The URL can be used to link to this page

CIAC 10-11-2017 AGENDA w associated documents CAPITAL IMPROVEMENTS ADVISORY COMMITTEE MUNICIPAL COMPLEX COUNCIL CHAMBERS 1400 SCHERTZ PARKWAY BUILDING #4 SCHERTZ, TEXAS 78154 City of Schertz Core Values Do the right thing Do the best you can Treat others the way you would want to be treated Work together cooperatively as a team Capital Improvement Advisory Committee October 11, 2017 Page 1 of 1 1. CALL TO ORDER / ROLL CALL 2. HEARING OF RESIDENTS This time is set aside for any person who wishes to address the Capital Improvements Advisory Committee. Each person should fill out the Speaker’s register prior to the meeting. Presentations should be limited to no more than three (3) minutes. Discussion by the Committee of any item not on the agenda shall be limited to statements of specific factual information given in response to any inquiry, a recitation of existing policy in response to an inquiry, and/or a proposal to place the item on a future agenda. The presiding officer, during the Hearing of Residents portion of the agenda, will call on those persons who have signed up to speak in the order they have registered. 3. ITEMS FOR INDIVIDUAL CONSIDERATION A. Consider and make a recommendation to City Council on the Land Use Assumption Report and Capital Improvements Plan that establish the basis for a Roadway Impact Fee. 4. ADJOURNMENT CERTIFICATION I, Emily Grobe, Planner, of the City of Schertz, Texas, do hereby certify that the above agenda was posted on the official bulletin boards on this the 6th day of October, 2017 at 5:00 p.m., which is a place readily accessible to the public at all times and that said notice was posted in accordance with chapter 551, Texas Government Code. Emily Grobe ___________________________________ Emily Grobe, Planner I certify that the attached notice and agenda of items to be considered by the Schertz Planning & Zoning Commission was removed from the official bulletin board on _____day of _______________, 2017. ____________________________title:__________________________ This facility is accessible in accordance with the Americans with Disabilities Act. Handicapped parking spaces are available. If you require special assistance or have a request for sign interpretative services or other services please call 619-1030 at least 24 hours in advance of meeting. AGENDA Wednesday, October 11, 2017 at 6:00 p.m. CAPITAL IMPROVEMENT ADVISORY COMMITTEE MEETING: October 11, 2017 Agenda Item 3A TO: Capital Improvement Advisory Committee PREPARED BY: Kathryn Woodlee, P.E., City Engineer CASE: Roadway Impact Fee Land Use Assumptions and Capital Improvements Plan SUBJECT: Consider and make a recommendation to City Council on the Land Use Assumption Report and Capital Improvements Plan that establish the basis for a Roadway Impact Fee. ITEM SUMMARY: The City desires to establish a Roadway Impact Fee in order to fund construction of new facilities and expand existing roadways to serve future development. The fees consider and apply to arterial and collector status roads on the City’s Master Thoroughfare Plan (MTP). To formulate the fee to be assessed, land use assumptions that project growth over a 10-year period must be established. Additionally, a Capital Improvements Plan that addresses the needs of that growth must be prepared and approved. BACKGROUND: The purpose of the impact fee is to provide a funding mechanism for the implementation of roadway capital improvements over a 10-year planning period. An impact fee program also ensures that new development pays a fair share of facilities necessitated by new growth, based on the demand placed on the City’s transportation system by the development. An initial step in the development of the impact fee program is the establishment of land use assumptions including population and employment projections over the 10-year period. Those assumptions include the type, location, quantity, and timing of land uses. The Land Use Assumptions report includes a description of the methodology used in preparation, explanation of the data considered, presentation of historic and projected growth trends, and the configuration of roadway service areas. The Texas Local Government Code (TLGC) section regulating impact fee programs requires the definition of roadway service areas. Service areas meeting the criteria of the TLGC ensure that facility improvements are located in proximity to the area being developed and generating the need. The other major step in the development of the impact fee program is the preparation of a roadway capital improvements program. The proposed Capital Improvements Plan was developed based on the City’s recently adopted MTP and the associated Land Use Assumptions Plan. All arterial and collector class roadways included in the MTP were considered as projects and a determination was made for each one as to what improvements would be needed to bring the roadway to its ultimate functional classification (right of way width, number of lanes, etc.). All identified projects included in the plan are eligible to be funded with fees collected through the impact fee program. In order to identify how much of each project can be attributed to growth of the community, traffic counts and modelled projections (demand) were compared to existing and planned vehicle capacity of roadways included in the plan. The Capital Improvements Plan includes 71 identified projects in 4 2 roadway service areas. An engineer’s opinion of probable construction cost for each project is included in the plan. Once approved via an ordinance through a public hearing process by City Council, the Land Use Assumptions and Capital Improvements Plan will be used as the basis for an Impact Fee Report including the calculation of the maximum allowable impact fee per unit of development. That report will be presented to the CIAC for consideration and recommendation of approval to City Council. STAFF ANALYSIS AND RECOMMENDATION: The proposed Land Use Assumptions and Capital Improvements Plan are consistent with the Comprehensive Land Plan, including the MTP, and use the growth rate of 3.5% as discussed and agreed upon via consensus by the project steering committee (Planning and Zoning Commission and Transportation Safety Advisory Commission) in May, 2015. Staff recommends approval of the proposed Land Use Assumptions and Capital Improvements Plan. Planning Department Recommendation X Approve as submitted Approve with changes Denial Attachments: Schertz Roadway Impact Fee Land Use Assumptions Report Schertz Roadway Impact Fee Capital Improvements Plan SCHERTZ ROADWAY IMPACT FEE LAND USE ASSUMPTIONS DRAFT REPORT Prepared for: City of Schertz October 2017 Prepared by: FREESE AND NICHOLS, INC. 2711 North Haskell Avenue, Suite 3300 Dallas, Texas 75204 TABLE OF CONTENTS 1.0 PURPOSE ...................................................................................................................................................... 2 1.1 Land Use Assumptions Report Elements ..................................................................................... 2 2.0 METHODOLOGY ......................................................................................................................................... 3 3.0 ROADWAY SERVICE AREAS .................................................................................................................. 4 3.1 Roadway Service Areas ....................................................................................................................... 5 3.2 Data Format ............................................................................................................................................. 6 4.0 HISTORICAL DATA ................................................................................................................................... 7 5.0 BASE YEAR DATA ...................................................................................................................................... 8 5.1 Population Growth ............................................................................................................................... 8 5.2 Population Growth Rate ..................................................................................................................... 8 5.3 Additional Growth Indicators ........................................................................................................... 9 5.4 Existing Land Use ............................................................................................................................... 10 5.5 2017 Employment ............................................................................................................................. 11 6.0 TEN-YEAR GROWTH ASSUMPTIONS ............................................................................................. 13 6.1 Population 2027 ................................................................................................................................. 14 6.2 Employment 2027 ............................................................................................................................. 17 7.0 SUMMARY ................................................................................................................................................. 18 Land Use Assumptions Roadway Impact Fee Study Freese and Nichols, Inc. Page 2 DRAFT 1.0 PURPOSE Chapter 395 of the Texas Local Government Code prescribes the process by which cities in Texas must formulate impact fees. An initial step in the impact fee development process is the establishment of land use assumptions which address growth and development for a ten-year planning period (TLGC Section 395.001(5)) for the years 2017-2027. These land use assumptions, which also include population and employment projections, will become the basis for the preparation of capital improvement plans for roadway facilities. Statutory requirements mandate that impact fees be updated (at least) every five years. This report, in conjunction with the roadway capital improvements plan, form the initial key components of an impact fee program. To assist the City of Schertz in determining the need and timing of capital improvements to serve future development, a reasonable estimation of future growth is required. The purpose of this report is to formulate growth and development projections based upon assumptions pertaining to the type, location, quantity and timing of various future land uses within the community and to establish and document the methodology used for preparing the growth and land use assumptions. 1.1 LAND USE ASSUMPTIONS REPORT ELEMENTS This report contains the following components: · Methodology - Explanation of the general methodology used to prepare the land use assumptions. · Data Collection Zones and Service Area - Explanation of data collection zones (traffic analysis zones), and division of the city into impact fee service areas for roadway facilities. · Historical Data – Information on historic population trends for Schertz and Guadalupe, Bexar, and Comal Counties. · Base Year Data - Information on population, employment, and land use for Schertz as of 2015 for each roadway service area. · Ten-Year Growth Assumptions - Population and employment growth assumptions for ten years by impact fee service area. · Summary - Brief synopsis of the land use assumptions report. Land Use Assumptions Roadway Impact Fee Study Freese and Nichols, Inc. Page 3 DRAFT 2.0 METHODOLOGY Based upon the growth assumptions and the capital improvements needed to support growth, it is possible to develop an impact fee structure which fairly allocates improvement costs to growth areas in relationship to their impact upon the entire infrastructure system. The data in this report has been formulated using reasonable and generally accepted planning principles for the preparation of impact fee systems in Texas. These land use assumptions and future growth projections take into consideration several factors influencing development patterns, including the following: · The character, type, density, and quantity of existing development · Anticipated future land use (City’s Future Land Use Plan Map); · Availability of land for future expansion; · Current and historical growth trends of population and development within the city; · Location and configuration of vacant land; · Growth of employment per the Alamo Area Metropolitan Planning Organization (AAMPO); · Known or anticipated development projects within the city, as identified by City Staff. A series of work tasks were undertaken in the development of this report and are described below: 1. A kick-off meeting was held to describe the general methodological approach in the study. 2. Current data of population and housing was collected from the city and other acceptable sources to serve as a basis for future growth. 3. A base year (2017) estimate was developed using city building permit data, U.S. Census and periodic population, household occupancy and household size data, and employment data from AAMPO. 4. A growth rate was determined based upon an analysis of data from recent building permit data, Texas Development Water Board, past growth trends and anticipated development to occur over the next ten-year planning period. A compound annual growth rate of 3.5% is recommended for the planning period. 5. A ten-year projection (2027) was prepared using the recommended growth rate, Staff input, and consideration of the future allocation of population and employment in the AAMPO regional traffic forecast model. Finally, adjustments were then made to consider known or anticipated development activity within the ten-year planning period. Land Use Assumptions Roadway Impact Fee Study Freese and Nichols, Inc. Page 4 DRAFT 6. Base and ten-year demographics were prepared for the various roadway service areas which, in turn, correlate with the current municipal limits of Schertz. 3.0 ROADWAY SERVICE AREAS Service areas are required by State Law to define the area served by the Roadway Impact program. Chapter 395 requires that service areas be defined to ensure that facility improvements are located in proximity to the area that is generating needs. Roadway service areas are different from water/wastewater impact fee service areas in that roadway service areas can consider only current city limits but not the extra-territorial jurisdiction (ETJ) while water/wastewater service areas can include both the city limits and ETJ. This is primarily because roadway networks are "open" systems to both local and regional use as opposed to a defined limit of service that is provided within water and wastewater systems. The result is that new development can only be assessed an impact fee based on the cost of necessary capital improvements within that service area. Chapter 395 stipulates that roadway service areas be limited to a six-mile maximum dimension, but must be limited to within the current city limits. Although the roadway service areas only recognize current municipal limits, an analysis including the ETJ was conducted in order to consider long-term coverage of the ultimate corporate boundaries relative to the six-mile maximum for the impact fee program. Figure 1 illustrates the roadway impact fee service areas within the ETJ. Land Use Assumptions Roadway Impact Fee Study Freese and Nichols, Inc. Page 5 DRAFT 3.1 ROADWAY SERVICE AREAS Figure 2 illustrates the derived service area structure for roadway facilities. These service areas conform to the current city limits of Schertz. Land Use Assumptions Roadway Impact Fee Study Freese and Nichols, Inc. Page 6 DRAFT 3.2 DATA FORMAT The existing database, as well as the future projections, was formulated according to the following format and categories: Service Area Correlates to the roadway service areas identified on the attached map. The city limits serve as the roadway service area boundary. Housing Units (2017) All living units including single-family, duplex, multi-family and group quarters existing at the middle of 2017. The number of existing housing units has been estimated for the base year (2017) population estimate. Housing Units (2027) Projected housing units by service zone for the year 2027 (ten-year growth projections). Population (2017) Existing estimated population for the base year (2017). Population (2027) Projected population by service zone for the year 2027 (ten-year growth projection). Employment (2017-27) Employment data is aggregated to three employment sectors and include Basic, Retail and Service, as provided by AAMPO. These service sectors serve as the basis for nonresidential trip generation. The following details which types of businesses fall within each of the three sectors. Service -- Land use activities which provide personal and professional services such as financial, insurance, government, and other professional and administrative offices. Retail -- Land use activities which provide for the retail sale of goods that primarily serve households and whose location choice is oriented toward the household sector such as grocery stores, restaurants, etc. Basic -- Land use activities that produce goods and services such as those that are exported outside the local economy; manufacturing, construction, transportation, wholesale trade, warehousing and other industrial uses. AAMPO prepares employment estimates at the Traffic Analysis Zone (TAZ) level, but some adjustments were needed to consider areas within the limits of the city. Land Use Assumptions Roadway Impact Fee Study Freese and Nichols, Inc. Page 7 DRAFT 4.0 HISTORICAL DATA Schertz is located approximately 16 miles northeast of downtown San Antonio and lies in Guadalupe, Bexar, and Comal Counties. Over the past several years, the Alamo Area region has experienced steady population and employment growth. Figure 3 depicts the historic population growth for the City of Schertz and Comal, Guadalupe, and Bexar Counties. Comal and Guadalupe Counties have maintained steady growth over the last 40 years with compound annual growth rates (CAGR) around 3.5 percent. Meanwhile, Bexar County, which encompasses the City of San Antonio has maintained a slower growth rate of 1.8 percent. The City of Schertz’s population statistics begin in 1990. Between 1990 and 2010, population growth was steady with a CAGR between 3.5 and 4.5 percent. All indicators suggest that the city and regional population growth will continue in the near future. Figure 3: Historic Population Growth; City of Schertz, Comal County and Guadalupe County, and Bexar County 6,028 662,614 Land Use Assumptions Roadway Impact Fee Study Freese and Nichols, Inc. Page 8 DRAFT 91,619 - 20,000 40,000 60,000 80,000 100,000 20002002200420062008201020122014 5.0 BASE YEAR DATA This section provides information and documents the data used to derive the 2017 base year population estimate for the City of Schertz. 5.1 POPULATION GROWTH One method of predicting future growth is looking at past growth. Schertz has experienced steady growth over the past decade. Past growth trends from the U.S. Census were examined in conjunction with single family building permit data from the city (Figure 4). The city estimates a 2016 population estimate of 39,453 residents in Schertz using the U.S. Census Intercensal population data of previous years. 5.2 POPULATION GROWTH RATE A compound annual growth rate (CAGR) allows for a general assessment of growth, considering periodic increases and decreases in residential population growth coinciding with changing economic conditions. Various sources were used to derive past growth rates (Table 1). These sources indicated rates of growth between 2.6 and 4.1 percent. Based upon this data, analysis 34,452 - 5,000 10,000 15,000 20,000 25,000 30,000 35,000 40,000 20002002200420062008201020122014 Figure 4: Schertz Population Growth Trends Source Growth Building Permit (5-Year) 2.6% Building Permit (10-Year) 3.5% U.S. Census (5-Year)* 3.4% U.S. Census (10-Year)** 3.5% City Projections (Low) 2.6% City Projections (Mid) 3.4% City Projections (High) 4.1% Future Growth Projection 3.5% *CAGR Based on 2011-2016 Intercensal Data **CAGR Based on 2006-2016 Intercensal Data Table 1: Growth Rates Land Use Assumptions Roadway Impact Fee Study Freese and Nichols, Inc. Page 9 DRAFT of 10-year forecasts, and City Staff input, a 3.5 percent compound annual growth rate was determined to be an appropriate assumption for the 10-year study period. It is believed to account for periods of rapid and stable growth expected to occur in the future. This rate was recommended by the Schertz Capital Improvements Advisory Committee on May 13, 2015. 5.3 ADDITIONAL GROWTH INDICATORS Residential building permit data is also an indicator of recent growth trends. Cumulative single family residential building permits issued since 2000 are shown in Figure 5. Annual single family residential building permits are shown to the left, depicting the overall trend in annual permits. Although building permits issued decreased after 2003, the issuance has remained steady over the last few of years. From 2011 to 2016, the trend shows a rate that will maintain permit issuance and growth in the future. Local population projections shown in Table 2 indicate that growth will continue in Schertz in the future. These population projections from the Texas Water Development Board (TWDB), City of Schertz Parks Plan and City of Schertz Population Projections indicate robust growth is likely and will continue for the next 35 years. Year TWDB Parks Plan City Projections 2020 43,083 44,505 45,000 2030 57,899 57,330 60,000 2040 69,106 70,155 67,500 2050 80,370 - 75,000 Figure 5: Historic New Building Permits Table 2. Regional Growth Comparison Source: City of Schertz Building Permits Land Use Assumptions Roadway Impact Fee Study Freese and Nichols, Inc. Page 10 DRAFT 5.4 EXISTING LAND USE In any evaluation and projection of future land use patterns, a documentation of existing conditions is essential. Analysis of existing land use patterns was prepared based on Schertz’s 2013 Sector Plan and 2002 Comprehensive Plan, which includes current city limits and the ETJ. This also serves to document the present physical condition of the city with regard to any infrastructure deficiencies that may exist. Land Use Assumptions Roadway Impact Fee Study Freese and Nichols, Inc. Page 11 DRAFT 5.5 2017 EMPLOYMENT 2017 base employment was calculated using data from AAMPO. This information provided a breakout of employment by Traffic Analysis Zone (TAZ) for 2010. Figure 6 shows the location of the TAZs in each service area. For assumption purposes, these numbers were grown uniformly with specific adjustments made to TAZs to match estimates provided by the city. It is important to note that the TAZs do not follow city limits in some locations, so adjustments were made based on the locations of existing land uses and upon the percentage of each TAZ located within city limits. AAMPO employment data was categorized as basic, retail, and service (see page 6 for a description of the employment categories). Using this data, the total employment could be found for basic, retail and service businesses in each service area (SA). Table 3 details 2017 employment within Schertz’s city limits for each TAZ. Table 3. 