ORD 611 07/23/2003CITY OF CIBOLO
ORDINANCE # CQ 1 I
IMPACT FEE ORDINANCE
AN ORDINANCE REVISING THE CAPITAL IMPROVEMENTS PLAN FOR THE CITY OF
CIBOLO AS ADOPTED BY CITY OF CIBOLO ORDINANCE #461, UPDATING IMPACT
FEES ON NEW PLATTING ACTIVITY AND OTHER NEW DEVELOPMENT AS
PREVIOUSLY APPROVED AND AUTHORIZED BY THE CIBOLO CITY COUNCIL AND
RATIFYING THE ACTION TAKEN ON JULY 23, 2002.
Passed on the22nd day of July 22, 2003
Mayor Charles Ruppert
Councilman Eddie Williams Councilmen Johnny Sutton
Councilmen Susan Gray Councilman Jeff Campbell
Councilman Pat O'Brien
Charles A. Balcar, City Administrator
Yvonne Griffin, City Secretary
City of Cibolo
PO BOX 826
Cibolo, Texas 78108
(210) 658-9900
CITY OF CIBOLO
AN ORDER APPROVING 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:
I . 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 {$1,044.47.} 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 {$541.68} 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 {$761.69} 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 {$359.94} 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
{$393.35} 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 {$817.38} 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 {$304.51} per living unit
3
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 {$263.63} 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
($253.18) 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 {$79.61) 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
4
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 22ND DAY OF JULY, 2003
HON. CHARLES RUPPERT, MAYOR
A EST:
AO� JAP-L
NNE GRIFFIN, CITY SECRETARY
5
IMPACT FEE STUDY
For the
City of Cibolo
P.O. Box 826
Cibolo, Texas 78108
.
r*j�N *,s r
RUDOLPH F. KLEIN V,!
. �
79689
-
Rev. May 1, 2002
March 22, 2002
Prepared by
KLEIN ENGINEERING, INC
San Antonio, Texas
M
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.
The City of Cibolo's Capital Improvements Advisory Committee divided the city limits
of Cibolo and its extra -tentorial jurisdiction into nine planning areas. Within each
planning area land use assumptions were applied. These assumptions were applied to the
ultimate development that could be built in each planning area. Klein Engineering, Inc.
then developed a 10 -year projection, 20 -year projection, and an ultimate projection for
new development. With these projections impact fees were determined for the water
system, wastewater system, thoroughfare system, and drainage system. The impact fees
for the three projections (10 -year, 20 -year, and Ultimate) were presented to the Capital
Improvements Advisory Committee. The Committee then decided which projection
would be necessary to base the impact fees for new development. The Committee
decided the 10 -year projection as the basis for imposing impact fees. The impact fees are
as follows:
Water System Impact Fee $1,044.47
Wastewater System Impact Fee
Town Creek West $ 541.68
Town Creek East $ 761.69
Dietz Creek Watershed $ 359.94
South of FM 78 $ 393.35
Impact Fee Study -1-
Thoroughfare Impact Fee $ 817.38
Drainage Impact Fee
Town Creek West $ 304.51
Town Creek East $ 263.63 . .
Dietz Creek Watershed $ 253.18
South of FM 78 $ 79.61
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 maps displaying what infrastructure is needed in the ultimate projection
of development based on the land use assumptions provided by the Capital Improvements
and Assessment Committee. Also, included are the itemized construction costs for the
proposed impact fees for each of the water, wastewater, thoroughfare, and drainage
systems.
