatment 7,111 SY $ 3.00 $ 21,333.30
4 Lime 71 TON $ 150.00 $ 10,650.00 -
5 Prime Coat 1,067 GAL. $ . 2.50 $ 2,666.75
6 Tack Coat 533 GAL. , $ 3.00 $ . 1,599.00
7 2" HMAC Type D 5,333 SY $ 6.00 $ i 31,999.80
8 4'Side Walk 1,778 SY $ 30.00 $ 53,334.00- --
9 Curb 4,000 LF $ 8.00 $ 32,000.00 _
10 4"Yellow Striping 5,000 LF $ 2.00 $ 10,000.00
11 4"White Striping 4,000 LF $ 2.00 $ 8,000.00
Sub-Total Construction $ 261,882.55
Engineering/Contingencies(15%) $ 39,282.38
1 ' Right-of-Way Acquisition 1.46 Acre $15,000.00 $ 21,900.00
Drainage Structures $ 75,928.80
I
Total $ 398,993.73
3
_J
City of Cibolo
Capital Improvements , ,
Thoroughfare Cost Estimates
Extension"C"
Item No Description Quantity Unit Unit Final
Price Amount
1 Street Excavation 3,970 CY $ 10.25 $ 40,696.60
2 8" Flex-Base 8,393 SY $ 8.00 $ 67,144.00
3 Lime Treatment 8,393 SY $ 3.00 $ 25,179.00
4 Lime 84 TON $ 150.00 $ 12,600.00
5 Prime Coat 1,289 GAL. $ 2.50 $ 3,221.50
6 Tack Coat 644 GAL. $ 3.00 $ 1,932.90
7 2" HMAC Type D 6,443 SY $ 6.00 $ 38,658.60
8 4'Side Walk 1,356 SY $ 30.00 $ 40,692.00
9 Curb 3,052 LF $ 8.00 $ 24,416.00
10 4"Yellow Striping 3,815 LF $ 2.00 $ 7,630.00
11 4"White Striping 3,052 LF $ 2.00 $ ; 6,104.00
Sub-Total Construction $ 268,274.60
_ Engineering/Contingencies(15%) $ , 40,241.19
Right-of-Way Acquisition 2.17 Acre $ 15,000.00 $ ' 32,550.00:'
Drainage Structures • $ 75,928.80
Total $ 416,994.59
V Haeckerville Extension
Item No Description Quantity Unit Unit Final
Price Amount
1 Street Excavation 46,981 CY $ 10.25 $ 481,550.13
__ 2 8" Flex Base 98,301 SY $ 8.00 $ ,786,408.00
3 Lime Treatment 98,301 SY $ 3.00 $ 294,903.00 ,_,.r:
4 Lime 983 TON $ 150.00 $ 147,450.00
5 Prime Coat 16,145 GAL. $ 2.50 $ : 40,362.00
6 Tack Coat 8,072 GAL. $ 3.00 $ 24,217.20
7 2" HMAC Type D 8,072 SY $ 6.00 $ , 48,434.40
8 5'Side Walk 13,020 SY $ 30.00 $ ;390,600.00
- 9 Curb 23,436 LF $ 8.00 $ 187,488.00
10 4"Yellow Striping 29,295 LF $ 2.00 $ 58,590.00
i 11 4"White Striping 29,295 LF $ 2.00 $ 58,590.00
1
Sub-Total Construction $ 2,518,592.73
i_ Engineering/Contingencies(15%) $ 377,788.91
Right-of-Way Acquisition 23.13 Acre $15,000.00 $ 346,950.00
Drainage Structures $ 263,422.39
Total $ 3,506,754.02
4
City of Cibolo
Capital Improvements
Thoroughfare Cost Estimates
Green Valley Road Extension
Item No Description Quantity Unit Unit Final
Price Amount
1 Street Excavation 3,427 CY $ 10.25 $ 35,129.83
2 8" Flex Base 7,523 SY $ 8.00 $ 60,186.40
3 Lime Treatment 7,523 SY $ 3.00 $ 22,569.90
4 Lime 75 TON $ 150.00 $ 11,250.00
5 Prime Coat 1,103 GAL. $ 2.50 $ 2,758.55
6 Tack Coat 552 GAL. $ 3.00 $ 1,655.10
7 2" HMAC Type D 5,517 SY $ 6.00 $ 33,102.60
8 4'Side Walk 2,006 SY $ 30.00 $ 60,186.00
9 Curb 4,514 LF $ 8.00 $ 36,112.00
10 4"Yellow Striping 5,643 LF $ 2.00 $ ; 11,285.00
11 4"White Striping • 4,514 LF $ 2.00 $ 9,028.00
• Sub-Total Construction $ 283,263.38
Engineering/Contingencies(15%)
$ 42,489.51
Right-of-Way Acquisition 1 Acre $15,000.00 $ 15,000.00
Total $ 340,752.88
TOTAL THOROUGHFARE $ 11(887.436.07 _
•
•
•
' i 5
City of Cibolo
Capital Improvements- Drainage System
I Town Creek East
Item No Description Quantity Unit Unit Final
Price Amount
1 Channel Excavation 348,756 CY $ 2.00 $ 697,511.11
2 Concrete Riprap/Structures 1 LS $500,000 $ 500,000.00
3 Engineering 1 LS 12% $ 143,701.33
Subtotal Construction $ 1,341,212.44
EDU's I $/EDU