2017 Employment by Service Area BasicRetailServiceTotal 105535929109497 106157388277938 10637540119234 11206214926237 11114910166216 11090612182 11102002 Total1,1204686182,206 105572860132920 11211,2662564902,012 1120249597102948 112218651093 11191875752701,032 11124211123338 1113245056 111829226249504 11231102637 112434362171576 11171951682752 1107083038 112522497123 11262250186258 1116835561199 11001383354225 1115166190118474 7790202 Total3,2872,4492,8518,587 7792638670 778903241 780144300174 781534030123 Total23210868408 7810000 Total0000 4,6393,0253,53711,201 SATAZ 2017 Total 2 1 3 4 Land Use Assumptions Roadway Impact Fee Study Freese and Nichols, Inc. Page 12 DRAFT Land Use Assumptions Roadway Impact Fee Study Freese and Nichols, Inc. Page 13 DRAFT 6.0 TEN-YEAR GROWTH ASSUMPTIONS Projected growth has been characterized in two forms: population and employment. A series of assumptions were made to arrive at reasonable growth rates for population and employment. The following assumptions have been made as a basis from which ten-year projections could be initiated. · Future land uses will occur based on similar trends of the past and consistent with the Future Land Use Plan Map, · The city will be able to finance the necessary improvements to accommodate growth, · School facilities will accommodate increases in population, and · Densities will be as projected in the Sector Plans. The ten-year projections are based upon the 3.5 percent growth rate discussed earlier and considers past trends of the city. This rate corresponds with the historical average growth rate and the amount of growth expected over the next ten years. Table 4 details the ten-year population projection. Table 4. Year 2017 and 2027 Service Area Population and Dwelling Units Service Area 2017 2027 Dwelling Units Population Dwelling Units Population 1 3,300 9,239 4,361 12,211 2 10,100 28,280 11,489 32,169 3 1,003 2,809 4,448 12,454 4 4 11 24 68 14,407 40,339 20,322 56,902 Land Use Assumptions Roadway Impact Fee Study Freese and Nichols, Inc. Page 14 DRAFT 6.1 POPULATION 2027 The city has experienced steady growth over the past decade. The city’s 2000 population stood at just over 18,000 residents. By the end of the decade, Schertz’s population neared 32,000 in 2010 and a current 2017 estimate of 40,339. Although population estimates from the ETJ cannot be taken into account when calculating land use assumptions, the growing population within the ETJ should be monitored as the city plans its future. Using a 3.5 percent compound annual growth rate, the projected 2027 population for the city is 56,902 (Figure 7). Figure 7: Ten-Year Population Growth Projection 3.5% CAGR Land Use Assumptions Roadway Impact Fee Study Freese and Nichols, Inc. Page 15 DRAFT Building permit calculations were derived using the U.S. Census information of 2.85 persons per household and base year population estimate. Between 2004 and 2014, the city issued an average of 377 building permits a year with the highest number of permits, 535, being issued in 2005 and the lowest number of permits, 254, issued in 2012. The city may average 581 new dwelling units a year over the next ten-year period (Table 5 and Figure 8). This average number is reflective of the type of construction which would likely occur based upon population projections and are accounting for both single-family and multi-family construction. Figure 8: Projected Dwelling Unit Estimations Year Dwelling Units New Building Permits 2017 14,154 - 2018 14,649 495 2019 15,162 513 2020 15,693 531 2021 16,242 549 2022 16,811 568 2023 17,399 588 2024 18,008 609 2025 18,638 630 2026 19,290 652 2027 19,966 675 Avg. No. of Annual Permits: 581 Table 5: Projected Dwelling Unit Estimations Land Use Assumptions Roadway Impact Fee Study Freese and Nichols, Inc. Page 16 DRAFT An additional factor affecting overall population growth within Schertz is the construction of The Crossvine, a planned development in the southern sector of Schertz east of FM 1518. The master plan for this area includes between 2,300 and 2,400 single-family homes. The City has been reviewing its Comprehensive Plan and Future Land Use Plan in the area to the west of the Crossvine. This area is south of Randolph Air Force Base and is impacted by restrictions based on the Air Impact Compatible Use Zones (AICUZ) as outlined in the Joint Base San Antonio (JBSA) Randolph Joint Land Use Study (JLUS). The recently updated JBSA Randolph JLUS recommends significantly reduced residential densities for this area. Additionally, a lack of sewer capacity and concerns about allowing septic systems on half acre lots will likely reduce densities in this area from what is designated on the Future Land Use Plan. As sewer capacity is provided to the area to the east of FM 1518 pressure for corresponding increases in densities will likely continue to be experienced. Continuing residential development pressure in the northern part of Schertz, along IH-35 as well as pressure along IH-35 from New Braunfels in the north will impact the distribution of development, resulting in population and employment growth, around the City. The Crossvine Development Source: www.thecrossvine.com Land Use Assumptions Roadway Impact Fee Study Freese and Nichols, Inc. Page 17 DRAFT 6.2 EMPLOYMENT 2027 Employment data for the year 2027 was based upon data provided by AAMPO and the City of Schertz. Data from AAMPO in the years 2025 and 2040 was used to interpolate the projected year 2027. The data was then adjusted to match growth rate and allocation expectations by the City. The 2027 employment by TAZ as listed in Table 6. It is important to note that TAZs do not follow city limits. City Staff input was received to verify employment assumptions in each TAZ regarding known or anticipated development to occur, projections of future land use needs and employee projections within each TAZ located within city limits. The employment numbers in Table 6 show the derived employment of each TAZ within Schertz’s municipal boundary. Over 5,000 jobs are forecasted to be added to the city over the ten-year planning period and represents an increase of 45 percent. This increase corresponds to an annual growth rate of 3.8 percent. Table 6. 2025 Employment by Service Area BasicRetailServiceTotal 1055800632441,107 10617401055601,405 106314973245467 11205310349205 11114133228401 11090583896 1110315149131 Total1,8147851,2133,812 10551,6232296472,499 11211,4322884932,213 1120212413197822 112280294113 11195306471911,368 111245237205487 11137105471 111839451271761 1123281028309 112426656156478 111717211494722 11070572481 1125553795187 11265374147274 1116945079223 11001233251206 1115150139124413 77931361077 Total5,0382,9963,27011,304 779728324179 7782902655 78039412142557 78110213682320 Total5973401741,111 781002020 Total002020 7,4494,1214,67716,247Total SATAZ 2027 1 2 3 4 Land Use Assumptions Roadway Impact Fee Study Freese and Nichols, Inc. Page 18 DRAFT 7.0 SUMMARY · The existing 2017 population for Schertz stands at approximately 40,339 persons, with an existing estimated employment of 11,201 jobs. · An average annual growth rate of 3.5 percent was used to calculate the Schertz ten-year growth projections. This growth rate is based upon the State Water Board Projections, the Parks Plan, City forecasts, historical U.S. Census data, as well as Building Permit information received from the City. · Ten-year (2027) population growth is forecasted to be 56,902 persons, with an employment of 16,247 jobs. Land Use Assumptions Roadway Impact Fee Study Freese and Nichols, Inc. Page 19 DRAFT Table 7. Land Use Assumptions 2017-2027 Summary 20172027 Total Increase Annual Growth Rate Population Schertz Total 40,33956,90216,5633.5% Service Area 19,23912,2112,9722.8% Service Area 228,28032,1693,8891.3% Service Area 32,80912,4549,64516.1% Service Area 411685720.0% Dwelling Units Schertz Total 14,40720,3225,9153.5% Service Area 13,3004,3611,0612.8% Service Area 210,10011,4891,3891.3% Service Area 31,0034,4483,44516.1% Service Area 44242020.0% Employment Schertz Total 11,20116,2475,0463.8% Service Area 12,2063,8121,6065.6% Basic1,1201,8146944.9% Retail4687853175.3% Service6181,2135957.0% Service Area 28,58711,3042,7172.8% Basic3,2875,0381,7514.4% Retail2,4492,9965472.0% Service2,8513,2704191.4% Service Area 34081,11170310.5% Basic2325973659.9% Retail10834023212.2% Service681741069.9% Service Area 402020- Basic000- Retail000- Service02020- SCHERTZ ROADWAY IMPACT FEE CAPITAL IMPROVEMENTS PLAN DRAFT REPORT Prepared for: City of Schertz October 2017 Prepared by: FREESE AND NICHOLS, INC. 2711 North Haskell Avenue, Suite 3300 Dallas, Texas 75204 Capital Improvements Plan Roadway Impact Fee Study Freese and Nichols, Inc. Page 1 DRAFT TABLE OF CONTENTS 1.0 INTRODUCTION ......................................................................................................................................... 2 1.1 Capital Improvements Plan Elements ........................................................................................... 2 2.0 METHODOLOGY ......................................................................................................................................... 3 3.0 ROADWAY SERVICE AREAS .................................................................................................................. 4 4.0 EXISTING CONDITIONS ANALYSIS..................................................................................................... 4 4.1 Existing Volumes ................................................................................................................................... 6 4.2 Vehicle-Miles of Existing Capacity Supply ................................................................................... 6 4.3 Vehicle-Miles of Existing Demand .................................................................................................. 6 4.4 Vehicle-Miles of Existing Excess Capacity and Deficiencies ................................................. 7 5.0 GROWTH PROJECTIONS ......................................................................................................................... 7 5.1 Projected Vehicle-Miles of New Demand ..................................................................................... 9 6.0 CAPITAL IMPROVEMENTS PLAN ....................................................................................................... 9 6.1 Eligible Projects .................................................................................................................................. 10 6.2 Eligible Costs ........................................................................................................................................ 10 6.3 Impact Fee CIP ..................................................................................................................................... 12 APPENDIX ............................................................................................................................................................. 17 Capital Improvements Plan Roadway Impact Fee Study Freese and Nichols, Inc. Page 2 DRAFT 1.0 INTRODUCTION Chapter 395 of the Texas Local Government Code prescribes the process by which cities in Texas must formulate development impact fees. Legislative mandate requires that a capital improvements plan (CIP) be prepared that addresses long-term growth and that such plan be approved by the governing body prior to a public hearing for the consideration of imposing an impact fee. This report details the development of the impact fee CIP. As a funding mechanism for roadway improvements, impact fees allow cities to recover the costs associated with new facilities or expansions in order to serve future development. Legislatively, roadway impact fees may consider arterial and collector status roads on the City’s official Master Thoroughfare Plan. Statutory requirements mandate that impact fees be based on a specific list of improvements identified in the program and only the cost attributed (and necessitated) by new growth over a ten-year period may be considered. As projects in the program are completed, planned costs are updated with actual costs to more accurately reflect the capital expenditure of the program. Additionally, new capital improvement projects may be added to the program. 1.1 CAPITAL IMPROVEMENTS PLAN ELEMENTS This report contains the following components: • Methodology - Explanation of the general methodology used to prepare the capital improvements plan. • Service Area Structure - Explanation and division of the City into impact fee service areas for roadway facilities. • Existing Conditions Analysis – Analysis of the existing roadway system; its carrying capacity, current utilization, and deficiencies. • Growth Projections – Development of growth projections to occur over the ten-year planning period by service area. • Capital Improvements Plan – Description of the capital improvements plan and costing. Capital Improvements Plan Roadway Impact Fee Study Freese and Nichols, Inc. Page 3 DRAFT 2.0 METHODOLOGY The impact fee capital improvements plan is predicated on community growth forecasted over a ten-year planning period. The Land Use Assumptions (LUA) Report, prepared as part of this study process, serves as the basis for the determination of “growth attributable to new development”. The LUA examines growth in terms of population and employment, and are based on recent trends the city has experienced since the early 2000s and reflect the changing dynamics of residential and non-residential growth in the city. Information contained in the report is based upon analysis of data from the U.S. Census, regional and local growth trends, housing permits and known/anticipated development from recent city approvals. These land use assumptions serve as a key component from which impact fees are calculated. For the formulation of the capital improvements plan, a series of work tasks were undertaken and are described below. 1. Meetings were held with City Staff to discuss impact fee methodology, project criteria and eligibility, and cost eligibility for consideration in the study. 2. Roadway service areas were developed to ensure conformity with legislative mandate, as well as amended to allow for city annexations. 3. Vehicle-miles of travel (VMT) in the PM peak hour was identified as the service unit of measure for analyses and impact fee calculations. 4. A roadway inventory was conducted to document lane geometrics, roadway functional classification, and system capacity. Traffic volume count data were collected in May 2015 to determine roadway utilization, and if any capacity deficiencies exist within each impact fee service area. Traffic volume counts were conducted at 30 locations throughout the city. 5. Projected 10-year growth was calculated for service areas based on land use assumptions (projections of population and employment growth) and translated into residential, office, commercial and industrial VMT using service unit equivalencies. Trip rate data was obtained from Trip Generation, Ninth Edition by the Institute of Transportation Engineers, and trip length statistics for Schertz were obtained from the travel demand model used in the 2017 Schertz Master Thoroughfare Plan Study. 6. A capital improvements plan to address projected growth was developed and separated by service area. Capital Improvements Plan Roadway Impact Fee Study Freese and Nichols, Inc. Page 4 DRAFT 3.0 ROADWAY SERVICE AREAS Service areas are required by State Law to define an area to be served by impact fee capital improvements. Legislative requirements stipulate that roadway service areas be limited to a six-mile maximum and must be located within the current city limits. The result is that, for roadways, new development can only be assessed an impact fee based on the cost of necessary capital improvements within that service area and within city limits. A service area structure consisting of four zones has been developed for Schertz and correlates with the current corporate boundaries, as depicted in Figure 1. 4.0 EXISTING CONDITIONS ANALYSIS An inventory of major roadways that are designated as arterial and/or collector facilities on the Master Thoroughfare Plan was conducted to determine: 1) capacity provided by the existing roadway system, 2) the demand currently placed on the system, and 3) the potential existence of deficiencies on the system. Any deficiencies found to occur will be carried over in the impact fee calculations (netting out capacity made available by the CIP). Data for the inventory was obtained from the Master Thoroughfare Plan, field reconnaissance, and peak hour traffic volume count data. The roadways were divided into segments based on changes in lane configuration, major intersections, city limits or area development that may influence roadway characteristics. For the assessment of individual segments, lane capacities were assigned to each segment based on roadway functional class defined by the Master Thoroughfare Plan and type of existing cross-section, as listed in Table 1. Roadway hourly volume capacities are based on general carrying capacity values and reflect level-of-service (LOS) “D” operation based upon generally accepted capacities as defined in AAMPO planning references, which has been identified as the minimum acceptable traffic operational condition by cities. Capital Improvements Plan Roadway Impact Fee Study Freese and Nichols, Inc. Page 5 DRAFT Capital Improvements Plan Roadway Impact Fee Study Freese and Nichols, Inc. Page 6 DRAFT TABLE 1. ROADWAY FACILITY VEHICLE-MILE LANE CAPACITIES Roadway Facility Functional Classification Designation Hourly Vehicle-mile Capacity per Lane Mile of Roadway Facility Divided Arterial* DA 675 Divided Collector* DC 550 Undivided Arterial UA 625 Undivided Collector UC 500 *Facilities with a two-way left turn lane (TWLTL) treated as a divided facility and marked with a Special Arterial (SA) or Special Collector (SC) designation. 4.1 EXISTING VOLUMES Existing directional PM peak hour volumes were obtained from automated traffic counts conducted in May 2015. Automated traffic counts at 30 separate locations were collected on major roadways throughout the city. In an effort to minimize the total number of counts, data was collected at locations where traffic volumes would typify link volumes on the major segments within the immediate area. For segments not counted, existing volumes were used or estimates were developed based on data from adjoining roadway counts. This data was compiled for roadway segments throughout the city and entered into the database for use in calculations. A summary of volumes by roadway segment is included in the Appendix A as part of the existing capital improvements database. 4.2 VEHICLE-MILES OF EXISTING CAPACITY SUPPLY An analysis of the total capacity for each service area was performed. For each roadway segment, the existing vehicle-miles of capacity supplied were calculated using the following: Vehicle-Miles of Capacity = Link capacity per peak hour per lane x No. of Lanes x Length of segment (miles) A summary of the current capacity available on the roadway system by service area is detailed below. 4.3 VEHICLE-MILES OF EXISTING DEMAND The level of current usage in terms of vehicle-miles was calculated for each roadway segment. The vehicle- miles of existing demand were calculated by the following equation: Vehicle-Miles of Demand = PM peak hour volume x Length of segment (miles) The total vehicle-miles of demand by service area is also listed below. Capital Improvements Plan Roadway Impact Fee Study Freese and Nichols, Inc. Page 7 DRAFT 4.4 VEHICLE-MILES OF EXISTING EXCESS CAPACITY AND DEFICIENCIES For each roadway segment, the existing vehicle-miles of excess capacity and/or deficiencies were calculated and are listed in Table 2. Each direction was evaluated to determine if vehicle demands exceeded the available capacity. If demand exceeded capacity in one or both directions, the deficiency is deducted from the supply associated with the impact fee capital improvement plan. A summary of peak hour excess capacity and deficiencies is also shown in the table. Any deficiencies identified under current operations will be carried over to the impact fee calculation. A detailed listing of existing excess capacity and deficiencies by roadway segment is also located in the Appendix A. TABLE 2. PEAK HOUR VEHICLE-MILES OF EXISTING CAPACITY, DEMAND, EXCESS CAPACITY AND DEFICIENCIES Service Area Capacity Demand Excess Capacity Existing Deficiencies 1 12,708 2,938 10,047 277 2 37,321 20,846 16,690 215 3 15,917 7,479 9,067 629 4 1,478 130 1,348 0 Total 67,424 31,393 37,151 1,121 5.0 GROWTH PROJECTIONS The projected growth for the roadway service area is represented by the increase in the number of new vehicle-miles of demand generated over the 10-year planning period. The basis for the calculation of new demand is the population and employment projections that were prepared as part of the Schertz Land Use Assumptions (LUA) Report for Impact Fees dated October 2017 by Freese and Nichols with a growth rate approved by the Schertz CIAC on May 13, 2015. Estimates of population and employment were prepared for the years 2017 and 2027. Population data was provided in terms of the number of dwelling units and persons. Employment data was broken into three classes of employees that include basic, retail and service, comprising a variety of employment groupings. Basic employment generally encompasses the industrial and manufacturing uses; retail employment includes commercial and retail uses; and service employment generally encompasses government and office uses. A summary of the projected growth is summarized below. Capital Improvements Plan Roadway Impact Fee Study Freese and Nichols, Inc. Page 8 DRAFT TABLE 3. PROJECTED 10-YEAR DEMOGRAPHIC GROWTH SUMMARY Source: FNI; October 2017 Land Use Assumptions Report Capital Improvements Plan Roadway Impact Fee Study Freese and Nichols, Inc. Page 9 DRAFT 5.1 PROJECTED VEHICLE-MILES OF NEW DEMAND Projected vehicle-miles of demand were calculated based on the net growth expected to occur over the 10-year planning period, and on the associated service unit generation for each of the population and employment data components (basic, service and retail). Separate calculations were performed for each data component and were then aggregated for each service area. Vehicle-miles of demand for population growth were based on dwelling units (residential). Vehicle-miles of demand for employment were based on the number of employees, and then converted to square footage of building space using estimates of square footage per employee for industrial, office and retail uses. The 10-year projected vehicle-miles of demand by service area are summarized in Table 4. The Appendix B details the derivation of the projected demand calculations. TABLE 4. 10-YEAR PROJECTED SERVICE UNITS OF DEMAND Service Area Projected 10-Year Growth (Vehicle-Miles) 1 10,461 2 17,905 3 14,918 4 124 Total 43,408 6.0 CAPITAL IMPROVEMENTS PLAN The impact fee CIP is aimed at facilitating long-term growth in Schertz. The City has identified the City- funded transportation projects needed to accommodate the projected growth within the City. The CIP for Roadway Impact Fees is made up of: • Recently completed projects with excess capacity available to serve new growth; • Projects currently under construction; and • Remaining projects needed to complete the City’s Master Thoroughfare Plan. All arterial and collector facilities in the currently adopted Master Thoroughfare Plan not to the ultimate build-out were included in the impact fee CIP to provide flexibility in the development of the community due to currently rapid rates of development. The only exception is the FM 3009 extension which was excluded due to the high cost and undetermined scope and timing of the project. Capital Improvements Plan Roadway Impact Fee Study Freese and Nichols, Inc. Page 10 DRAFT Subsequent to this report on the development of the impact fee CIP, the final report will detail project cost per service unit, the cost attributable to new development, and service area cost per service unit. 6.1 ELIGIBLE PROJECTS Legislative mandate stipulates that the impact fee CIP contain only those roadways which are included on the City’s official Master Thoroughfare Plan that are classified as arterial or collector status facilities. Impact fee legislation also allows for the recoupment of costs for previously constructed facilities and projects currently under construction; however, after consideration, none of the projects were included for recoupment. All of these projects conform to the Master Thoroughfare Plan requirements and will consider only the costs incurred by the City for facility implementation. 6.2 ELIGIBLE COSTS In general, those costs associated with the design, right-of-way acquisition, and construction and financing of all items necessary to implement the roadway projects identified in the capital improvements plan are eligible. These estimates are based on the ultimate roadway section identified by functional classification in the 2017 Master Thoroughfare Plan Report with an excerpt of these assumed sections in the Appendix E. It is important to note that upon completion of the capital improvements identified in the CIP, the city must recalculate the impact fee using the actual costs and make refunds if the actual cost is less than the impact fee paid by greater than 10 percent. To prevent this situation, conservative (low) estimates of project cost are considered. Chapter 395.012 identifies roadway costs eligible for impact fee recovery. The law states that: “An impact fee may be imposed only to pay the cost of constructing capital improvements for facility expansions, including and limited to the construction contract price, surveying and engineering fees, land acquisition costs, including land purchases, court awards and costs, attorney fees, and expert witness fees; and fees actually paid or contracted to be paid to an independent qualified engineer or financial consultant preparing or updating the capital improvements plan who is not an employee of the political subdivision.” “Projected interest charges and other finance costs may be included in determining the amount of impact fees only if the impact fees are used for the payment of principal and interest on bonds, notes, or other obligations issued by or on behalf of the political subdivision to finance the capital improvements or facility expansions identified in the capital improvements plan and are not used Capital Improvements Plan Roadway Impact Fee Study Freese and Nichols, Inc. Page 11 DRAFT to reimburse bond funds expended for facilities that are not identified in the capital improvements plan.” The following details the individual cost components of the impact fee CIP. Construction: Construction costs include those costs which are normally associated with construction, including: paving, dirt work (including sub-grade preparation, embankment fill and excavation), clearing and grubbing, retaining walls or other slope protection measures, and general drainage items which are necessary in order to build the roadway and allow the roadway to fulfill its vehicle carrying capability. Individual items may include; bridges, culverts, inlets and storm sewers, junction boxes, manholes, curbs and/or gutters, and channel linings and other erosion protection appurtenances. Other items included in cost estimates may include: sidewalks, traffic control devices at select locations (initial cost only), ancillary adjustments to existing utilities, and minimal sodding/landscaping. Engineering: These are the costs associated with the design and surveying necessary to construct the roadway. Because the law specifically references fees, it has generally been understood that in-house City design and surveying cannot be included. Only those services that are contracted out can be included and it may be necessary to use outside design and surveying firms to perform the work. For planned projects, a percentage based on typical engineering contracts was used to estimate these fees. Right-of-Way: Any land acquisition cost estimated to be necessary to construct a roadway can be included in the cost estimate. For planning purposes, only the additional amount of land needed to bring a roadway right-of-way to thoroughfare standard was considered. For example, if a 120’ right-of-way for an arterial road was needed and 80’ of right-of-way currently existed, only 40’ would be considered in the acquisition cost. The cost for right-of-way may vary based on location of project and will be based on data from the most current County Appraisal District data. Debt Service: Predicted interest charges and finance costs may be included in determining the amount of impact fees only if the impact fees are used for the payment of principle and interest on bonds, notes, or other obligations issued by the city to finance capital improvements identified in the impact fee capital improvements plans. They cannot be used to reimburse bond funds for Capital Improvements Plan Roadway Impact Fee Study Freese and Nichols, Inc. Page 12 DRAFT other facilities. This cost will be determined through a Finance Study and incorporated in the final impact fee cost per service unit calculation. Previous Assessments: The cost for any previous assessments collected by the City on projects identified on the impact fee CIP must be removed from program consideration. As this is a new impact fee program, there are no previous assessments to consider in the initial calculation. Study Updates: The fees paid or contracted to be paid to an independent qualified engineer or financial consultant preparing or updating the capital improvements plan who is not an employee of the political subdivision can be included in the impact fees. Only the cost necessitated by new development will be considered for impact fee consideration. For example, if only 60% of the capacity provided by the impact fee CIP is needed over the ten-year window, then only 60% of the cost associated with those facilities will be considered. This can be seen in Service Area 1 as another example, where net capacity supplied by the CIP is 42,592 vehicle-miles (Table 5) while the projected demand is 10,461 vehicle-miles (Table 4). Therefore, only the portion of cost attributed to the projected demand, 24.6 percent, is considered in the impact fee cost per service unit calculation in the next phase of the study’s Impact Fee Report. This calculation is shown for each service area in Table 6. 