I
a
Impact Fee Study -2-
LAND USE ASSUMPTIONS
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 and Assessment Committee divided the city limits of Cibolo and its ETJ
into nine planning areas. These areas span from'Interstate Highway 35 to the north and
Interstate Highway 10 to the south. The nine planning areas are (see attached map):
Central Business District Cibolo North Cibolo Industrial Park
Schaeffer to L. Seguin Curve 1103 - Northcliff L. Seguin to IH 10
Town Creek —1103 Curve Green Valley to 11135 South of IH 10
Each of the nine areas was divided into land use assumptions. The -following are the land
use assumptions:
Parks/Open Space/Agriculture
Commercial
Institutional
Streets
Low Density Housing
Public Buildings
Medium Density Housing
Industrial
High Density Housing
Railroad
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 100 -year
flood plain was determined and the total number of developable acres represents the
number of acres outside the 100 -year floodplain. The 100 -year floodplain was
determined from the FEMA Flood Insurance Rate Maps, for the City of Cibolo and
Guadalupe County. The total acres for each land use assumption were calculated by
multiplying each land use assumption percentage by the total developable 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,
W
Impact Fee Study -3-
and drainage improvements due to the effect of the new development upon the existing
systems. The impact fee 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 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.
CITY OF CIBOLO
PROJECTED LAND USES
10 -Year Projections
Acres FDU's
Parks/Open Space/Ag Space/A
7,045.9
0
Low Density Housing
87.9
176
Industrial
209.1
314
Commercial
318.3
477
Public Buildings
58.6
86
High Density Housing
90.7
1,094
Institutional
64.5
97
Medium Density Housing
1,697.7
6,797
Railroad
17.6
0
Streets
441.9
0
Assumptions:
TOTAL 10,032
Total EDU's 9,042
Land Use EDU/Acre
Parks/Open Space/Ag
0
Low Density Housing
2
Industrial
1.5
Commercial
1.5
Public Buildings
1.5
_ High Density Housing
12
Institutional
1.5
Medium Density Housing
4
Railroad
0
Streets
0
Impact Fee Study -4-
WATER IMPACT FEE
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
4,866 out of the total 9,042 EDU's (or connections) inside Cibolo's water service area.
There are currently 1,316 water service connections in Cibolo's service area, so there will
be 3,550 new connections inside Cibolo's water service area.
Water Storage
Currently, the City of Cibolo has a one million gallon ground storage tank and a
five thousand gallon hydro -pneumatic tank. The Texas Natural Resources Conservation
Commission (TNRCC) requires two hundred gallons of storage per connection. In the 10
year projection the City of Cibolo will need 973,200 gallons of total storage for all of its
-, connections. With the current amount of total storage Cibolo possesses, this criterion
will be met. However, when an existing water system reaches two thousand -five hundred
connections the TNRCC requires the system to construct elevated storage. The TNRCC
requires one hundred gallons of elevated storage per connection. Cibolo will need
486,500 gallons of elevated storage. Constructing a one million gallon elevated tank will
give the City additional total storage and sufficient elevated storage to meet TNRCC
requirements and accommodate future growth.
z
Impact Fee Study -5-
Water Supply Summary
The City of Cibolo does not produce its own water. Green Valley S.U.D. and the
Canyon Regional Water Authority supply the water. The City of Cibolo currently has
1,000 acre-feet of water per year available from these sources. Using an average taken
from historical data, the average water use per connection is ten thousand -five hundred
gallons per month. The total amount of.acre-feet required for 4,866 connections would
be 1,881. This is an increase of 881 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
12" water mains will help maintain pressure. A 12"main will need to be installed along
FM 1103, from Main St. to Wiedner Road and back to Town Creek Rd. to provide and
maintain sufficient pressure to 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 (3,550) in Cibolo's water
service area. The following table below summarizes the impact fee:
Impact Fee Study -6-
City of Cibolo
Water Impact Fee
Summary
10 -Year
Number of New EDUs in Water Service Area: 1 3,550
Estimated Cost of Water System Distribution Improvements: 1 $ • 1,971,568.05
Estimated Cost of Water Plant Improvements:
estimated Cost for Acquisition of Additional Acre-feet:
i
TOTAL COST PER EDU
Impact Fee Study -7-
$ 1,472,000.00 1
$ 1,044.47
SEWER IMPACT FEE
PROJECTED WASTEWATER SYSTEM
The wastewater treatment plant serving the City of Cibolo is owned and operated by the
Cibolo Creek Municipal Authority (COMA). 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. First of all, there are not any wastewater collection lines in the Town
Creek water shed, other than the 10" sewer line that services the downtown area of
Cibolo. 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. These two outfalls will combine together
and form one major trunk line that will feed into an existing lift station maintained by
CCMA. The major trunk line was sized by combining both flows from the two outfalls.
