Exhibit A Feasibility Study.pdf

FEASIBILITY REPORT

Dorchester Community Center 402 Potomac Street La Plata, Maryland, 20646

COAB #: CH00057.00

Date: May 8, 2026

Prepared For:

Chuck Stevens Town Manager Town of La Plata 305 Queen Anne Street La Plata, Maryland, 20646

Prepared By:

Feasibility Report i

TABLE OF CONTENTS

1.0 EXECUTIVE SUMMARY

2.0 PROJECT BACKGROUND

3.0 ZONING AND REGULATORY REVIEW

4.0 SITE & TECHNICAL FEASIBILITY

5.0 SCHEDULE AND FUNDING CONSIDERATIONS

6.0 PRELIMINARY COST CONSIDERATIONS

7.0 FINDINGS AND RECOMMENDATIONS

APPENDIX A LOCATION MAP

APPENDIX B ZONING MAP

APPENDIX C FEASIBILITY PLANS

APPENDIX D COST ESTIMATES

1.0 EXECUTIVE SUMMARY

Based on the findings of this study, the Dorchester Community Center project is considered feasible from a physical and technical standpoint. The approximately 2.1-acre site is capable of accommodating the proposed community center program, including building space, parking, stormwater management, and outdoor recreation areas. Existing public water and sanitary sewer infrastructure are available and are expected to adequately support the proposed development.

However, the project is not currently permissible under existing zoning. The property is zoned Industrial High (IH), which does not typically allow community center or recreational uses by right. Advancement of the project will require rezoning or other discretionary land use approvals. The site’s location adjacent to Central Business (CB) and Residential (R-3) zoning districts supports consideration of rezoning to a district more consistent with community-oriented uses.

From a financial and implementation standpoint, the project will require a phased development approach. The desired full program, estimated at approximately 14,500 to 15,000 square feet, exceeds currently available funding of approximately $1.25M to $1.8M. Phase I, consisting of the multipurpose assembly building and associated site improvements, is estimated at approximately $3.12 million. Future Phase II and Phase III improvements would increase the total project cost, with optional two-story expansion components adding further cost if pursued.

A critical project consideration is the June 2027 grant funding deadline, including approximately $250,000 in funds subject to expiration. Meeting this deadline will require timely advancement into design, permitting, and construction. Early confirmation of whether grant funds may be used to support design and engineering efforts will be important to maintaining the project schedule.

Additional considerations include adjacent land uses, particularly the proximity of the Freedom Landing facility, which may influence final site design, programming, and operational considerations. These factors do not preclude development but will require coordination and thoughtful planning as the project advances.

In summary, the project represents a viable opportunity for the Town to deliver a community-serving facility, provided that the following key actions are undertaken:

Advancement of a rezoning or entitlement strategy to permit the proposed use

Commitment to a phased development approach aligned with available funding

Identification of additional funding sources to support Phase I construction and future buildout

Initiation of design and engineering services in the near term to meet funding deadlines

Confirmation of funding eligibility for design-related activities

Continued evaluation of site layout and programming in response to adjacent uses

With these considerations addressed, the project is positioned to move forward into the next phase of planning and design.

2.0 PROJECT BACKGROUND

Town of La Plata is advancing plans to redevelop the Dorchester Community Center site to better serve the surrounding residential community. The intent of the project is to create a safe, accessible, and flexible facility that provides youth programming, recreational opportunities, and community support services.

The project builds upon prior conceptual planning efforts, including community engagement and design studies, which identified the need for a multipurpose facility including indoor recreation, educational spaces, and outdoor amenities.

Initial planning discussions include a total desired building area: approximately 14,500 to 15,000 square feet, available funding totaling approximately $1.25M–$1.8M, and a need to prioritize initial construction phases based on budget constraints

Existing structures on the site are generally considered not viable for reuse, and demolition of the existing community center and adjacent structures is anticipated to accommodate new development.

3.0 ZONING AND REGULATORY REVIEW

3.1 Zoning District Identification

The subject property is located within the Industrial High (IH) Zoning District in the Town of La Plata.

The IH District is intended to accommodate industrial and employment-based uses, including manufacturing, processing, warehousing, distribution, and other similar operations that may generate higher levels of activity, noise, or truck traffic. The district is generally oriented toward supporting economic and industrial functions that are not typical for residential or community-oriented civic uses.

The subject property is situated directly adjacent to areas zoned Residential (R-3) and Central Business (CB).

The adjacent R-3 District is intended to provide higher-density residential development, including single-family dwellings on smaller lots and multi-family residential living environments. Uses within this district are generally limited to residential and compatible accessory uses, with an emphasis on maintaining a cohesive residential character.

The CB District is intended to serve as the Town’s commercial and mixed-use core, accommodating a range of uses including retail, office, service, and civic or institutional uses that support pedestrian-oriented development and community activity. Community centers and similar public or quasi-public facilities are more consistent with the intent of the CB District

3.2 Permitted Use Review

The proposed Dorchester Community Center, which is intended to provide recreational, educational, and community support services, does not align with the typical use profile of the IH District. A community center is not considered a permitted use by right. As a result, the project will likely require rezoning or other discretionary land use approval by the Town.

By contrast, the Central Business (CB) Zoning District is intended to accommodate a broad mix of commercial, civic, and institutional uses that serve the community. Typical permitted or conditionally permitted uses within the CB District include retail and service establishments, offices and professional services. government and civic facilities, community centers, cultural institutions, and assembly uses, as well as educational and training facilities. These uses are generally pedestrian-oriented and designed to support community interaction and activity. A community center, including multipurpose assembly spaces, training rooms, and recreational facilities, is consistent with the intent of the CB District and would typically be considered either a permitted or conditionally permitted civic use.