6.3 IMPACT FEE CIP The proposed CIP consists of 71 project segments over the four service areas and entail the buildout of the full Master Thoroughfare Plan network, as seen in Figure 2. By including the full network, there is flexibility in the impact fee program funds to adapt to development needs and ensure credit is given to developers building thoroughfare roadways. The capacity and net capacity provided by the proposed CIP is summarized below in Table 5. Net capacity provided by the proposed CIP takes into consideration current traffic on CIP roads and any deficiencies from the existing conditions analysis described in Section 4 of this report. A detailed listing by project of capacity supplied can be found in the Appendix C. Capital Improvements Plan Roadway Impact Fee Study Freese and Nichols, Inc. Page 13 DRAFT TABLE 5. CAPACITY AND NET CAPACITY PROVIDED BY THE PROPOSED CIP A B C = A – B D E = C – D Service Area Capacity Supplied by CIP (veh-mi) Existing Utilization (veh-mi) Excess Capacity (veh-mi) Existing Deficiencies (veh-mi) Net Capacity Supplied by CIP (veh-mi) 1 45,617 2,747 42,870 277 42,592 2 25,210 6,998 18,212 215 17,996 3 46,511 7,305 39,206 629 38,577 4 3,359 130 3,229 0 3,229 Total 120,696 17,181 103,515 1,121 102,394 A comparison of net capacity provided by the proposed CIP relative to 10-year needs (developed in Section 5) is listed below in Table 6. An analysis reveals an adequately matched overall impact fee CIP program to address growth attributable to new development. TABLE 6. PROJECTED DEMAND AND NET CAPACITY PROVIDED BY THE PROPOSED CIP A B B / A (Max 100%) Service Area Net Capacity Supplied by CIP (veh-mi) Projected 10-Year Growth (Vehicle-Miles) Pcnt. Of CIP Attributable to New Dev. (10-Yr.) 1 42,592 10,461 24.6 2 17,996 17,905 99.5 3 38,577 14,918 38.7 4 3,229 124 3.8 Total 102,394 43,408 42.4 Project costs were developed based on unit cost estimates compiled by Freese and Nichols. Individual project costs were developed for engineering, right-of-way, and construction, as found in the Appendix D. Each roadway segment uses the Master Thoroughfare Plan’s defined functional classification to determine the ultimate roadway standard for each link. Additionally, impact fee study update costs were attributed to the project costs. For recently completed projects, actual costs must be input to meet legislative mandates, but no completed projects were included in this initial impact fee program. The cost for the preliminary IFCIP program totals approximately $230.4 million, excluding debt service. Debt service costs will be determined in the Finance Study as part of the cost per service unit calculation analysis. Figure 2 and Table 7 illustrate and list the capital improvement projects and their associated total cost for the impact fee program. Capital Improvements Plan Roadway Impact Fee Study Freese and Nichols, Inc. Page 14 DRAFT Capital Improvements Plan Roadway Impact Fee Study Freese and Nichols, Inc. Page 15 DRAFT f TABLE 7. IMPACT FEE CIP LISTING Serv Project Project Length No. of Type Thoroughfare Plan Pct. in Total Project Area No.Roadway From To Status (mi)Lanes Rdwy Description Serv. Area Cost5280 1 1 FM 2252 IH 35 FM 482 New 0.32 4 DA Principal Arterial 100%$1,566,800 1 2 FM 2252 FM 482 Railroad Tracks New 0.64 4 DA Secondary Arterial 100%$3,146,000 1/X 3 FM 2252 Railroad Tracks N City Limits New 0.22 4 DA Secondary Arterial 50%$509,850 1/2 4 N/S Connector (1)IH 35 Railroad Tracks New 1.25 4 DA Secondary Arterial 50%$3,202,650 1 5 E/W Connector (1)N/S Connector (1)FM 2252 New 0.99 4 DA Secondary Arterial 100%$5,513,000 1 6 E/W Connector (2)N/S Connector (1)FM 2252 New 0.99 2 UC Commercial Collector B 100%$4,269,000 1 7 FM 482 FM 2252 Hubertus Rd New 1.05 4 DA Principal Arterial 100%$5,456,100 1 8 FM 482 Hubertus Rd Railroad Tracks New 1.00 4 DA Principal Arterial 100%$5,147,800 1 9 FM 482 800' W of Friesenhahn Friesenhahn Ln New 0.15 4 DA Principal Arterial 100%$754,100 1/X 10 FM 482 Friesenhahn Ln Schwab Rd New 0.59 4 DA Principal Arterial 50%$1,530,000 1 11 FM 482 Schwab Rd E City Limits New 1.20 4 DA Principal Arterial 100%$6,205,500 1 12 Hubertus Rd IH 35 FM 482 New 0.57 4 DA Principal Arterial 100%$2,855,700 1 13 Hubertus Rd FM 482 N City Limits New 0.30 4 DA Principal Arterial 100%$1,572,300 1 14 Friesenhahn Ln IH 35 FM 482 New 0.72 3 SC Commercial Collector A 100%$1,343,600 1 15 Schwab Rd IH 35 FM 482 New 0.63 6 DA Principal Arterial 100%$4,374,700 1 16 E/W Connector (3)Hubertus Rd David Lack Blvd New 1.59 3 SC Commercial Collector A 100%$6,110,000 1 17 Eckhardt Rd Froboese Ln Green Valley Rd New 1.11 2 UC Residential Collector 100%$3,727,100 1 18 Schwab Rd IH 35 S City Limits New 1.14 4 DA Secondary Arterial 100%$5,680,700 1 19 Froboese Ln Schwab Rd Eckhardt Rd New 0.57 2 UC Residential Collector 100%$2,030,400 1 20 Froboese Ln 2200' E of Eckhardt E City Limits New 0.26 2 UC Residential Collector 100%$890,000 1 21 Green Valley Rd W City Limits E City Limits New 0.87 4 DA Secondary Arterial 100%$4,199,500 1 22 Homestead Pkwy End Ex Homestead Pkwy S City Limits New 0.33 2 UC Residential Collector 100%$1,178,500 1 23 Country Club Blvd Scenic Links S City Limits New 0.35 2 UC Residential Collector 100%$1,257,100 1 24 E/W Connector (4)Country Club Blvd Schwab Rd New 1.17 2 UC Residential Collector 100%$4,051,200 1 25 E/W Connector (4)Schwab Rd Eckhardt Rd New 0.45 2 UC Residential Collector 100%$1,602,000 1 26 FM 1103 IH 35 Old Wiederstein Rd New 0.70 4 DA Principal Arterial 100%$2,000,000 1 27 N/S Connector (1)IH 35 Old Wiederstein Rd New 0.55 4 DA Secondary Arterial 100%$2,667,000 1 28 N/S Connector (2)IH 35 Old Wiederstein Rd New 0.73 4 DA Secondary Arterial 100%$3,635,700 1 29 E/W Connector (5)N/S Connector (1)FM 1103 New 2.00 2 UC Residential Collector 100%$7,097,200 1/X 30 Old Wiederstein Rd N/S Connector (1)Cherry Tree Dr New 2.17 4 DA Secondary Arterial 50%$5,143,600 Sub-total SA 1 24.62 $98,717,1005280 2 31 Doerr Ln N City Limits Lookout Rd New 0.91 3 SC Commercial Collector A 100%$3,249,900 2/1 4 N/S Connector (1)IH 35 Railroad Tracks New 1.25 4 DA Secondary Arterial 50%$3,130,900 2 32 E/W Connector (2)FM 3009 N/S Connector (1)New 0.81 2 UC Commercial Collector B 100%$3,386,200 2 33 E/W Connector (6)FM 3009 N/S Connector (1)New 0.81 2 UC Commercial Collector B 100%$3,386,100 2 34 Mid-Cities Pkwy IH 35 FM 3009 New 0.98 3 SC Commercial Collector A 100%$3,293,700 2 35 E/W Connector (1)FM 3009 N/S Connector (1)New 0.81 4 DA Secondary Arterial 100%$4,190,900 2 36 E/W Connector (7)W City Limits Doerr Ln New 0.65 3 SC Commercial Collector A 100%$2,231,100 2 37 Lookout Rd Tri-County Pkwy Schertz Pkwy New 0.74 3 SC Commercial Collector A 100%$2,743,600 2 38 Four Oaks Ln End of Ex .Four Oaks Ln N/S Connector (1)New 0.54 3 SC Commercial Collector A 100%$1,977,300 2 39 Wiederstein Rd E City Limits FM 3009 New 0.64 4 DA Secondary Arterial 100%$3,079,800 2 40 Wiederstein Rd Schertz Pkwy W City Limits New 0.41 2 UC Residential Collector 100%$1,294,700 2 41 Baptist Health Dr Ripps-Kreusler Wiederstein Rd New 0.27 3 SC Commercial Collector A 100%$992,900 2 42 Ripps-Kreusler Baptist Health Dr End of Ripps Kreusler New 0.22 3 SC Commercial Collector A 100%$803,900 2 43 Maske Rd FM 1518 Oak St New 0.54 3 SC Commercial Collector A 100%$1,827,600 2 44 Maske Rd Realignment Oak St Schertz Pkwy New 0.88 2 UC Residential Collector 100%$3,645,200 2 45 FM 1518/Main St Maske Rd Oak St New 1.30 3 SA Secondary Arterial 100%$4,494,500 2 46 FM 1518 N City Limits SA 3 Limit New 0.36 6 DA Principal Arterial 100%$436,300 2/3 47 FM 1518 SA 3 Limit Schertz Pkwy Ext.New 0.39 6 DA Principal Arterial 50%$222,650 2 48 FM 78/John Peterson Blvd W City Limits E City Limits New 1.81 6 DA Principal Arterial 100%$2,683,780 Sub-total SA 2 14.34 $47,071,030 Capital Improvements Plan Roadway Impact Fee Study Freese and Nichols, Inc. Page 16 DRAFT TABLE 7. IMPACT FEE CIP LISTING (CONTINUED) Serv Project Project Length No. of Type Thoroughfare Plan Pct. in Total Project Area No.Roadway From To Status (mi)Lanes Rdwy Description Serv. Area Cost5280 3/2 47 FM 1518 SA 2 Limit Schertz Pkwy Ext.New 0.39 6 DA Principal Arterial 50%$222,650 3 49 FM 1518 Schertz Pkwy Ext.IH 10 New 4.09 6 DA Principal Arterial 100%$5,165,000 3 50 Schaefer Rd W City Limits FM 1518 New 0.48 2 UC Residential Collector 100%$1,536,700 3/X 51 RAF - Burnette Schaefer Rd E City Limits New 0.55 4 DA Secondary Arterial 50%$1,279,500 3/X 52 Lower Seguin Rd W City Limits E of Tates Dr New 0.35 3 SA Secondary Rural Arterial 50%$686,450 3 53 Lower Seguin Rd E of Tates Dr W of Canopy Bend New 1.76 3 SA Secondary Rural Arterial 100%$6,998,900 3 54 Lower Seguin Rd W of Canopy Bend E City Limits New 1.72 4 DA Secondary Arterial 100%$7,860,400 3 55 N/S Connector (3)N City Limits S City Limits New 0.15 4 DA Principal Arterial 100%$764,000 3 56 N/S Connector (3)N City Limits S City Limits New 0.27 4 DA Principal Arterial 100%$1,380,400 3 57 N/S Connector (4)N City Limits S City Limits New 0.26 2 UC Residential Collector 100%$894,600 3 58 N/S Connector (4)N City Limits S City Limits New 0.21 2 UC Residential Collector 100%$725,000 3/X 59 W Ware Seguin Rd W City Limits Boeing Dr New 0.57 2 UC Residential Collector 50%$900,550 3 60 W Ware Seguin Rd Boeing Dr N/S Connector (5)New 0.67 2 UC Residential Collector 100%$2,236,900 3 61 N/S Connector (5)Lower Seguin Rd W Ware Seguin Rd New 1.10 2 UC Residential Collector 100%$3,780,500 3 62 N/S Connector (5)W Ware Seguin Rd E Ware Seguin Rd New 0.93 2 UC Residential Collector 100%$3,227,400 3 63 Trainer Hale Rd (N/S)Weir Rd IH 10 New 1.66 4 DA Principal Arterial 100%$8,020,500 3 64 Trainer Hale Rd (E/W)FM 1518 Trainer Hale Rd (N/S)New 1.51 4 DA Secondary Arterial 100%$7,710,300 3 65 Ware Seguin Rd Graytown Rd N/S Connector (5)New 1.35 3 SA Secondary Rural Arterial 100%$4,736,300 3 66 E Ware Seguin Rd N/S Connector (5)FM 1518 New 1.41 3 SA Secondary Rural Arterial 100%$4,739,900 3/4 67 Graytown Rd Boeing Dr IH 10 New 1.11 3 SA Secondary Rural Arterial 50%$2,000,600 3 68 N/S Connector (6)Ware Seguin Rd IH 10 New 0.47 3 SC Commercial Collector A 100%$1,712,600 3 69 E/W Connector (8)IH 10 E City Limits New 2.33 3 SC Commercial Collector A 100%$8,482,300 Sub-total SA 3 23.33 $75,061,450 4/3 67 Graytown Rd Boeing Dr IH 10 New 1.11 3 SA Secondary Rural Arterial 50%$2,000,600 4 70 Binz-Engleman Rd W City Limits Graytown Rd New 1.30 3 SA Secondary Rural Arterial 100%$4,667,000 4 71 Scenic Lake Dr Binz-Engleman Rd IH 10 New 0.77 3 SC Commercial Collector A 100%$2,777,400 Sub-total SA 4 3.19 $9,445,000 Totals:65.48 $230,294,580 Totals:Engineering Cost Right-of-Way Cost Construction Cost TOTAL NET COST Future Impact Fee Update Cost* TOTAL IMPLEMENTATION COST Notes: DA- Divided arterial Recoup- Recoupment Project SA- Special arterial (with two way left turn lane)New - New Project SC- Special collector (with two way left turn lane)+Cost for (2) 5 year updates UC- Undivided collector */X indcates roadway half in/half out of City Limits */* indicates roadway split between two service areas $14,232,150 $10,744,100 $205,318,330 $230,394,580 $230,294,580 $100,000 DRAFT APPENDIX DRAFT Appendix A: Existing Conditions Analysis DRAFT Schertz Roadway Impact Fee Study Existing Capital Improvements Analysis A B C D A x B x C A x D Serv Length No. of Lane Pct. in VMT Supply VMT Demand Total VMT Total VMT Area Roadway From To (mi)Lanes Type CapacityServ. Area A B Total Pk Hr Total Pk Hr Total Excess Capacity Deficiency 1 FM 2252 IH 35 Railroad Tracks 0.87 2 UA 625 100%73 250 323 1084 280 804 0 1/X FM 2252 Railroad Tracks N City Limits 0.22 2 UA 625 50%0 250 250 138 55 83 0 1 FM 482 FM 2252 Hubertus Rd 1.05 2 UA 625 100%46 52 98 1315 103 1212 0 1 FM 482 Hubertus Rd Railroad Tracks 1.00 2 UA 625 100%46 52 98 1252 98 1154 0 1 FM 482 Railroad Tracks Friesenhahn Ln 0.18 2 UA 625 100%46 52 98 222 17 204 0 1/X FM 482 Friesenhahn Ln E City Limits 0.59 2 UA 625 50%46 0 46 369 27 342 0 1 Hubertus Rd IH 35 FM 482 0.57 2 UA 625 100%30 57 87 708 49 659 0 1 Friesenhahn Ln IH 35 FM 482 0.72 2 UC 500 100%50 50 100 717 72 645 0 1 Schwab Rd IH 35 Railroad Tracks 0.53 3 SA 675 100%120 315 435 721 232 489 0 1 Eckhardt Rd IH 35 S City Limits 1.17 2 UA 625 100%19 11 30 1466 35 1431 0 1 Schwab Rd IH 35 End of Schwab Rd 0.36 2 UA 625 100%3 2 5 454 2 452 0 1 Country Club Blvd IH 35 Northcliffe Golf Club 0.46 2 DC 550 100%50 50 100 507 46 461 0 1 Country Club Blvd Northcliffe Golf Club End of Ex Country Club Blvd 0.39 2 DC 550 100%50 50 100 434 39 395 0 1 FM 1103 IH 35 Old Wiederstein Rd 0.70 2 UA 625 100%590 1020 1610 877 1129 25 277 1 Belmont Pkwy IH 35 Old Wiederstein Rd 0.74 2 UC 500 100%20 20 40 739 30 710 0 1/X Old Wiederstein Rd Cibolo Valley Dr Cherry Tree Dr 2.17 2 UA 625 50%0 177 177 1356 384 972 0 1/X Wiederestein Rd IH 35 Old Wiederstein Rd 0.56 2 UA 625 50%607 0 607 348 338 10 0 Sub-Total 12.29 12,708 2,938 10,047 277 2 FM 3009 N City Limits IH 35 1.62 4 DA 675 100%1010 900 1910 4368 3090 1278 0 2 Doerr Ln Bell N Dr Lookout Rd 0.91 2 UC 500 100%50 50 100 913 91 822 0 2 Lookout Rd Doerr Ln Schertz Pkwy 0.62 2 UC 500 100%133 219 352 623 219 404 0 2 Four Oaks Ln FM 3009 End of Four Oaks Ln 0.33 2 UC 500 100%20 20 40 328 13 315 0 2/X Schertz Pkwy Lookout Rd N of IH 35 0.51 2 UA 625 50%50 0 50 321 26 295 0 2 Schertz Pkwy N of IH 35 IH 35 0.23 2 UA 625 100%50 50 100 290 23 267 0 2 Schertz Pkwy IH 35 FM 78/John Peterson Blvd 3.14 4 DA 675 100%712 753 1465 8471 4596 3875 0 2 FM 3009 IH 35 S of Woodland Oaks Dr 1.53 5 SA 675 100%869 980 1849 4129 2828 1301 0 2/X FM 3009 S of Woodland Oaks Dr Live Oak Rd 0.47 5 SA 675 50%0 980 980 640 465 175 0 2 FM 3009 Live Oak Rd FM 78/John Peterson Blvd 1.16 5 SA 675 100%869 980 1849 3124 2140 985 0 2 Wiederstein Rd FM 3009 W City Limits 1.45 2 UC 500 100%100 100 200 1449 290 1159 0 2 Savannah Dr Schertz Pkwy W City Limits 0.90 2 UC 500 100%50 50 100 905 90 814 0 2 Live Oak Rd Schertz Pkwy FM 3009 0.86 2 UC 500 100%100 100 200 858 172 686 0 2 Maske Rd FM 1518 Schertz Pkwy 1.23 2 UC 500 100%97 105 202 1225 247 978 0 2 Borgfeld Rd FM 3009 E City Limits 0.43 4 UC 500 100%509 423 932 859 400 459 0 2 FM 1518/Main St Maske Rd Oak St 1.30 2 UA 625 100%397 351 748 1623 971 652 0 2 FM 1518/Main St Oak St Aviation Blvd 0.24 4 UA 625 100%351 397 748 600 179 420 0 2 FM 1518/Main St Aviation Blvd FM 78/John Peterson Blvd 0.29 2 UA 625 100%351 397 748 366 219 147 0 2 FM 1518 N City Limits SA 3 Limit 0.36 2 UA 625 100%755 508 1263 452 457 42 47 2/3 FM 1518 SA 3 Limit Schertz Pkwy Ext.0.39 2 UA 625 50%755 0 755 245 296 0 51 2 Aviation Blvd W City Limits FM 1518 0.53 2 UA 625 100%613 438 1051 659 554 105 0 2 FM 78/John Peterson BlvdCibolo Creek Schertz Pkwy 0.67 5 SA 675 100%1525 1096 2621 1809 1756 170 117 2 FM 78/John Peterson BlvdSchertz Pkwy E City Limits 1.14 5 SA 675 100%998 520 1518 3065 1723 1342 0 Sub-Total 20.31 37,321 20,846 16,690 215 3/2 FM 1518 SA 2 Limit Schertz Pkwy Ext.0.39 2 UA 625 50%0 508 508 245 199 46 0 3 FM 1518 Schertz Pkwy Ext.Lower Seguin Rd 1.31 2 UA 625 100%755 508 1263 1638 1655 153 170 3 FM 1518 Lower Seguin Rd Trainer Hale Rd 1.93 2 UA 625 100%790 538 1328 2417 2568 168 319 3 FM 1518 Trainer Hale Rd IH 10 0.85 2 UA 625 100%790 538 1328 1057 1123 74 139 3 Schaefer Rd W End of Schaefer E of FM 1518 0.48 2 UC 500 100%100 100 200 478 96 383 0 3/X Schaefer Rd E of FM 1518 E City Limits 0.55 2 UC 500 50%100 0 100 277 55 222 0 3/X Schaefer Rd W City Limits RAF - Burnette 0.14 2 UC 500 50%100 0 100 69 14 55 0 3/X RAF - Burnette Schaefer Rd E City Limits 0.56 2 UC 500 50%50 0 50 278 28 250 0 3/X Lower Seguin Rd W City Limits E of Tates Dr 0.35 2 UC 500 50%304 0 304 175 107 69 0 3/X Lower Seguin Rd E of Tates Dr FM 1518 2.27 2 UC 500 50%304 188 492 2272 1118 1154 0 3 Lower Seguin Rd FM 1518 E City Limits 1.78 2 UC 500 100%37 16 53 1783 94 1688 0 3 Ware Seguin Rd Boeing Dr E-S Bend in Ware Seguin Rd0.71 2 UA 625 100%19 20 39 884 28 857 0 3 Ware Seguin Rd E-S Bend in Ware Seguin RdS-E Bend in Ware Seguin Rd0.92 2 UC 500 100%20 19 39 916 36 881 0 3 Ware Seguin Rd S-E Bend in Ware Seguin RdFM 1518 1.41 2 UC 500 100%20 19 39 1412 55 1357 0 3/4 Graytown Rd Boeing Dr IH 10 1.11 2 UA 625 50%238 0 238 697 265 431 0 3 Pfeil Rd Ware Seguin Rd IH 10 1.32 2 UC 500 100%22 8 30 1319 40 1279 0 Sub-Total 16.08 15,917 7,479 9,067 629 4/3 Graytown Rd Boeing Dr IH 10 1.11 2 UA 625 50%0 89 89 697 99 597 0 4 Scenic Lake Dr Boeing Dr IH 10 0.78 2 UC 500 100%20 20 40 781 31 750 0 Sub-Total 1.90 1,478 130 1,348 0 Total 50.57 67,424 31,393 37,151 1,121 Notes: DA- Divided arterial Direction A = Northbound or Eastbound UA- Undivided arterial Direction B = Southbound or Westbound SA- Special arterial with dual-left turn lane */X indcates roadway half in/half out of City Limits DC- Divided collector UC- Undivided collector Peak Hour Volume DRAFT Appendix B: Projected 10-Year Growth (Vehicle-Miles of New Demand) DRAFT Vehicle-Mile Trip Generation by Service Area, Schertz Impact Fee Based on September 2017 Land Use Assumptions by FNI Estimated Residential Growth Vehicle-Mile Trip Generation SU Equivalency Service Area Added Vehicle-Miles Total Residential DU 3.37 Dwelling Units per DU Vehicle-Miles Basic Employ SF 3.70 1 1,061 3.37 3,576 Service Employ SF 5.69 2 1,389 3.37 4,681 Retail Employ SF 4.23 3 3,445 3.37 11,610 4 20 3.37 67 0 Estimated Basic Employment Growth Vehicle-Mile Generation (1,500 SF/employee) Service Area Added Square Feet Total Vehicle-Miles Total Employees per emp.Square Feet Per 1000/SF Vehicle-Miles 1 694 1,500 1,041,000 3.70 3,852 2 1,751 1,500 2,626,500 3.70 9,718 3 365 1,500 547,500 3.70 2,026 4 0 1,500 0 3.70 0 2810 Estimated Service Employment Growth Vehicle-Mile Generation (500 SF/employee) Service Area Added Square Feet Total Vehicle-Miles Total Employees per emp.Square Feet Per 1000/SF Vehicle-Miles 1 595 500 297,500 5.69 1,693 2 419 500 209,500 5.69 1,192 3 106 500 53,000 5.69 302 4 20 500 10,000 5.69 57 1140 Estimated Retail Employment Growth Vehicle-Mile Generation (1,000 SF/employee) Service Area Added Square Feet Total Vehicle-Miles Total Employees per emp.Square Feet Per 1000/SF Vehicle-Miles 1 317 1,000 317,000 4.23 1,341 2 547 1,000 547,000 4.23 2,314 3 232 1,000 232,000 4.23 981 4 0 1,000 0 4.23 0 1096 Vehicle-mile Generation Summary Residential Basic Service Retail Total Service Area Growth Growth Growth Growth Growth Vehicle-Miles Vehicle-Miles Vehicle-Miles Vehicle-Miles Vehicle-Miles 1 3,576 3,852 1,693 1,341 10,461 2 4,681 9,718 1,192 2,314 17,905 3 11,610 2,026 302 981 14,918 4 67 0 57 0 124 Totals 19,934 15,596 3,243 4,636 43,408 DRAFT Appendix C: Roadway Capital Improvements Plan DRAFT ROADWAY IMPROVEMENTS PLAN PROJECTS Definitions LANES The total number of lanes in both directions available for travel. TYPE The type of roadway (used in determining capacity): DA = divided arterial UA = undivided arterial SA = special arterial (arterial with continuous left turn) DC = divided collector UC = undivided collector SC = special collector (arterial with continuous left turn) PK-HR VOLUME The existing volumes of cars on the roadway segment traveling during the afternoon (P.M.) peak hour of travel. % IN SERVICE AREA If the roadway is located on the boundary of the service area (with the city limits running along the centerline of the roadway), then half of the roadway is inventoried in the service area and the other half is not. This value is either 50% or 100%. VEH-MI SUPPLY The number of total service units (vehicle-miles) supplied within PK-HR TOTAL the service area, based on the length and established capacity of the roadway type. VEH-MI TOTAL The total service unit (vehicle-mile) demand created by DEMAND PK-HR existing traffic on the roadway segment in the afternoon peak hour. EXCESS CAPACITY The number of service units supplied but unused by PK-HR VEH-MI existing traffic in the afternoon peak hour. CIP VEH-MI The number of service units used by existing traffic in excess of DEFICIENCY the available service units supplied by the roadway in the afternoon peak hour. DRAFT Se r v Pro j e c t Pr o j e c t Le n g t h No . o f Ty p e Th o r o u g h f a r e P l a n Pc t . i n Pe a k H o u r V o l u m e * VM T S u p p l y VM T D e m a n d Ex c e s s CIP V M T Ar e a No . Ro a d w a y Fr o m To St a t u s (m i ) La n e s Rd w y De s c r i p t i o n Se r v . A r e a A B To t a l Pk H r T o t a l Pk H r T o t a l VM T C a p a c i t y De f i c i e n c y 52 8 0 1 1 FM 2 2 5 2 IH 3 5 FM 4 8 2 Ne w 0. 3 2 4 DA Pr i n c i p a l A r t e r i a l 10 0 % 73 25 0 32 3 85 3 10 2 75 1 0 1 2 FM 2 2 5 2 FM 4 8 2 Ra i l r o a d T r a c k s Ne w 0. 6 4 4 DA Se c o n d a r y A r t e r i a l 10 0 % 73 25 0 32 3 17 2 6 20 6 15 1 9 0 1/ X 3 FM 2 2 5 2 Ra i l r o a d T r a c k s N C i t y L i m i t s Ne w 0. 2 2 4 DA Se c o n d a r y A r t e r i a l 50 % 0 25 0 25 0 29 9 55 24 4 0 1/ 2 4 N/ S C o n n e c t o r ( 1 ) IH 3 5 Ra i l r o a d T r a c k s Ne w 1. 2 5 4 DA Se c o n d a r y A r t e r i a l 50 % 0 0 0 16 9 1 0 16 9 1 0 1 5 E/ W C o n n e c t o r ( 1 ) N/ S C o n n e c t o r ( 1 ) FM 2 2 5 2 Ne w 0. 9 9 4 DA Se c o n d a r y A r t e r i a l 10 0 % 0 0 0 26 6 8 0 26 6 8 0 1 6 E/ W C o n n e c t o r ( 2 ) N/ S C o n n e c t o r ( 1 ) FM 2 2 5 2 Ne w 0. 9 9 2 UC Co m m e r c i a l C o l l e c t o r B 10 0 % 0 0 0 98 8 0 98 8 0 1 7 FM 4 8 2 FM 2 2 5 2 Hu b e r t u s R d Ne w 1. 0 5 4 DA Pr i n c i p a l A r t e r i a l 10 0 % 46 52 98 28 4 1 10 3 27 3 8 0 1 8 FM 4 8 2 Hu b e r t u s R d Ra i l r o a d T r a c k s Ne w 1. 0 0 4 DA Pr i n c i p a l A r t e r i a l 10 0 % 46 52 98 27 0 5 98 26 0 7 0 1 9 FM 4 8 2 80 0 ' W o f F r i e s e n h a h n Fr i e s e n h a h n L n Ne w 0. 1 5 4 DA Pr i n c i p a l A r t e r i a l 10 0 % 46 52 98 40 5 15 39 0 0 1/ X 10 FM 4 8 2 Fri e s e n h a h n L n Sc h w a b R d Ne w 0. 5 9 4 DA Pr i n c i p a l A r t e r i a l 50 % 46 0 46 79 7 27 76 9 0 1 11 FM 4 8 2 Sc h w a b R d E C i t y L i m i t s Ne w 1. 2 0 4 DA Pr i n c i p a l A r t e r i a l 10 0 % 46 52 98 32 4 0 11 8 31 2 2 0 1 12 Hu b e r t u s R d IH 3 5 FM 4 8 2 Ne w 0. 5 7 4 DA Pr i n c i p a l A r t e r i a l 10 0 % 30 57 87 15 2 9 49 14 8 0 0 1 13 Hu b e r t u s R d FM 4 8 2 N C i t y L i m i t s Ne w 0. 3 0 4 DA Pr i n c i p a l A r t e r i a l 10 0 % 0 0 0 82 1 0 82 1 0 1 14 Fr i e s e n h a h n L n IH 3 5 FM 4 8 2 Ne w 0. 7 2 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % 50 50 10 0 78 9 72 71 7 0 1 15 Sc h w a b R d IH 3 5 FM 4 8 2 Ne w 0. 6 3 6 DA Pr i n c i p a l A r t e r i a l 10 0 % 12 0 31 5 43 5 25 4 8 27 4 22 7 4 0 1 16 E/ W C o n n e c t o r ( 3 ) Hu b e r t u s R d Da v i d L a c k B l v d Ne w 1. 5 9 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % 0 0 0 17 5 4 0 17 5 4 0 1 17 Ec k h a r d t R d Fro b o e s e L n Gr e e n V a l l e y R d Ne w 1. 1 1 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % 19 11 30 11 1 0 33 10 7 7 0 1 18 Sc h w a b R d IH 3 5 S C i t y L i m i t s Ne w 1. 1 4 4 DA Se c o n d a r y A r t e r i a l 10 0 % 0 0 0 30 7 8 0 30 7 8 0 1 19 Fr o b o e s e L n Sc h w a b R d Ec k h a r d t R d Ne w 0. 5 7 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % 0 0 0 57 3 0 57 3 0 1 20 Fr o b o e s e L n 22 0 0 ' E o f E c k h a r d t E C i t y L i m i t s Ne w 0. 2 6 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % 0 0 0 26 0 0 26 0 0 1 21 Gr e e n V a l l e y R d W C i t y L i m i t s E C i t y L i m i t s Ne w 0. 8 7 4 DA Se c o n d a r y A r t e r i a l 10 0 % 10 10 20 23 5 2 17 23 3 5 0 1 22 Ho m e s t e a d P k w y En d E x H o m e s t e a d P k w y S C i t y L i m i t s Ne w 0. 3 3 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % 0 0 0 32 6 0 32 6 0 1 23 Co u n t r y C l u b B l v d Sc e n i c L i n k s S C i t y L i m i t s Ne w 0. 3 5 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % 0 0 0 35 0 0 35 0 0 1 24 E/ W C o n n e c t o r ( 4 ) Co u n t r y C l u b B l v d Sc h w a b R d Ne w 1. 1 7 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % 0 0 0 11 7 4 0 11 7 4 0 1 25 E/ W C o n n e c t o r ( 4 ) Sc h w a b R d Ec k h a r d t R d Ne w 0. 4 5 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % 10 10 20 45 1 9 44 2 0 1 26 FM 1 1 0 3 IH 3 5 Old W i e d e r s t e i n R d Ne w 0. 7 0 4 DA Pr i n c i p a l A r t e r i a l 10 0 % 59 0 10 2 0 16 1 0 18 9 4 11 2 9 76 4 0 1 27 N/ S C o n n e c t o r ( 1 ) IH 3 5 Old W i e d e r s t e i n R d Ne w 0. 5 5 4 DA Se c o n d a r y A r t e r i a l 10 0 % 50 50 10 0 14 8 5 55 14 3 0 0 1 28 N/ S C o n n e c t o r ( 2 ) IH 3 5 Old W i e d e r s t e i n R d Ne w 0. 7 3 4 DA Se c o n d a r y A r t e r i a l 10 0 % 0 0 0 19 8 3 0 19 8 3 0 1 29 E/ W C o n n e c t o r ( 5 ) N/ S C o n n e c t o r ( 1 ) FM 1 1 0 3 Ne w 2. 