- 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
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.
The total number of EDU's in the 10 -year projection is 3,876 in this service area. The
M
Impact Fee Study -8-
THOROUGHFARE IWACT FEE
PROJECTED THOROUGHFARE SYSTEMS
The Capital Improvements and Assessment Committee developed a conceptual
thoroughfare system that would ultimately be constructed in the city limits of Cibolo and
its ETJ. These major thoroughfares would he 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. 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 Limits used in the calculation of the thoroughfare impact fee is
5,353. The following table summarizes the thoroughfare impact fee:
Impact Fee Study -10 -
Summary of Thoroughfare and Drainage
City of Cibolo
Thoroughfare Name
RO.W
Pavement
Width
Length
(ft)
Cost Estimate
Main St.
62'
38'
13,500
$ 1,279,735.63
Borgfeld Rd Extension
62'
38'
2,300
$ 354,887.76
Cibolo Valley Drive
86'
62'
17,300
$ 2,740,805.65
Total $ 4,375,429.05
EDU $/EDU
5,353 $ 817.38
Thoroughfare Impact Fee $ 817.38
Impact Fee Study -I 1 -
DRAINAGE IMPACT FEE
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
M,I
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 two areas (see
attached map for locations). The trapezoidal cbannels will be one hundred feet wide and
have a depth of five feet.
0
Impact Fee Study-l2-
The impact fees for constructing the trapezoidal channels are summarized below:
City of Cibolo
Drainage Impact Fee Summary
Drainage Impact Fee Town Creek East $ 214.11
Drainage Impact Fee Town Creek West $ 247.31
Drainage Impact Fee South of FM 78 $ 64.66
Drainage Impact Fee Dietz Creek Watershed $ 8.22
M
Impact Fee Study -13-
APPENDICES
City of Cibolo
Cost Estimate for Projected Water Needs
10 -Year Projection
WATER DISTRIBUTION IMPROVEMENTS
ITEM
NO.
DESCRIPTION
ESTIMATED
QUANTITY
UNIT
UNIT
PRICE
FINAL
AMOUNT
1
12" PVC AWWA C900
36,500
LF
$ 35.00
$ 1,277,500.00
2
12" GATE VALVE & BOX
18
EA
$ 1,233.00
$ 22,194.00
3
2" AIR RELEASE ASSEMBLY
5
EA
$ 1,746.00
$ 8,730.00
4
12" TIE IN
4
EA
$ 1,809.00
$ 7,236.00
5
STD. FIRE HYDRANT W/6" GV & BOX
75
EA
$ 2,087.00
$ 156,525.00
6
IDUCTILE IRON FITTINGS
2.0
TON
$ 2,291.00
$ 4,582.00
7
IBORE 24" STL CASING W/ 12" PVC CARRIER PIPE
110
LF
$ 321.00
$ 35,310.00
8
ICREEK CROSSING
5
EA
$ 2,000.00
$ 10,000.00
ENGINEERING/CONTINGENCIES (15%)
SUB -TOTAL CONSTRUCTION
Total
$ 1,522,077.00
$ 228,311.55
$ 1,750,388.55
A-1 WATER SYSTEM IMPROVEMENTS COST ESTIMATE
SUB MAINS @ 12"
WATER T.TNF. RXTF.NSTON
ITEM
NO.
