RFP_1-27_-_CMAR_Pumphouse.pdf

REQUEST FOR PROPOSAL (RFP 1-27)

For

CONSTRUCTION MANAGER AT RISK SERVICES FOR

CITY OF CHEYENNE

HISTORIC PUMPHOUSE REPURPOSING

CHEYENNE, WYOMING

Issued by:

Community Recreation and Events

City of Cheyenne, Wyoming

City of Cheyenne

Purchasing, Attn: TJ Barttelbort

2101 O’Neil Avenue

Cheyenne, WY 82001

(307) 773-1045

City of Cheyenne / RFP 1-27 / CMAR Pumphouse

Introduction:

The City of Cheyenne in Cheyenne, Wyoming is seeking proposals from qualified construction companies for the construction management at risk services and the renovation of the Historic Pumphouse. Services will include demolition, general building and site construction for the Repurposing of the Historic Pumphouse.

MANDATORY Pre-Proposal Meeting:

A mandatory pre-proposal meeting will be held on July 10, 2026, 10:00am, at the Cheyenne Pumphouse, 1504

Dillon Ave, Cheyenne, WY 82001.

Proposal Submittal:

To be considered, proposals must be received via the City's eProcurement Portal.

Any proposal received after that time shall not be considered.

Email or fax submittals shall not be considered.

The City of Cheyenne reserves the right to reject any and all proposals at its sole discretion. The City of Cheyenne does not bind itself in any way to accept any proposal.

Project Description:

This project will consist of the renovation of the existing building and associated site improvements. The project is at the Design Development level of construction documents. Presentation drawings (not Construction Documents) showing the proposed renovation are included as an attachments to this RFP.

Proposal Requirements:

Proposers shall submit / upload their proposal on the date and time specified in this RFP, via the OpenGov e-procurement portal. Please merge all documents relating to your proposal into one single PDF document.

Selection Process & Interviews:

The Owner will review the submitted proposals and either select from the proposals or invite a shortlist of prospective CMAR’s to an interview process on August 7, 2026.

Based on contract execution and insurance/bonds, the CMAR is expected to begin pre-construction services for the project as soon as possible.

Proposal Scoring:

All responsive proposals shall be scored in accordance with the ‘RFP 1-27 / CMAR Evaluation Matrix’ found on the following page. The City, at its sole discretion, shall determine whether vendors have the basic qualifications to complete the project. This will determine the initial proposal rankings and will aid the determination of the shortlisted prospective CMAR’s for the interview process (if required).

Attribute Score (0-4) Total

1 Similar Relevant Experience Cover letter / Statement of interest: 0 0

Indicate your proposed project manager and superintendent (please submit resumes for both). Demonstrate that they have successfully completed projects of this size and type.

0 0

3 Ability to Meet Schedule & Scheduling Strategies 0 0

4 Ability to Adjust Phasing/Alternates, Scheduling and Facility Operations 0 0

General Qualifications:

a. What do you see as the greatest challenges with this project?

b.Please provide a preliminary project schedule based on completion of construction documents by September 2026.

c.How do you minimize change orders during the construction process?

d.How will you encourage the greatest possible extent of local subcontracting?

e.Do you see any early bid package opportunities?

f.What cost or schedule delays have you seen in the past? What future impacts do you anticipate? How do you navigate these cost impacts or delays?

0 0

Wyoming Preference: This will be a score of Four (4), automatically added to the scoring criteria. Proposers shall include their Certificate of Residency with their Proposal, for review by the City. Any firm NOT submitting a Certificate of Residency will automatically receive Zero (0) Points for this scoring item.