0 0 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % 0 0 0 19 9 8 0 19 9 8 0 1/ X 30 Ol d W i e d e r s t e i n R d N/ S C o n n e c t o r ( 1 ) Ch e r r y T r e e D r Ne w 2. 1 7 4 DA Se c o n d a r y A r t e r i a l 50 % 0 17 7 17 7 29 3 0 38 4 25 4 5 0 Su b - t o t a l S A 1 24 . 6 2 45 6 1 7 27 4 7 42 8 6 9 0 52 8 0 2 31 Do e r r L n N C i t y L i m i t s Lo o k o u t R d Ne w 0. 9 1 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % 50 50 10 0 10 0 4 91 91 3 0 2/ 1 4 N/ S C o n n e c t o r ( 1 ) IH 3 5 Ra i l r o a d T r a c k s Ne w 1. 2 5 4 DA Se c o n d a r y A r t e r i a l 50 % 0 0 0 16 9 1 0 16 9 1 0 2 32 E/ W C o n n e c t o r ( 2 ) FM 3 0 0 9 N/S C o n n e c t o r ( 1 ) Ne w 0. 8 1 2 UC Co m m e r c i a l C o l l e c t o r B 10 0 % 0 0 0 81 0 0 81 0 0 2 33 E/ W C o n n e c t o r ( 6 ) FM 3 0 0 9 N/S C o n n e c t o r ( 1 ) Ne w 0. 8 1 2 UC Co m m e r c i a l C o l l e c t o r B 10 0 % 0 0 0 81 0 0 81 0 0 2 34 Mid - C i t i e s P k w y IH 3 5 FM 3 0 0 9 Ne w 0. 9 8 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % 0 0 0 10 8 2 0 10 8 2 0 2 35 E/ W C o n n e c t o r ( 1 ) FM 3 0 0 9 N/S C o n n e c t o r ( 1 ) Ne w 0. 8 1 4 DA Se c o n d a r y A r t e r i a l 10 0 % 0 0 0 22 0 0 0 22 0 0 0 2 36 E/ W C o n n e c t o r ( 7 ) W C i t y L i m i t s Do e r r L n Ne w 0. 6 5 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % 0 0 0 71 7 0 71 7 0 2 37 Lo o k o u t R d Tri - C o u n t y P k w y Sc h e r t z P k w y Ne w 0. 7 4 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % 13 3 21 9 35 2 81 5 26 1 55 4 0 2 38 Fo u r O a k s L n En d o f E x . F o u r O a k s L n N/S C o n n e c t o r ( 1 ) Ne w 0. 5 4 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % 0 0 0 59 8 0 59 8 0 DRAFT Se r v Pro j e c t Pr o j e c t Le n g t h No . o f Ty p e Th o r o u g h f a r e P l a n Pc t . i n Pe a k H o u r V o l u m e * VM T S u p p l y VM T D e m a n d Ex c e s s CIP V M T Are a No . Ro a d w a y Fro m To St a t u s (m i ) La n e s Rd w y De s c r i p t i o n Se r v . A r e a A B To t a l Pk H r T o t a l Pk H r T o t a l VM T C a p a c i t y De f i c i e n c y 52 8 0 2 39 Wie d e r s t e i n R d E C i t y L i m i t s FM 3 0 0 9 Ne w 0.6 4 4 DA Se c o n d a r y A r t e r i a l 10 0 % 0 0 0 17 3 7 0 17 3 7 0 2 40 Wie d e r s t e i n R d Sc h e r t z P k w y W C i t y L i m i t s Ne w 0.4 1 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % 10 0 10 0 20 0 40 6 81 32 5 0 2 41 Ba p t i s t H e a l t h D r Rip p s - K r e u s l e r Wie d e r s t e i n R d Ne w 0.2 7 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % 0 0 0 30 2 0 30 2 0 2 42 Rip p s - K r e u s l e r Ba p t i s t H e a l t h D r En d o f R i p p s K r e u s l e r Ne w 0.2 2 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % 0 0 0 24 5 0 24 5 0 2 43 Ma s k e R d FM 1 5 1 8 Oa k S t Ne w 0.5 4 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % 97 10 5 20 2 59 5 10 9 48 6 0 2 44 Ma s k e R d R e a l i g n m e n t Oa k S t Sc h e r t z P k w y Ne w 0.8 8 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % 0 0 0 87 5 0 87 5 0 2 45 FM 1 5 1 8 / M a i n S t Ma s k e R d Oa k S t Ne w 1.3 0 3 SA Se c o n d a r y A r t e r i a l 10 0 % 39 7 35 1 74 8 17 5 3 97 1 78 2 0 2 46 FM 1 5 1 8 N C i t y L i m i t s SA 3 L i m i t Ne w 0.3 6 6 DA Pr i n c i p a l A r t e r i a l 10 0 % 75 5 50 8 12 6 3 14 6 5 45 7 10 0 8 0 2/ 3 47 FM 1 5 1 8 SA 3 L i m i t Sc h e r t z P k w y E x t . Ne w 0.3 9 6 DA Pr i n c i p a l A r t e r i a l 50 % 75 5 0 75 5 79 3 29 6 49 7 0 2 48 FM 7 8 / J o h n P e t e r s o n B l v d W C i t y L i m i t s E C i t y L i m i t s Ne w 1.8 1 6 DA Pr i n c i p a l A r t e r i a l 10 0 % 15 2 5 10 9 6 26 2 1 73 1 1 47 3 2 25 8 0 0 Su b - t o t a l S A 2 14 . 3 4 25 2 1 0 69 9 8 18 2 1 1 0 3/ 2 47 FM 1 5 1 8 SA 2 L i m i t Sc h e r t z P k w y E x t . Ne w 0.3 9 6 DA Pr i n c i p a l A r t e r i a l 50 % 0 50 8 50 8 79 3 19 9 59 4 0 3 49 FM 1 5 1 8 Sc h e r t z P k w y E x t . IH 1 0 Ne w 4.0 9 6 DA Pr i n c i p a l A r t e r i a l 10 0 % 75 5 50 8 12 6 3 16 5 6 5 51 6 6 11 3 9 9 0 3 50 Sc h a e f e r R d W C i t y L i m i t s FM 1 5 1 8 Ne w 0.4 8 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % 10 0 10 0 20 0 47 8 96 38 3 0 3/ X 51 RA F - B u r n e t t e Sc h a e f e r R d E C i t y L i m i t s Ne w 0.5 5 4 DA Se c o n d a r y A r t e r i a l 50 % 0 50 50 73 6 27 70 9 0 3/ X 52 Lo w e r S e g u i n R d W C i t y L i m i t s E o f T a t e s D r Ne w 0.3 5 3 SA Se c o n d a r y R u r a l A r t e r i a l 50 % 30 4 0 30 4 23 7 10 7 13 0 0 3 53 Lo w e r S e g u i n R d E o f T a t e s D r W o f C a n o p y B e n d Ne w 1.7 6 3 SA Se c o n d a r y R u r a l A r t e r i a l 10 0 % 30 4 18 8 49 2 23 7 6 86 6 15 1 0 0 3 54 Lo w e r S e g u i n R d W o f C a n o p y B e n d E C i t y L i m i t s Ne w 1.7 2 4 DA Se c o n d a r y A r t e r i a l 10 0 % 37 16 53 46 4 4 91 45 5 3 0 3 55 N/S C o n n e c t o r ( 3 ) N C i t y L i m i t s S C i t y L i m i t s Ne w 0.1 5 4 DA Pr i n c i p a l A r t e r i a l 10 0 % 0 0 0 39 5 0 39 5 0 3 56 N/S C o n n e c t o r ( 3 ) N C i t y L i m i t s S C i t y L i m i t s Ne w 0.2 7 4 DA Pr i n c i p a l A r t e r i a l 10 0 % 0 0 0 71 6 0 71 6 0 3 57 N/S C o n n e c t o r ( 4 ) N C i t y L i m i t s S C i t y L i m i t s Ne w 0.2 6 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % 0 0 0 25 6 0 25 6 0 3 58 N/S C o n n e c t o r ( 4 ) N C i t y L i m i t s S C i t y L i m i t s Ne w 0.2 1 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % 0 0 0 21 1 0 21 1 0 3/ X 59 W W a r e S e g u i n R d W C i t y L i m i t s Bo e i n g D r Ne w 0.5 7 2 UC Re s i d e n t i a l C o l l e c t o r 50 % 0 20 20 28 3 11 27 2 0 3 60 W W a r e S e g u i n R d Bo e i n g D r N/ S C o n n e c t o r ( 5 ) Ne w 0.6 7 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % 19 20 39 66 9 26 64 2 0 3 61 N/S C o n n e c t o r ( 5 ) Lo w e r S e g u i n R d W W a r e S e g u i n R d Ne w 1.1 0 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % 20 19 39 11 0 4 43 10 6 1 0 3 62 N/S C o n n e c t o r ( 5 ) W W a r e S e g u i n R d E W a r e S e g u i n R d Ne w 0.9 3 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % 20 19 39 93 2 36 89 5 0 3 63 Tra i n e r H a l e R d ( N / S ) We i r R d IH 1 0 Ne w 1.6 6 4 DA Pr i n c i p a l A r t e r i a l 10 0 % 50 50 10 0 44 8 0 16 6 43 1 4 0 3 64 Tra i n e r H a l e R d ( E / W ) FM 1 5 1 8 Tra i n e r H a l e R d ( N / S ) Ne w 1.5 1 4 DA Se c o n d a r y A r t e r i a l 10 0 % 50 50 10 0 40 7 0 15 1 39 2 0 0 3 65 Wa r e S e g u i n R d Gr a y t o w n R d N/ S C o n n e c t o r ( 5 ) Ne w 1.3 5 3 SA Se c o n d a r y R u r a l A r t e r i a l 10 0 % 0 0 0 18 2 8 0 18 2 8 0 3 66 E W a r e S e g u i n R d N/S C o n n e c t o r ( 5 ) FM 1 5 1 8 Ne w 1.4 1 3 SA Se c o n d a r y R u r a l A r t e r i a l 10 0 % 20 19 39 19 1 0 55 18 5 5 0 3/ 4 67 Gr a y t o w n R d Bo e i n g D r IH 1 0 Ne w 1.1 1 3 SA Se c o n d a r y R u r a l A r t e r i a l 50 % 23 8 0 23 8 75 2 26 5 48 7 0 3 68 N/S C o n n e c t o r ( 6 ) Wa r e S e g u i n R d IH 1 0 Ne w 0.4 7 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % 0 0 0 51 2 0 51 2 0 3 69 E/ W C o n n e c t o r ( 8 ) IH 1 0 E C i t y L i m i t s Ne w 2.3 3 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % 0 0 0 25 6 3 0 25 6 3 0 Su b - t o t a l S A 3 23 . 3 3 46 5 1 1 73 0 5 39 2 0 6 0 4/ 3 67 Gr a y t o w n R d Bo e i n g D r IH 1 0 Ne w 1.1 1 3 SA Se c o n d a r y R u r a l A r t e r i a l 50 % 0 89 89 75 2 99 65 3 0 4 70 Bi n z - E n g l e m a n R d W C i t y L i m i t s Gra y t o w n R d Ne w 1.3 0 3 SA Se c o n d a r y R u r a l A r t e r i a l 10 0 % 0 0 0 17 6 0 0 17 6 0 0 4 71 Sc e n i c L a k e D r Bi n z - E n g l e m a n R d IH 1 0 Ne w 0.7 7 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % 20 20 40 84 7 31 81 6 0 Su b - t o t a l S A 4 3.1 9 33 5 9 13 0 32 2 9 0 To t a l s : 65 . 4 8 12 0 , 6 9 6 17 , 1 8 1 10 3 , 5 1 5 0 DRAFT Appendix D: Roadway Improvement Plan Cost Analysis DRAFT Se r v Pro j e c t Pr o j e c t Le n g t h No . o f Ty p e Th o r o u g h f a r e P l a n Pc t . i n To t a l P r o j e c t Ar e a No . Ro a d w a y Fr o m To St a t u s (m i ) La n e s Rd w y De s c r i p t i o n Se r v . A r e a En g i n e e r i n g RO W Co n s t r u c t i o n Co s t 52 8 0 1 1 FM 2 2 5 2 IH 3 5 FM 4 8 2 Ne w 0. 3 2 4 DA Pr i n c i p a l A r t e r i a l 10 0 % $1 0 0 , 0 0 0 $3 8 , 0 0 0 $1 , 4 2 8 , 8 0 0 $1 , 5 6 6 , 8 0 0 1 2 FM 2 2 5 2 FM 4 8 2 Ra i l r o a d T r a c k s Ne w 0. 6 4 4 DA Se c o n d a r y A r t e r i a l 10 0 % $2 0 5 , 8 0 0 $0 $2 , 9 4 0 , 2 0 0 $3 , 1 4 6 , 0 0 0 1/ X 3 FM 2 2 5 2 Ra i l r o a d T r a c k s N C i t y L i m i t s Ne w 0. 2 2 4 DA Se c o n d a r y A r t e r i a l 50 % $3 3 , 3 5 0 $0 $4 7 6 , 5 0 0 $5 0 9 , 8 5 0 1/ 2 4 N/ S C o n n e c t o r ( 1 ) IH 3 5 Ra i l r o a d T r a c k s Ne w 1. 2 5 4 DA Se c o n d a r y A r t e r i a l 50 % $1 9 4 , 9 5 0 $2 2 2 , 7 5 0 $2 , 7 8 4 , 9 5 0 $3 , 2 0 2 , 6 5 0 1 5 E/ W C o n n e c t o r ( 1 ) N/ S C o n n e c t o r ( 1 ) FM 2 2 5 2 Ne w 0. 9 9 4 DA Se c o n d a r y A r t e r i a l 10 0 % $3 3 7 , 6 0 0 $3 5 2 , 8 0 0 $4 , 8 2 2 , 6 0 0 $5 , 5 1 3 , 0 0 0 1 6 E/ W C o n n e c t o r ( 2 ) N/ S C o n n e c t o r ( 1 ) FM 2 2 5 2 Ne w 0. 9 9 2 UC Co m m e r c i a l C o l l e c t o r B 10 0 % $2 6 1 , 3 0 0 $2 7 4 , 4 0 0 $3 , 7 3 3 , 3 0 0 $4 , 2 6 9 , 0 0 0 1 7 FM 4 8 2 FM 2 2 5 2 Hu b e r t u s R d Ne w 1. 0 5 4 DA Pr i n c i p a l A r t e r i a l 10 0 % $3 4 3 , 3 0 0 $2 0 7 , 9 0 0 $4 , 9 0 4 , 9 0 0 $5 , 4 5 6 , 1 0 0 1 8 FM 4 8 2 Hu b e r t u s R d Ra i l r o a d T r a c k s Ne w 1. 0 0 4 DA Pr i n c i p a l A r t e r i a l 10 0 % $3 2 3 , 8 0 0 $1 9 8 , 0 0 0 $4 , 6 2 6 , 0 0 0 $5 , 1 4 7 , 8 0 0 1 9 FM 4 8 2 80 0 ' W o f F r i e s e n h a h n Fri e s e n h a h n L n Ne w 0. 1 5 4 DA Pr i n c i p a l A r t e r i a l 10 0 % $4 7 , 4 0 0 $3 0 , 0 0 0 $6 7 6 , 7 0 0 $7 5 4 , 1 0 0 1/ X 10 FM 4 8 2 Fr i e s e n h a h n L n Sc h w a b R d Ne w 0. 5 9 4 DA Pr i n c i p a l A r t e r i a l 50 % $9 6 , 2 5 0 $5 8 , 4 0 0 $1 , 3 7 5 , 3 5 0 $1 , 5 3 0 , 0 0 0 1 11 FM 4 8 2 Sc h w a b R d E C i t y L i m i t s Ne w 1. 2 0 4 DA Pr i n c i p a l A r t e r i a l 10 0 % $3 9 0 , 4 0 0 $2 3 7 , 6 0 0 $5 , 5 7 7 , 5 0 0 $6 , 2 0 5 , 5 0 0 1 12 Hu b e r t u s R d IH 3 5 FM 4 8 2 Ne w 0. 5 7 4 DA Pr i n c i p a l A r t e r i a l 10 0 % $1 7 8 , 0 0 0 $1 3 5 , 4 0 0 $2 , 5 4 2 , 3 0 0 $2 , 8 5 5 , 7 0 0 1 13 Hu b e r t u s R d FM 4 8 2 N C i t y L i m i t s Ne w 0. 3 0 4 DA Pr i n c i p a l A r t e r i a l 10 0 % $9 3 , 5 0 0 $1 4 2 , 6 0 0 $1 , 3 3 6 , 2 0 0 $1 , 5 7 2 , 3 0 0 1 14 Fr i e s e n h a h n L n IH 3 5 FM 4 8 2 Ne w 0. 7 2 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % $8 5 , 4 0 0 $3 8 , 0 0 0 $1 , 2 2 0 , 2 0 0 $1 , 3 4 3 , 6 0 0 1 15 Sc h w a b R d IH 3 5 FM 4 8 2 Ne w 0. 6 3 6 DA Pr i n c i p a l A r t e r i a l 10 0 % $2 6 8 , 2 0 0 $2 7 4 , 4 0 0 $3 , 8 3 2 , 1 0 0 $4 , 3 7 4 , 7 0 0 1 16 E/ W C o n n e c t o r ( 3 ) Hu b e r t u s R d Da v i d L a c k B l v d Ne w 1. 5 9 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % $3 7 0 , 9 0 0 $4 4 0 , 7 0 0 $5 , 2 9 8 , 4 0 0 $6 , 1 1 0 , 0 0 0 1 17 Ec k h a r d t R d Fr o b o e s e L n Gre e n V a l l e y R d Ne w 1. 1 1 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % $2 3 8 , 1 0 0 $8 7 , 9 0 0 $3 , 4 0 1 , 1 0 0 $3 , 7 2 7 , 1 0 0 1 18 Sc h w a b R d IH 3 5 S C i t y L i m i t s Ne w 1. 1 4 4 DA Se c o n d a r y A r t e r i a l 10 0 % $3 4 5 , 1 0 0 $4 0 6 , 3 0 0 $4 , 9 2 9 , 3 0 0 $5 , 6 8 0 , 7 0 0 1 19 Fr o b o e s e L n Sc h w a b R d Ec k h a r d t R d Ne w 0. 5 7 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % $1 2 2 , 5 0 0 $1 5 8 , 0 0 0 $1 , 7 4 9 , 9 0 0 $2 , 0 3 0 , 4 0 0 1 20 Fr o b o e s e L n 22 0 0 ' E o f E c k h a r d t E C i t y L i m i t s Ne w 0. 2 6 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % $5 6 , 2 0 0 $3 1 , 1 0 0 $8 0 2 , 7 0 0 $8 9 0 , 0 0 0 1 21 Gr e e n V a l l e y R d W C i t y L i m i t s E C i t y L i m i t s Ne w 0. 8 7 4 DA Se c o n d a r y A r t e r i a l 10 0 % $2 6 3 , 5 0 0 $1 7 2 , 3 0 0 $3 , 7 6 3 , 7 0 0 $4 , 1 9 9 , 5 0 0 1 22 Ho m e s t e a d P k w y En d E x H o m e s t e a d P k w y S C i t y L i m i t s Ne w 0. 3 3 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % $7 1 , 1 0 0 $9 1 , 5 0 0 $1 , 0 1 5 , 9 0 0 $1 , 1 7 8 , 5 0 0 1 23 Co u n t r y C l u b B l v d Sc e n i c L i n k s S C i t y L i m i t s Ne w 0. 3 5 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % $7 5 , 9 0 0 $9 7 , 0 0 0 $1 , 0 8 4 , 2 0 0 $1 , 2 5 7 , 1 0 0 1 24 E/ W C o n n e c t o r ( 4 ) Co u n t r y C l u b B l v d Sc h w a b R d Ne w 1. 1 7 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % $2 4 3 , 8 0 0 $3 2 4 , 3 0 0 $3 , 4 8 3 , 1 0 0 $4 , 0 5 1 , 2 0 0 1 25 E/ W C o n n e c t o r ( 4 ) Sc h w a b R d Ec k h a r d t R d Ne w 0. 4 5 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % $9 6 , 6 0 0 $1 2 4 , 7 0 0 $1 , 3 8 0 , 7 0 0 $1 , 6 0 2 , 0 0 0 1 26 FM 1 1 0 3 IH 3 5 Old W i e d e r s t e i n R d Ne w 0. 7 0 4 DA Pr i n c i p a l A r t e r i a l 10 0 % $0 $0 $2 , 0 0 0 , 0 0 0 $2 , 0 0 0 , 0 0 0 1 27 N/ S C o n n e c t o r ( 1 ) IH 3 5 Old W i e d e r s t e i n R d Ne w 0. 5 5 4 DA Se c o n d a r y A r t e r i a l 10 0 % $1 7 4 , 5 0 0 $0 $2 , 4 9 2 , 5 0 0 $2 , 6 6 7 , 0 0 0 1 28 N/ S C o n n e c t o r ( 2 ) IH 3 5 Old W i e d e r s t e i n R d Ne w 0. 7 3 4 DA Se c o n d a r y A r t e r i a l 10 0 % $2 2 0 , 8 0 0 $2 6 0 , 2 0 0 $3 , 1 5 4 , 7 0 0 $3 , 6 3 5 , 7 0 0 1 29 E/ W C o n n e c t o r ( 5 ) N/ S C o n n e c t o r ( 1 ) FM 1 1 0 3 Ne w 2. 0 0 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % $4 2 8 , 1 0 0 $5 5 4 , 0 0 0 $6 , 1 1 5 , 1 0 0 $7 , 0 9 7 , 2 0 0 1/ X 30 Ol d W i e d e r s t e i n R d N/ S C o n n e c t o r ( 1 ) Ch e r r y T r e e D r Ne w 2. 1 7 4 DA Se c o n d a r y A r t e r i a l 50 % $3 2 8 , 0 5 0 $1 2 8 , 9 0 0 $4 , 6 8 6 , 6 5 0 $5 , 1 4 3 , 6 0 0 Su b - t o t a l S A 1 24 . 6 2 $5 , 9 9 4 , 4 0 0 $5 , 0 8 7 , 1 5 0 $8 7 , 6 3 5 , 5 5 0 $9 8 , 7 1 7 , 1 0 0 52 8 0 2 31 Do e r r L n N C i t y L i m i t s Lo o k o u t R d Ne w 0. 9 1 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % $2 1 2 , 6 0 0 $0 $3 , 0 3 7 , 3 0 0 $3 , 2 4 9 , 9 0 0 2/ 1 4 N/ S C o n n e c t o r ( 1 ) IH 3 5 Ra i l r o a d T r a c k s Ne w 1. 2 5 4 DA Se c o n d a r y A r t e r i a l 50 % $1 9 0 , 2 5 0 $2 2 2 , 7 5 0 $2 , 7 1 7 , 9 0 0 $3 , 1 3 0 , 9 0 0 2 32 E/ W C o n n e c t o r ( 2 ) FM 3 0 0 9 N/ S C o n n e c t o r ( 1 ) Ne w 0. 8 1 2 UC Co m m e r c i a l C o l l e c t o r B 10 0 % $2 0 6 , 8 0 0 $2 2 4 , 5 0 0 $2 , 9 5 4 , 9 0 0 $3 , 3 8 6 , 2 0 0 2 33 E/ W C o n n e c t o r ( 6 ) FM 3 0 0 9 N/ S C o n n e c t o r ( 1 ) Ne w 0. 8 1 2 UC Co m m e r c i a l C o l l e c t o r B 10 0 % $2 0 6 , 8 0 0 $2 2 4 , 5 0 0 $2 , 9 5 4 , 8 0 0 $3 , 3 8 6 , 1 0 0 2 34 Mid - C i t i e s P k w y IH 3 5 FM 3 0 0 9 Ne w 0. 9 8 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % $2 1 5 , 5 0 0 $0 $3 , 0 7 8 , 2 0 0 $3 , 2 9 3 , 7 0 0 2 35 E/ W C o n n e c t o r ( 1 ) FM 3 0 0 9 N/ S C o n n e c t o r ( 1 ) Ne w 0. 8 1 4 DA Se c o n d a r y A r t e r i a l 10 0 % $2 5 5 , 3 0 0 $2 8 8 , 7 0 0 $3 , 6 4 6 , 9 0 0 $4 , 1 9 0 , 9 0 0 2 36 E/ W C o n n e c t o r ( 7 ) W C i t y L i m i t s Do e r r L n Ne w 0. 6 5 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % $1 3 4 , 2 0 0 $1 8 0 , 2 0 0 $1 , 9 1 6 , 7 0 0 $2 , 2 3 1 , 1 0 0 2 37 Lo o k o u t R d Tr i - C o u n t y P k w y Sc h e r t z P k w y Ne w 0. 7 4 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % $1 7 9 , 5 0 0 $0 $2 , 5 6 4 , 1 0 0 $2 , 7 4 3 , 6 0 0 2 38 Fo u r O a k s L n En d o f E x . F o u r O a k s L n N/ S C o n n e c t o r ( 1 ) Ne w 0. 5 4 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % $1 1 9 , 6 0 0 $1 4 9 , 7 0 0 $1 , 7 0 8 , 0 0 0 $1 , 9 7 7 , 3 0 0 Ro a d w a y P r o j e c t C o s t s DRAFT Se r v Pro j e c t Pr o j e c t Le n g t h No . o f Ty p e Th o r o u g h f a r e P l a n Pc t . i n To t a l P r o j e c t Ar e a No . Ro a d w a y Fr o m To St a t u s (m i ) La n e s Rd w y De s c r i p t i o n Se r v . A r e a En g i n e e r i n g RO W Co n s t r u c t i o n Co s t 52 8 0 2 39 Wi e d e r s t e i n R d E C i t y L i m i t s FM 3 0 0 9 Ne w 0. 6 4 4 DA Se c o n d a r y A r t e r i a l 10 0 % $1 8 6 , 6 0 0 $2 2 8 , 1 0 0 $2 , 6 6 5 , 1 0 0 $3 , 0 7 9 , 8 0 0 2 40 Wi e d e r s t e i n R d Sc h e r t z P k w y W C i t y L i m i t s Ne w 0. 4 1 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % $8 4 , 7 0 0 $0 $1 , 2 1 0 , 0 0 0 $1 , 2 9 4 , 7 0 0 2 41 Ba p t i s t H e a l t h D r Rip p s - K r e u s l e r Wi e d e r s t e i n R d Ne w 0. 2 7 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % $6 0 , 1 0 0 $7 4 , 8 0 0 $8 5 8 , 0 0 0 $9 9 2 , 9 0 0 2 42 Rip p s - K r e u s l e r Ba p t i s t H e a l t h D r En d o f R i p p s K r e u s l e r Ne w 0. 2 2 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % $4 8 , 6 0 0 $6 1 , 0 0 0 $6 9 4 , 3 0 0 $8 0 3 , 9 0 0 2 43 Ma s k e R d FM 1 5 1 8 Oa k S t Ne w 0. 5 4 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % $1 1 9 , 6 0 0 $0 $1 , 7 0 8 , 0 0 0 $1 , 8 2 7 , 6 0 0 2 44 Ma s k e R d R e a l i g n m e n t Oa k S t Sc h e r t z P k w y Ne w 0. 8 8 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % $2 2 2 , 5 0 0 $2 4 3 , 9 0 0 $3 , 1 7 8 , 8 0 0 $3 , 6 4 5 , 2 0 0 2 45 FM 1 5 1 8 / M a i n S t Ma s k e R d Oa k S t Ne w 1. 3 0 3 SA Se c o n d a r y A r t e r i a l 10 0 % $2 9 4 , 0 0 0 $0 $4 , 2 0 0 , 5 0 0 $4 , 4 9 4 , 5 0 0 2 46 FM 1 5 1 8 N C i t y L i m i t s SA 3 L i m i t Ne w 0. 3 6 6 DA Pr i n c i p a l A r t e r i a l 10 0 % $2 7 , 4 0 0 $1 7 , 1 0 0 $3 9 1 , 8 0 0 $4 3 6 , 3 0 0 2/ 3 47 FM 1 5 1 8 SA 3 L i m i t Sc h e r t z P k w y E x t . Ne w 0. 3 9 6 DA Pr i n c i p a l A r t e r i a l 50 % $1 3 , 9 5 0 $9 , 2 5 0 $1 9 9 , 4 5 0 $2 2 2 , 6 5 0 2 48 FM 7 8 / J o h n P e t e r s o n B l v d W C i t y L i m i t s E C i t y L i m i t s Ne w 1. 8 1 6 DA Pr i n c i p a l A r t e r i a l 10 0 % $1 7 5 , 6 0 0 $0 $2 , 5 0 8 , 1 8 0 $2 , 6 8 3 , 7 8 0 Su b - t o t a l S A 2 14 . 3 4 $2 , 9 5 3 , 6 0 0 $1 , 9 2 4 , 5 0 0 $4 2 , 1 9 2 , 9 3 0 $4 7 , 0 7 1 , 0 3 0 #R E F ! 3/ 2 47 FM 1 5 1 8 SA 2 L i m i t Sc h e r t z P k w y E x t . Ne w 0. 3 9 6 DA Pr i n c i p a l A r t e r i a l 50 % $1 3 , 9 5 0 $9 , 2 5 0 $1 9 9 , 4 5 0 $2 2 2 , 6 5 0 3 49 FM 1 5 1 8 Sc h e r t z P k w y E x t . IH 1 0 Ne w 4. 0 9 6 DA Pr i n c i p a l A r t e r i a l 10 0 % $3 2 7 , 3 0 0 $1 6 2 , 0 0 0 $4 , 6 7 5 , 7 0 0 $5 , 1 6 5 , 0 0 0 3 50 Sc h a e f e r R d W C i t y L i m i t s FM 1 5 1 8 Ne w 0. 4 8 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % $9 9 , 3 0 0 $1 9 , 0 0 0 $1 , 4 1 8 , 4 0 0 $1 , 5 3 6 , 7 0 0 3/ X 51 RA F - B u r n e t t e Sc h a e f e r R d E C i t y L i m i t s Ne w 0. 5 5 4 DA Se c o n d a r y A r t e r i a l 50 % $8 0 , 1 5 0 $5 4 , 4 5 0 $1 , 1 4 4 , 9 0 0 $1 , 2 7 9 , 5 0 0 3/ X 52 Lo w e r S e g u i n R d W C i t y L i m i t s E o f T a t e s D r Ne w 0. 3 5 3 SA Se c o n d a r y R u r a l A r t e r i a l 50 % $4 4 , 4 5 0 $6 , 9 5 0 $6 3 5 , 0 5 0 $6 8 6 , 4 5 0 3 53 Lo w e r S e g u i n R d E o f T a t e s D r W o f C a n o p y B e n d Ne w 1. 7 6 3 SA Se c o n d a r y R u r a l A r t e r i a l 10 0 % $4 5 3 , 3 0 0 $6 9 , 7 0 0 $6 , 4 7 5 , 9 0 0 $6 , 9 9 8 , 9 0 0 3 54 Lo w e r S e g u i n R d W o f C a n o p y B e n d E C i t y L i m i t s Ne w 1. 7 2 4 DA Se c o n d a r y A r t e r i a l 10 0 % $5 0 0 , 9 0 0 $2 0 4 , 3 0 0 $7 , 1 5 5 , 2 0 0 $7 , 8 6 0 , 4 0 0 3 55 N/ S C o n n e c t o r ( 3 ) N C i t y L i m i t s S C i t y L i m i t s Ne w 0. 1 5 4 DA Pr i n c i p a l A r t e r i a l 10 0 % $4 5 , 3 0 0 $7 1 , 3 0 0 $6 4 7 , 4 0 0 $7 6 4 , 0 0 0 3 56 N/ S C o n n e c t o r ( 3 ) N C i t y L i m i t s S C i t y L i m i t s Ne w 0. 2 7 4 DA Pr i n c i p a l A r t e r i a l 10 0 % $8 1 , 9 0 0 $1 2 8 , 3 0 0 $1 , 1 7 0 , 2 0 0 $1 , 3 8 0 , 4 0 0 3 57 N/ S C o n n e c t o r ( 4 ) N C i t y L i m i t s S C i t y L i m i t s Ne w 0. 2 6 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % $5 3 , 8 0 0 $7 2 , 1 0 0 $7 6 8 , 7 0 0 $8 9 4 , 6 0 0 3 58 N/ S C o n n e c t o r ( 4 ) N C i t y L i m i t s S C i t y L i m i t s Ne w 0. 2 1 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % $4 3 , 6 0 0 $5 8 , 2 0 0 $6 2 3 , 2 0 0 $7 2 5 , 0 0 0 3/ X 59 W W a r e S e g u i n R d W C i t y L i m i t s Bo e i n g D r Ne w 0. 5 7 2 UC Re s i d e n t i a l C o l l e c t o r 50 % $5 8 , 9 0 0 $0 $8 4 1 , 6 5 0 $9 0 0 , 5 5 0 3 60 W W a r e S e g u i n R d Bo e i n g D r N/ S C o n n e c t o r ( 5 ) Ne w 0. 6 7 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % $1 4 6 , 3 0 0 $0 $2 , 0 9 0 , 6 0 0 $2 , 2 3 6 , 9 0 0 3 61 N/ S C o n n e c t o r ( 5 ) Lo w e r S e g u i n R d W W a r e S e g u i n R d Ne w 1. 1 0 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % $2 2 7 , 4 0 0 $3 0 4 , 9 0 0 $3 , 2 4 8 , 2 0 0 $3 , 7 8 0 , 5 0 0 3 62 N/ S C o n n e c t o r ( 5 ) W W a r e S e g u i n R d E W a r e S e g u i n R d Ne w 0. 9 3 2 UC Re s i d e n t i a l C o l l e c t o r 10 0 % $2 0 8 , 7 0 0 $3 6 , 8 0 0 $2 , 9 8 1 , 9 0 0 $3 , 2 2 7 , 4 0 0 3 63 Tr a i n e r H a l e R d ( N / S ) We i r R d IH 1 0 Ne w 1. 6 6 4 DA Pr i n c i p a l A r t e r i a l 10 0 % $4 9 8 , 9 0 0 $3 9 4 , 4 0 0 $7 , 1 2 7 , 2 0 0 $8 , 0 2 0 , 5 0 0 3 64 Tr a i n e r H a l e R d ( E / W ) FM 1 5 1 8 Tra i n e r H a l e R d ( N / S ) Ne w 1. 5 1 4 DA Se c o n d a r y A r t e r i a l 10 0 % $5 0 0 , 5 0 0 $5 9 , 8 0 0 $7 , 1 5 0 , 0 0 0 $7 , 7 1 0 , 3 0 0 3 65 Wa r e S e g u i n R d Gr a y t o w n R d N/ S C o n n e c t o r ( 5 ) Ne w 1. 3 5 3 SA Se c o n d a r y R u r a l A r t e r i a l 10 0 % $2 7 8 , 4 0 0 $4 8 1 , 1 0 0 $3 , 9 7 6 , 8 0 0 $4 , 7 3 6 , 3 0 0 3 66 E W a r e S e g u i n R d N/ S C o n n e c t o r ( 5 ) FM 1 5 1 8 Ne w 1. 4 1 3 SA Se c o n d a r y R u r a l A r t e r i a l 10 0 % $2 9 9 , 1 0 0 $1 6 7 , 5 0 0 $4 , 2 7 3 , 3 0 0 $4 , 7 3 9 , 9 0 0 3/ 4 67 Gr a y t o w n R d Bo e i n g D r IH 1 0 Ne w 1. 1 1 3 SA Se c o n d a r y R u r a l A r t e r i a l 50 % $1 2 6 , 5 5 0 $6 5 , 9 5 0 $1 , 8 0 8 , 1 0 0 $2 , 0 0 0 , 6 0 0 3 68 N/ S C o n n e c t o r ( 6 ) Wa r e S e g u i n R d IH 1 0 Ne w 0. 4 7 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % $1 0 3 , 5 0 0 $1 3 0 , 3 0 0 $1 , 4 7 8 , 8 0 0 $1 , 7 1 2 , 6 0 0 3 69 E/ W C o n n e c t o r ( 8 ) IH 1 0 E C i t y L i m i t s Ne w 2. 3 3 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % $5 1 2 , 7 0 0 $6 4 5 , 9 0 0 $7 , 3 2 3 , 7 0 0 $8 , 4 8 2 , 3 0 0 Su b - t o t a l S A 3 23 . 3 3 $4 , 7 0 4 , 9 0 0 $3 , 1 4 2 , 2 0 0 $6 7 , 2 1 4 , 3 5 0 $7 5 , 0 6 1 , 4 5 0 #R E F ! 4/ 3 67 Gr a y t o w n R d Bo e i n g D r IH 1 0 Ne w 1. 1 1 3 SA Se c o n d a r y R u r a l A r t e r i a l 50 % $1 2 6 , 5 5 0 $6 5 , 9 5 0 $1 , 8 0 8 , 1 0 0 $2 , 0 0 0 , 6 0 0 4 70 Bin z - E n g l e m a n R d W C i t y L i m i t s Gra y t o w n R d Ne w 1. 3 0 3 SA Se c o n d a r y R u r a l A r t e r i a l 10 0 % $2 7 5 , 0 0 0 $4 6 3 , 3 0 0 $3 , 9 2 8 , 7 0 0 $4 , 6 6 7 , 0 0 0 4 71 Sc e n i c L a k e D r Bin z - E n g l e m a n R d IH 1 0 Ne w 0. 7 7 3 SC Co m m e r c i a l C o l l e c t o r A 10 0 % $1 7 7 , 7 0 0 $6 1 , 0 0 0 $2 , 5 3 8 , 7 0 0 $2 , 7 7 7 , 4 0 0 Su b - t o t a l S A 4 3.1 9 $5 7 9 , 2 5 0 $5 9 0 , 2 5 0 $8 , 2 7 5 , 5 0 0 $9 , 4 4 5 , 0 0 0 $7 5 , 0 6 1 , 4 5 0 To t a l s : 65 . 