DESCRIPTION
ESTIMATED
QUANTITY
UNIT
UNIT
PRICE
FINAL
AMOUNT
1
12" PVC AWWA C900
18,850
LF
$ 35.00
$ 659,750.00
2
12" GATE VALVE & BOX
10
EA
$ 1,233.00
$ 12,330.00
3
2" AIR RELEASE ASSEMBLY
2
EA
$ 1,746.00
$ 3,492.00
4
12" TIE IN
2
EA
$ 1,809.00
$ 3,618.00
5
STD. FIRE HYDRANT W/6" GV & BOX
38
EA
$ 2,087.00
$ 79,306.00
6
DUCTILE IRON FITTINGS
1.0
TON
$ 2,291.00
$ 2,291.00
7
IBORE 24" STL CASING W/ 12" PVC CARRIER PIPE
0
LF
$ 321.00
$ -
8
1CREEKCROSSING
4
EA
$ 2,000.00
$ 8,000.00
ENGINEERING/CONTINGENCIES (15%)
SUB MAINS @ 8"
WATER LINE, EXTENSION
SUB -TOTAL CONSTRUCTION $ 768,787.00
$ 115,318.05
Total $ 884,105.05
ITEM
NO.
DESCRIPTION
ESTIMATED
QUANTITY
UNIT
UNIT
PRICE
FINAL
AMOUNT
1
8" PVC AWWA C900
18,850
LF
$ 25.00
$ 471,250.00
2
8" GATE VALVE & BOX
10
EA
$ 850.00
$ 8,500.00
3
2" AIR RELEASE ASSEMBLY
2
EA
$ 1,746.00
$ 3,492.00
4
12" TIE IN
2
EA
$ 1,809.00
$ 3,618.00
5
STD. FIRE HYDRANT W/6" GV & BOX
38
EA
$ 2,087.00
$ 79,306.00
6
DUCTILE IRON FITTINGS
1.0
TON
$ 2,291.00
$ 2,291.00
7
BORE 24" STL CASING W/ 12" PVC CARRIER PIPE
0
LF
$ 321.00
$ -
8
CREEK CROSSING
4
EA
$ 2,000.00
$ 8,000.00
A-2 WATER SYSTEM IMPROVEMENTS COST ESTIMATE
ENGINEERING/CONTINGENCIES (15%)
Difference in 12" & 8" Mains
WATER PLANT IMPROVEMENTS
PLANT WORK
SUB -TOTAL CONSTRUCTION $ 576,457.00
$ 86,468.55
Total $ 662,925.55
$ 221,179.50
TOTAL WATER DISTRIBUTION $ 1,971,568.05
ITEM
NO.
DESCRIPTION
ESTIMATED
QUANTITY
UNIT
UNIT
PRICE
FINAL
AMOUNT
1
1 MG Elevated Storage Tank
1
LS
$ 1,250,000.00
$ 1,250,000.00
2
IPLANT PIPING
1
LS
$ 30,000.00
$ 30,000.00
ENGINEERING/CONTINGENCIES (15%)
TOTAL PLANT WORK
TOTAL
$
1,280,000.00
$
192,000.00
$
1,472,000.00
A-3 WATER SYSTEM IMPROVEMENTS COST ESTIMATE
WATER SUPPLY
Available Ac -ft of water to Cibolo = 1,000 ae-ft
Additional Ac -ft needed in 10 year projection is 881 ae-ft.
Leasing rights @ $300.00 / ac. -ft =
TOTAL ESTIMATED COST FOR WATER SYSTEM IMPROVEMENTS
EDU'S $/EDU
TOTAL COST PER EDU 3,550 $ 1,044.47
$ 264,300.00
$ 3,707,868.05
A-4 WATER SYSTEM IMPROVEMENTS COST ESTIMATE
City of Cibolo
10 - Year Development
TOWN CREEK OUTFALL
(Lift Station to Split)
21" Sewer Pipe
Manhole Structures
Engineering(12%)
Town Creek West
15" Sewer Pipe
12" Sewer Pipe
8" Sewer Pipe
Standard Manholes
Bore Highway
Engineedng(12%)
Town Creek East
12" Sewer Pipe
10" Sewer Pipe
8" Sewer Pipe
Standard Manholes
Bore Highway
Engineedng(12%)
7,000
I.f.