3.3 Compatibility with Surrounding Uses

The surrounding area of the subject property is primarily residential in character, consisting of established neighborhoods that are oriented toward community scale living. The proposed Dorchester Community Center is generally compatible with this context, as it is intended to provide recreational, educational, and community support services that benefit local residents.

In addition to adjacent residential uses, the property is located in proximity to Freedom Landing, an existing institutional facility. While Freedom Landing serves an important community function, its operational characteristics should be considered as part of the overall site compatibility. Institutional uses of this type may include structured programming, residential or transitional occupancy, and varying levels of supervision and activity throughout the day and evening hours.

The presence of Freedom Landing introduces additional considerations in the planning and design of the proposed community center, particularly with respect to the following:

User Demographics and Programming

The community center is intended to serve a broad population, including youth, families, and potentially young children if a daycare component is incorporated. The proximity of another institutional use may influence the appropriateness and placement of certain program elements, particularly those involving unsupervised or vulnerable populations.

Site Design and Separation

Thoughtful site planning will be necessary to ensure appropriate separation, buffering, and circulation between the proposed community center and adjacent uses. This emphasizes the strategic placement of buildings, playgrounds, and outdoor activity areas, as well as consideration of fencing, landscaping, and controlled access points.

Safety and Security Considerations

The inclusion of features such as a daycare facility or outdoor play areas will require careful evaluation of safety and security measures. Coordination with the Town and relevant stakeholders may be necessary to ensure that the site design appropriately addresses visibility, access control, and user safety.

Operational Compatibility

Consideration should be given to the hours of operation, intensity of use, and types of activities proposed for the community center to ensure that they are compatible with adjacent uses. This is particularly important where uses may have overlapping or conflicting peak activity periods.

While the presence of Freedom Landing does not preclude development of the community center, it represents an important factor in determining the final program, layout, and operational approach for the site. As the project advances, further coordination with the Town and evaluation of adjacent land uses is recommended to confirm compatibility and to inform design decisions, particularly if a daycare or other sensitive use is pursued.

4.0 SITE & TECHNICAL FEASIBILITY

4.1 Existing Conditions

The subject property consists of approximately 2.1 acres and is currently developed with a combination of structures and supporting infrastructure associated with prior community, industrial, and municipal uses.

Existing improvements on the site include:

Existing Community Center Structure

A small modular building currently serves as the existing Dorchester Community Center. Based on prior discussion with the Town and preliminary evaluations, this structure is not considered viable for long-term reuse due to its size, condition, and limitations in supporting the expanded program envisioned for the site.

Light Industrial Building

Located near the intersection of Potomac Street and Dorchester Avenue, is an existing structural steel building previously utilized for light industrial and Department of Public Works storage. While the structure benefits from existing utility connections and site access, it has been identified as being in poor condition and is not anticipated to be incorporated into the long-term redevelopment plan.

Police/Evidence Building

A municipal support structure currently in use by the Town for police or evidence storage purposes.

This building is anticipated to remain in place and operational, requiring that continued vehicular access and functional separation from community center activities be maintained as part of the site design.

Water Tower:

An existing municipal water tower located on or immediately adjacent to the property. This facility will remain and represents a fixed infrastructure constraint that must be accommodated in the layout of future site improvements, including access, setbacks, and utility coordination.

In addition to these structures, the site contains existing paved areas, informal parking areas, and established access points from Dorchester Avenue and Potomac Street. The presence of existing infrastructure including water and sewer connections, electric service, and prior site grading provide opportunities for cost efficiencies during redevelopment. Particularly, savings resulting from a limited extent of new utility installation, earthwork and stormwater management requirements.

4.2 Site Layout and Phasing

As illustrated on the feasibility exhibit included with this report, the proposed site layout has been developed based on a phased approach to implementation. This approach allows the Town to align construction with available funding while maintaining a clear framework for ultimate buildout of the community center program.

The conceptual layout organizes the site into distinct functional areas, including building footprints, parking, circulation, stormwater management, and outdoor recreation spaces, while maintaining access to existing municipal facilities that are to remain.

The phased development is generally described as follows:

Phase I – Multipurpose Assembly Building:

The initial phase focuses on construction of a gymnasium or multipurpose assembly building, including associated entry and restroom facilities. This component serves as the core of the community center and provides immediate functionality for recreational and community programming. Phase I is positioned to maximize accessibility from Dorchester Avenue and to function independently if subsequent phases are delayed.

Phase II – Entry, Control, and Community Support Space:

The second phase expands the facility to include a dedicated entry, control area, and community lounge space. This phase establishes a formal main entrance to the overall complex and enhances the usability and supervision of the facility. The layout aims to integrate Phase II with Phase I and provide a transition to future expansion areas.

Phase III – Community Support Areas / Future Expansion:

The final phase includes additional building area intended for community support functions such as meeting rooms, training spaces, and potential revenue generating uses such as a daycare. The layout also allows for flexibility in building configuration, including the potential for a second-story expansion depending on program needs and funding availability. Associated parking expansions are also accommodated within this phase.

4.3 Parking Areas:

Parking for the proposed community center is accommodated through a combination of on-site parking areas and coordinated use of adjacent street frontages. The layout included with this report reflects preliminary parking demand based on the proposed building program and anticipated uses, with additional flexibility incorporated for future expansion.