4 8 $1 4 , 2 3 2 , 1 5 0 $1 0 , 7 4 4 , 1 0 0 $2 0 5 , 3 1 8 , 3 3 0 $2 3 0 , 2 9 4 , 5 8 0 Ro a d w a y P r o j e c t C o s t s DRAFT Appendix E: Roadway Project Cost Estimates DRAFT Master Thoroughfare Plan Roadway Sections Chapter 3. Thoroughfare System Plan 40 Freeways, Limited Access The freeway is typically uninterrupted with grade separations at intersections and ramped entries and exits to and from the crossroads as on I-35. However, limited access freeways may also be interrupted for signalized arterial roadway crossings. Freeways typically operate at free flow speeds over 55 mph and have two or more lanes in each travel direction. Freeways are typically barrier or median separated, or in the example of the managed lanes under design for I-35, can be grade separated from the rest of the corridor where ROW is constrained. The managed lanes element is intended to help maintain a free-flow speed, even during times of peak congestion on adjacent facilities. Freeways, especially controlled access, are typically paralleled by service roads that serve as the interface between the freeway and the adjacent community’s arterial and collector street network. Figure 11. I-35 Managed lanes illustrative - View from Schertz Parkway. Source: I-35 EIS Principal Arterials The recommended ROW for principal arterials ranges from 120 to 130 feet. The ROW is intended to accommodate higher volumes and levels of mobility, providing substantial regional access and statewide travel. A ROW of 120 feet allows for four travel lanes and associated spaces. Where six travel lanes are needed, a typical section of 130 feet can be used. Urban principal arterial roadways provide the predominant passageways through the urbanized portions of the community and connect to the regional freeway network, typically providing for curb and gutter drainage. Intersections are provided at all arterial, collector and local roadways and as needed allowing for local land access directly to the facility. Intersections with arterial roadways are typically signalized and provisions made for one or more left turn lanes and occasionally right-turn lanes to facilitate the through movements along the arterial. Principal urban arterial roadways provide at least two travel lanes in each direction plus a center median area for separations of traffic. The median area may be used to provide channelized left-turn lanes, continuous left-turn lanes, and/or streetscape. Where traffic operational Chapter 3. Thoroughfare System Plan 41 analyses support the need for greater throughput capacity, a six-lane section may be considered — as is the case for the ultimate build out of FM 1518 south of FM 78. Access management practices should be employed to minimize the impacts of property access (i.e., driveways) on the principal arterial facility. Sidewalks, five to ten feet in width, should be provided along either sides of the roadway, buffered from travel lanes. A divided median is key for this classification of roadway, and a median width minimum of 16 feet is included. A divided median of sufficient width allows area for dedicated left turn lanes at intersections and provides access management for fewer turning conflicts, and preservation of traffic flow. The median may be raised, or surfaced depending on the adjacent land use. Driveway access onto principal arterials should be limited by access management and spacing requirements, and parking along arterial roadways is generally prohibited. The illustrations below show typical sections for four and six travel lanes with surfaced medians. · High degree of regional mobility, higher traffic volumes and operational speeds · Access is carefully managed · Curb and gutter section with underground stormwater utilities and drainage · Examples include Roy Richard Drive (FM 3009), FM 78, FM 1103, and FM 1518 south of FM 78. Figure 12. Four-Lane Principal Arterial Section Figure 13. Six-Lane Principal Arterial Section Chapter 3. Thoroughfare System Plan 42 Secondary Arterial The ROW for a secondary arterial in Schertz is 90 feet wide. The arterial is intended to accommodate medium volumes and local mobility, and provide for connections to neighboring communities. Secondary arterial roadways are intended for local trips, so design speeds should also be notably lower than principal arterials. A ROW of 90 feet allows for four travel lanes, and space to buffer different travel modes. A divided median is also important for this classification of roadway, allowing some area for reduced width left turn lanes at minor intersections and provides access management for fewer turning conflicts. Additional ROW may be preferred at major intersections. Driveway access to Secondary Arterials should also be guided by access management and spacing requirements. Parking along secondary arterial roadways is generally prohibited, unless parallel parking bays are provided in addition to travel lanes, which may be desirable in a potential mixed-use transit oriented district north of I-35. Bicycle accommodation is intended to be provided on a shared-use path (or hike-and-bike path), buffered from the roadway. · Cross-Town mobility · Accommodates medium traffic volumes and operational speeds · Managed Access · Four-lane divided · Curb and gutter drainage · Examples include Lower Seguin Road east of FM 1518, Wiederstein/Old Wiederstein Road, and the east-west portion of Trainer Hale Road. Figure 14. Secondary Arterial Section – Wiederstein Road Chapter 3. Thoroughfare System Plan 43 Secondary Rural Arterial Rural Secondary Arterial roadways carry traffic across significant segments of the city, connect principal arterials to collectors and accommodate moderate volumes at higher speeds. This section is intended for use where adjacent, planned land uses are lower intensity, and access points fewer than the urban section would provide. The recommended ROW for Secondary Rural Arterials is 90 feet and is intended to include a three-lane section, with two travel lanes and a surfaced median. Travel lanes should be 12 feet wide with 6- to 8-foot-wide shoulders to accommodate emergency parking, extended site lines, and bicycles. Wide areas at the edge of paved shoulders provide for stormwater drainage and buffer from the roadway from adjacent property. Where sidewalks are provided, they should be between the drainage channel and the edge of the ROW. Driveways should still be guided by access management principles. A two-way left- turn lane in the center of the section provides buffer distance from oncoming traffic and left turn opportunities without obstructing the through-movement. An adjacent 20-foot-wide trail easement allows for accommodating pedestrians and bicycles on a shared-use path (or hike-and-bike path) sufficiently buffered from the travel way, and opportunities for tree growth. · Cross-town mobility · Accommodates medium traffic volumes and higher operational speeds · Access is managed · Two-lane divided · Open section drainage Examples include Lower Seguin Road west of Hollering Vine and adjacent to Randolph AFB, and Ware Seguin Road west of FM 1518. Figure 15. Secondary Rural Arterial Section – Ware Seguin Road. Chapter 3. Thoroughfare System Plan 44 Collectors Collector roadways serve to provide access to higher functional class facilities, access to residential areas, and provide access and circulation to commercial areas. They are designed for short trips, lower speeds, and connections between residential and commercial areas. They are differentiated from arterial streets by their length and degree of access to adjacent development where driveway access is seldom limited. The recommended ROW for Collector roadways is 70 feet wide. The pavement width of 40 feet is wide enough to provide different layouts of lane striping to accommodate adjacent uses – whether it is on street parking, or bike lanes, or a center-turn lane, the width is intended to be flexible over time as needs change. Three typical sections are provided: one residential section with on street bike lanes, one commercial section with a middle turn lane for frequent driveways and turn-movements, and one commercial section with on street parking. · Collection and distribution of traffic · Speeds and volumes dependent on adjacent land uses and neighborhoods served · Access to development and neighborhoods · Connectivity to arterial and residential collector streets Typical Residential Collector – 70-foot ROW: 7-foot buffered bike lanes accommodate bicycles of all comfort levels. Examples include Ray Corbett Drive, Live Oak Road, Wiederstein Road west of FM 3009, Country Club Boulevard, Eckhardt Road, and segments of Ware Seguin Road. Figure 16. Residential Collector – Example: Savanah Drive Chapter 3. Thoroughfare System Plan 45 Typical Commercial Collectors – 70-foot ROW – applicable in Southern Schertz near I-10 and northern Schertz near I-35. The 12-foot-wide outside lanes can accommodate more experienced bicycles. A shared- used path on one side accommodates less experienced bicycles. Figure 18. Commercial Collector (TOD) - Example: New Streets in TOD area Local Residential and Commercial/Industrial Streets The primary function of local streets is to provide access to and from properties. Local streets feed to and from the collector street network, but occasionally may tie directly to arterial streets. The urban local residential street is described in the Schertz Unified Development Code as a 30-foot pavement width, with curb-and-gutter drainage and minimum 5-foot-wide sidewalks on each side of the street, buffered from the curb. Local residential streets have a 50-foot-wide ROW. Local commercial/industrial streets are described as 42 feet of pavement, with curb and gutter drainage, 5-foot sidewalks, and a 60-foot-wide ROW. Local streets are not illustrated on the MTP map, but are encouraged to be developed to increase connectivity, lessen block lengths, and encourage active and non-auto modes of travel for people on foot, pedestrians in wheelchairs, and people on bike. Figure 17. Commercial Collector - Example: Four Oaks Lane DRAFT Impact Fee CIP Project Cost Estimates 1 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 17 STA 3,000.00$ 51,000$ 2 Unclassified Street Excavation 4,200 CY 20.00$ 84,000$ 3 3" HMAC (Type "D")9,100 SY 18.00$ 163,800$ 4 10" Flex Base 11,300 SY 18.00$ 203,400$ 5 6" Moisture Conditioned Subgrade 11,300 SY 7.00$ 79,100$ 6 TX-5 Geogrid 11,300 SY 1.00$ 11,300$ 7 6" Monolithic Concrete Curb & Gutter 6,760 LF 25.00$ 169,000$ 8 4" Concrete Sidewalk and Ramps 2,800 SY 50.00$ 140,000$ 9 Block Sodding and Topsoil 9,950 SY 5.00$ 49,750$ Paving Estimate Subtotal:951,350$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%19,100$ 11 5%47,600$ 12 3%28,600$ 13 20%190,300$ Other Components Estimate Subtotal:285,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:1,236,950$ Mobilization 5%61,900$ Contingency 10%129,900$ Construction Cost Estimate Total:1,428,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,428,800$ Engineering/Survey/Testing 7%100,000$ Right-of-Way Acquisition 0.75$ 38,000$ 38,000$ Impact Fee Project Cost Estimate Total:1,566,800$ Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FM 2252 IH-35 to FM 482 1,690 Principal Arterial Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None None 120 Raised 48 Widening of roadway to thoroughfare standard Shared-Use Path bicycle facility 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 2 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 34 STA 3,000.00$ 102,000$ 2 Unclassified Street Excavation 8,300 CY 20.00$ 166,000$ 3 3" HMAC (Type "D")18,100 SY 18.00$ 325,800$ 4 10" Flex Base 22,600 SY 18.00$ 406,800$ 5 6" Moisture Conditioned Subgrade 22,600 SY 7.00$ 158,200$ 6 TX-5 Geogrid 22,600 SY 1.00$ 22,600$ 7 6" Monolithic Concrete Curb & Gutter 13,520 LF 25.00$ 338,000$ 8 4" Concrete Sidewalk and Ramps 5,600 SY 50.00$ 280,000$ 9 Block Sodding and Topsoil 8,640 SY 5.00$ 43,200$ Paving Estimate Subtotal:1,842,600$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%36,900$ 11 5%92,200$ 12 3%55,300$ 13 20%368,600$ Other Components Estimate Subtotal:553,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other 150,000$ 150,000$ Special Components Estimate Subtotal:150,000$ I, II, & III Construction Subtotal:2,545,600$ Mobilization 5%127,300$ Contingency 10%267,300$ Construction Cost Estimate Total:2,940,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,940,200$ Engineering/Survey/Testing 7%205,800$ Right-of-Way Acquisition 0.75$ -$ -$ Impact Fee Project Cost Estimate Total:3,146,000$ Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FM 2252 FM 482 to Railroad Tracks 3,379 Secondary Arterial Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None At-grade RR crossing 90 Raised 48 Widening of roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 3 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 12 STA 3,000.00$ 36,000$ 2 Unclassified Street Excavation 2,900 CY 20.00$ 58,000$ 3 3" HMAC (Type "D")6,200 SY 18.00$ 111,600$ 4 10" Flex Base 7,800 SY 18.00$ 140,400$ 5 6" Moisture Conditioned Subgrade 7,800 SY 7.00$ 54,600$ 6 TX-5 Geogrid 7,800 SY 1.00$ 7,800$ 7 6" Monolithic Concrete Curb & Gutter 4,650 LF 25.00$ 116,250$ 8 4" Concrete Sidewalk and Ramps 1,900 SY 50.00$ 95,000$ 9 Block Sodding and Topsoil 2,970 SY 5.00$ 14,850$ Paving Estimate Subtotal:634,500$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%12,700$ 11 5%31,800$ 12 3%19,100$ 13 20%126,900$ Other Components Estimate Subtotal:190,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:825,000$ Mobilization 5%41,300$ Contingency 10%86,700$ Construction Cost Estimate Total:953,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -953,000$ Engineering/Survey/Testing 7%66,700$ Right-of-Way Acquisition 0.75$ -$ -$ Impact Fee Project Cost Estimate Total:1,019,700$ Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FM 2252 Railroad Tracks to N. City Limits 1,162 Secondary Arterial Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None None 90 Raised 48 Widening of roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 4 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 66 STA 3,000.00$ 198,000$ 2 Unclassified Street Excavation 16,200 CY 20.00$ 324,000$ 3 3" HMAC (Type "D")35,200 SY 18.00$ 633,600$ 4 10" Flex Base 44,000 SY 18.00$ 792,000$ 5 6" Moisture Conditioned Subgrade 44,000 SY 7.00$ 308,000$ 6 TX-5 Geogrid 44,000 SY 1.00$ 44,000$ 7 6" Monolithic Concrete Curb & Gutter 26,400 LF 25.00$ 660,000$ 8 4" Concrete Sidewalk and Ramps 11,000 SY 50.00$ 550,000$ 9 Block Sodding and Topsoil 16,870 SY 5.00$ 84,350$ Paving Estimate Subtotal:3,593,950$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%71,900$ 11 5%179,700$ 12 3%107,900$ 13 20%718,800$ Other Components Estimate Subtotal:1,078,300$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other 150,000$ 150,000$ Special Components Estimate Subtotal:150,000$ I, II, & III Construction Subtotal:4,822,250$ Mobilization 5%241,200$ Contingency 10%506,400$ Construction Cost Estimate Total:5,569,900$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -5,569,900$ Engineering/Survey/Testing 7%389,900$ Right-of-Way Acquisition 0.75$ 445,500$ 445,500$ Impact Fee Project Cost Estimate Total:6,405,300$ Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate N/S CONNECTOR (1) IH-35 to Railroad Tracks 6,600 Secondary Arterial Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None At-grade RR crossing 90 Raised 48 Construction of new roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 5 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 53 STA 3,000.00$ 159,000$ 2 Unclassified Street Excavation 15,800 CY 20.00$ 316,000$ 3 3" HMAC (Type "D")36,100 SY 18.00$ 649,800$ 4 10" Flex Base 43,000 SY 18.00$ 774,000$ 5 6" Moisture Conditioned Subgrade 43,000 SY 7.00$ 301,000$ 6 TX-5 Geogrid 43,000 SY 1.00$ 43,000$ 7 6" Monolithic Concrete Curb & Gutter 20,910 LF 25.00$ 522,750$ 8 4" Concrete Sidewalk and Ramps 5,800 SY 50.00$ 290,000$ 9 Block Sodding and Topsoil 8,130 SY 5.00$ 40,650$ Paving Estimate Subtotal:3,096,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%62,000$ 11 5%154,900$ 12 3%92,900$ 13 20%619,300$ Other Components Estimate Subtotal:929,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other 150,000$ 150,000$ Special Components Estimate Subtotal:150,000$ I, II, & III Construction Subtotal:4,175,300$ Mobilization 5%208,800$ Contingency 10%438,500$ Construction Cost Estimate Total:4,822,600$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -4,822,600$ Engineering/Survey/Testing 7%337,600$ Right-of-Way Acquisition 0.75$ 352,800$ 352,800$ Impact Fee Project Cost Estimate Total:5,513,000$ On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate E/W CONNECTOR (1) N/S Connector (1) to FM 2252 5,227 Secondary Arterial Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None At-grade RR crossing 90 Raised 62 Construction of new roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 6 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 53 STA 3,000.00$ 159,000$ 2 Unclassified Street Excavation 10,300 CY 20.00$ 206,000$ 3 3" HMAC (Type "D")24,400 SY 18.00$ 439,200$ 4 10" Flex Base 27,900 SY 18.00$ 502,200$ 5 6" Moisture Conditioned Subgrade 27,900 SY 7.00$ 195,300$ 6 TX-5 Geogrid 27,900 SY 1.00$ 27,900$ 7 6" Monolithic Concrete Curb & Gutter 10,460 LF 25.00$ 261,500$ 8 4" Concrete Sidewalk and Ramps 13,900 SY 50.00$ 695,000$ 9 Block Sodding and Topsoil 0 SY 5.00$ -$ Paving Estimate Subtotal:2,486,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%49,800$ 11 5%124,400$ 12 3%74,600$ 13 20%497,300$ Other Components Estimate Subtotal:746,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:3,232,200$ Mobilization 5%161,700$ Contingency 10%339,400$ Construction Cost Estimate Total:3,733,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,733,300$ Engineering/Survey/Testing 7%261,300$ Right-of-Way Acquisition 0.75$ 274,400$ 274,400$ Impact Fee Project Cost Estimate Total:4,269,000$ On-street parking (9' + 9') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate E/W CONNECTOR (2) N/S Connector (1) to FM 2252 5,227 Commercial Collector B Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None None 70 None 42 Construction of new roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 7 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 56 STA 3,000.00$ 168,000$ 2 Unclassified Street Excavation 13,600 CY 20.00$ 272,000$ 3 3" HMAC (Type "D")29,600 SY 18.00$ 532,800$ 4 10" Flex Base 37,000 SY 18.00$ 666,000$ 5 6" Moisture Conditioned Subgrade 37,000 SY 7.00$ 259,000$ 6 TX-5 Geogrid 37,000 SY 1.00$ 37,000$ 7 6" Monolithic Concrete Curb & Gutter 22,180 LF 25.00$ 554,500$ 8 4" Concrete Sidewalk and Ramps 9,200 SY 50.00$ 460,000$ 9 Block Sodding and Topsoil 32,650 SY 5.00$ 163,250$ Paving Estimate Subtotal:3,112,550$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%62,300$ 11 5%155,700$ 12 3%93,400$ 13 20%622,600$ Other Components Estimate Subtotal:934,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures 200,000$ 200,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:200,000$ I, II, & III Construction Subtotal:4,246,550$ Mobilization 5%212,400$ Contingency 10%445,900$ Construction Cost Estimate Total:4,904,900$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -4,904,900$ Engineering/Survey/Testing 7%343,300$ Right-of-Way Acquisition 0.75$ 207,900$ 207,900$ Impact Fee Project Cost Estimate Total:5,456,100$ Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FM 482 FM 2252 to Hubertus Rd 5,544 Principal Arterial Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None 2 Minor Crossings City of Schertz None None None 120 Raised 48 Widening of roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 8 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 53 STA 3,000.00$ 159,000$ 2 Unclassified Street Excavation 13,000 CY 20.00$ 260,000$ 3 3" HMAC (Type "D")28,200 SY 18.00$ 507,600$ 4 10" Flex Base 35,200 SY 18.00$ 633,600$ 5 6" Moisture Conditioned Subgrade 35,200 SY 7.00$ 246,400$ 6 TX-5 Geogrid 35,200 SY 1.00$ 35,200$ 7 6" Monolithic Concrete Curb & Gutter 21,120 LF 25.00$ 528,000$ 8 4" Concrete Sidewalk and Ramps 8,800 SY 50.00$ 440,000$ 9 Block Sodding and Topsoil 31,090 SY 5.00$ 155,450$ Paving Estimate Subtotal:2,965,250$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%59,400$ 11 5%148,300$ 12 3%89,000$ 13 20%593,100$ Other Components Estimate Subtotal:889,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other 150,000$ 150,000$ Special Components Estimate Subtotal:150,000$ I, II, & III Construction Subtotal:4,005,050$ Mobilization 5%200,300$ Contingency 10%420,600$ Construction Cost Estimate Total:4,626,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -4,626,000$ Engineering/Survey/Testing 7%323,800$ Right-of-Way Acquisition 0.75$ 198,000$ 198,000$ Impact Fee Project Cost Estimate Total:5,147,800$ Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FM 482 Hubertus Rd to Railroad Tracks 5,280 Principal Arterial Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None At-grade RR crossing 120 Raised 48 Widening of roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 9 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 8 STA 3,000.00$ 24,000$ 2 Unclassified Street Excavation 2,000 CY 20.00$ 40,000$ 3 3" HMAC (Type "D")4,300 SY 18.00$ 77,400$ 4 10" Flex Base 5,400 SY 18.00$ 97,200$ 5 6" Moisture Conditioned Subgrade 5,400 SY 7.00$ 37,800$ 6 TX-5 Geogrid 5,400 SY 1.00$ 5,400$ 7 6" Monolithic Concrete Curb & Gutter 3,200 LF 25.00$ 80,000$ 8 4" Concrete Sidewalk and Ramps 1,300 SY 50.00$ 65,000$ 9 Block Sodding and Topsoil 4,710 SY 5.00$ 23,550$ Paving Estimate Subtotal:450,350$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%9,100$ 11 5%22,600$ 12 3%13,600$ 13 20%90,100$ Other Components Estimate Subtotal:135,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:585,750$ Mobilization 5%29,300$ Contingency 10%61,600$ Construction Cost Estimate Total:676,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -676,700$ Engineering/Survey/Testing 7%47,400$ Right-of-Way Acquisition 0.75$ 30,000$ 30,000$ Impact Fee Project Cost Estimate Total:754,100$ Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FM 482 800' West of Friesenhahn Ln. to Friesenhahn Ln. 800 Principal Arterial Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None None 120 Raised 48 Widening of roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 10 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 32 STA 3,000.00$ 96,000$ 2 Unclassified Street Excavation 7,700 CY 20.00$ 154,000$ 3 3" HMAC (Type "D")16,700 SY 18.00$ 300,600$ 4 10" Flex Base 20,800 SY 18.00$ 374,400$ 5 6" Moisture Conditioned Subgrade 20,800 SY 7.00$ 145,600$ 6 TX-5 Geogrid 20,800 SY 1.00$ 20,800$ 7 6" Monolithic Concrete Curb & Gutter 12,470 LF 25.00$ 311,750$ 8 4" Concrete Sidewalk and Ramps 5,200 SY 50.00$ 260,000$ 9 Block Sodding and Topsoil 18,350 SY 5.00$ 91,750$ Paving Estimate Subtotal:1,754,900$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%35,100$ 11 5%87,800$ 12 3%52,700$ 13 20%351,000$ Other Components Estimate Subtotal:526,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures 100,000$ 100,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:100,000$ I, II, & III Construction Subtotal:2,381,500$ Mobilization 5%119,100$ Contingency 10%250,100$ Construction Cost Estimate Total:2,750,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,750,700$ Engineering/Survey/Testing 7%192,500$ Right-of-Way Acquisition 0.75$ 116,800$ 116,800$ Impact Fee Project Cost Estimate Total:3,060,000$ Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FM 482 Friesenhahn Ln. to Schwab Rd. 3,115 Principal Arterial Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None 1 Minor Crossing City of Schertz None None None 120 Raised 48 Widening of roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 11 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 64 STA 3,000.00$ 192,000$ 2 Unclassified Street Excavation 15,500 CY 20.00$ 310,000$ 3 3" HMAC (Type "D")33,800 SY 18.00$ 608,400$ 4 10" Flex Base 42,300 SY 18.00$ 761,400$ 5 6" Moisture Conditioned Subgrade 42,300 SY 7.00$ 296,100$ 6 TX-5 Geogrid 42,300 SY 1.00$ 42,300$ 7 6" Monolithic Concrete Curb & Gutter 25,350 LF 25.00$ 633,750$ 8 4" Concrete Sidewalk and Ramps 10,600 SY 50.00$ 530,000$ 9 Block Sodding and Topsoil 37,310 SY 5.00$ 186,550$ Paving Estimate Subtotal:3,560,500$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%71,300$ 11 5%178,100$ 12 3%106,900$ 13 20%712,100$ Other Components Estimate Subtotal:1,068,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures 200,000$ 200,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:200,000$ I, II, & III Construction Subtotal:4,828,900$ Mobilization 5%241,500$ Contingency 10%507,100$ Construction Cost Estimate Total:5,577,500$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -5,577,500$ Engineering/Survey/Testing 7%390,400$ Right-of-Way Acquisition 0.75$ 237,600$ 237,600$ Impact Fee Project Cost Estimate Total:6,205,500$ Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FM 482 Schwab Rd. to E. City Limits 6,336 Principal Arterial Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None 2 Minor Crossings City of Schertz None None None 120 Raised 48 Widening of roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 12 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 31 STA 3,000.00$ 93,000$ 2 Unclassified Street Excavation 7,400 CY 20.00$ 148,000$ 3 3" HMAC (Type "D")16,100 SY 18.00$ 289,800$ 4 10" Flex Base 20,100 SY 18.00$ 361,800$ 5 6" Moisture Conditioned Subgrade 20,100 SY 7.00$ 140,700$ 6 TX-5 Geogrid 20,100 SY 1.00$ 20,100$ 7 6" Monolithic Concrete Curb & Gutter 12,040 LF 25.00$ 301,000$ 8 4" Concrete Sidewalk and Ramps 5,000 SY 50.00$ 250,000$ 9 Block Sodding and Topsoil 17,720 SY 5.00$ 88,600$ Paving Estimate Subtotal:1,693,000$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%33,900$ 11 5%84,700$ 12 3%50,800$ 13 20%338,600$ Other Components Estimate Subtotal:508,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:2,201,000$ Mobilization 5%110,100$ Contingency 10%231,200$ Construction Cost Estimate Total:2,542,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,542,300$ Engineering/Survey/Testing 7%178,000$ Right-of-Way Acquisition 0.75$ 135,400$ 135,400$ Impact Fee Project Cost Estimate Total:2,855,700$ Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate HUBERTUS ROAD IH-35 to FM 482 3,010 Principal Arterial Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None None 120 Raised 48 Widening of roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 13 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 16 STA 3,000.00$ 48,000$ 2 Unclassified Street Excavation 3,900 CY 20.00$ 78,000$ 3 3" HMAC (Type "D")8,500 SY 18.00$ 153,000$ 4 10" Flex Base 10,600 SY 18.00$ 190,800$ 5 6" Moisture Conditioned Subgrade 10,600 SY 7.00$ 74,200$ 6 TX-5 Geogrid 10,600 SY 1.00$ 10,600$ 7 6" Monolithic Concrete Curb & Gutter 6,340 LF 25.00$ 158,500$ 8 4" Concrete Sidewalk and Ramps 2,600 SY 50.00$ 130,000$ 9 Block Sodding and Topsoil 9,330 SY 5.00$ 46,650$ Paving Estimate Subtotal:889,750$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%17,800$ 11 5%44,500$ 12 3%26,700$ 13 20%178,000$ Other Components Estimate Subtotal:267,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:1,156,750$ Mobilization 5%57,900$ Contingency 10%121,500$ Construction Cost Estimate Total:1,336,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,336,200$ Engineering/Survey/Testing 7%93,500$ Right-of-Way Acquisition 0.75$ 142,600$ 142,600$ Impact Fee Project Cost Estimate Total:1,572,300$ Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate HUBERTUS ROAD FM 482 to N. City Limits 1,584 Principal Arterial Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None None 120 Raised 48 Construction of new roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 14 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 17 STA 3,000.00$ 51,000$ 2 Unclassified Street Excavation 3,100 CY 20.00$ 62,000$ 3 3" HMAC (Type "D")7,200 SY 18.00$ 129,600$ 4 10" Flex Base 8,300 SY 18.00$ 149,400$ 5 6" Moisture Conditioned Subgrade 8,300 SY 7.00$ 58,100$ 6 TX-5 Geogrid 8,300 SY 1.00$ 8,300$ 7 6" Monolithic Concrete Curb & Gutter 3,380 LF 25.00$ 84,500$ 8 4" Concrete Sidewalk and Ramps 2,800 SY 50.00$ 140,000$ 9 Block Sodding and Topsoil 2,820 SY 5.00$ 14,100$ Paving Estimate Subtotal:697,000$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%14,000$ 11 5%34,900$ 12 3%21,000$ 13 20%139,400$ Other Components Estimate Subtotal:209,300$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other 150,000$ 150,000$ Special Components Estimate Subtotal:150,000$ I, II, & III Construction Subtotal:1,056,300$ Mobilization 5%52,900$ Contingency 10%111,000$ Construction Cost Estimate Total:1,220,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,220,200$ Engineering/Survey/Testing 7%85,400$ Right-of-Way Acquisition 0.75$ 38,000$ 38,000$ Impact Fee Project Cost Estimate Total:1,343,600$ Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FRIESENHAHN LANE IH-35 to FM 482 1,690 Commercial Collector A Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None At-grade RR crossing 70 Two-Way Left Turn Lane 38 Widening of roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 15 Roadway Information: Functional Classification:No. of Lanes:6 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 