Unit
IS.
EDU's $/EDU
Quantity
Unit
Price
1
Amount
2,700
I.f.
$ 80.00
$
216,000.00
6
ea.
$ 3,200.00
$
19,200.00
1
I.S.
12%
$
28,224.00
Sub -total
$
263,424.00 3,876 $ 67.96
3,700
I.f.
$ 52.00
$
192,400.00
6,100
I.f.
$ 48.00
$
292,800.00
11,500
I.f.
$ 32.00
$
368,000.00
54
ea.
$2,200.00
$
118,800.00
1
I.S.
$2,500.00
$
2,500.00
1
I.S.
12%
$
116,940.00
Sub -total
$ 1,091,440.00 2,304 $ 473.72
7,000
I.f.
2,800
IS.
12,500
I.f.
56
ea.
1
I.S.
1
I.S.
$2,500.00
Sub -total
TOTAL
Sewer Impact Fee Town Creek West
Sewer Impact Fee Town Creek East
$ 48.00
$
336,000.00
$ 40.00
$
112,000.00
$ 32.00
$
400,000.00
$ 2,200.00
$
123,200.00
$2,500.00
$
2,500.00
12%
$
116,844.00
$ 1,090,544.00
$ 541.68
$ 761.69
$ 2,445,408.00
WASTEWATER SYSTEM IMPROVEMENTS COST ESTIMATE
A-5
1,572 $ 693.73
Dietz Creek Watershed
12" Sewer Pipe
Standard Manholes
Engineering(12%)
Quantity
Unit
8,700
-I.f.
22
ea.
1
I.S.
TOTAL
Sewer Impact Fee Dietz Creek Watershed
South of FM 78
Sewer Impact Fee South of FM 78
12" Sewer Pipe
Standard Manholes
Engineedng(12%)
Quantity
Unit
24,700
IS.
50
ea.
1
I.S.
TOTAL
Sewer Impact Fee South of FM 78
Unit EDU's $/EDU
Price Amount
$ 48.00 $ 417,600.00
$2,200.00 $ 48,400.00
12% $ 55,920.00
$ 521,920.00 1,450 $ 359.94
$ 359.94
$50.00
Unit EDU's $/EDU
Price Amount
$ 48.00 $ 1,185,600.00
$2,200.00 $ 110,000.00
12% $ 155,472.00
$ 1,451,072.00 3,689 $ 393.35
$ 393.35
M
WASTEWATER SYSTEM IMPROVEMENTS COST ESTIMATE
A-6
City of Cibolo
Thoroughfare 10 year
hAnin Cf Fvfoncinn
Item No
Description
Quantity
Unit
Unit
Price
Final
Amount
1
Street Excavation
23,375
CY
$
6.53
$
152,638.75
2
8" Flex Base
46,750
SY
$
5.97
$
279,097.50
3
Lime Treatment
46,750
SY
$
1.97
$
92,097.50
4
Lime
467
TON
$
93.33
$
43,585.11
5
Prime Coat
7,180
GAL.
$
1.98
$
14,216.40
6
Tack Coat
3,590
GAL.
$
2.40
$
8,616.00
7
2" HMAC Type D
35,900
SY
$
3.96
$
142,164.00
8
4' Side Walk
7,555
SY
$
22.40
$
169,232.00
9
Curb
17,000
LF
$
5.07
$
86,190.00
10
4" Yellow Striping
21,250
LF
$
1.62
$
34,425.00
11
4" White Striping
17,000
LF
$
1.14
$
19,380.00
Sub -Total Construction $ 1,041,642.26
Engineering/Contingencies(15%) $ 156,246.34
Right -of -Way Acquisition 6.4 Acre $8,000.00 $ 51,200.00
Drainage Structures $ 30,647.03
Total $ 1,279,735.63
Borofeld Extension
Item No
Description
Quantity
Unit
Unit
Price
Final
Amount
1
Street Excavation
4,236
CY
$
8.07
$
34,184.52
2
8" Flex Base
12,744
SY
$
5.97
$
76,081.66
3
Lime Treatment
12,744
SY
$
1.97
$
25,105.68
4
Lime
127
TON
$
93.33
$
11,852.91
5
Prime Coat
1,950
GAL.