3,353 $ 400.00
Town Creek West
Item No Description Quantity Unit Unit Final
Price Amount
1 Channel Excavation 595,244 CY $ 2.00 $ 1,190,488.89
2 Concrete Riprap/Structures 1 LS $500,000 $ 500,000.00
3 Engineering 1 LS 12% $ 202,858.67
Subtotal Construction $ 1,893,347.56
EDU's I $/EDU
5,030 $ 376.41
Town Creek
Item No Description Quantity Unit Unit Final
Price Amount
1 Channel Excavation 52,444 CY $ 2.00, $ 104,888.89
2 Concrete Riprap/Structures 1 LS $1,000,000 $ 1,000,000.00
3 Engineering 2 LS 112% i $ 132,586.67
Subtotal Construction $ 1,237,475.56
EDU's I $/EDU
8,383 $ 147.62
Drainage Impact Fee Town Creek East $ 547.62
Drainage Impact Fee Town Creek West $ 524.03
1
'.J
City of Cibolo
Capital Improvements Drainage System
_i
South of FM 78
Item No Description Quantity Unit Unit Final
Price Amount
1 Channel Excavation 262,222 CY $ 2.00 $ 524,444.44
2 Concrete Riprap/Structures 1 LS $300,000 $ 300,000.00
3 Engineering 1 LS 12% $ 98,933.33
Subtotal Construction $ 923,377.78
EDU's I $/EDU
4,508 $ 204.83
Drainage Impact Fee South of FM 78 $ 204.83 =_
Dietz Creek Watershed
Item No Description Quantity Unit Unit Final
Price Amount
1 Channel Excavation 327,778 CY $ 2.00 . $ 655,555.56
2 Concrete Riprap/Structures 1 LS $75,000 $ 75,000.00
3 Engineering 1 LS 12% $ 87,666.67
Subtotal Construction $ 818,222.22
EDU's I $/EDU
1,479 $ 553.23
Drainage Impact Fee Dietz Creek Watershed $ 553.2 - -- -- -
Drainage Impact Fee Town Creek East $ 547.62
Drainage Impact Fee Town Creek West $ 524.03
U
Drainage Impact Fee South of FM 78 $ 204.83
j 'II Drainage Impact Fee Dietz Creek Watershed $ 553.23
2
•
City of Cibolo
Planning Areas
10-yr Development
CENTRAL BUSINESS DISTRICT
LAND USE 1 ACRES EDU'S
CBD
Acres 203.53
Floodplain 68.22
Parks/Open Space/Ag 41% 83.4 0
Low Density Housing 1% 2.0 4.1
Industrial 1% ,2.0 3.1
Commercial 24% 48.8 73.3
Public Buildings 6% 12.2 18.3
High Density Housing 1% 2.0 24.4
Institutional 2% 4.1 6.1
Medium Density Housing 20% 40.7 162.8
Railroad 1% 2.0 0
Streets 3% 6.1 0
TOTAL 292.1
CIBOLO NORTH
LAND USE 2 ACRES EDU'S
Acres 1745.22
Floodplain 234.82 1.
Parks/Open Space/Ag 55% 959.9 0 - --
Low Density Housing 0% 0.0 0
Industrial 1% 17.5 26.2
Commercial 10%. 174.5 261.8
Public Buildings 0% 0.0 0
High Density Housing 2% 34.9 418.9
Institutional 1% 17.5 26.2
Medium Density Housing 25% 436.3 1745.2
Railroad 1% 17.5 0
Streets 5% 87.3 0
TOTAL 2478.2
City of Cibolo
Planning Areas
10-yr Development
CIBOLO INDUSTRIAL PARK
LAND USE 3 ACRES EDU'S
Acres 150
Floodplain 0
Parks/Open Space/Ag 61% 91 .5 0
Low Density Housing 0% 0.0 0
Industrial 32% 48.0 72.0
Commercial 2% 3.0 4.5
Public Buildings 1% 1.5 2.3
High Density Housing 0% 0.0 0
Institutional 0% 0.0 0
_Medium Density Housing 0% 0.0 0.0
Railroad 1% 1.5 0
Streets 3% 4.5 0
TOTAL 78.8
SCHAEFFER RD TO L. SEGUIN RD
LAND USE 4 ACRES EDU'S
Acres 3187.56
Floodplain 443
Parks/Open Space/Ag 67% 2135.7 0
Low Density Housing 2% 63.8 127.5
Industrial 0% 0.0 0
Commercial 1% 31.9 47.8
Public Buildings 1% 31.9 47.8
High Density Housing 1% 31.9 382.5
•Institutional 1% 31.9 47.8
Medium Density Housing 24% 765.0 3060.1
Railroad 0% 0.0 0
Streets 3% 95.6 0
TOTAL 3713.5
I
J
City of Cibolo
Planning Areas
10-yr Development
L. SEGUIN RD TO IH 10
LAND USE 5 ACRES EDU'S
Acres 805
Floodplain 21
Parks/Open Space/Ag 71% 571.55 0
Low Density Housing 2% 16.1 32.2 __ _._.