A key component of the parking strategy involves the reconfiguration of the existing roadway cross-section along Dorchester Avenue, where the current travel lane width is approximately 35 feet. The conceptual plan proposes a reduction in width to approximately 24 feet, which is consistent with Town of La Plata roadway standards for local streets. This reduction allows for the introduction of perpendicular on-street parking while maintaining adequate travel lanes for two-way traffic.

This approach provides multiple benefits. It increases overall parking capacity to meet anticipated demand associated with the community center program while reducing the need for additional on-site impervious areas.

Thereby, minimizing stormwater management requirements and associated costs. The reduction in roadway width also maximizes the usable area of the site for building footprints, outdoor recreation, and other community functions. In addition, the narrower roadway section is expected to enhance traffic calming, improving pedestrian safety and accessibility within the surrounding residential neighborhood.

Access and Circulation:

Vehicular access is maintained from Dorchester Avenue and Potomac Street, with internal circulation designed to provide safe and efficient movement throughout the site. The plan also maintains dedicated access to the police/evidence building and water tower facilities, ensuring continued municipal operations.

Stormwater Management Facilities:

Stormwater management areas are distributed along the perimeter of the site, consistent with the conceptual grading and drainage strategy of the layout. These facilities are positioned to minimize conflicts with building and parking areas while meeting regulatory requirements.

Outdoor Recreation and Open Space:

A designated playground area is included as part of the overall program, providing outdoor recreational opportunities for the community. The location and configuration of this area allow for integration with building uses and flexibility for shared or controlled access, particularly if a daycare component is incorporated in the future.

Overall, the proposed site layout demonstrates that the property can accommodate the full program through a coordinated, phased development strategy. The layout balances building placement, circulation, municipal constraints, and open space to create a functional and adaptable framework for future development, while remaining responsive to funding limitations and community needs.

4.4 Utilities

The property is served by existing public water and public sanitary sewer infrastructure, which provides a significant advantage for redevelopment sites. These utilities are available within the adjacent public right-of-way and are assumed to have previously supported the existing development.

The presence of public water service is expected to adequately support domestic water demand, fire protection requirements, and any additional needs associated with the proposed community center uses. Similarly, the availability of public sanitary sewer service lends itself to gravity conveyance of wastewater generated by the facility, including restrooms, potential kitchen facilities, and other program elements. Thereby, minimizing design, construction and long term maintenance costs associated with pumping.

Based on the scale of the proposed development, these utilities are considered generally adequate to support the anticipated use, subject to confirmation during the design phase. As the project advances, coordination with the Town of La Plata and applicable utility providers will be required to verify, available system capacity, location and condition of existing service connections and any required upgrades, extensions, or connection modifications

Final utility design and approval will be subject to review by the appropriate local agencies having jurisdiction.

4.5 Grading and Stormwater Management

Stormwater management areas are distributed along the perimeter of the site to capture and treat runoff from proposed impervious surfaces, including building roofs, parking areas, and internal circulation drives. The site’s relatively moderate topography supports the use of surface-based practices such as bioretention and shallow drainage features, with a conceptual grading approach that directs runoff via controlled overland flow to these perimeter facilities. This strategy minimizes the need for extensive storm drain infrastructure while preserving the central portion of the site for development.

Locating stormwater facilities along the edges of the site maximizes usable area for building and program elements and allows for integration within landscaped buffers and open space. Based on the anticipated scope of development, stormwater management requirements are expected to be accommodated within the property limits.

5.0 SCHEDULE AND FUNDING CONSIDERATIONS

Based on discussions with the Town of La Plata, the proposed Dorchester Community Center project is influenced by both funding availability and associated time constraints. The Town has secured approximately $1.25 million in grant funding, with total available funding estimated at approximately $1.8 million. One of the identified grant components, in the approximate amount of $250,000, is subject to an expiration timeline of June 2027.

Preliminary cost considerations indicate that full buildout of the conceptual program, estimated at approximately 14,000 to 15,000 square feet, will likely exceed currently available funding if constructed as a single phase. As a result, a phased development approach has been identified as a practical strategy to align project scope with funding resources while allowing for incremental expansion over time.

The initial phase of development is anticipated to prioritize construction of a multipurpose assembly or gymnasium facility, which would provide immediate community benefit and establish the core function of the site. Subsequent phases may include expansion of community support spaces, additional program elements, and potential second-story construction, as funding becomes available.

From a scheduling perspective, the June 2027 grant deadline introduces a significant constraint that will require timely advancement of the project through design, permitting, and construction. In order to meet this timeline, it is important that the project transition from feasibility into preliminary design and entitlement efforts as soon as practicable. Delays in initiating design or coordination activities could compress the schedule for permitting and construction, increasing the risk of not fully utilizing available grant funding.

As part of this effort, it is recommended that the Town confirm whether a portion of the available grant funding, including the $250,000 grant, may be utilized to support initial design, engineering, and entitlement activities.

Early use of available funds for design could significantly improve the project schedule by enabling advancement into permitting and construction within the required timeframe.

The overall project schedule will be dependent on several key factors, including the following:

Confirmation of the development approach following Town review of this feasibility study

Advancement of any required zoning or entitlement actions

Preparation and review of detailed site design and engineering documents

Agency permitting and approvals

Development of planning-level and final construction cost estimates

Procurement of contractors and coordination of construction activities

Given the sequencing of these tasks and typical durations associated with design, permitting, and construction, it is recommended that the Town proceed with initiation of design services, coordination with regulatory agencies, and refinement of the phased development plan in the near term. Early advancement of these efforts will help preserve schedule flexibility, support alignment with funding deadlines, and position the project for timely construction.