34 STA 3,000.00$ 102,000$ 2 Unclassified Street Excavation 10,900 CY 20.00$ 218,000$ 3 3" HMAC (Type "D")25,200 SY 18.00$ 453,600$ 4 10" Flex Base 29,600 SY 18.00$ 532,800$ 5 6" Moisture Conditioned Subgrade 29,600 SY 7.00$ 207,200$ 6 TX-5 Geogrid 29,600 SY 1.00$ 29,600$ 7 6" Monolithic Concrete Curb & Gutter 13,310 LF 25.00$ 332,750$ 8 4" Concrete Sidewalk and Ramps 5,500 SY 50.00$ 275,000$ 9 Block Sodding and Topsoil 41,760 SY 5.00$ 208,800$ Paving Estimate Subtotal:2,359,750$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%47,200$ 11 5%118,000$ 12 3%70,800$ 13 20%472,000$ Other Components Estimate Subtotal:708,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures 100,000$ 100,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other 150,000$ 150,000$ Special Components Estimate Subtotal:250,000$ I, II, & III Construction Subtotal:3,317,750$ Mobilization 5%165,900$ Contingency 10%348,400$ Construction Cost Estimate Total:3,832,100$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,832,100$ Engineering/Survey/Testing 7%268,200$ Right-of-Way Acquisition 0.75$ 274,400$ 274,400$ Impact Fee Project Cost Estimate Total:4,374,700$ Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate SCHWAB ROAD IH-35 to FM 482 3,326 Principal Arterial Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None 1 Minor Crossing City of Schertz None None At-grade RR crossing 200 Raised 68 Widening of roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 16 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 84 STA 3,000.00$ 252,000$ 2 Unclassified Street Excavation 15,100 CY 20.00$ 302,000$ 3 3" HMAC (Type "D")35,500 SY 18.00$ 639,000$ 4 10" Flex Base 41,100 SY 18.00$ 739,800$ 5 6" Moisture Conditioned Subgrade 41,100 SY 7.00$ 287,700$ 6 TX-5 Geogrid 41,100 SY 1.00$ 41,100$ 7 6" Monolithic Concrete Curb & Gutter 16,800 LF 25.00$ 420,000$ 8 4" Concrete Sidewalk and Ramps 14,000 SY 50.00$ 700,000$ 9 Block Sodding and Topsoil 13,990 SY 5.00$ 69,950$ Paving Estimate Subtotal:3,451,550$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%69,100$ 11 5%172,600$ 12 3%103,600$ 13 20%690,400$ Other Components Estimate Subtotal:1,035,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures 100,000$ 100,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:100,000$ I, II, & III Construction Subtotal:4,587,250$ Mobilization 5%229,400$ Contingency 10%481,700$ Construction Cost Estimate Total:5,298,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -5,298,400$ Engineering/Survey/Testing 7%370,900$ Right-of-Way Acquisition 0.75$ 440,700$ 440,700$ Impact Fee Project Cost Estimate Total:6,110,000$ Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate E/W CONNECTOR (3) Hubertus Rd. to David Lack Blvd. 8,395 Commercial Collector A Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None 1 Minor Crossing City of Schertz None None None 70 Two-Way Left Turn Lane 38 Construction of new roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 17 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 59 STA 3,000.00$ 177,000$ 2 Unclassified Street Excavation 10,600 CY 20.00$ 212,000$ 3 3" HMAC (Type "D")24,800 SY 18.00$ 446,400$ 4 10" Flex Base 28,700 SY 18.00$ 516,600$ 5 6" Moisture Conditioned Subgrade 28,700 SY 7.00$ 200,900$ 6 TX-5 Geogrid 28,700 SY 1.00$ 28,700$ 7 6" Monolithic Concrete Curb & Gutter 11,730 LF 25.00$ 293,250$ 8 4" Concrete Sidewalk and Ramps 6,500 SY 50.00$ 325,000$ 9 Block Sodding and Topsoil 13,020 SY 5.00$ 65,100$ Paving Estimate Subtotal:2,264,950$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%45,300$ 11 5%113,300$ 12 3%68,000$ 13 20%453,000$ Other Components Estimate Subtotal:679,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:2,944,550$ Mobilization 5%147,300$ Contingency 10%309,200$ Construction Cost Estimate Total:3,401,100$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,401,100$ Engineering/Survey/Testing 7%238,100$ Right-of-Way Acquisition 0.75$ 87,900$ 87,900$ Impact Fee Project Cost Estimate Total:3,727,100$ On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate ECKHARDT ROAD Froboese Ln. to Green Valley Rd. 5,861 Residential Collector Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None None 70 None 38 Widening of roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 18 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 61 STA 3,000.00$ 183,000$ 2 Unclassified Street Excavation 14,800 CY 20.00$ 296,000$ 3 3" HMAC (Type "D")32,200 SY 18.00$ 579,600$ 4 10" Flex Base 40,200 SY 18.00$ 723,600$ 5 6" Moisture Conditioned Subgrade 40,200 SY 7.00$ 281,400$ 6 TX-5 Geogrid 40,200 SY 1.00$ 40,200$ 7 6" Monolithic Concrete Curb & Gutter 24,080 LF 25.00$ 602,000$ 8 4" Concrete Sidewalk and Ramps 10,000 SY 50.00$ 500,000$ 9 Block Sodding and Topsoil 15,380 SY 5.00$ 76,900$ Paving Estimate Subtotal:3,282,700$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%65,700$ 11 5%164,200$ 12 3%98,500$ 13 20%656,600$ Other Components Estimate Subtotal:985,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:4,267,700$ Mobilization 5%213,400$ Contingency 10%448,200$ Construction Cost Estimate Total:4,929,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -4,929,300$ Engineering/Survey/Testing 7%345,100$ Right-of-Way Acquisition 0.75$ 406,300$ 406,300$ Impact Fee Project Cost Estimate Total:5,680,700$ Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate SCHWAB ROAD IH-35 to S. City Limits 6,019 Secondary Arterial Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None None 90 Raised 48 Construction of new roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 19 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 31 STA 3,000.00$ 93,000$ 2 Unclassified Street Excavation 5,400 CY 20.00$ 108,000$ 3 3" HMAC (Type "D")12,800 SY 18.00$ 230,400$ 4 10" Flex Base 14,800 SY 18.00$ 266,400$ 5 6" Moisture Conditioned Subgrade 14,800 SY 7.00$ 103,600$ 6 TX-5 Geogrid 14,800 SY 1.00$ 14,800$ 7 6" Monolithic Concrete Curb & Gutter 6,020 LF 25.00$ 150,500$ 8 4" Concrete Sidewalk and Ramps 3,300 SY 50.00$ 165,000$ 9 Block Sodding and Topsoil 6,690 SY 5.00$ 33,450$ Paving Estimate Subtotal:1,165,150$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%23,400$ 11 5%58,300$ 12 3%35,000$ 13 20%233,100$ Other Components Estimate Subtotal:349,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:1,514,950$ Mobilization 5%75,800$ Contingency 10%159,100$ Construction Cost Estimate Total:1,749,900$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,749,900$ Engineering/Survey/Testing 7%122,500$ Right-of-Way Acquisition 0.75$ 158,000$ 158,000$ Impact Fee Project Cost Estimate Total:2,030,400$ On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FROBOESE LANE Schwab Rd. to Eckhardt Rd. 3,010 Residential Collector Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None None 70 None 38 Construction of new roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 20 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 14 STA 3,000.00$ 42,000$ 2 Unclassified Street Excavation 2,500 CY 20.00$ 50,000$ 3 3" HMAC (Type "D")5,900 SY 18.00$ 106,200$ 4 10" Flex Base 6,800 SY 18.00$ 122,400$ 5 6" Moisture Conditioned Subgrade 6,800 SY 7.00$ 47,600$ 6 TX-5 Geogrid 6,800 SY 1.00$ 6,800$ 7 6" Monolithic Concrete Curb & Gutter 2,760 LF 25.00$ 69,000$ 8 4" Concrete Sidewalk and Ramps 1,500 SY 50.00$ 75,000$ 9 Block Sodding and Topsoil 3,070 SY 5.00$ 15,350$ Paving Estimate Subtotal:534,350$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%10,700$ 11 5%26,800$ 12 3%16,100$ 13 20%106,900$ Other Components Estimate Subtotal:160,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:694,850$ Mobilization 5%34,800$ Contingency 10%73,000$ Construction Cost Estimate Total:802,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -802,700$ Engineering/Survey/Testing 7%56,200$ Right-of-Way Acquisition 0.75$ 31,100$ 31,100$ Impact Fee Project Cost Estimate Total:890,000$ On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FROBOESE LANE E/W Break Pt. 1 to E/W Break Pt. 2 1,380 Residential Collector Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None None 70 None 38 Widening of roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 21 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 46 STA 3,000.00$ 138,000$ 2 Unclassified Street Excavation 11,300 CY 20.00$ 226,000$ 3 3" HMAC (Type "D")24,500 SY 18.00$ 441,000$ 4 10" Flex Base 30,700 SY 18.00$ 552,600$ 5 6" Moisture Conditioned Subgrade 30,700 SY 7.00$ 214,900$ 6 TX-5 Geogrid 30,700 SY 1.00$ 30,700$ 7 6" Monolithic Concrete Curb & Gutter 18,380 LF 25.00$ 459,500$ 8 4" Concrete Sidewalk and Ramps 7,700 SY 50.00$ 385,000$ 9 Block Sodding and Topsoil 11,740 SY 5.00$ 58,700$ Paving Estimate Subtotal:2,506,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%50,200$ 11 5%125,400$ 12 3%75,200$ 13 20%501,300$ Other Components Estimate Subtotal:752,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:3,258,500$ Mobilization 5%163,000$ Contingency 10%342,200$ Construction Cost Estimate Total:3,763,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,763,700$ Engineering/Survey/Testing 7%263,500$ Right-of-Way Acquisition 0.75$ 172,300$ 172,300$ Impact Fee Project Cost Estimate Total:4,199,500$ Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate GREEN VALLEY ROAD W. City Limits to E. City Limits 4,594 Secondary Arterial Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None None 90 Raised 48 Widening of roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 22 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 18 STA 3,000.00$ 54,000$ 2 Unclassified Street Excavation 3,200 CY 20.00$ 64,000$ 3 3" HMAC (Type "D")7,400 SY 18.00$ 133,200$ 4 10" Flex Base 8,600 SY 18.00$ 154,800$ 5 6" Moisture Conditioned Subgrade 8,600 SY 7.00$ 60,200$ 6 TX-5 Geogrid 8,600 SY 1.00$ 8,600$ 7 6" Monolithic Concrete Curb & Gutter 3,490 LF 25.00$ 87,250$ 8 4" Concrete Sidewalk and Ramps 1,900 SY 50.00$ 95,000$ 9 Block Sodding and Topsoil 3,870 SY 5.00$ 19,350$ Paving Estimate Subtotal:676,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%13,600$ 11 5%33,900$ 12 3%20,300$ 13 20%135,300$ Other Components Estimate Subtotal:203,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:879,500$ Mobilization 5%44,000$ Contingency 10%92,400$ Construction Cost Estimate Total:1,015,900$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,015,900$ Engineering/Survey/Testing 7%71,100$ Right-of-Way Acquisition 0.75$ 91,500$ 91,500$ Impact Fee Project Cost Estimate Total:1,178,500$ On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate HOMESTEAD PARKWAY Existing Homestead Pkwy. to S. City Limits 1,742 Residential Collector Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None None 70 None 38 Construction of new roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 23 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 19 STA 3,000.00$ 57,000$ 2 Unclassified Street Excavation 3,400 CY 20.00$ 68,000$ 3 3" HMAC (Type "D")7,900 SY 18.00$ 142,200$ 4 10" Flex Base 9,100 SY 18.00$ 163,800$ 5 6" Moisture Conditioned Subgrade 9,100 SY 7.00$ 63,700$ 6 TX-5 Geogrid 9,100 SY 1.00$ 9,100$ 7 6" Monolithic Concrete Curb & Gutter 3,700 LF 25.00$ 92,500$ 8 4" Concrete Sidewalk and Ramps 2,100 SY 50.00$ 105,000$ 9 Block Sodding and Topsoil 4,110 SY 5.00$ 20,550$ Paving Estimate Subtotal:721,850$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%14,500$ 11 5%36,100$ 12 3%21,700$ 13 20%144,400$ Other Components Estimate Subtotal:216,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:938,550$ Mobilization 5%47,000$ Contingency 10%98,600$ Construction Cost Estimate Total:1,084,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,084,200$ Engineering/Survey/Testing 7%75,900$ Right-of-Way Acquisition 0.75$ 97,000$ 97,000$ Impact Fee Project Cost Estimate Total:1,257,100$ On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate COUNTRY CLUB BOULEVARD Scenic Links to S. City Limits 1,848 Residential Collector Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None None 70 None 38 Construction of new roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 24 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 62 STA 3,000.00$ 186,000$ 2 Unclassified Street Excavation 11,100 CY 20.00$ 222,000$ 3 3" HMAC (Type "D")26,100 SY 18.00$ 469,800$ 4 10" Flex Base 30,300 SY 18.00$ 545,400$ 5 6" Moisture Conditioned Subgrade 30,300 SY 7.00$ 212,100$ 6 TX-5 Geogrid 30,300 SY 1.00$ 30,300$ 7 6" Monolithic Concrete Curb & Gutter 12,360 LF 25.00$ 309,000$ 8 4" Concrete Sidewalk and Ramps 6,900 SY 50.00$ 345,000$ 9 Block Sodding and Topsoil 13,730 SY 5.00$ 68,650$ Paving Estimate Subtotal:2,319,600$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%46,400$ 11 5%116,000$ 12 3%69,600$ 13 20%464,000$ Other Components Estimate Subtotal:696,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:3,015,600$ Mobilization 5%150,800$ Contingency 10%316,700$ Construction Cost Estimate Total:3,483,100$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,483,100$ Engineering/Survey/Testing 7%243,800$ Right-of-Way Acquisition 0.75$ 324,300$ 324,300$ Impact Fee Project Cost Estimate Total:4,051,200$ On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate E/W CONNECTOR (4) Country Club Blvd. to Schwab Rd. 6,178 Residential Collector Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None None 70 None 38 Construction of new roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 25 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 24 STA 3,000.00$ 72,000$ 2 Unclassified Street Excavation 4,300 CY 20.00$ 86,000$ 3 3" HMAC (Type "D")10,100 SY 18.00$ 181,800$ 4 10" Flex Base 11,700 SY 18.00$ 210,600$ 5 6" Moisture Conditioned Subgrade 11,700 SY 7.00$ 81,900$ 6 TX-5 Geogrid 11,700 SY 1.00$ 11,700$ 7 6" Monolithic Concrete Curb & Gutter 4,760 LF 25.00$ 119,000$ 8 4" Concrete Sidewalk and Ramps 2,600 SY 50.00$ 130,000$ 9 Block Sodding and Topsoil 5,280 SY 5.00$ 26,400$ Paving Estimate Subtotal:919,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%18,400$ 11 5%46,000$ 12 3%27,600$ 13 20%183,900$ Other Components Estimate Subtotal:275,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:1,195,300$ Mobilization 5%59,800$ Contingency 10%125,600$ Construction Cost Estimate Total:1,380,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,380,700$ Engineering/Survey/Testing 7%96,600$ Right-of-Way Acquisition 0.75$ 124,700$ 124,700$ Impact Fee Project Cost Estimate Total:1,602,000$ On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate E/W CONNECTOR (4) Schwab Rd. to Eckhardt Rd. 2,376 Residential Collector Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None None 70 None 38 Construction of new roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 26 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,000,000$ Engineering/Survey/Testing 7%-$ Right-of-Way Acquisition 0.75$ -$ -$ Impact Fee Project Cost Estimate Total:2,000,000$ City Go Bonds, TxDOT, and AAMPO. City contribution anticipated Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FM 1103 IH-35 to Old Wiederstein Rd. 3,696 Principal Arterial at $2,000,000 Cost per sq. ft.: City of Schertz City contribution 130 Raised 48 Widening of roadway to thoroughfare standard funded through 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 27 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 30 STA 3,000.00$ 90,000$ 2 Unclassified Street Excavation 7,100 CY 20.00$ 142,000$ 3 3" HMAC (Type "D")15,500 SY 18.00$ 279,000$ 4 10" Flex Base 19,400 SY 18.00$ 349,200$ 5 6" Moisture Conditioned Subgrade 19,400 SY 7.00$ 135,800$ 6 TX-5 Geogrid 19,400 SY 1.00$ 19,400$ 7 6" Monolithic Concrete Curb & Gutter 11,620 LF 25.00$ 290,500$ 8 4" Concrete Sidewalk and Ramps 4,800 SY 50.00$ 240,000$ 9 Block Sodding and Topsoil 7,420 SY 5.00$ 37,100$ Paving Estimate Subtotal:1,583,000$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%31,700$ 11 5%79,200$ 12 3%47,500$ 13 20%316,600$ Other Components Estimate Subtotal:475,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures 100,000$ 100,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:100,000$ I, II, & III Construction Subtotal:2,158,000$ Mobilization 5%107,900$ Contingency 10%226,600$ Construction Cost Estimate Total:2,492,500$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,492,500$ Engineering/Survey/Testing 7%174,500$ Right-of-Way Acquisition 0.75$ -$ -$ Impact Fee Project Cost Estimate Total:2,667,000$ Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate N/S CONNECTOR (1) IH-35 to Old Wiederstein Rd. 2,904 Secondary Arterial Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None 1 Minor Crossing City of Schertz None None None 90 Raised 48 Widening of roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 28 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 39 STA 3,000.00$ 117,000$ 2 Unclassified Street Excavation 9,500 CY 20.00$ 190,000$ 3 3" HMAC (Type "D")20,600 SY 18.00$ 370,800$ 4 10" Flex Base 25,700 SY 18.00$ 462,600$ 5 6" Moisture Conditioned Subgrade 25,700 SY 7.00$ 179,900$ 6 TX-5 Geogrid 25,700 SY 1.00$ 25,700$ 7 6" Monolithic Concrete Curb & Gutter 15,420 LF 25.00$ 385,500$ 8 4" Concrete Sidewalk and Ramps 6,400 SY 50.00$ 320,000$ 9 Block Sodding and Topsoil 9,850 SY 5.00$ 49,250$ Paving Estimate Subtotal:2,100,750$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%42,100$ 11 5%105,100$ 12 3%63,100$ 13 20%420,200$ Other Components Estimate Subtotal:630,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:2,731,250$ Mobilization 5%136,600$ Contingency 10%286,800$ Construction Cost Estimate Total:3,154,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,154,700$ Engineering/Survey/Testing 7%220,800$ Right-of-Way Acquisition 0.75$ 260,200$ 260,200$ Impact Fee Project Cost Estimate Total:3,635,700$ Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate N/S CONNECTOR (2) IH-35 to Old Wiederstein Rd. 3,854 Secondary Arterial Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None None 90 Raised 48 Construction of new roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 29 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 106 STA 3,000.00$ 318,000$ 2 Unclassified Street Excavation 19,000 CY 20.00$ 380,000$ 3 3" HMAC (Type "D")44,600 SY 18.00$ 802,800$ 4 10" Flex Base 51,600 SY 18.00$ 928,800$ 5 6" Moisture Conditioned Subgrade 51,600 SY 7.00$ 361,200$ 6 TX-5 Geogrid 51,600 SY 1.00$ 51,600$ 7 6" Monolithic Concrete Curb & Gutter 21,110 LF 25.00$ 527,750$ 8 4" Concrete Sidewalk and Ramps 11,700 SY 50.00$ 585,000$ 9 Block Sodding and Topsoil 23,450 SY 5.00$ 117,250$ Paving Estimate Subtotal:4,072,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%81,500$ 11 5%203,700$ 12 3%122,200$ 13 20%814,500$ Other Components Estimate Subtotal:1,221,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:5,294,300$ Mobilization 5%264,800$ Contingency 10%556,000$ Construction Cost Estimate Total:6,115,100$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -6,115,100$ Engineering/Survey/Testing 7%428,100$ Right-of-Way Acquisition 0.75$ 554,000$ 554,000$ Impact Fee Project Cost Estimate Total:7,097,200$ On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate E/W CONNECTOR (5) N/S Connector (1) to FM 1103 10,552 Residential Collector Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None None 70 None 38 Construction of new roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 30 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 115 STA 3,000.00$ 345,000$ 2 Unclassified Street Excavation 28,100 CY 20.00$ 562,000$ 3 3" HMAC (Type "D")61,200 SY 18.00$ 1,101,600$ 4 10" Flex Base 76,400 SY 18.00$ 1,375,200$ 5 6" Moisture Conditioned Subgrade 76,400 SY 7.00$ 534,800$ 6 TX-5 Geogrid 76,400 SY 1.00$ 76,400$ 7 6" Monolithic Concrete Curb & Gutter 45,840 LF 25.00$ 1,146,000$ 8 4" Concrete Sidewalk and Ramps 19,100 SY 50.00$ 955,000$ 9 Block Sodding and Topsoil 29,280 SY 5.00$ 146,400$ Paving Estimate Subtotal:6,242,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%124,900$ 11 5%312,200$ 12 3%187,300$ 13 20%1,248,500$ Other Components Estimate Subtotal:1,872,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:8,115,300$ Mobilization 5%405,800$ Contingency 10%852,200$ Construction Cost Estimate Total:9,373,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -9,373,300$ Engineering/Survey/Testing 7%656,100$ Right-of-Way Acquisition 0.75$ 257,800$ 257,800$ Impact Fee Project Cost Estimate Total:10,287,200$ Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate OLD WIEDERSTEIN ROAD N/S Connector (1) to Cherry Tree Dr. 11,458 Secondary Arterial Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None City of Schertz None None None 90 Raised 48 Widening of roadway to thoroughfare standard 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 31 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 49 STA 3,000.00$ 147,000$ 2 Unclassified Street Excavation 8,700 CY 20.00$ 174,000$ 3 3" HMAC (Type "D")20,300 SY 18.00$ 365,400$ 4 10" Flex Base 23,500 SY 18.00$ 423,000$ 5 6" Moisture Conditioned Subgrade 23,500 SY 4.00$ 94,000$ 6 TX-5 Geogrid 23,500 SY 1.00$ 23,500$ 7 6" Monolithic Concrete Curb & Gutter 9,610 LF 25.00$ 240,250$ 8 4" Concrete Sidewalk and Ramps 8,000 SY 50.00$ 400,000$ 9 Block Sodding and Topsoil 8,010 SY 5.00$ 40,050$ Paving Estimate Subtotal:1,907,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%38,200$ 11 5%95,400$ 12 3%57,300$ 13 20%381,500$ Other Components Estimate Subtotal:572,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other 150,000$ 150,000$ Special Components Estimate Subtotal:150,000$ I, II, & III Construction Subtotal:2,629,600$ Mobilization 5%131,500$ Contingency 10%276,200$ Construction Cost Estimate Total:3,037,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,037,300$ Engineering/Survey/Testing 7%212,600$ Right-of-Way Acquisition 0.75$ -$ -$ Impact Fee Project Cost Estimate Total:3,249,900$ City of Schertz Commercial Collector A Impact Fee Engineer's Opinion of Probable Construction Cost Estimate DOERR LANE N. City Limits to Lookout Rd. 4,805 None 70 Two-Way Left Turn Lane 38 Widening of roadway to thoroughfare standard Shared-Use Path bicycle facility Pavement Markings & Signage None At-grade RR crossing Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 32 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 43 STA 3,000.00$ 129,000$ 2 Unclassified Street Excavation 8,400 CY 20.00$ 168,000$ 3 3" HMAC (Type "D")20,000 SY 18.00$ 360,000$ 4 10" Flex Base 22,900 SY 18.00$ 412,200$ 5 6" Moisture Conditioned Subgrade 22,900 SY 4.00$ 91,600$ 6 TX-5 Geogrid 22,900 SY 1.00$ 22,900$ 7 6" Monolithic Concrete Curb & Gutter 8,560 LF 25.00$ 214,000$ 8 4" Concrete Sidewalk and Ramps 11,400 SY 50.00$ 570,000$ 9 Block Sodding and Topsoil 0 SY 5.00$ -$ Paving Estimate Subtotal:1,967,700$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%39,400$ 11 5%98,400$ 12 3%59,100$ 13 20%393,600$ Other Components Estimate Subtotal:590,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:2,558,200$ Mobilization 5%128,000$ Contingency 10%268,700$ Construction Cost Estimate Total:2,954,900$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,954,900$ Engineering/Survey/Testing 7%206,800$ Right-of-Way Acquisition 0.75$ 224,500$ 224,500$ Impact Fee Project Cost Estimate Total:3,386,200$ City of Schertz Commercial Collector B Impact Fee Engineer's Opinion of Probable Construction Cost Estimate E/W CONNECTOR (2) FM 3009 to N/S Connector (1) 4,277 None 70 None 42 Construction of new roadway to thoroughfare standard On-street parking (9' + 9') Pavement Markings & Signage None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 33 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 43 STA 3,000.00$ 129,000$ 2 Unclassified Street Excavation 8,400 CY 20.00$ 168,000$ 3 3" HMAC (Type "D")20,000 SY 18.00$ 360,000$ 4 10" Flex Base 22,900 SY 18.00$ 412,200$ 5 6" Moisture Conditioned Subgrade 22,900 SY 4.00$ 91,600$ 6 TX-5 Geogrid 22,900 SY 1.00$ 22,900$ 7 6" Monolithic Concrete Curb & Gutter 8,560 LF 25.00$ 214,000$ 8 4" Concrete Sidewalk and Ramps 11,400 SY 50.00$ 570,000$ 9 Block Sodding and Topsoil 0 SY 5.00$ -$ Paving Estimate Subtotal:1,967,700$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%39,400$ 11 5%98,400$ 12 3%59,100$ 13 20%393,600$ Other Components Estimate Subtotal:590,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:2,558,200$ Mobilization 5%127,900$ Contingency 10%268,700$ Construction Cost Estimate Total:2,954,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,954,800$ Engineering/Survey/Testing 7%206,800$ Right-of-Way Acquisition 0.75$ 224,500$ 224,500$ Impact Fee Project Cost Estimate Total:3,386,100$ City of Schertz Commercial Collector B Impact Fee Engineer's Opinion of Probable Construction Cost Estimate E/W CONNECTOR (6) FM 3009 to N/S Connector (1) 4,277 None 70 None 42 Construction of new roadway to thoroughfare standard On-street parking (9' + 9') Pavement Markings & Signage None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 34 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 52 STA 3,000.00$ 156,000$ 2 Unclassified Street Excavation 9,300 CY 20.00$ 186,000$ 3 3" HMAC (Type "D")21,900 SY 18.00$ 394,200$ 4 10" Flex Base 25,300 SY 18.00$ 455,400$ 5 6" Moisture Conditioned Subgrade 25,300 SY 4.00$ 101,200$ 6 TX-5 Geogrid 25,300 SY 1.00$ 25,300$ 7 6" Monolithic Concrete Curb & Gutter 10,350 LF 25.00$ 258,750$ 8 4" Concrete Sidewalk and Ramps 8,600 SY 50.00$ 430,000$ 9 Block Sodding and Topsoil 8,620 SY 5.00$ 43,100$ Paving Estimate Subtotal:2,049,950$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%41,000$ 11 5%102,500$ 12 3%61,500$ 13 20%410,000$ Other Components Estimate Subtotal:615,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:2,664,950$ Mobilization 5%133,300$ Contingency 10%279,900$ Construction Cost Estimate Total:3,078,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,078,200$ Engineering/Survey/Testing 7%215,500$ Right-of-Way Acquisition 0.75$ -$ -$ Impact Fee Project Cost Estimate Total:3,293,700$ City of Schertz Commercial Collector A Impact Fee Engineer's Opinion of Probable Construction Cost Estimate MID-CITIES PARKWAY IH-35 to FM 3009 5,174 None 70 Two-Way Left Turn Lane 38 Widening of roadway to thoroughfare standard Shared-Use Path bicycle facility Pavement Markings & Signage None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 