Industrial 3% 24.15 36.2
Commercial 1% 8.05 12.1
Public Buildings 1% 8.05 12.1
High Density Housing ° 1% 8.05 96.6
Institutional 1% 8.05 12.1
Medium Density Housing 17% 136.85 547.4 .
Railroad . 0% 0 0
Streets - 3% 24.15 0
TOTAL - 748.7
TOWN CREEK RD to FM 1103 (S.SIDE of FM 1103)
__ LAND USE 6 ACRES EDU'S
Acres 2407.77
Floodplain 332.56
Parks/Open Space/Ag 46.5% 1119.6 0
Low Density Housing 0% 0.0 0
Industrial 0% 0.0 0
_ Commercial 2% 48.2 72.2
Public Buildings 0.5% 12.0 18.1
High Density Housing 1% 24.1 288.9
Institutional 10% 240.8 361.2
Medium Density Housing 30% 722.3 2889.3
Railroad 0% 0.0 ` 0
Streets 10% 240.777 0
TOTAL 3629.7
I
City of Cibolo
Planning Areas
10-yr Development
N. SIDE of FM 1103 to GREEN VALLEY RD.
LAND USE 7 ACRES EDU'S
Acres 1278.95
Floodplain 64.27
1
Parks/Open Space/Ag 59% 754.6 0
Low Density Housing 0% 0.0 0
Industrial 0% 0.0 0
Commercial 1% 12.8 19.2
Public Buildings 0% 0.0 0
High Density Housing 0% 0.0
Institutional 0% 0.0 0
Medium Density Housing 30% 383.7 1534.7 •
Railroad 0% 0.0 . 0 •
Streets 10% 127.9 0
TOTAL , 1553.9
GREEN VALLEY RD to IH 35
LAND USE 8 ACRES EDU'S �m.
Acres 1831.45
Floodplain 85.27
Parks/Open Space/Ag 40% 732.58 0
Low Density Housing 2% 36.629 73.3
Industrial - 1% 18.3145 27.5
Commercial 5% 91.5725 137.4
Public Buildings 0.5% 9.15725 13.7
High Density Housing 0% 0 0
Institutional 1% 18.3145 27.5
Medium Density Housing 40% 732.58 2930.3
Railroad 0% 0 0
Streets 10% 183.145 0
TOTAL 3209.6
City of Cibolo
Planning Areas /
10-yr Development
SOUTH of IH 10
LAND USE 9 ACRES EDU'S
Acres 225
Floodplain 11.81
Parks/Open Space/Ag 85% 191.25 0
Low Density Housing 0% 0 0
Industrial 7% 15.75 23.6
Commercial 7% 15.75 23.6 •
Public Buildings 0% 0 0
High Density Housing 0% 0 0
. Institutional 0% 0 0
Medium Density Housing 0% 0 0
• Railroad 0% 0 0
Streets 1% 2.25 0
� TOTAL -47.3
I
GREEN VALLEY RD to NORTHCLIFF SUBDIVISION (N. Side of FM 1103)
LAND USE 10 ACRES EDU'S
Acres 601.4
' Floodplain 0.0
Parks/Open Space/Ag 68% 408.952 0
Low Density Housing 0% 0 0 a
Industrial 0% 0 0
Commercial 2% 12.028 18.04
Public Buildings 0% 0 0
High Density Housing 0% 0 0
Institutional 0% 0 0
Medium Density Housing 25% 150.35 601.4
Railroad 0% 0 0
Streets 5% 30.07 0
TOTAL 619.4
TOTAL EDUs 16,371
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. -- f I CANNEL SECTION-N\
�/ N.TS %
LEGEND CITY OF CIBOLO, TEXAS Prepared by
_,_„_,_.,_,._.,_ Cibolo City Limit PROPOSED DRAINAGE CAPITAL IMPROVEMENTS
Drainage Channel KLEIN ENGINEERING INC.
& IlVIPACT E.EE STUDY CIVIL/MUNICIPAL/ENVIRONMENTAL ENGINEERS
FEBRUARY 2004 SAN ANTONIO,TEXAS