0 0

Total (Multiplied x Weighted Value) 0 0

CMAR Evaluation Matrix Project No.: RFP 1-27

Project Name: CITY OF CHEYENNE HISTORIC PUMPHOUSE REPURPOSING Score each category 1 (low) to 4 (high)

Percentage Additional Comments

10%

20%

15%

Fee Structure:

a. Bonding Capacity

b. Pre-construction Services

c. CMaR fee Percentage

10% 0 0

5%

100%

20%

20%

All Proposals should include the following information, in this order:

1. Construction Company Information:

a. Cover letter / Statement of Interest: List the firm’s name and complete address. List both street and mailing address. Provide the address of the specific office which will have responsibility for performing the work.

b. Firm Background: Describe your firm’s history. Include information identifying the firm’s annual volume of business, financial/bonding capacities, and speak to the firm’s stability in the marketplace. Information identifying the firm’s strengths along with special capabilities that may be appropriate to this project will assist in the evaluation. Provide your firm’s number of employees.

c. In the last five (5) years, have you (for each “yes” response provide an explanation):

i. had a settled or pending claim against your payment or performance bond?

ii. had a contract terminated on a project for non-performance?

iii. been assessed liquidated damages for late delivery of a project?

iv. taken legal action or dispute resolution proceedings (claim) against an Owner or project?

2. Project Team Knowledge:

a. Indicate your proposed project manager and superintendent (please submit resumes for both).

Demonstrate that they have successfully completed projects of this size and type. Please provide a short biography of the superintendents' construction experience with the firm.

b. Proposers should provide evidence of their success in maintaining project schedules for projects.

c. Proposers should provide their current and projected workload, specifically projects under construction and projects under contract. Provide a specific dollar value for projects under contract.

d. List of projects COMPLETED in 2024 and 2025 with Owner and Architect contact information for reference.

3. Provide a response to the following questions:

a. What do you see as the greatest challenges with this project?

b. Please provide a preliminary project schedule based on the completion of construction documents by September 2026.

c. How do you propose to staff and manage multiple sites for timely and successful completion of each project?

d. What are the logistics involved in managing and scheduling this project? Do you have a suggestion for the schedule?

e. How do you minimize change orders during the construction process?

f. How will you encourage the greatest possible extent of local subcontracting?

g. Do you see any early bid package opportunities?

h. What cost or schedule delays have you seen in the past? What future impacts do you anticipate?

How do you navigate these cost impacts or delays?

4. Bonding Capacity:

a. Provide proof of bonding capacity. The Proposer must be capable of providing a 100% performance bond and 100% payment bond for a project valued up to $30 million in construction costs, as documented by a letter or binder from the Surety. Provide contact name, phone, and email information for this project.

b. If less than 5 years, or not your exclusive surety source, list others used in the last 5 years.

c. Builders Risk Insurance must be carried by the general contractor for this project.

5. Safety:

a. Provide incidence rate, experience modification rate, AND loss ratio.

b. The proposer may submit an explanation for incident rate, EMR, and/or loss ratio greater than those listed here for further consideration by the Owner.

6. Cost Information:

The City of Cheyenne intends to make a CMAR selection based on both qualifications and cost basis, with the understanding that the exact scope of the project is uncertain at this time. Please provide the following cost information.

a. What is your mark-up on subcontractors?

b. What is your mark-up on materials?

c. What is your profit (fee)?

d. Explain your system of charging for General Requirements (cost of the work). Attach any rate sheets or listing of these services and charges typically used by your firm.

e. Describe any work you intend to self-perform.

f. Provide your labor rates for your staff.

g. Provide your general equipment rates.

h. What would your pre-construction fees be for this project? Please express as a single lump sum

NTE.

7. Owners Discretion:

a. The Owner reserves the sole right to waive the pass/fail requirement if, in the Owner’s sole judgment, sufficient justification exists for any explanation provided.

b. The Owner also reserves the right to request additional information and/or clarification on this item but is not obligated to do so prior to making its determination on whether or not to waive the requirement.