$
1.98
$
3,861.00
6
ITack Coat
975
GAL.
$
2.40
$
2,340.00
7
2" HMAC Type D
9,750
SY
$
3.96
$
38,610.00
8
4' Side Walk
2,044
SY
$
23.01
$
47,032.44
9
Curb
4,600
LF
$
5.92
$
27,232.00
10
4"Yellow Striping
6,900
LF
$
1.62
$
11,178.00
11
4" White Striping
4,600
LF
$
1.82
$
8,372.00
Sub -Total Construction
Engineering/Contingencies(15%)
Right -of -Way Acquisition
Drainage Structures
Total
$ 285,850.23
$ 42,877.53
3.27 Acre $ 8,000.00 $ 26,160.00
$ 354,887.76
THOROUGHFARE SYSTEM IMPROVEMENTS COST ESTIMATE
A-7
Cibolo Vallev Drive
Item No
Description
Quantity
Unit
Unit
Price
Final
Amount
1
Street Excavation
36,000
CY
$
6.53
$
•235,080.00
2
8" Flex Base
108,000
SY
$
5.97
$
644,760.00
3
Lime Treatment
108,000
SY
$
1.97
$
212,760.00
4
Lime
1,080
TON
$
93.33
$
100,796.40
5
Prime Coat
19,128
GAL.
$
1.98
$
37,873.44
6
Tack Coat
9,564
GAL.
$
2.40
$
22,953.60
7
2" HMAC Type D
95,644
SY
$
3.96
$
378,750.24
8
4' Side Walk
15,380
SY
$
22.40
$
344,512.00
9
Curb
34,600
LF
$
5.07
$
175,422.00
10
4" Yellow Striping
43,250
LF
$
1.62
$
. 70,065.00
11
4" White Striping
43,250
LF
$
1.14
$
49,305.00
Sub -Total Construction
Engineering/Contingencies(15%)
Right -of -Way Acquisition
Drainage Structures
Total
$ 2,272,277.68
$ 340,841.65
12 Acre $8,000.00 $ 96,000.00
31,686.32
$ 2,740,805.65
THOROUGHFARE SYSTEM IMPROVEMENTS COST ESTIMATE
A-8
City of Cibolo
Drainage Cost Estimate
Town Creek East
Item No
Description
Quantity
Unit
Unit
Price
I Final
Amount
1
Channel Excavation
283,241
CY
$ 1.00
$ 283,241.00
2
Engineering
1
I LS
12%
$ 33,988.92
Subtotal Construction
EDU's I $/EDU
1,572 $ 201.80
Town Creek West
$ 317,229.92
Item No
Description
Quantity
Unit
Unit
Price
I Final
Amount
1
Channel Excavation
483,426
CY
$ 1.00
$ 483,426.00
2
Engineering
1
LS
12%
$ 58,011.12
Subtotal Construction
Town Creek
EDU's I $/EDU
2,304 $ 235.00
$ 541,437.12
Item No
Description
Quantity
Unit
Unit
Price
I Final
Amount
1
Channel Excavation42,593
CY
$ 1.00
$ 42,593.00
2
Engineering
1
LS
12%
$ 5,111.16
Subtotal Construction
$ 47,704.16
EDU's I $/EDU
3,876 $ 12.31
TOTAL CONSTRUCTION $ 906,371.20
Drainage Impact Fee Town Creek East $ 214.11
r
Drainage Impact Fee Town Creek West $ 247.31
Town Creek Drainage Channel Improvements Cost Estimate
A-9
South of FM 78
Item No
Description
Quantity
Unit
Unit
Price
I Final
Amount
1
Channel Excavation
212,963
CY
$ 1.00
$ 212,963.00
2
Engineering
1
LS
12%
$ 25,555.56
Subtotal Construction
Drainage Impact Fee South of FM 78
Dietz Creek Watershed
EDU's I $/EDU
3,689 $ 64.66
$ 64.66
$ 238,518.56
Item No
Description
Quantity
Unit
Unit
Price
Final
Amount
1
Channel Excavation
10,648
CY
$ 1.00
$ 10,648.15
2
Engineering
1
LS
12%
$ 1,277.78
Subtotal Construction
EDU's I $/EDU