6.0 PRELIMINARY COST CONSIDERATIONS

Preliminary planning-level construction cost estimates have been prepared for the proposed Dorchester Community Center based on the conceptual phased development approach described in this report. These estimates are intended to provide an order-of-magnitude understanding of anticipated project costs and to support funding and implementation discussions by the Town.

The estimates have been developed based on conceptual programming, preliminary site planning, and generalized construction cost assumptions for comparable community and recreational facilities. The estimates should be considered conceptual in nature and subject to refinement as the project advances into detailed design and engineering.

Consistent with the phased development strategy, the estimates have been organized to separately evaluate site development costs, building construction costs, Phase I, II, and III implementation, and single-story versus future two-story expansion options.

The building estimates prepared by Patuxent Architects are based on conceptual square footage allocations and an estimated construction cost of approximately $300 per square foot for a functional, no-frills facility. Site development estimates prepared by COA Barrett include preliminary grading, utility, parking, drainage, demolition, and related infrastructure improvements necessary to support Phase I construction.

For planning purposes, an additional allowance of twenty percent (20%) has been included for soft costs associated with design, engineering, permitting, and related professional services

6.1 PHASE I: MULTIPURPOSE ASSEMBLY BUILDING

Phase I is anticipated to consist primarily of construction of the gymnasium/multipurpose assembly component of the community center, including associated restroom and support facilities. This phase establishes the core recreational and community function of the site while allowing future expansion as additional funding becomes available.

Based on preliminary architectural estimates prepared by Patuxent Architects, the Phase I building program includes approximately 7,600 square feet of building area with an estimated construction cost of approximately $2,280,000.

Associated site development costs prepared by COA Barrett include demolition, grading, utility improvements, parking, stormwater management, pedestrian access improvements, and related infrastructure necessary to support initial occupancy of the facility. The preliminary site development estimate for Phase I is approximately $321,000.

A summary of the preliminary planning-level Phase I cost estimate is provided below.

Component Estimate Cost

Building Construction $2,280,000

Site Development & Improvements $321,000

Subtotal Construction Costs $2,601,000

Soft Costs/Design/Permitting $520,200

Total Estimated Single-Story Project Cost $3,121,200

Table 6.1 Phase I Preliminary Planning-Level Cost Estimate

6.2 PHASE II: ENTRY AND COMMUNITY SUPPORT AREAS

Phase II is anticipated to expand the facility to include the primary entrance, control area, community lounge, and associated support spaces. This phase establishes a more complete community center presence and improves functionality, supervision, and overall user experience. The Phase II improvements are intended to create a more formalized public entry sequence while enhancing operational oversight and circulation throughout the facility.

Based on preliminary architectural estimates, the Phase II first-floor addition includes approximately 1,900 square feet of additional building area. When combined with Phase I, the resulting single-story facility would include approximately 9,500 square feet of total building area capable of supporting expanded recreational programming, community gatherings, and support services.

Additional site improvements and parking modifications are anticipated as part of this phase to address increased occupancy demands, accessibility requirements, circulation improvements, and final code compliance considerations.

A summary of the preliminary planning-level Phase II cost estimate is provided below.

Component Estimate Cost

Building Construction $570,000

Site Development & Improvements $155,000

Subtotal Construction Costs $725,000

Soft Costs/Design/Permitting $145,000

Total Estimated Single-Story Project Cost $870,000

Table 6.2 Phase II Preliminary Planning-Level Cost Estimate

6.3 PHASE III: COMMUNITY SUPPORT SPACE/FUTURE EXPANSION

Phase III represents the final planned expansion of the Dorchester Community Center and is intended to provide additional community support and flexible programming space based on future community needs and available funding. Potential Phase III uses may include classrooms, meeting rooms, workforce training areas, youth programming space, community support services, or a daycare facility capable of generating supplemental operational revenue.

The conceptual layout also provides flexibility for future expansion of recreational and outdoor programming elements, including playground facilities, outdoor gathering areas, and associated parking improvements. Depending on final programming priorities and funding availability, portions of Phase III could be implemented independently or in conjunction with future building expansion.

Based on preliminary planning assumptions, Phase III includes additional building construction and supporting site improvements necessary to accommodate the ultimate buildout of the facility. Associated site development costs include parking expansion, utility extensions, grading, stormwater management, pedestrian circulation improvements, landscaping, and other supporting infrastructure required for full site functionality.

A summary of the preliminary planning-level Phase III cost estimate is provided below.

Component Estimate Cost

Building Construction $1,500,000

Site Development & Improvements $310,000

Subtotal Construction Costs $1,810,000

Soft Costs/Design/Permitting $362,000

Total Estimated Single-Story Project Cost $2,172,000

Table 6.3 Phase III Preliminary Planning-Level Cost Estimate

6.4 TWO-STORY EXPANSION OPTIONS

The conceptual design for the Dorchester Community Center has been developed to allow flexibility for future vertical expansion through construction of second-story building areas associated with Phases II and III. This approach would allow the Town to maximize the long-term development potential of the site while preserving open space and minimizing the overall building footprint.

Under this approach, portions of the Phase II and Phase III structures could be constructed with the structural capacity necessary to support future second-story additions. This strategy would allow the Town to phase expansion over time based on funding availability and evolving community needs while minimizing future disruption to ongoing operations.