8. Form of Contract: The following AIA documents will be the form of contract for the successful CMAR.

a. AIA A133 AIA® Document A133™ – 2019 Standard Form of Agreement Between Owner and

Construction Manager as Constructor where the basis of payment is the Cost of the Work Plus a

Fee with a Guaranteed Maximum Price, with:

i. AIA Document A133™-2019, Exhibit A, Guaranteed Maximum Price Amendments, when executed

ii. AIA Document A133™–2019, Exhibit B, Insurance and Bonds

iii. AIA Document A201™–2017, General Conditions of the Contract for Construction

b. Adjustments to the standard form documents are being prepared by the City of Cheyenne City

Attorney. Copies of the proposed documents will be issued by addenda to this RFP.

9. Preference for Wyoming Resident Contractors:

a. Firms that have been granted a State of Wyoming Certificate of Residency Status are eligible to receive a 5% Preference Over Non-Resident Firms. This will be a score of Four (4), automatically added to the scoring criteria. Proposers shall include their Certificate of Residency via the OpenGov e-procurement Vendor Questionnaire, for review by the City. Any firm NOT submitting a Certificate of

Residency will automatically receive Zero (0) Points for this scoring item.

10. Insurance Requirements:

a. The Contractor shall file a Certificate of Insurance with the City verifying each type of insurance coverage listed below.

The Certificate of Insurance shall be submitted to and approved by the City before the Contractor begins to perform under this bid and the subsequent contract.

TYPE OF COVERAGE MINIMUM POLICY REQUIREMENTS

Commercial General Liability

(Including Products and Completed Operations;

Explosion, Collapse and Underground if applicable to the hazards of a specific project.)

$1,000,000 per Occurrence

$2,000,000 Aggregate

Business Automobile Liability $1,000,000 (Combined Single Limit)

Workers’ Compensation

OR

Employer’s Liability

Statutory

$500,000 Each Accident

$500,000 Each Disease-Policy Limit

$500,000 Disease/Each Employee

It is understood and agreed that these policies are primary and non-contributory. All policies required under this contract shall be in effect for the duration of the project and contract. The

Contractor shall immediately notify in writing the City Risk Manager, City Clerk, and City Attorney of any fact, circumstance, or occurrence that has resulted in, or may result in, the cancellation or substantive change of any insurance coverage required by this contract, and failure to do so shall be construed to be a breach of this contract.

The Contractor shall name the City as an additional insured on the Contractor’s insurance policies, except workers’ compensation, and the Contractor shall provide a copy of the endorsements providing this coverage.

The City has the right to reject a certificate of insurance if the City determines that the Contractor’s insurance company is widely regarded in the insurance industry as financially unstable. Any insurance company providing coverage under this contract shall have a minimum A.M. Best rating of A- (excellent).

The City has the right to review the insurance certificates of any or all Sub-Contractors used by the

Contractor. Further, the City requires that the Sub-Contractors’ insurance coverages be at least equivalent to that required of the Contractor.

The City has the right to increase the required minimum limit of liability on any contract project as warranted by an increase in hazard. Examples of increased hazard include, but are not limited to, handling of hazardous materials and activities involving large congregations of people.

The City shall have the right to consult with the Contractor’s insurance agent for disclosure of relevant policy information, but the City’s non-request or non-review such policies, endorsements, or certificates shall not affect the City’s rights or Contractor’s obligations hereunder. Disclosure of relevant policy information would specifically involve, but is not limited to, exclusions, deductibles, and claims in progress which could significantly reduce the annual aggregate limit.

11. Builders Risk Insurance:

a. Builders Risk Insurance must be carried by the general contractor for this project.

12. Provisions:

The City reserves the right to reject any and all proposals and does not bind itself to accept any proposal for this work or any part thereof. The City may waive any technical or formal defect in any proposal and shall have the right to ask for new proposals for the whole or parts of this work should the City desire to do so or shall have the right to negotiate with any or other qualified Contractor.

The City does not guarantee to provide a minimum/maximum amount of work or funding for projects.