35 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 43 STA 3,000.00$ 129,000$ 2 Unclassified Street Excavation 12,900 CY 20.00$ 258,000$ 3 3" HMAC (Type "D")29,500 SY 18.00$ 531,000$ 4 10" Flex Base 35,200 SY 18.00$ 633,600$ 5 6" Moisture Conditioned Subgrade 35,200 SY 4.00$ 140,800$ 6 TX-5 Geogrid 35,200 SY 1.00$ 35,200$ 7 6" Monolithic Concrete Curb & Gutter 17,110 LF 25.00$ 427,750$ 8 4" Concrete Sidewalk and Ramps 4,800 SY 50.00$ 240,000$ 9 Block Sodding and Topsoil 6,650 SY 5.00$ 33,250$ Paving Estimate Subtotal:2,428,600$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%48,600$ 11 5%121,500$ 12 3%72,900$ 13 20%485,800$ Other Components Estimate Subtotal:728,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:3,157,400$ Mobilization 5%157,900$ Contingency 10%331,600$ Construction Cost Estimate Total:3,646,900$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,646,900$ Engineering/Survey/Testing 7%255,300$ Right-of-Way Acquisition 0.75$ 288,700$ 288,700$ Impact Fee Project Cost Estimate Total:4,190,900$ City of Schertz Secondary Arterial Impact Fee Engineer's Opinion of Probable Construction Cost Estimate E/W CONNECTOR (1) FM 3009 to N/S Connector (1) 4,277 None 90 Raised 62 Construction of new roadway to thoroughfare standard On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 36 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 35 STA 3,000.00$ 105,000$ 2 Unclassified Street Excavation 6,200 CY 20.00$ 124,000$ 3 3" HMAC (Type "D")14,500 SY 18.00$ 261,000$ 4 10" Flex Base 16,800 SY 18.00$ 302,400$ 5 6" Moisture Conditioned Subgrade 16,800 SY 4.00$ 67,200$ 6 TX-5 Geogrid 16,800 SY 1.00$ 16,800$ 7 6" Monolithic Concrete Curb & Gutter 6,870 LF 25.00$ 171,750$ 8 4" Concrete Sidewalk and Ramps 3,800 SY 50.00$ 190,000$ 9 Block Sodding and Topsoil 7,630 SY 5.00$ 38,150$ Paving Estimate Subtotal:1,276,300$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%25,600$ 11 5%63,900$ 12 3%38,300$ 13 20%255,300$ Other Components Estimate Subtotal:383,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:1,659,400$ Mobilization 5%83,000$ Contingency 10%174,300$ Construction Cost Estimate Total:1,916,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,916,700$ Engineering/Survey/Testing 7%134,200$ Right-of-Way Acquisition 0.75$ 180,200$ 180,200$ Impact Fee Project Cost Estimate Total:2,231,100$ City of Schertz Commercial Collector A Impact Fee Engineer's Opinion of Probable Construction Cost Estimate E/W CONNECTOR (7) W. City Limits to Doerr Ln. 3,432 None 70 Two-Way Left Turn Lane 38 Construction of new roadway to thoroughfare standard Pavement Markings & Signage None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 37 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 40 STA 3,000.00$ 120,000$ 2 Unclassified Street Excavation 7,100 CY 20.00$ 142,000$ 3 3" HMAC (Type "D")16,500 SY 18.00$ 297,000$ 4 10" Flex Base 19,200 SY 18.00$ 345,600$ 5 6" Moisture Conditioned Subgrade 19,200 SY 4.00$ 76,800$ 6 TX-5 Geogrid 19,200 SY 1.00$ 19,200$ 7 6" Monolithic Concrete Curb & Gutter 7,820 LF 25.00$ 195,500$ 8 4" Concrete Sidewalk and Ramps 6,500 SY 50.00$ 325,000$ 9 Block Sodding and Topsoil 6,510 SY 5.00$ 32,550$ Paving Estimate Subtotal:1,553,650$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%31,100$ 11 5%77,700$ 12 3%46,700$ 13 20%310,800$ Other Components Estimate Subtotal:466,300$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures 200,000$ 200,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:200,000$ I, II, & III Construction Subtotal:2,219,950$ Mobilization 5%111,000$ Contingency 10%233,100$ Construction Cost Estimate Total:2,564,100$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,564,100$ Engineering/Survey/Testing 7%179,500$ Right-of-Way Acquisition 0.75$ -$ -$ Impact Fee Project Cost Estimate Total:2,743,600$ City of Schertz Commercial Collector A Impact Fee Engineer's Opinion of Probable Construction Cost Estimate LOOKOUT ROAD Tri-County Pkwy. to Schertz Pkwy. 3,907 None 70 Two-Way Left Turn Lane 38 Widening of roadway to thoroughfare standard Shared-Use Path bicycle facility Pavement Markings & Signage None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None 2 Minor Crossings 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 38 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 29 STA 3,000.00$ 87,000$ 2 Unclassified Street Excavation 5,200 CY 20.00$ 104,000$ 3 3" HMAC (Type "D")12,100 SY 18.00$ 217,800$ 4 10" Flex Base 14,000 SY 18.00$ 252,000$ 5 6" Moisture Conditioned Subgrade 14,000 SY 4.00$ 56,000$ 6 TX-5 Geogrid 14,000 SY 1.00$ 14,000$ 7 6" Monolithic Concrete Curb & Gutter 5,710 LF 25.00$ 142,750$ 8 4" Concrete Sidewalk and Ramps 4,800 SY 50.00$ 240,000$ 9 Block Sodding and Topsoil 4,750 SY 5.00$ 23,750$ Paving Estimate Subtotal:1,137,300$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%22,800$ 11 5%56,900$ 12 3%34,200$ 13 20%227,500$ Other Components Estimate Subtotal:341,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:1,478,700$ Mobilization 5%74,000$ Contingency 10%155,300$ Construction Cost Estimate Total:1,708,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,708,000$ Engineering/Survey/Testing 7%119,600$ Right-of-Way Acquisition 0.75$ 149,700$ 149,700$ Impact Fee Project Cost Estimate Total:1,977,300$ City of Schertz Commercial Collector A Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FOUR OAKS LANE Existing Four Oaks Ln. to N/S Connector (1) 2,851 None 70 Two-Way Left Turn Lane 38 Construction of new roadway to thoroughfare standard Shared-Use Path bicycle facility Pavement Markings & Signage None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 39 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 34 STA 3,000.00$ 102,000$ 2 Unclassified Street Excavation 8,300 CY 20.00$ 166,000$ 3 3" HMAC (Type "D")18,100 SY 18.00$ 325,800$ 4 10" Flex Base 22,600 SY 18.00$ 406,800$ 5 6" Moisture Conditioned Subgrade 22,600 SY 4.00$ 90,400$ 6 TX-5 Geogrid 22,600 SY 1.00$ 22,600$ 7 6" Monolithic Concrete Curb & Gutter 13,520 LF 25.00$ 338,000$ 8 4" Concrete Sidewalk and Ramps 5,600 SY 50.00$ 280,000$ 9 Block Sodding and Topsoil 8,640 SY 5.00$ 43,200$ Paving Estimate Subtotal:1,774,800$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%35,500$ 11 5%88,800$ 12 3%53,300$ 13 20%355,000$ Other Components Estimate Subtotal:532,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:2,307,400$ Mobilization 5%115,400$ Contingency 10%242,300$ Construction Cost Estimate Total:2,665,100$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,665,100$ Engineering/Survey/Testing 7%186,600$ Right-of-Way Acquisition 0.75$ 228,100$ 228,100$ Impact Fee Project Cost Estimate Total:3,079,800$ City of Schertz Secondary Arterial Impact Fee Engineer's Opinion of Probable Construction Cost Estimate WIEDERSTEIN ROAD E. City Limits to FM 3009 3,379 None 90 Raised 48 Construction of new roadway to thoroughfare standard Shared-Use Path bicycle facility Pavement Markings & Signage None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 40 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 22 STA 3,000.00$ 66,000$ 2 Unclassified Street Excavation 3,900 CY 20.00$ 78,000$ 3 3" HMAC (Type "D")9,200 SY 18.00$ 165,600$ 4 10" Flex Base 10,600 SY 18.00$ 190,800$ 5 6" Moisture Conditioned Subgrade 10,600 SY 4.00$ 42,400$ 6 TX-5 Geogrid 10,600 SY 1.00$ 10,600$ 7 6" Monolithic Concrete Curb & Gutter 4,330 LF 25.00$ 108,250$ 8 4" Concrete Sidewalk and Ramps 2,400 SY 50.00$ 120,000$ 9 Block Sodding and Topsoil 4,810 SY 5.00$ 24,050$ Paving Estimate Subtotal:805,700$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%16,200$ 11 5%40,300$ 12 3%24,200$ 13 20%161,200$ Other Components Estimate Subtotal:241,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:1,047,600$ Mobilization 5%52,400$ Contingency 10%110,000$ Construction Cost Estimate Total:1,210,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,210,000$ Engineering/Survey/Testing 7%84,700$ Right-of-Way Acquisition 0.75$ -$ -$ Impact Fee Project Cost Estimate Total:1,294,700$ City of Schertz Residential Collector Impact Fee Engineer's Opinion of Probable Construction Cost Estimate WIEDERSTEIN ROAD W. City Limits to Schertz Pkwy. 2,165 None 70 None 38 Reconstruction of roadway to thoroughfare standard On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 41 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 15 STA 3,000.00$ 45,000$ 2 Unclassified Street Excavation 2,600 CY 20.00$ 52,000$ 3 3" HMAC (Type "D")6,100 SY 18.00$ 109,800$ 4 10" Flex Base 7,000 SY 18.00$ 126,000$ 5 6" Moisture Conditioned Subgrade 7,000 SY 4.00$ 28,000$ 6 TX-5 Geogrid 7,000 SY 1.00$ 7,000$ 7 6" Monolithic Concrete Curb & Gutter 2,860 LF 25.00$ 71,500$ 8 4" Concrete Sidewalk and Ramps 2,400 SY 50.00$ 120,000$ 9 Block Sodding and Topsoil 2,380 SY 5.00$ 11,900$ Paving Estimate Subtotal:571,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%11,500$ 11 5%28,600$ 12 3%17,200$ 13 20%114,300$ Other Components Estimate Subtotal:171,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:742,800$ Mobilization 5%37,200$ Contingency 10%78,000$ Construction Cost Estimate Total:858,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -858,000$ Engineering/Survey/Testing 7%60,100$ Right-of-Way Acquisition 0.75$ 74,800$ 74,800$ Impact Fee Project Cost Estimate Total:992,900$ City of Schertz Commercial Collector A Impact Fee Engineer's Opinion of Probable Construction Cost Estimate BAPTIST HEALTH DRIVE Ripps-Kreusler to Wiederstein Rd. 1,426 None 70 TWLTL 38 Construction of new roadway to thoroughfare standard Shared-Use Path bicycle facility Pavement Markings & Signage None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 42 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 12 STA 3,000.00$ 36,000$ 2 Unclassified Street Excavation 2,100 CY 20.00$ 42,000$ 3 3" HMAC (Type "D")5,000 SY 18.00$ 90,000$ 4 10" Flex Base 5,700 SY 18.00$ 102,600$ 5 6" Moisture Conditioned Subgrade 5,700 SY 4.00$ 22,800$ 6 TX-5 Geogrid 5,700 SY 1.00$ 5,700$ 7 6" Monolithic Concrete Curb & Gutter 2,330 LF 25.00$ 58,250$ 8 4" Concrete Sidewalk and Ramps 1,900 SY 50.00$ 95,000$ 9 Block Sodding and Topsoil 1,940 SY 5.00$ 9,700$ Paving Estimate Subtotal:462,050$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%9,300$ 11 5%23,200$ 12 3%13,900$ 13 20%92,500$ Other Components Estimate Subtotal:138,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:600,950$ Mobilization 5%30,100$ Contingency 10%63,200$ Construction Cost Estimate Total:694,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -694,300$ Engineering/Survey/Testing 7%48,600$ Right-of-Way Acquisition 0.75$ 61,000$ 61,000$ Impact Fee Project Cost Estimate Total:803,900$ City of Schertz Commercial Collector A Impact Fee Engineer's Opinion of Probable Construction Cost Estimate RIPPS-KREUSLER Baptist Health Dr. to End of Alignment 1,162 None 70 TWLTL 38 Construction of new roadway to thoroughfare standard Shared-Use Path bicycle facility Pavement Markings & Signage None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 43 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 29 STA 3,000.00$ 87,000$ 2 Unclassified Street Excavation 5,200 CY 20.00$ 104,000$ 3 3" HMAC (Type "D")12,100 SY 18.00$ 217,800$ 4 10" Flex Base 14,000 SY 18.00$ 252,000$ 5 6" Moisture Conditioned Subgrade 14,000 SY 4.00$ 56,000$ 6 TX-5 Geogrid 14,000 SY 1.00$ 14,000$ 7 6" Monolithic Concrete Curb & Gutter 5,710 LF 25.00$ 142,750$ 8 4" Concrete Sidewalk and Ramps 4,800 SY 50.00$ 240,000$ 9 Block Sodding and Topsoil 4,750 SY 5.00$ 23,750$ Paving Estimate Subtotal:1,137,300$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%22,800$ 11 5%56,900$ 12 3%34,200$ 13 20%227,500$ Other Components Estimate Subtotal:341,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:1,478,700$ Mobilization 5%74,000$ Contingency 10%155,300$ Construction Cost Estimate Total:1,708,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,708,000$ Engineering/Survey/Testing 7%119,600$ Right-of-Way Acquisition 0.75$ -$ -$ Impact Fee Project Cost Estimate Total:1,827,600$ City of Schertz Commercial Collector A Impact Fee Engineer's Opinion of Probable Construction Cost Estimate MASKE ROAD FM 1518 to Oak St. 2,851 None 70 Two-Way Left Turn Lane 38 Widening of roadway to thoroughfare standard Shared-Use Path bicycle facility Pavement Markings & Signage None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 44 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 47 STA 3,000.00$ 141,000$ 2 Unclassified Street Excavation 8,400 CY 20.00$ 168,000$ 3 3" HMAC (Type "D")19,700 SY 18.00$ 354,600$ 4 10" Flex Base 22,800 SY 18.00$ 410,400$ 5 6" Moisture Conditioned Subgrade 22,800 SY 4.00$ 91,200$ 6 TX-5 Geogrid 22,800 SY 1.00$ 22,800$ 7 6" Monolithic Concrete Curb & Gutter 9,300 LF 25.00$ 232,500$ 8 4" Concrete Sidewalk and Ramps 5,200 SY 50.00$ 260,000$ 9 Block Sodding and Topsoil 10,330 SY 5.00$ 51,650$ Paving Estimate Subtotal:1,732,150$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%34,700$ 11 5%86,700$ 12 3%52,000$ 13 20%346,500$ Other Components Estimate Subtotal:519,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures 500,000$ 500,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:500,000$ I, II, & III Construction Subtotal:2,752,050$ Mobilization 5%137,700$ Contingency 10%289,000$ Construction Cost Estimate Total:3,178,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,178,800$ Engineering/Survey/Testing 7%222,500$ Right-of-Way Acquisition 0.75$ 243,900$ 243,900$ Impact Fee Project Cost Estimate Total:3,645,200$ City of Schertz Residential Collector Impact Fee Engineer's Opinion of Probable Construction Cost Estimate MASKE ROAD Oak St. to Schertz Pkwy. 4,646 None 70 None 38 Construction of new roadway to thoroughfare standard On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None 1 Major Crossing 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 45 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 69 STA 3,000.00$ 207,000$ 2 Unclassified Street Excavation 12,400 CY 20.00$ 248,000$ 3 3" HMAC (Type "D")29,000 SY 18.00$ 522,000$ 4 10" Flex Base 33,600 SY 18.00$ 604,800$ 5 6" Moisture Conditioned Subgrade 33,600 SY 4.00$ 134,400$ 6 TX-5 Geogrid 33,600 SY 1.00$ 33,600$ 7 6" Monolithic Concrete Curb & Gutter 13,730 LF 25.00$ 343,250$ 8 4" Concrete Sidewalk and Ramps 11,400 SY 50.00$ 570,000$ 9 Block Sodding and Topsoil 11,440 SY 5.00$ 57,200$ Paving Estimate Subtotal:2,720,250$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%54,500$ 11 5%136,100$ 12 3%81,700$ 13 20%544,100$ Other Components Estimate Subtotal:816,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures 100,000$ 100,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:100,000$ I, II, & III Construction Subtotal:3,636,650$ Mobilization 5%181,900$ Contingency 10%381,900$ Construction Cost Estimate Total:4,200,500$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -4,200,500$ Engineering/Survey/Testing 7%294,000$ Right-of-Way Acquisition 0.75$ -$ -$ Impact Fee Project Cost Estimate Total:4,494,500$ City of Schertz Secondary Arterial Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FM 1518 Maske Rd. to Oak St. 6,864 None 70 Two-Way Left Turn Lane 38 Widening of roadway to thoroughfare standard; special section Shared-Use Path bicycle facility Pavement Markings & Signage None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None 1 Minor Crossing 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 46 Roadway Information: Functional Classification:No. of Lanes:6 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 20 STA 3,000.00$ 60,000$ 2 Unclassified Street Excavation 6,200 CY 20.00$ 124,000$ 3 3" HMAC (Type "D")14,400 SY 18.00$ 259,200$ 4 10" Flex Base 16,900 SY 18.00$ 304,200$ 5 6" Moisture Conditioned Subgrade 16,900 SY 4.00$ 67,600$ 6 TX-5 Geogrid 16,900 SY 1.00$ 16,900$ 7 6" Monolithic Concrete Curb & Gutter 7,610 LF 25.00$ 190,250$ 8 4" Concrete Sidewalk and Ramps 3,200 SY 50.00$ 160,000$ 9 Block Sodding and Topsoil 9,080 SY 5.00$ 45,400$ Paving Estimate Subtotal:1,227,550$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%24,600$ 11 5%61,400$ 12 3%36,900$ 13 20%245,600$ Other Components Estimate Subtotal:368,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures 100,000$ 100,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:100,000$ I, II, & III Construction Subtotal:1,696,050$ Mobilization 5%84,900$ Contingency 10%178,100$ Construction Cost Estimate Total:1,959,100$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction 20%391,800$ Engineering/Survey/Testing 7%27,400$ Right-of-Way Acquisition 0.75$ 17,100$ 17,100$ Impact Fee Project Cost Estimate Total:436,300$ City of Schertz Principal Arterial Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FM 1518 N. City Limits to Service Area 3 Limit 1,901 None 130 Raised 68 Widening of roadway to thoroughfare standard Shared-Use Path bicycle facility Pavement Markings & Signage None None City Contribution (TxDOT) Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None 1 Minor Crossing 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 47 Roadway Information: Functional Classification:No. of Lanes:6 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 21 STA 3,000.00$ 63,000$ 2 Unclassified Street Excavation 6,800 CY 20.00$ 136,000$ 3 3" HMAC (Type "D")15,600 SY 18.00$ 280,800$ 4 10" Flex Base 18,400 SY 18.00$ 331,200$ 5 6" Moisture Conditioned Subgrade 18,400 SY 4.00$ 73,600$ 6 TX-5 Geogrid 18,400 SY 1.00$ 18,400$ 7 6" Monolithic Concrete Curb & Gutter 8,240 LF 25.00$ 206,000$ 8 4" Concrete Sidewalk and Ramps 3,400 SY 50.00$ 170,000$ 9 Block Sodding and Topsoil 9,840 SY 5.00$ 49,200$ Paving Estimate Subtotal:1,328,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%26,600$ 11 5%66,500$ 12 3%39,900$ 13 20%265,700$ Other Components Estimate Subtotal:398,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:1,726,900$ Mobilization 5%86,400$ Contingency 10%181,400$ Construction Cost Estimate Total:1,994,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction 20%398,900$ Engineering/Survey/Testing 7%27,900$ Right-of-Way Acquisition 0.75$ 18,500$ 18,500$ Impact Fee Project Cost Estimate Total:445,300$ City of Schertz Principal Arterial Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FM 1518 Service Area 3 Limit to Schertz Pkwy. Extension 2,059 None 130 Raised 68 Widening of roadway to thoroughfare standard Shared-Use Path bicycle facility Pavement Markings & Signage None None City Contribution (TxDOT) Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 48 Roadway Information: Functional Classification:No. of Lanes:6 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 96 STA 3,000.00$ 288,000$ 2 Unclassified Street Excavation 31,200 CY 20.00$ 624,000$ 3 3" HMAC (Type "D")72,300 SY 18.00$ 1,301,400$ 4 10" Flex Base 85,000 SY 18.00$ 1,530,000$ 5 6" Moisture Conditioned Subgrade 85,000 SY 4.00$ 340,000$ 6 TX-5 Geogrid 85,000 SY 1.00$ 85,000$ 7 6" Monolithic Concrete Curb & Gutter 38,230 LF 25.00$ 955,750$ 8 4" Concrete Sidewalk and Ramps 15,900 SY 50.00$ 795,000$ 9 Block Sodding and Topsoil 35,040 SY 5.00$ 175,200$ Paving Estimate Subtotal:6,094,350$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%121,900$ 11 5%304,800$ 12 3%182,900$ 13 20%1,218,900$ Other Components Estimate Subtotal:1,828,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures 100,000$ 100,000$ 16 Bridge Structures 2,835,000$ 2,835,000$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:2,935,000$ I, II, & III Construction Subtotal:10,857,850$ Mobilization 5%542,900$ Contingency 10%1,140,100$ Construction Cost Estimate Total:12,540,900$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction 20%2,508,180$ Engineering/Survey/Testing 7%175,600$ Right-of-Way Acquisition 0.75$ -$ -$ Impact Fee Project Cost Estimate Total:2,683,780$ City of Schertz Principal Arterial Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FM 78/JOHN PETERSON BOULEVARD W. City Limits to E. City Limits 9,557 1/2 Bridge on Either End 120 Raised 68 Widening of roadway to thoroughfare standard Shared-Use Path bicycle facility Pavement Markings & Signage None None City Contribution (TxDOT) Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None 1 Minor Crossing 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 49 Roadway Information: Functional Classification:No. of Lanes:6 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 216 STA 3,000.00$ 648,000$ 2 Unclassified Street Excavation 70,400 CY 20.00$ 1,408,000$ 3 3" HMAC (Type "D")163,200 SY 18.00$ 2,937,600$ 4 10" Flex Base 192,000 SY 18.00$ 3,456,000$ 5 6" Moisture Conditioned Subgrade 192,000 SY 4.00$ 768,000$ 6 TX-5 Geogrid 192,000 SY 1.00$ 192,000$ 7 6" Monolithic Concrete Curb & Gutter 86,390 LF 25.00$ 2,159,750$ 8 4" Concrete Sidewalk and Ramps 36,000 SY 50.00$ 1,800,000$ 9 Block Sodding and Topsoil 103,180 SY 5.00$ 515,900$ Paving Estimate Subtotal:13,885,250$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%277,800$ 11 5%694,300$ 12 3%416,600$ 13 20%2,777,100$ Other Components Estimate Subtotal:4,165,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures 300,000$ 300,000$ 16 Bridge Structures 1,890,000$ 1,890,000$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:2,190,000$ I, II, & III Construction Subtotal:20,241,050$ Mobilization 5%1,012,100$ Contingency 10%2,125,400$ Construction Cost Estimate Total:23,378,600$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction 20%4,675,700$ Engineering/Survey/Testing 7%327,300$ Right-of-Way Acquisition 0.75$ 162,000$ 162,000$ Impact Fee Project Cost Estimate Total:5,165,000$ City of Schertz Principal Arterial None None City Contribution (TxDOT) 130 Raised 68 Widening of roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None 3 Minor Crossings 1 Bridge Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FM 1518 Schertz Pkwy. Extension to IH-10 21,595 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 50 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 26 STA 3,000.00$ 78,000$ 2 Unclassified Street Excavation 4,600 CY 20.00$ 92,000$ 3 3" HMAC (Type "D")10,800 SY 18.00$ 194,400$ 4 10" Flex Base 12,400 SY 18.00$ 223,200$ 5 6" Moisture Conditioned Subgrade 12,400 SY 4.00$ 49,600$ 6 TX-5 Geogrid 12,400 SY 1.00$ 12,400$ 7 6" Monolithic Concrete Curb & Gutter 5,070 LF 25.00$ 126,750$ 8 4" Concrete Sidewalk and Ramps 2,800 SY 50.00$ 140,000$ 9 Block Sodding and Topsoil 5,630 SY 5.00$ 28,150$ Paving Estimate Subtotal:944,500$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%18,900$ 11 5%47,300$ 12 3%28,400$ 13 20%188,900$ Other Components Estimate Subtotal:283,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:1,228,000$ Mobilization 5%61,400$ Contingency 10%129,000$ Construction Cost Estimate Total:1,418,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,418,400$ Engineering/Survey/Testing 7%99,300$ Right-of-Way Acquisition 0.75$ 19,000$ 19,000$ Impact Fee Project Cost Estimate Total:1,536,700$ City of Schertz Residential Collector None None 70 None 38 Widening of roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None None On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate SCHAEFER ROAD W. City Limits to FM 1518 2,534 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 51 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 30 STA 3,000.00$ 90,000$ 2 Unclassified Street Excavation 7,100 CY 20.00$ 142,000$ 3 3" HMAC (Type "D")15,500 SY 18.00$ 279,000$ 4 10" Flex Base 19,400 SY 18.00$ 349,200$ 5 6" Moisture Conditioned Subgrade 19,400 SY 4.00$ 77,600$ 6 TX-5 Geogrid 19,400 SY 1.00$ 19,400$ 7 6" Monolithic Concrete Curb & Gutter 11,620 LF 25.00$ 290,500$ 8 4" Concrete Sidewalk and Ramps 4,800 SY 50.00$ 240,000$ 9 Block Sodding and Topsoil 7,420 SY 5.00$ 37,100$ Paving Estimate Subtotal:1,524,800$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%30,500$ 11 5%76,300$ 12 3%45,800$ 13 20%305,000$ Other Components Estimate Subtotal:457,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:1,982,400$ Mobilization 5%99,200$ Contingency 10%208,200$ Construction Cost Estimate Total:2,289,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,289,800$ Engineering/Survey/Testing 7%160,300$ Right-of-Way Acquisition 0.75$ 108,900$ 108,900$ Impact Fee Project Cost Estimate Total:2,559,000$ City of Schertz Secondary Arterial None None 90 Raised 48 Widening of roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None None Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate RAF-BURNETTE Schaefer Rd. to E. City Limits 2,904 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 52 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 19 STA 3,000.00$ 57,000$ 2 Unclassified Street Excavation 4,100 CY 20.00$ 82,000$ 3 3" HMAC (Type "D")9,900 SY 18.00$ 178,200$ 4 10" Flex Base 11,100 SY 18.00$ 199,800$ 5 6" Moisture Conditioned Subgrade 11,100 SY 4.00$ 44,400$ 6 TX-5 Geogrid 11,100 SY 1.00$ 11,100$ 7 6" Monolithic Concrete Curb & Gutter 3,700 LF 25.00$ 92,500$ 8 4" Concrete Sidewalk and Ramps 3,100 SY 50.00$ 155,000$ 9 Block Sodding and Topsoil 5,130 SY 5.00$ 25,650$ Paving Estimate Subtotal:845,650$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%17,000$ 11 5%42,300$ 12 3%25,400$ 13 20%169,200$ Other Components Estimate Subtotal:253,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:1,099,550$ Mobilization 5%55,000$ Contingency 10%115,500$ Construction Cost Estimate Total:1,270,100$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,270,100$ Engineering/Survey/Testing 7%88,900$ Right-of-Way Acquisition 0.75$ 13,900$ 13,900$ Impact Fee Project Cost Estimate Total:1,372,900$ City of Schertz Secondary Rural Arterial None None 90 Two-Way Left Turn Lane 48 Widening of roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None None Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate LOWER SEGUIN ROAD W. City Limits to E. of Tates Dr. 1,848 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 53 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 93 STA 3,000.00$ 279,000$ 2 Unclassified Street Excavation 20,500 CY 20.00$ 410,000$ 3 3" HMAC (Type "D")49,600 SY 18.00$ 892,800$ 4 10" Flex Base 51,700 SY 18.00$ 930,600$ 5 6" Moisture Conditioned Subgrade 51,700 SY 4.00$ 206,800$ 6 TX-5 Geogrid 51,700 SY 1.00$ 51,700$ 7 6" Monolithic Concrete Curb & Gutter 0 LF 25.00$ -$ 8 4" Concrete Sidewalk and Ramps 10,300 SY 50.00$ 515,000$ 9 Block