Preliminary architectural estimates indicate that incorporation of a second-story component during Phase II would increase building construction costs by approximately $750,000 beyond the single-story option.

Similarly, inclusion of a second-story component associated with Phase III would increase building construction costs by approximately $1,500,000. No significant increase in site development costs is anticipated as part of the two-story expansion approach, as the majority of supporting infrastructure and site improvements would already be established through the initial phases of development.

The two-story expansion concept may provide several long-term advantages, including:

Increased flexibility for future programming and growth

Improved utilization of the limited site area

Preservation of outdoor recreation and open space areas

Reduced need for additional site disturbance in future phases

Long-term adaptability to changing community needs and funding opportunities

However, the additional upfront construction costs associated with two-story structural systems and vertical circulation elements should be evaluated relative to available funding, long-term operational considerations, and overall project priorities as the design advances.

7.0 FINDINGS AND RECOMMENDATIONS

Based on the evaluation of zoning, site conditions, conceptual planning, and preliminary engineering considerations, the subject property is considered physically and technically suitable for redevelopment as a community center. The site is supported by existing public water and sanitary sewer infrastructure, and the available land area is sufficient to accommodate the proposed building program, parking, stormwater management, and associated site improvements through a phased development approach.

The conceptual site layout demonstrates that the project can be implemented in a logical sequence of phases, allowing the Town to align construction with available funding while maintaining flexibility for future expansion.

The proposed parking strategy, including on-site parking and roadway reconfiguration along Dorchester Avenue, provides a viable solution for meeting anticipated parking demand while maximizing usable site area for community-focused functions. Stormwater management and grading requirements are also expected to be accommodated within the limits of the property.

The primary constraint identified is zoning compatibility, as the property is currently zoned Industrial High (IH), which does not typically permit community center or recreational uses as a principal use. However, the site’s proximity to Central Business (CB) and Residential (R-3) zoning districts, along with the community-oriented nature of the proposed use, supports consideration of rezoning or other discretionary land use approvals to better align the site with surrounding land use patterns.

Additional considerations include the presence of adjacent uses, including the Freedom Landing facility, which may influence final site programming, layout, and operational characteristics. While this does not preclude development of the community center, it warrants further evaluation during the design phase, particularly if sensitive uses such as daycare or outdoor play areas are included.

Based on these findings, the following next steps are recommended:

The Town should initiate coordination with planning staff to determine the appropriate rezoning or entitlement strategy for the site. Advancement of a rezoning to the Central Business (CB) District, or a comparable zoning designation that supports civic and community-oriented uses, should be considered.

The project should proceed with initiation of preliminary design and engineering services in the near term to support development of a refined site plan, confirmation of program elements, and advancement into the permitting process. Given the identified funding timeline, early progression into design is critical to maintaining project momentum.

A phased development approach should be maintained, with priority given to construction of a multipurpose assembly or gymnasium facility as the initial phase. This approach allows for delivery of immediate community benefit while providing a framework for future expansion as additional funding becomes available.

The Town should confirm whether available grant funding, including the $250,000 grant component, may be utilized to support design, engineering, and entitlement activities, which would facilitate advancement of the project schedule and improve the likelihood of meeting funding deadlines.

Further evaluation of adjacent land use compatibility, including coordination related to the Freedom Landing facility, should be undertaken during design to inform site layout, buffering, access control, and programming decisions.

Following Town review of this feasibility study, the project should advance into detailed site design, permitting, and preparation of planning-level and final construction cost estimates to support implementation of the initial development phase

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APPENDIX A: LOCATION MAP

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APPENDIX B: ZONING MAP

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APPENDIX C: FEASIBILITY PLANS

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1,900.00

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5,000.00

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3,871 SF.

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3,755 SF.

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12,120 SF.

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2,573 SF.

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6,902 SF.

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GROSS AREA

6,000.00

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ID

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PH II

ENTRY/

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LOUNGE

1,900.00

PARKING REQ'S

~ 7 SPACES

PH II

PATIO

AREA

PH I

ENTRY /

RESTROOM

7,600 SF.

PARKING REQ'S

26 SPACES

50' R/W50' R/W50' R/W50' R/W

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PARKING SPACES

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SUPPORT AREAS

10,000.00

PARKING REQ'S

~ 34 SPACES

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PARKING AREA

PH III

SUPPORT AREAS

5,000.00

PHASE I :

GYM/MULTI-PURPOSE ASSEMBLY BUILDING

PHASE II :

ENTRY/CONTROL/COMMUNITY LOUNGE

PHASE III :

COMMUNITY SUPPORT AREAS

SOUTH-EAST PERSPECTIVE

NORTH-EAST PERSPECTIVE

SOUTH-EAST PERSPECTIVE

NORTH-EAST PERSPECTIVE

D

APPENDIX D: COST ESTIMATES

Estimate Name: Dorchester Community Center - Phase 1

Client Name: Town of La Plata Type: Unit Notes:

Estimate Address: Measurement System: US Standard

Estimate Summary:

Material Labor Equipment Sub-Total* Contingency Total

Base Total 141,276.49$ 78,539.79$ 20,131.12$ $ 257,043.40 25% $ 321,304.25

*"Total" column values include the cost of Exception lines that may not be included in the Material, Labor and Equipment totals. Labor Type:

City Cost Index:

Line Source: U - User defined line item

A - Adjustment/Modifier

E - Exception lines

Quantity LineNumber Line Source SubContracted

Ind.