The City reserves the right to evaluate information from any other source that may provide information on the contractor's qualifications for the performance of the work. Upon submission of the proposal, the

Contractor grants the City the express permission to use all or portions of the Contractor's proposals as needed by the City.

All proposals received will be considered public information by the City of Cheyenne. Proposers are advised that any information considered by them to be trade secret, privileged or confidential data should not be revealed in the proposal. Contents of proposals received will be made available to anyone requesting them after the selection process has been completed and the contract has been awarded. The

City of Cheyenne assumes no liability for the use or disclosure of technical or cost data submitted by any responding Proposer.

Attachments:

1. Exhibit A - General Project Description & Summary of Process

2. Exhibit B - Presentation Site Plan

3. Exhibit C - Presentation Floor Plan

4. Exhibit D - Presentation Building Elevations

Pumphouse CMAR

RFP 1-27

Exhibit A

GENERAL PROJECT DESCRIPTION

History

The Historic Pumphouse is a significant piece of Cheyenne's origin history and has been part of the historic fabric of Cheyenne since it's construction in 1892. The Pumphouse drew water from

Crow Creek into a concrete lined reservoir to the west of the structure. Duplex steam pumps that could produce 2,000,000 gallons of water per day provided water for the city’s fire hydrants and domestic water service. As the City’s water system grew and evolved, other reservoirs and pumping stations came online and the Historic Pumphouse was decommissioned as part of the city's water system in the 1920s. From the 1920’s to the recent past the structure was used by the City Of Cheyenne for storage.

Proposed Repurposing

The City Of Cheyenne now desires to renovate and repurpose the Historic Pumphouse for use by the City’s Clean and Safe crew. The Clean and Safe crew is responsible for maintenance of the downtown core area.

Fire

On May 16, 2026 a fire broke out in the building that ultimately caused significant damage to the roof structure of the building. Following is a description of the fire damage and the repairs that are necessary as well as the description of the intended renovation work.

The primary areas of additional work include:

• Removal of the damaged roof structure over the main portion of the building

• Replacement of the roof structure over the main portion of the building

• Removal and disposal of fire-related debris

• Repair and restoration of masonry walls damaged by fire suppression efforts and fire exposure

Additional detail regarding the fire damage is as follows:

• The fire caused irreparable damage to the roof and ceiling structure over the main portion of the Pumphouse, as well as the raised loft area located above the storage rooms at the south end of the building. It will be necessary to remove that portion of the roof structure, and to install a new engineered wood truss roof structure. To support the new roof structure, new concrete footings will be placed and load bearing cold-formed steel stud walls will be erected on the inside of the existing masonry walls.

Exhibit A

• The roof structure over the north portion of the building above the second-floor addition, appears to have sustained minimal damage. That portion of the structure will be removed, along with the existing second-floor addition, as part of the renovation project.

• The damage to the roof structure is consistent with what would be expected given the materials involved. The nominal wood lumber rafters, ceiling joists, floor joists, and wood trim were largely consumed by the fire. The heavy timber members that comprise the roof girder trusses sustained significant charring and damage but did not experience structural failure.

• The masonry portions of the building sustained damage from both the fire event and, more significantly, from the water used to extinguish the fire. Fire department hose streams displaced a substantial portion of the brick infill located between the top of the stone walls and the roof structure along the west and south elevations of the main portion of the building. This brick infill, consisting of approximately 8 courses of modular brick, was already in poor condition and was scheduled for repair as part of the project.

Due to the extent of the damage, the brick infill must be completely removed and replaced with new construction.

• A considerable amount of fire-related debris is distributed throughout the structure and will require removal prior to construction activities.

• The existing pre-engineered metal building addition located on the east side of the original structure was initially an area of significant concern due to the potential effects of fire exposure on unprotected steel framing. Unprotected steel structures typically perform poorly when subjected to elevated temperatures. However, a preliminary visual inspection indicates that this portion of the building experienced limited fire damage. No visible deformation or compromise of the primary steel structure was observed. The metal roofing and siding panels associated with this addition will be removed and replaced as part of the renovation project.