1,450 $ 8.22
Drainage Impact Fee Dietz Creek Watershed $ 8.22
Drainage Impact Fee Town Creek East
$
214.11
Drainage Impact Fee Town Creek West
$
247.31
Drainage Impact Fee South of FM 78
$
64.66
Drainage Impact Fee Dietz Creek Watershed
$
8.22
Town Creek Drainage Channel Improvements Cost Estimate
A-10
$ 11,925:93
r
ULTIMATE PROJECTION
0
CITY OF CIBOLO
PROJECTED LAND USES
Ultimate Projections
Acres EDUs
Parks/Open Space/Ag
2,390.8
0
Low Density Housing
197.5
395
Industrial
596.2
894
Commercial
669.0
1,004
Public Buildings
60.2
90
High Density Housing
161.4
1,937
Institutional
67.3
101
Medium Density Housing
4,809.7
19,239
Railroad
17.6
0
Streets
1,062.1
0
TOTAL 10,032
Total EDU's 23,659
Assumptions:
Land Use
EDU/Acre
Parks/Open Space/Ag
0
Low Density Housing
2
Industrial
1.5
Commercial
1.5
Public Buildings
1.5
High Density Housing
12
Institutional
1.5
Medium Density Housing
4
Railroad
0
Streets
0
Land Use Assumptions Ultimate Projections
A-11
number of EDU's in the West Branch is 2,304 and the number of EDU's in the East
Branch is 1,572.
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 1,450 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 3,689.
The impact fees will be as follows:
City of Cibolo
Sewer Impact Fee Summary
Sewer Impact Fee Town Creek West $ 541.68
Sewer Impact Fee Town Creek East $ 761.69
Sewer Impact Fee Dietz Creek Watershed $ 359.94
Sewer Impact Fee South of FM 78 $ 393.35
M
Impact Fee Study -9-
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LEGEND
p, V 7�p TEXAS
Cl T 1 OF HOLO, 1 t.L]_AS Prepared by
PLANNING AREAS KLEIN ENGINEERING, INC.
CIEOLO E.T.J.
--•-- CIEOLO CITY LIMFM
DATE: MAY 1, 2002
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10 YEAR PROJECTION
LEGEND
CITY OF HOLO, TEXAS
Prepared by
City Urnt
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PROPOSED WATER SYSTEM MMOVEMENTS KLEIN ENGINEERING, INC.
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10 YEAR PROJE ON
LEGEND
CITY OF CEBOLO, TEXAS
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PROPOSED WASTEWATER IMPROVB ENTS
MTACT FEE STUDY
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LEGEND CTTY OF HOLO, TEXAS Rep&w by
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ULTIMATE PR CTION
LEGEND CpIy OF CIBOLO, TEXAS
Neparedby
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______ wartrsdMcenrea PROPOSED WATER SYSTEM R"ROVEVM7 S KLEIN ENGINEERING INC
Proposed Water Main
------ Misting waser Main
I4PACT FEE, STUDY
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- TOWN OtEIX EAST J
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Proposed em.nm R*APACT FEE STUDY
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