Description Crew Daily Output

Labor Hours

Unit Material Labor Equipment Total Ext. Mat. Ext. Labor Ext. Equip. Ext. Total Labor Type Notes

150.00 312514161000 Synthetic erosion control, silt fence, install and remove, 3' high B62 650 0.037 L.F. 1.16$ 1.61$ 0.37$ 3.14$ 174.00$ 241.50$ 55.50$ 471.00$ STD

30.00 G2020-220-1560

Parking lot, 90-deg angle parking, 4" bituminous paving, 6" gravel base B63 650 0.037 Per Car 1,522.50$ 638.00$ -$ 2,160.50$ 45,675.00$ 19,140.00$ -$ 64,815.00$ STD

5.00 G4020-210-0200

Light poles, aluminum, 20' high, 1 arm bracket B64 650 0.037 Ea. 1,812.50$ 1,812.50$ -$ 3,625.00$ 9,062.50$ 9,062.50$ -$ 18,125.00$ STD

945.00 G2030-120-1600

Concrete sidealks, 4" thick, 4" gravel base, 4' wide B65 650 0.037 L.F. 12.54$ 22.91$ -$ 35.45$ 11,852.66$ 21,649.95$ -$ 33,502.61$ STD

530.00 321613130300 Concrete, wood forms, 6" x 18", straight & concrete C-2A 500 0.096 L.F. 8.48$ 6.32$ -$ 14.80$ 4,495.73$ 3,350.66$ -$ 7,846.39$ STD

1.00 312213200210 Rough grading sites, open, 20,100- 25,000 S.F, grader B11L 1.4 11.429 Ea. -$ 534.80$ 737.52$ 1,272.32$ -$ 534.80$ 737.52$ 1,272.32$ STD

1500.00 312216100100

Fine grading, for roadway, base or leveling course, large area, 6,000 S.Y. or more B11L 2000 0.008 S.Y. -$ 0.37$ 0.52$ 0.89$ -$ 555.00$ 780.00$ 1,335.00$ STD

560.00 312216101100 Fine grading, fine grade for slab on grade, machine B11L 1040 0.015 S.Y. -$ 0.72$ 0.99$ 1.71$ -$ 403.20$ 554.40$ 957.60$ STD

560.00 312216101150 Fine grading, fine grade for slab on grade, hand grading B18 700 0.034 S.Y. -$ 1.39$ 0.17$ 1.56$ -$ 778.40$ 95.20$ 873.60$ STD

1000.00 312316462400

Excavating, bulk, dozer, open site, bank measure, sand and gravel, 80 HP dozer, 300' haul B10L 120 0.1 B.C.Y. -$ 4.89$ 4.65$ 9.54$ -$ 4,890.00$ 4,650.00$ 9,540.00$ STD

300.00 312316462420

Excavating, bulk, dozer, open site, bank measure, common earth, 80 HP dozer, 300' haul B10L 100 0.12 B.C.Y. -$ 5.88$ 5.62$ 11.50$ -$ 1,764.00$ 1,686.00$ 3,450.00$ STD

300.00 312316462440 Excavating, bulk, dozer, open site, bank measure, clay, 80 HP dozer, 300' haul B10L 65 0.185 B.C.Y. -$ 9.05$ 8.65$ 17.70$ -$ 2,715.00$ 2,595.00$ 5,310.00$ STD

200.00 312316500300

Excavation, bulk, scrapers, bank measure, common earth, 1,500' haul, 11 C.Y. bucket, elevating scraper, 1/4 push dozer B33F 600 0.023 B.C.Y. -$ 1.15$ 2.55$ 3.70$ -$ 230.00$ 510.00$ 740.00$ STD

186.00 312316500500

Excavation, bulk, scrapers, bank measure, clay, 1,500' haul, 11 C.Y.

bucket, elevating scraper, 1/4 push dozer B33F 375 0.037 B.C.Y. -$ 1.85$ 4.07$ 5.92$ -$ 344.10$ 757.02$ 1,101.12$ STD

20000.00 334233500030 Stormwater management, allowance, add per S.F. of impervious surface B37 6000 0.008 S.F. 1.94$ 0.35$ 0.04$ 2.33$ 38,800.00$ 7,000.00$ 800.00$ 46,600.00$ STD

40.00 334113501050 Piping, drinage & sewage, corrugeted HDPE, type S B-20 300 0.08 L.F. 13.30$ 5.88$ -$ 19.18$ 532.00$ 235.20$ -$ 767.20$ STD

180.00 334113501070 Piping, drinage & sewage, corrugeted HDPE, type S B-20 250 0.112 L.F. 28.09$ 8.49$ 0.96$ 37.54$ 5,055.75$ 1,527.75$ 173.25$ 6,756.75$ STD

93.00 310513100700

Soils for earthwork, screened loam borrow, spread with 200 HP dozer, includes load at pit and haul, 2 miles round trip, excludes compaction B15 600 0.047 C.Y. 35.17$ 2.25$ 5.14$ 42.56$ 3,270.81$ 209.25$ 478.02$ 3,958.08$ STD

93.00 310513100800

Soils for earthwork, topsoil borrow, weed free, spread with 200 HP dozer, includes load at pit and haul, 2 miles round trip, excludes compaction B15 600 0.047 C.Y. 21.33$ 2.25$ 5.14$ 28.72$ 1,983.69$ 209.25$ 478.02$ 2,670.96$ STD