Sodding and Topsoil 33,040 SY 5.00$ 165,200$ Paving Estimate Subtotal:3,451,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%69,100$ 11 5%172,600$ 12 3%103,600$ 13 20%690,300$ Other Components Estimate Subtotal:1,035,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures 1,120,000$ 1,120,000$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,120,000$ I, II, & III Construction Subtotal:5,606,700$ Mobilization 5%280,400$ Contingency 10%588,800$ Construction Cost Estimate Total:6,475,900$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -6,475,900$ Engineering/Survey/Testing 7%453,300$ Right-of-Way Acquisition 0.75$ 69,700$ 69,700$ Impact Fee Project Cost Estimate Total:6,998,900$ City of Schertz Secondary Rural Arterial None None 90 Two-Way Left Turn Lane 48 Widening of roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None 1 Bridge Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate LOWER SEGUIN ROAD E. of Tates Dr. to W. of Canopy Bend/Aranda Ln. 9,293 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 54 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 91 STA 3,000.00$ 273,000$ 2 Unclassified Street Excavation 22,300 CY 20.00$ 446,000$ 3 3" HMAC (Type "D")48,500 SY 18.00$ 873,000$ 4 10" Flex Base 60,600 SY 18.00$ 1,090,800$ 5 6" Moisture Conditioned Subgrade 60,600 SY 4.00$ 242,400$ 6 TX-5 Geogrid 60,600 SY 1.00$ 60,600$ 7 6" Monolithic Concrete Curb & Gutter 36,330 LF 25.00$ 908,250$ 8 4" Concrete Sidewalk and Ramps 15,100 SY 50.00$ 755,000$ 9 Block Sodding and Topsoil 23,210 SY 5.00$ 116,050$ Paving Estimate Subtotal:4,765,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%95,400$ 11 5%238,300$ 12 3%143,000$ 13 20%953,100$ Other Components Estimate Subtotal:1,429,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:6,194,900$ Mobilization 5%309,800$ Contingency 10%650,500$ Construction Cost Estimate Total:7,155,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -7,155,200$ Engineering/Survey/Testing 7%500,900$ Right-of-Way Acquisition 0.75$ 204,300$ 204,300$ Impact Fee Project Cost Estimate Total:7,860,400$ City of Schertz Secondary Arterial None None 90 Raised 48 Widening of roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None None Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate LOWER SEGUIN ROAD W. of Canopy Bend/Aranda Ln. to E. City Limits 9,082 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 55 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 8 STA 3,000.00$ 24,000$ 2 Unclassified Street Excavation 2,000 CY 20.00$ 40,000$ 3 3" HMAC (Type "D")4,300 SY 18.00$ 77,400$ 4 10" Flex Base 5,300 SY 18.00$ 95,400$ 5 6" Moisture Conditioned Subgrade 5,300 SY 4.00$ 21,200$ 6 TX-5 Geogrid 5,300 SY 1.00$ 5,300$ 7 6" Monolithic Concrete Curb & Gutter 3,170 LF 25.00$ 79,250$ 8 4" Concrete Sidewalk and Ramps 1,300 SY 50.00$ 65,000$ 9 Block Sodding and Topsoil 4,660 SY 5.00$ 23,300$ Paving Estimate Subtotal:430,850$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%8,700$ 11 5%21,600$ 12 3%13,000$ 13 20%86,200$ Other Components Estimate Subtotal:129,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:560,350$ Mobilization 5%28,100$ Contingency 10%58,900$ Construction Cost Estimate Total:647,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -647,400$ Engineering/Survey/Testing 7%45,300$ Right-of-Way Acquisition 0.75$ 71,300$ 71,300$ Impact Fee Project Cost Estimate Total:764,000$ City of Schertz Principal Arterial None None 120 Raised 48 Construction of new roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None None Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate N/S Connector (3) N. City Limits to S. City Limits 792 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 56 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 15 STA 3,000.00$ 45,000$ 2 Unclassified Street Excavation 3,500 CY 20.00$ 70,000$ 3 3" HMAC (Type "D")7,700 SY 18.00$ 138,600$ 4 10" Flex Base 9,600 SY 18.00$ 172,800$ 5 6" Moisture Conditioned Subgrade 9,600 SY 4.00$ 38,400$ 6 TX-5 Geogrid 9,600 SY 1.00$ 9,600$ 7 6" Monolithic Concrete Curb & Gutter 5,710 LF 25.00$ 142,750$ 8 4" Concrete Sidewalk and Ramps 2,400 SY 50.00$ 120,000$ 9 Block Sodding and Topsoil 8,400 SY 5.00$ 42,000$ Paving Estimate Subtotal:779,150$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%15,600$ 11 5%39,000$ 12 3%23,400$ 13 20%155,900$ Other Components Estimate Subtotal:233,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:1,013,050$ Mobilization 5%50,700$ Contingency 10%106,400$ Construction Cost Estimate Total:1,170,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,170,200$ Engineering/Survey/Testing 7%81,900$ Right-of-Way Acquisition 0.75$ 128,300$ 128,300$ Impact Fee Project Cost Estimate Total:1,380,400$ City of Schertz Principal Arterial None None 120 Raised 48 Construction of new roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None None Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate N/S Connector (3) N. City Limits to S. City Limits 1,426 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 57 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 14 STA 3,000.00$ 42,000$ 2 Unclassified Street Excavation 2,500 CY 20.00$ 50,000$ 3 3" HMAC (Type "D")5,800 SY 18.00$ 104,400$ 4 10" Flex Base 6,800 SY 18.00$ 122,400$ 5 6" Moisture Conditioned Subgrade 6,800 SY 4.00$ 27,200$ 6 TX-5 Geogrid 6,800 SY 1.00$ 6,800$ 7 6" Monolithic Concrete Curb & Gutter 2,750 LF 25.00$ 68,750$ 8 4" Concrete Sidewalk and Ramps 1,500 SY 50.00$ 75,000$ 9 Block Sodding and Topsoil 3,050 SY 5.00$ 15,250$ Paving Estimate Subtotal:511,800$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%10,300$ 11 5%25,600$ 12 3%15,400$ 13 20%102,400$ Other Components Estimate Subtotal:153,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:665,500$ Mobilization 5%33,300$ Contingency 10%69,900$ Construction Cost Estimate Total:768,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -768,700$ Engineering/Survey/Testing 7%53,800$ Right-of-Way Acquisition 0.75$ 72,100$ 72,100$ Impact Fee Project Cost Estimate Total:894,600$ City of Schertz Residential Collector None None 70 None 38 Construction of new roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None None On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate N/S Connector (4) N. City Limits to S. City Limits 1,373 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 58 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 12 STA 3,000.00$ 36,000$ 2 Unclassified Street Excavation 2,000 CY 20.00$ 40,000$ 3 3" HMAC (Type "D")4,700 SY 18.00$ 84,600$ 4 10" Flex Base 5,500 SY 18.00$ 99,000$ 5 6" Moisture Conditioned Subgrade 5,500 SY 4.00$ 22,000$ 6 TX-5 Geogrid 5,500 SY 1.00$ 5,500$ 7 6" Monolithic Concrete Curb & Gutter 2,220 LF 25.00$ 55,500$ 8 4" Concrete Sidewalk and Ramps 1,200 SY 50.00$ 60,000$ 9 Block Sodding and Topsoil 2,460 SY 5.00$ 12,300$ Paving Estimate Subtotal:414,900$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%8,300$ 11 5%20,800$ 12 3%12,500$ 13 20%83,000$ Other Components Estimate Subtotal:124,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:539,500$ Mobilization 5%27,000$ Contingency 10%56,700$ Construction Cost Estimate Total:623,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -623,200$ Engineering/Survey/Testing 7%43,600$ Right-of-Way Acquisition 0.75$ 58,200$ 58,200$ Impact Fee Project Cost Estimate Total:725,000$ City of Schertz Residential Collector None None 70 None 38 Construction of new roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None None On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate N/S Connector (4) N. City Limits to S. City Limits 1,109 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 59 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 31 STA 3,000.00$ 93,000$ 2 Unclassified Street Excavation 5,400 CY 20.00$ 108,000$ 3 3" HMAC (Type "D")12,800 SY 18.00$ 230,400$ 4 10" Flex Base 14,800 SY 18.00$ 266,400$ 5 6" Moisture Conditioned Subgrade 14,800 SY 4.00$ 59,200$ 6 TX-5 Geogrid 14,800 SY 1.00$ 14,800$ 7 6" Monolithic Concrete Curb & Gutter 6,020 LF 25.00$ 150,500$ 8 4" Concrete Sidewalk and Ramps 3,300 SY 50.00$ 165,000$ 9 Block Sodding and Topsoil 6,690 SY 5.00$ 33,450$ Paving Estimate Subtotal:1,120,750$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%22,500$ 11 5%56,100$ 12 3%33,700$ 13 20%224,200$ Other Components Estimate Subtotal:336,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:1,457,250$ Mobilization 5%72,900$ Contingency 10%153,100$ Construction Cost Estimate Total:1,683,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,683,300$ Engineering/Survey/Testing 7%117,800$ Right-of-Way Acquisition 0.75$ -$ -$ Impact Fee Project Cost Estimate Total:1,801,100$ City of Schertz Residential Collector None None 70 None 38 Reconstruction of roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None None On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate WEST WARE SEGUIN ROAD W. City Limits to Boeing Dr. 3,010 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 60 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 36 STA 3,000.00$ 108,000$ 2 Unclassified Street Excavation 6,400 CY 20.00$ 128,000$ 3 3" HMAC (Type "D")15,000 SY 18.00$ 270,000$ 4 10" Flex Base 17,300 SY 18.00$ 311,400$ 5 6" Moisture Conditioned Subgrade 17,300 SY 4.00$ 69,200$ 6 TX-5 Geogrid 17,300 SY 1.00$ 17,300$ 7 6" Monolithic Concrete Curb & Gutter 7,080 LF 25.00$ 177,000$ 8 4" Concrete Sidewalk and Ramps 3,900 SY 50.00$ 195,000$ 9 Block Sodding and Topsoil 7,860 SY 5.00$ 39,300$ Paving Estimate Subtotal:1,315,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%26,400$ 11 5%65,800$ 12 3%39,500$ 13 20%263,100$ Other Components Estimate Subtotal:394,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures 100,000$ 100,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:100,000$ I, II, & III Construction Subtotal:1,810,000$ Mobilization 5%90,500$ Contingency 10%190,100$ Construction Cost Estimate Total:2,090,600$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,090,600$ Engineering/Survey/Testing 7%146,300$ Right-of-Way Acquisition 0.75$ -$ -$ Impact Fee Project Cost Estimate Total:2,236,900$ City of Schertz Residential Collector None None 70 None 38 Reconstruction of roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None 1 Minor Crossing None On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate WEST WARE SEGUIN ROAD Boeing Dr. to N/S Connector (5) 3,538 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 61 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 59 STA 3,000.00$ 177,000$ 2 Unclassified Street Excavation 10,500 CY 20.00$ 210,000$ 3 3" HMAC (Type "D")24,600 SY 18.00$ 442,800$ 4 10" Flex Base 28,400 SY 18.00$ 511,200$ 5 6" Moisture Conditioned Subgrade 28,400 SY 4.00$ 113,600$ 6 TX-5 Geogrid 28,400 SY 1.00$ 28,400$ 7 6" Monolithic Concrete Curb & Gutter 11,620 LF 25.00$ 290,500$ 8 4" Concrete Sidewalk and Ramps 6,500 SY 50.00$ 325,000$ 9 Block Sodding and Topsoil 12,910 SY 5.00$ 64,550$ Paving Estimate Subtotal:2,163,050$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%43,300$ 11 5%108,200$ 12 3%64,900$ 13 20%432,700$ Other Components Estimate Subtotal:649,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:2,812,150$ Mobilization 5%140,700$ Contingency 10%295,300$ Construction Cost Estimate Total:3,248,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,248,200$ Engineering/Survey/Testing 7%227,400$ Right-of-Way Acquisition 0.75$ 304,900$ 304,900$ Impact Fee Project Cost Estimate Total:3,780,500$ City of Schertz Residential Collector None None 70 None 38 Construction of new roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None None On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate N/S CONNECTOR (5) Lower Seguin Rd. to W. Ware Seguin Rd. 5,808 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 62 Roadway Information: Functional Classification:No. of Lanes:2 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 50 STA 3,000.00$ 150,000$ 2 Unclassified Street Excavation 8,900 CY 20.00$ 178,000$ 3 3" HMAC (Type "D")20,800 SY 18.00$ 374,400$ 4 10" Flex Base 24,100 SY 18.00$ 433,800$ 5 6" Moisture Conditioned Subgrade 24,100 SY 4.00$ 96,400$ 6 TX-5 Geogrid 24,100 SY 1.00$ 24,100$ 7 6" Monolithic Concrete Curb & Gutter 9,830 LF 25.00$ 245,750$ 8 4" Concrete Sidewalk and Ramps 5,500 SY 50.00$ 275,000$ 9 Block Sodding and Topsoil 10,910 SY 5.00$ 54,550$ Paving Estimate Subtotal:1,832,000$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%36,700$ 11 5%91,600$ 12 3%55,000$ 13 20%366,400$ Other Components Estimate Subtotal:549,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures 200,000$ 200,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:200,000$ I, II, & III Construction Subtotal:2,581,700$ Mobilization 5%129,100$ Contingency 10%271,100$ Construction Cost Estimate Total:2,981,900$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,981,900$ Engineering/Survey/Testing 7%208,700$ Right-of-Way Acquisition 0.75$ 36,800$ 36,800$ Impact Fee Project Cost Estimate Total:3,227,400$ City of Schertz Residential Collector None None 70 None 38 Reconstruction of roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None 2 Minor Crossings None On-street bicycle facility (Pavement: 7' + 7') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate N/S CONNECTOR (5) W. Ware Seguin Rd. to E. Ware Seguin Rd. 4,910 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 63 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 88 STA 3,000.00$ 264,000$ 2 Unclassified Street Excavation 21,500 CY 20.00$ 430,000$ 3 3" HMAC (Type "D")46,800 SY 18.00$ 842,400$ 4 10" Flex Base 58,500 SY 18.00$ 1,053,000$ 5 6" Moisture Conditioned Subgrade 58,500 SY 4.00$ 234,000$ 6 TX-5 Geogrid 58,500 SY 1.00$ 58,500$ 7 6" Monolithic Concrete Curb & Gutter 35,060 LF 25.00$ 876,500$ 8 4" Concrete Sidewalk and Ramps 14,600 SY 50.00$ 730,000$ 9 Block Sodding and Topsoil 51,610 SY 5.00$ 258,050$ Paving Estimate Subtotal:4,746,450$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%95,000$ 11 5%237,400$ 12 3%142,400$ 13 20%949,300$ Other Components Estimate Subtotal:1,424,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:6,170,550$ Mobilization 5%308,600$ Contingency 10%648,000$ Construction Cost Estimate Total:7,127,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -7,127,200$ Engineering/Survey/Testing 7%498,900$ Right-of-Way Acquisition 0.75$ 394,400$ 394,400$ Impact Fee Project Cost Estimate Total:8,020,500$ City of Schertz Principal Arterial None None 120 Raised 48 Widening of roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None None Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate TRAINER HALE ROAD (N/S) Weir Rd. to IH-10 8,765 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 64 Roadway Information: Functional Classification:No. of Lanes:4 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 80 STA 3,000.00$ 240,000$ 2 Unclassified Street Excavation 19,500 CY 20.00$ 390,000$ 3 3" HMAC (Type "D")42,600 SY 18.00$ 766,800$ 4 10" Flex Base 53,200 SY 18.00$ 957,600$ 5 6" Moisture Conditioned Subgrade 53,200 SY 4.00$ 212,800$ 6 TX-5 Geogrid 53,200 SY 1.00$ 53,200$ 7 6" Monolithic Concrete Curb & Gutter 31,900 LF 25.00$ 797,500$ 8 4" Concrete Sidewalk and Ramps 13,300 SY 50.00$ 665,000$ 9 Block Sodding and Topsoil 20,370 SY 5.00$ 101,850$ Paving Estimate Subtotal:4,184,750$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%83,700$ 11 5%209,300$ 12 3%125,600$ 13 20%837,000$ Other Components Estimate Subtotal:1,255,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures 750,000$ 750,000$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:750,000$ I, II, & III Construction Subtotal:6,190,350$ Mobilization 5%309,600$ Contingency 10%650,000$ Construction Cost Estimate Total:7,150,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -7,150,000$ Engineering/Survey/Testing 7%500,500$ Right-of-Way Acquisition 0.75$ 59,800$ 59,800$ Impact Fee Project Cost Estimate Total:7,710,300$ City of Schertz Secondary Arterial None None 90 Raised 48 Widening of roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None 1 Bridge Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate TRAINER HALE ROAD (E/W) FM 1518 to Trainer Hale Rd. (N/S) 7,973 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 65 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 72 STA 3,000.00$ 216,000$ 2 Unclassified Street Excavation 15,700 CY 20.00$ 314,000$ 3 3" HMAC (Type "D")38,100 SY 18.00$ 685,800$ 4 10" Flex Base 39,600 SY 18.00$ 712,800$ 5 6" Moisture Conditioned Subgrade 39,600 SY 4.00$ 158,400$ 6 TX-5 Geogrid 39,600 SY 1.00$ 39,600$ 7 6" Monolithic Concrete Curb & Gutter 0 LF 25.00$ -$ 8 4" Concrete Sidewalk and Ramps 7,900 SY 50.00$ 395,000$ 9 Block Sodding and Topsoil 25,340 SY 5.00$ 126,700$ Paving Estimate Subtotal:2,648,300$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%53,000$ 11 5%132,500$ 12 3%79,500$ 13 20%529,700$ Other Components Estimate Subtotal:794,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:3,443,000$ Mobilization 5%172,200$ Contingency 10%361,600$ Construction Cost Estimate Total:3,976,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,976,800$ Engineering/Survey/Testing 7%278,400$ Right-of-Way Acquisition 0.75$ 481,100$ 481,100$ Impact Fee Project Cost Estimate Total:4,736,300$ City of Schertz Secondary Rural Arterial None None 90 Two-Way Left Turn Lane 48 Construction of new roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None None Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate WARE SEGUIN ROAD Graytown Rd. to N/S Connector (5) 7,128 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 66 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 75 STA 3,000.00$ 225,000$ 2 Unclassified Street Excavation 16,400 CY 20.00$ 328,000$ 3 3" HMAC (Type "D")39,800 SY 18.00$ 716,400$ 4 10" Flex Base 41,400 SY 18.00$ 745,200$ 5 6" Moisture Conditioned Subgrade 41,400 SY 4.00$ 165,600$ 6 TX-5 Geogrid 41,400 SY 1.00$ 41,400$ 7 6" Monolithic Concrete Curb & Gutter 0 LF 25.00$ -$ 8 4" Concrete Sidewalk and Ramps 8,300 SY 50.00$ 415,000$ 9 Block Sodding and Topsoil 26,470 SY 5.00$ 132,350$ Paving Estimate Subtotal:2,768,950$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%55,400$ 11 5%138,500$ 12 3%83,100$ 13 20%553,800$ Other Components Estimate Subtotal:830,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures 100,000$ 100,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:100,000$ I, II, & III Construction Subtotal:3,699,750$ Mobilization 5%185,000$ Contingency 10%388,500$ Construction Cost Estimate Total:4,273,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -4,273,300$ Engineering/Survey/Testing 7%299,100$ Right-of-Way Acquisition 0.75$ 167,500$ 167,500$ Impact Fee Project Cost Estimate Total:4,739,900$ City of Schertz Secondary Rural Arterial None None 90 Two-Way Left Turn Lane 48 Widening of roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None 1 Minor Crossing None Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate EAST WARE SEGUIN ROAD N/S Connector (5) to FM 1518 7,445 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 67 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 59 STA 3,000.00$ 177,000$ 2 Unclassified Street Excavation 12,900 CY 20.00$ 258,000$ 3 3" HMAC (Type "D")31,300 SY 18.00$ 563,400$ 4 10" Flex Base 32,600 SY 18.00$ 586,800$ 5 6" Moisture Conditioned Subgrade 32,600 SY 4.00$ 130,400$ 6 TX-5 Geogrid 32,600 SY 1.00$ 32,600$ 7 6" Monolithic Concrete Curb & Gutter 0 LF 25.00$ -$ 8 4" Concrete Sidewalk and Ramps 6,500 SY 50.00$ 325,000$ 9 Block Sodding and Topsoil 20,840 SY 5.00$ 104,200$ Paving Estimate Subtotal:2,177,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%43,600$ 11 5%108,900$ 12 3%65,400$ 13 20%435,500$ Other Components Estimate Subtotal:653,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures 300,000$ 300,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:300,000$ I, II, & III Construction Subtotal:3,130,800$ Mobilization 5%156,600$ Contingency 10%328,800$ Construction Cost Estimate Total:3,616,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,616,200$ Engineering/Survey/Testing 7%253,100$ Right-of-Way Acquisition 0.75$ 131,900$ 131,900$ Impact Fee Project Cost Estimate Total:4,001,200$ City of Schertz Secondary Rural Arterial None None 90 TWLTL 48 Widening of roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None 3 Minor Crossings None Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate GRAYTOWN ROAD Boeing Dr. to IH-10 5,861 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 68 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 25 STA 3,000.00$ 75,000$ 2 Unclassified Street Excavation 4,500 CY 20.00$ 90,000$ 3 3" HMAC (Type "D")10,500 SY 18.00$ 189,000$ 4 10" Flex Base 12,200 SY 18.00$ 219,600$ 5 6" Moisture Conditioned Subgrade 12,200 SY 4.00$ 48,800$ 6 TX-5 Geogrid 12,200 SY 1.00$ 12,200$ 7 6" Monolithic Concrete Curb & Gutter 4,970 LF 25.00$ 124,250$ 8 4" Concrete Sidewalk and Ramps 4,100 SY 50.00$ 205,000$ 9 Block Sodding and Topsoil 4,140 SY 5.00$ 20,700$ Paving Estimate Subtotal:984,550$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%19,700$ 11 5%49,300$ 12 3%29,600$ 13 20%197,000$ Other Components Estimate Subtotal:295,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:1,280,150$ Mobilization 5%64,100$ Contingency 10%134,500$ Construction Cost Estimate Total:1,478,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,478,800$ Engineering/Survey/Testing 7%103,500$ Right-of-Way Acquisition 0.75$ 130,300$ 130,300$ Impact Fee Project Cost Estimate Total:1,712,600$ City of Schertz Commercial Collector A None None 70 TWLTL 38 Construction of new roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None None Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate N/S CONNECTOR (6) Ware Seguin Rd. to IH-10 2,482 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 69 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 124 STA 3,000.00$ 372,000$ 2 Unclassified Street Excavation 22,100 CY 20.00$ 442,000$ 3 3" HMAC (Type "D")52,000 SY 18.00$ 936,000$ 4 10" Flex Base 60,200 SY 18.00$ 1,083,600$ 5 6" Moisture Conditioned Subgrade 60,200 SY 4.00$ 240,800$ 6 TX-5 Geogrid 60,200 SY 1.00$ 60,200$ 7 6" Monolithic Concrete Curb & Gutter 24,610 LF 25.00$ 615,250$ 8 4" Concrete Sidewalk and Ramps 20,500 SY 50.00$ 1,025,000$ 9 Block Sodding and Topsoil 20,500 SY 5.00$ 102,500$ Paving Estimate Subtotal:4,877,350$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%97,600$ 11 5%243,900$ 12 3%146,400$ 13 20%975,500$ Other Components Estimate Subtotal:1,463,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:6,340,750$ Mobilization 5%317,100$ Contingency 10%665,800$ Construction Cost Estimate Total:7,323,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -7,323,700$ Engineering/Survey/Testing 7%512,700$ Right-of-Way Acquisition 0.75$ 645,900$ 645,900$ Impact Fee Project Cost Estimate Total:8,482,300$ City of Schertz Commercial Collector A None None 70 TWLTL 38 Construction of new roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None None Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate E/W CONNECTOR (8) IH 10 to E. City Limits 12,302 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 70 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 69 STA 3,000.00$ 207,000$ 2 Unclassified Street Excavation 18,400 CY 20.00$ 368,000$ 3 3" HMAC (Type "D")36,700 SY 18.00$ 660,600$ 4 10" Flex Base 38,200 SY 18.00$ 687,600$ 5 6" Moisture Conditioned Subgrade 38,200 SY 4.00$ 152,800$ 6 TX-5 Geogrid 38,200 SY 1.00$ 38,200$ 7 6" Monolithic Concrete Curb & Gutter 0 LF 25.00$ -$ 8 4" Concrete Sidewalk and Ramps 7,600 SY 50.00$ 380,000$ 9 Block Sodding and Topsoil 24,410 SY 5.00$ 122,050$ Paving Estimate Subtotal:2,616,250$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%52,400$ 11 5%130,900$ 12 3%78,500$ 13 20%523,300$ Other Components Estimate Subtotal:785,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:3,401,350$ Mobilization 5%170,100$ Contingency 10%357,200$ Construction Cost Estimate Total:3,928,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,928,700$ Engineering/Survey/Testing 7%275,000$ Right-of-Way Acquisition 0.75$ 463,300$ 463,300$ Impact Fee Project Cost Estimate Total:4,667,000$ City of Schertz Secondary Rural Arterial None None 90 Two-Way Left Turn Lane 48 Construction of new roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None None None Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate BINZ-ENGLEMAN ROAD W. City Limits to Graytown Rd. 6,864 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017 71 Roadway Information: Functional Classification:No. of Lanes:3 Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (Edge to Edge): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 41 STA 3,000.00$ 123,000$ 2 Unclassified Street Excavation 7,300 CY 20.00$ 146,000$ 3 3" HMAC (Type "D")17,200 SY 18.00$ 309,600$ 4 10" Flex Base 19,900 SY 18.00$ 358,200$ 5 6" Moisture Conditioned Subgrade 19,900 SY 4.00$ 79,600$ 6 TX-5 Geogrid 19,900 SY 1.00$ 19,900$ 7 6" Monolithic Concrete Curb & Gutter 8,140 LF 25.00$ 203,500$ 8 4" Concrete Sidewalk and Ramps 6,800 SY 50.00$ 340,000$ 9 Block Sodding and Topsoil 6,780 SY 5.00$ 33,900$ Paving Estimate Subtotal:1,613,700$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 10 2%32,300$ 11 5%80,700$ 12 3%48,500$ 13 20%322,800$ Other Components Estimate Subtotal:484,300$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 14 Landscaping/Illumination -$ -$ 15 Drainage Structures 100,000$ 100,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:100,000$ I, II, & III Construction Subtotal:2,198,000$ Mobilization 5%109,900$ Contingency 10%230,800$ Construction Cost Estimate Total:2,538,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,538,700$ Engineering/Survey/Testing 7%177,700$ Right-of-Way Acquisition 0.75$ 61,000$ 61,000$ Impact Fee Project Cost Estimate Total:2,777,400$ City of Schertz Commercial Collector A None None 70 Two-Way Left Turn Lane 38 Widening of roadway to thoroughfare standard Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None 1 Minor Crossing None Shared-Use Path bicycle facility Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate SCENIC LAKE DRIVE Binz-Engleman Rd. to IH-10 4,066 2017 Impact Fee Update City of Schertz Freese and Nichols, Inc. Updated: 6/2017