Exhibit A

• Several areas of the west and south walls of the main building exhibit fire- and water-related damage that has compromised the integrity of the stone veneer. One notable example is the dormer structure containing the circular opening that originally accommodated the boiler flue connection to the former brick chimney, which has since been demolished. The stone veneer in this area has been displaced and will require careful documentation, removal, repair or replacement of the supporting substrate, and reinstallation. Similar conditions are present in several other locations throughout the structure.

SUMMARY OF PROCESS

• Solicit CM Service

• Select CM

▪ CM agreement approved by City Council

▪ Execute AIA® Document A133™ – 2019 Standard Form of Agreement

Between Owner and Construction Manager as Constructor

• CM performs Preconstruction Services including advisory services, cost estimating, scheduling, and constructability reviews during the remainder of the design process o CM provides overall estimate to validate viability of the project o CM provides Guaranteed Maximum Price (GMP) for the Demolition and

Stabilization Phase

▪ City Council approves overall budget and GMP for Demolition and

Stabilization Phase

▪ Execute AIA Document A133™-2019, Exhibit A1, Guaranteed Maximum

Price Amendment

• Design Team completed Construction Documents Renovation Phase

• CM provides Guaranteed Maximum Price (GMP) for the Renovation

▪ City Council approves GMP for Renovation Phase

▪ Execute AIA Document A133™-2019, Exhibit A2, Guaranteed Maximum

Price Amendment

• CM completes renovation and site improvements

Exhibit A

Description of Construction Manager (CM) services

Provide Construction Manager (CM) services as follows:

1. The form of Agreement will be the AIA A133 AIA® Document A133™ – 2019 Standard

Form of Agreement Between Owner and Construction Manager as Constructor where the basis of payment is the Cost of the Work Plus a Fee with a Guaranteed Maximum

Price, with:

a. AIA Document A133™-2019, Exhibit A, Guaranteed Maximum Price

Amendments, when executed

b. AIA Document A133™–2019, Exhibit B, Insurance and Bonds

c. AIA Document A201™–2017, General Conditions of the Contract for

Construction

2. Pre-Construction Services shall include, but not limited to the following:

a. The CM shall provide advisory services, cost estimating, scheduling, and constructability reviews during the remainder of the design process as follows:

i. Cost estimating shall include preparation of an estimate for the overall renovation and site improvements with breakdown of

1. Demolition and Stabilization Phase – for this portion of the work a

Guaranteed Maximum Price (GMP) will be required for removal of fire damaged roof structure and removal of second floor addition from the north end of the building including necessary stabilization and shoring, and installation of new roof structure and supporting foundation and walls, supplementation of the existing temporary enclosure of windows and doors

2. Renovation Phase – for the remainder of the proposed renovation and site improvements the CM shall prepare an estimate of cost with a GMP to follow upon completion of the construction documents

ii. The schedule development shall recognize the unique status of the building after the recent fire event and shall address the City’s desire to accelerate or fast-track the schedule for the work described for the demolition and stabilization phase.

iii. The constructability review shall include input regarding renovation and restoration techniques and materials.

b. If the CM’s Budget for the overall renovation and site improvements, and the

GMP for the demolition and stabilization phase are approved by the City’s

Governing Body, the following shall occur:

i. An AIA Document A133 – 2019 Exhibit A - Guaranteed Maximum Price

Amendment will be executed for the demolition and stabilization phase

ii. The CMAR shall immediately proceed to complete that phase of work

c. Upon completion of the construction documents, the CM shall prepare a GMP for the renovation phase work

d. If the CM’s GMP for the renovation phase work is approved by the City’s

Governing Body, the following shall occur:

Exhibit A

i. An AIA Document A133 – 2019 Exhibit A - Guaranteed Maximum Price

Amendment will be executed for the renovation phase

ii. The CMAR shall immediately proceed to complete that phase of work

Demolition and Stabilization Phase

The initial phase of work will be to remove the fire damaged roof structure and replace it with a new wood framed roof structure to match the existing. The general description of work is as follows:

1. Provide necessary shoring and bracing of existing masonry walls

2. Carefully remove existing roof structure from the central and South portions of the building taking care not to damage the existing masonry walls

3. Remove the existing 2nd floor addition from the North portion of the building. This work will involve the removal of the existing wood framed roof structure, exterior concrete masonry walls, wood framed partitions and wood framed floor structure. Care must be taken to not damage the original First Floor Level masonry walls and stone veneer.

There is known asbestos containing materials (ACM) at the 2nd floor level. The proposed method of removal is to include the ACM with other demolition debris from this area and dispose of the material in an approved manner.

4. Form and install cast-in-place concrete footings at the inside perimeter of the existing building, over the existing concrete slab, for support of the new cold-formed steel stud bearing walls. The new bearing walls will be adjacent to the existing masonry walls and will conceal electrical wiring and provide space for insulation as well as supporting the new roof structure. The proposed roof structure will be pre-engineered wood trusses with wood roof sheathing, appropriate underlayment and new metal shingles to match the original shingles.

5. This phase of work will also include the supplementing of the existing temporary enclosure of windows and doors to provide a secure and generally weather-tight structure.

Renovation Phase

Once the fire damaged roof structure is replaced the general description of the renovation is as follows.

1. repair and restoration of exterior stone veneer.

2. replacement of existing windows and doors.

3. Replacement of historic fascia, soffit, frieze and brackets at eave lines.

4. Placement of a new reinforced concrete floor within the structure approximately 2 feet above the existing floor to enhance flood protection.

5. Construction of office, break room and restrooms in the north portion of the building.

Exhibit A

6. Renovation of the central and southern portion of the building for used by City of

Cheyenne Clean & Safe crew for equipment storage.

7. Renovation of the existing pre-engineered metal building addition on the east side of the original building will involve removal and replacement of existing metal roof and wall panels, new insulation and installation of new doors.

8. Interior finishes will be modest with painted gypsum board walls in the office and break room areas and painted abuse resistant finish material in the equipment storage area areas of the building.

9. Installation of new heating ventilation and air-conditioning equipment for the office break room portion of the building.

10. Installation of gas fire unit heaters and gas fired overhead radiant heating in the equipment storage areas.

11. Installation of exhaust system for equipment storage area.

12. Installation of new power, electrical power, and lighting throughout the building.

13. Installation of telecommunications and data systems for use by the occupants.

14. Installation of fire alarm system.

15. Alternate bid for installation of fire suppression system.

16. Site improvements to include grading, paving, landscaping, fence, etc.

W W W

W

W

W

SANSANSAN

S S

S S

S S

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS SSSSSS

S S

S S

S S

S S

S S

S S

OP OP OP

O P

O P

O

POP

O P

O P

O P

O P

O P

O P

O P

O P

O P

O P

O P

S S

S S

S S

W W

O P

O P

O P

O P

O P

O P

O P

O P

O P

O P

O P

O P

G G G

G G

W W

W

W

W

S A

N S

A N

S A

N

SAN

SAN

SAN

SAN SAN SAN

EXISTING

HISTORIC

BUILDING

3,785 S.F.