186.00 310516100100

Aggregate for earthwork, bank run gravel, spread with 200 HP dozer, includes load at pit and haul, 2 miles round trip, excludes compaction B15 600 0.047 L.C.Y. 20.93$ 2.25$ 5.14$ 28.32$ 3,892.98$ 418.50$ 956.04$ 5,267.52$ STD

Standard Union

MARYLAND / WALDORF (206)

LEGEND

ESTIMATE

ESTIMATE INFORMATION

COST DATA

La Plata, Maryland

186.00 310516100300

Aggregate for earthwork, crushed stone,

1.40 tons per C.Y., 1-1/2", spread with 200 HP dozer, includes load at pit and haul, 2 miles round trip, excludes compaction B15 600 0.047 L.C.Y. 28.25$ 2.25$ 5.14$ 35.64$ 5,254.50$ 418.50$ 956.04$ 6,629.04$ STD

273.00 310516100600

Aggregate for earthwork, select structural fill, spread with 200 HP dozer, includes load at pit and haul, 2 miles round trip, excludes compaction B15 600 0.047 L.C.Y. 25.94$ 2.25$ 5.14$ 33.33$ 7,081.62$ 614.25$ 1,403.22$ 9,099.09$ STD

3.00 310516100410 Aggregate for earthwork, minimum Delivery Charge B34B 4 2 Ea. 13.61$ 95.36$ 216.87$ 325.84$ 40.83$ 286.08$ 650.61$ 977.52$ STD

186.00 310516100900

Aggregate for earthwork, aggregate or sand, spread with 200 HP dozer, includes load at pit and haul, round trip, for 5 mile haul add B34B 200 0.04 L.C.Y. -$ 1.90$ 4.34$ 6.24$ -$ 353.40$ 807.24$ 1,160.64$ STD

186.00 310516100500

Aggregate for earthwork, dead or bank sand, spread with 200 HP dozer, includes load at pit and haul, 2 miles round trip, excludes compaction B15 600 0.047 L.C.Y. 12.97$ 2.25$ 5.14$ 20.36$ 2,412.42$ 418.50$ 956.04$ 3,786.96$ STD

200.00 329219130310

Seeding, mechanical seeding, fine grading and seeding, with equipment, includes lime, fertilizer & seed B14 1000 0.048 S.Y. 0.19$ 1.81$ 0.26$ 2.26$ 38.00$ 362.00$ 52.00$ 452.00$ STD

200.00 329113160600 Soil preparation, mulching, oat straw, 1" deep, hand spread 1 Clab 475 0.017 S.Y. 0.73$ 0.60$ -$ 1.33$ 146.00$ 120.00$ -$ 266.00$ STD

1.00 014523504400 E Soil testing, Atterberg limits, liquid and plastic limits 0 0 Ea. -$ -$ -$ 91.00$ -$ -$ -$ 91.00$ STD

400.00 015626500200 Temporary fencing, chain link, rented up to 12 months, 6' high, 11 ga, to 1000' 2 Clab 400 0.04 L.F. 3.77$ 1.77$ -$ 5.54$ 1,508.00$ 708.00$ -$ 2,216.00$ STD

1.00 014523500012 E Field testing, for concrete or steel building, minimum 0 0 Week -$ -$ -$ 4,585.00$ -$ -$ -$ 4,585.00$ STD

2.00 014523500025 E Field testing, for concrete or steel building, maximum 0 0 Week -$ -$ -$ 6,005.00$ -$ -$ -$ 12,010.00$ STD

2.00 014523500600 E Concrete testing, aggregates, abrasion, ASTM C 131 0 0 Ea. -$ -$ -$ 205.00$ -$ -$ -$ 410.00$ STD

Site Totals 18,638.92$ 141,276.49$ 78,539.79$ 20,131.12$ 257,043.40$

Estimate Name: Dorchester Community Center - Phase 2

Estimate Address: Measurement System: US Standard

Estimate Summary:

Material Labor Equipment Sub-Total* Contingency Total

Base Total 62,993.78$ 34,822.12$ 8,868.63$ $ 123,780.53 25% $ 154,725.66

*"Total" column values include the cost of Exception lines that may not be included in the Material, Labor and Equipment totals. Labor Type:

City Cost Index:

Line Source: U - User defined line item

A - Adjustment/Modifier

E - Exception lines

Quantity LineNumber Line Source SubContracted

Ind.

Description Crew Daily Output

Labor Hours

Unit Material Labor Equipment Total Ext. Mat. Ext. Labor Ext. Equip. Ext. Total Labor Type Notes

150.00 312514161000 Synthetic erosion control, silt fence, install and remove, 3' high B62 650 0.037 L.F. 1.16$ 1.61$ 0.37$ 3.14$ 174.00$ 241.50$ 55.50$ 471.00$ STD

10.00 G2020-220-1560

Parking lot, 90-deg angle parking, 4" bituminous paving, 6" gravel base B63 650 0.037 Per Car 1,522.50$ 638.00$ -$ 2,160.50$ 15,225.00$ 6,380.00$ -$ 21,605.00$ STD

5.00 G4020-210-0200

Light poles, aluminum, 20' high, 1 arm bracket B64 650 0.037 Ea. 1,812.50$ 1,812.50$ -$ 3,625.00$ 9,062.50$ 9,062.50$ -$ 18,125.00$ STD

200.00 G2030-120-1600

Concrete sidealks, 4" thick, 4" gravel base, 4' wide B65 650 0.037 L.F. 12.54$ 22.91$ -$ 35.45$ 2,508.50$ 4,582.00$ -$ 7,090.50$ STD

220.00 321613130300 Concrete, wood forms, 6" x 18", straight & concrete C-2A 500 0.096 L.F. 8.48$ 6.32$ -$ 14.80$ 1,866.15$ 1,390.84$ -$ 3,256.99$ STD

1.00 312213200210 Rough grading sites, open, 20,100- 25,000 S.F, grader B11L 1.4 11.429 Ea. -$ 534.80$ 737.52$ 1,272.32$ -$ 534.80$ 737.52$ 1,272.32$ STD

500.00 312216100100

Fine grading, for roadway, base or leveling course, large area, 6,000 S.Y.

or more B11L 2000 0.008 S.Y. -$ 0.37$ 0.52$ 0.89$ -$ 185.00$ 260.00$ 445.00$ STD

190.00 312216101100 Fine grading, fine grade for slab on grade, machine B11L 1040 0.015 S.Y. -$ 0.72$ 0.99$ 1.71$ -$ 136.80$ 188.10$ 324.90$ STD

190.00 312216101150 Fine grading, fine grade for slab on grade, hand grading B18 700 0.034 S.Y. -$ 1.39$ 0.17$ 1.56$ -$ 264.10$ 32.30$ 296.40$ STD

300.00 312316462400

Excavating, bulk, dozer, open site, bank measure, sand and gravel, 80 HP dozer, 300' haul B10L 120 0.1 B.C.Y. -$ 4.89$ 4.65$ 9.54$ -$ 1,467.00$ 1,395.00$ 2,862.00$ STD

150.00 312316462420

Excavating, bulk, dozer, open site, bank measure, common earth, 80 HP dozer, 300' haul B10L 100 0.12 B.C.Y. -$ 5.88$ 5.62$ 11.50$ -$ 882.00$ 843.00$ 1,725.00$ STD

150.00 312316462440 Excavating, bulk, dozer, open site, bank measure, clay, 80 HP dozer, 300' haul B10L 65 0.185 B.C.Y. -$ 9.05$ 8.65$ 17.70$ -$ 1,357.50$ 1,297.50$ 2,655.00$ STD

100.00 312316500300

Excavation, bulk, scrapers, bank measure, common earth, 1,500' haul, 11 C.Y. bucket, elevating scraper, 1/4 push dozer B33F 600 0.023 B.C.Y. -$ 1.15$ 2.55$ 3.70$ -$ 115.00$ 255.00$ 370.00$ STD

90.00 312316500500

Excavation, bulk, scrapers, bank measure, clay, 1,500' haul, 11 C.Y.

bucket, elevating scraper, 1/4 push dozer B33F 375 0.037 B.C.Y. -$ 1.85$ 4.07$ 5.92$ -$ 166.50$ 366.30$ 532.80$ STD

10000.00 334233500030 Stormwater management, allowance, add per S.F. of impervious surface B37 6000 0.008 S.F. 1.94$ 0.35$ 0.04$ 2.33$ 19,400.00$ 3,500.00$ 400.00$ 23,300.00$ STD

350.00 334113501050 Piping, drinage & sewage, corrugeted HDPE, type S B-20 300 0.08 L.F. 13.30$ 5.88$ -$ 19.18$ 4,655.00$ 2,058.00$ -$ 6,713.00$ STD

0.00 334113501070 Piping, drinage & sewage, corrugeted HDPE, type S B-20 250 0.112 L.F. 28.09$ 8.49$ 0.96$ 37.54$ -$ -$ -$ -$ STD

50.00 310513100700

Soils for earthwork, screened loam borrow, spread with 200 HP dozer, includes load at pit and haul, 2 miles round trip, excludes compaction B15 600 0.047 C.Y. 35.17$ 2.25$ 5.14$ 42.56$ 1,758.50$ 112.50$ 257.00$ 2,128.00$ STD

50.00 310513100800

Soils for earthwork, topsoil borrow, weed free, spread with 200 HP dozer, includes load at pit and haul, 2 miles round trip, excludes compaction B15 600 0.047 C.Y. 21.33$ 2.25$ 5.14$ 28.72$ 1,066.50$ 112.50$ 257.00$ 1,436.00$ STD

60.00 310516100100

Aggregate for earthwork, bank run gravel, spread with 200 HP dozer, includes load at pit and haul, 2 miles round trip, excludes compaction B15 600 0.047 L.C.Y. 20.93$ 2.25$ 5.14$ 28.32$ 1,255.80$ 135.00$ 308.40$ 1,699.20$ STD

Standard Union

MARYLAND / WALDORF (206)

LEGEND

ESTIMATE

ESTIMATE INFORMATION

60.00 310516100300

1.40 tons per C.Y., 1-1/2", spread with 200 HP dozer, includes load at pit and haul, 2 miles round trip, excludes compaction B15 600 0.047 L.C.Y. 28.25$ 2.25$ 5.14$ 35.64$ 1,695.00$ 135.00$ 308.40$ 2,138.40$ STD

50.00 310516100600

Aggregate for earthwork, select structural fill, spread with 200 HP dozer, includes load at pit and haul, 2 miles round trip, excludes compaction B15 600 0.047 L.C.Y. 25.94$ 2.25$ 5.14$ 33.33$ 1,297.00$ 112.50$ 257.00$ 1,666.50$ STD

3.00 310516100410 Aggregate for earthwork, minimum Delivery Charge B34B…