8 PARKING

SPACES

CROW CREEK

LI

A M

E S

A V

E N

U E

V

A R

IE

S

DEY AVENUE

(VARIES)

CITY OF CHEYENNE

WETLANDS AREA

MUB

UNION PACIFIC RAILROAD

WEST LINCOLNWAY (ROW 80 FT)

JEFF & JANE WILTS

917 W LINCOLNWAY

CHEYENNE, WY 82001

EAGLES NEST INC

1101 W 16TH ST

CHEYENNE, WY 82001

CITY OF CHEYENNE

C/O EAGLES NEST INC

1101 W 16TH ST

CHEYENNE, WY 82001

LITTLE PHILLY EAST

COAST STYLE

SANDWICH SHOP

1121 W LINCOLNWAY

CHEYENNE, WY 82001

MUB

MUB

LI

MUB

LI

G R

E E

N W

A Y

T O

R E

M A

IN

E X

IS

T

IN

G

A P

P R

O A

C H

T O

E X

IS

T

IN

G

A P

P R

O A

C H

T

O B

E W

ID

E

N E

D T

O

20'-0"

15'-0"

18'-6" 26'-0" 18'-6"

24' FIRELANE

S

ID

E S

E T

B A

C K

30'-0"

REAR SETBACK

15'-0"

S

ID

E S

E T

B A

C K

WATER

QUALITY

POND

EXISTING

PRE-ENGINEERED

METAL BUILDING

ADDITION

2,353 S.F.

T R

U E

N O

R T H

Cheyenne, Wyoming 2026.06.30

EXHIBIT B - PRESENTATION SITE PLAN

EXISTING STORM WATER INLET STRUCTURE

EXISTING GREENWAY PATH

NATIVE GRASS

NEW FENCE

NEW CONCRETE PAVING

CANTILEVERED SLIDING GATE

TRASH RECEPTACLE ENCLOSURE

MULCH BED WITH TREES AND SHRUBS

NEW BITUMINOUS PAVING

NEW

HISTORIC PUMPHOUSE REPURPOSING

81 SF

WOMENS RR

40 SF

JAN/MECH.

79 SF

MENS RR

111 SF

HALLWAY

135 SF

OFFICE

155 SF

BREAKROOM

2253 SF

GARAGE

2477 SF

SHOP

FIRE RISER LOCATION

T R

U E

N O

R T H

Cheyenne, Wyoming 2026.06.30

EXHIBIT C - PRESENTATION FLOOR PLAN

NEW OBSERVATION WINDOW

EXISTING HISTORIC BUILDING EXISTING PRE-ENGINEERED

METAL BUILDING ADDITION

NEW CONCRETE FLOOR, RAISED 24"

NEW COLD-FORMED STEEL

STUD WALLS WITH CAST IN

PLACE CONCRETE

FOOTINGS ON EXISTING

CONCRETE SLAB

EXISTING METAL STRUCTURE, TO REMAIN

HISTORIC PUMPHOUSE REPURPOSING

R

U E

N O

R T H

Cheyenne, Wyoming 2026.06.30

PRESENTATION EAST

PRESENTATION EAST - INTERIOR

NEW ENGINEERED WOOD TRUSS ROOF STRUCTURE

NEW METAL SHINGLES

NEW INSULATED OVERHEAD DOORS

EXISTING OPENINGS TO REMAIN

VIEW CUTTING THROUGH PRE-ENGINEERED METAL BUILDING

EXHIBIT D - PRESENTATION BUILDING ELEVATIONS

HISTORIC PUMPHOUSE REPURPOSING

R

U E

N O

R T H

Cheyenne, Wyoming 2026.06.30

PRESENTATION NORTHPRESENTATION SOUTH

PRESENTATION WEST

NEW DOOR, OPENING RAISED REPAIRED STONE VENEER

NEW ENGINEERED WOOD TRUSS ROOF STRUCTURE

NEW METAL SHINGLES

NEW WOOD CLAD WINDOWS

NEW FASCIA BOARD, SOFFIT, FRIEZE AND BRACKETS

REPOINTED STONE VENEER

NEW DOOR, OPENING RAISED EXISTING PRE-ENGINEERED METAL BUILDING ADDITION

WITH NEW METAL ROOFING AND SIDING PANELS

EXHIBIT D - PRESENTATION BUILDING ELEVATIONS

HISTORIC PUMPHOUSE REPURPOSING