S-24-26_ADDENDUM_ONE.pdf
PDF 2 MB Posted
- Solicitation number
- S-24-26
- Issued by
- Niobrara County, Wyoming
About this file
This is Addendum One to a solicitation issued by the City of Cheyenne, Wyoming for various roof replacement projects across multiple municipal facilities including the George Cox Parking Garage, Ice and Event Center, Records Building, Pioneer Park Center, Spiker Parking Garage, and Street and Alley Building. The addendum, dated June 10, 2026, clarifies project specifications and drawings ahead of the June 23, 2026 bid deadline at 2:00 p.m. The addendum includes revised demolition and roof plans for George Cox Parking Garage with relocated downspout locations, updated roof plans for Pioneer Park Center with a new roof ladder addition, and revised roof details for Pioneer Park with additional detail specifications. A pre-bid conference was held on May 29, 2026, with attendee sign-in sheets and agenda documentation included. Bidders were required to submit approval requests at least ten calendar days prior to bidding, though this deadline had passed at the time of the addendum issuance. All bids must be submitted through the City's procurement portal by the specified deadline.
The addendum establishes that John Mansville 60 Mil. EPDM Roofing System is not approved as a substitute, while the project specifications are based on Carlisle Roofing Products with provisions allowing bidders to propose alternative EPDM systems upon approval, with the understanding that any required modifications to details remain the contractor's responsibility at no additional cost. The contractor is responsible for repairing fire proofing on the underside of the Ice and Event Center roof if damaged during work. All bids must include bid security in the form of a bond or cashier's check. General notes specify that the contractor must verify existing conditions, achieve minimum 1/4-inch per foot roof slope for adequate drainage, maintain Class A roof assembly standards, legally dispose of demolished materials, provide a 90 miles per hour wind speed warranty, and coordinate all site access and staging with the owner. The contractor must also maintain daily logs and submit applications for payment with required documentation to avoid processing delays.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
4020 Dewar Dr., Ste A 225 W Yellowstone Ave. 325 W. 18th St., Ste 3 1174 Stoneridge Dr. Ste 213
Rock Springs, WY 82901 Cody, WY 82414 Cheyenne, WY 82002 Bozeman, MT 59718
Tel: 307.352.2954 Tel: 307.587.8646 Tel: 307.514.4275 Tel: 406.219.5992
ADDENDUM
Project: City of Cheyenne Various Roof Projects Architect’s Project No: 2522
Owner: City of Cheyenne Addendum Number: 1
2101 Oneil Avenue Cheyenne, WY 82001
Bid Date: June 23, 2026 Time: 2:00 p.m. Addendum Date: June 10, 2026
IT IS INTENDED THAT BIDS SUBMITTED ARE BASED ON THE INCLUSION OF ALL ADDENDA.
PLEASE ATTACH ALL ADDENDA TO THE SPECIFICATIONS AND ACKNOWLEDGE RECEIPT
OF SAME IN THE DESIGNATED PLACE ON THE BID FORM.
PART ONE - SUBSTITUTIONS:
The following manufacturers are accepted as substitutes. The substitute product used on this Project does not relieve the manufacturer and his installer from the intent, responsibilities, and requirements stipulated by the specifications, and the minimum standards implied by originally specified manufacturer.
Any modifications to the work necessary to properly install, build in or otherwise make substituted items or equipment functional and useable shall be at the Contractor's expense.
APPROVALS:
John Mansville 60 Mil. EPDM Roofing System – Not Approved
PART TWO - SPECIFICATIONS:
1. NONE
PART THREE - DRAWINGS:
SHEET D4.1A GEORGE COX DEMOLITION PLANS
Replace sheet D4.1A in its entirety. Revised downspout location.
SHEET A4.1A GEORGE COX ROOF PLANS
Replace sheet D4.1A in its entirety. Revised downspout location.
SHEET A4.1D PIONEER PARK ROOF PLAN
Replace sheet D4.1A in its entirety. Added new roof ladder.
SHEET A4.2D PIONEER PARK ROOF DETAILS
Replace sheet A4.2D in its entirety. Added detail 7/A4.2D.
P:\2522 - City of Cheyenne Various Roofs\Bidding\Addenda\Addendum No. 1.DOC 6/10/2026
PART FOUR – QUESTIONS/CLARIFICATIONS
Question: At the Ice and Event Center Roof, who is responsible for repairing the fire proofing on the underside of the roof structure.
Response: The Contractor is responsible for repairing fire proofing if damaged.
PART FIVE – ATACHMENTS
PRE-BID SIGN-IN SHEET
PRE-BID AGGENDA
SHEET D4.1A – GEORGE COX DEMOLITION PLANS
SHEET A4.1A – GEORGE COX ROOF PLANS
SHEET A4.1D – PIONEER PARK ROOF PLAN
SHEET A4.2D – PIONEER PARK ROOF DETAILS
END OF ADDENDUM NO.1
Project No. 2522 Date: May 29, 2026 – 9:00 a.m.
- 1 -
CITY OF CHEYENNE VARIOUS ROOFING PROJECTS
PREBID CONFERENCE – AGENDA
I. INTRODUCTIONS
II GENERAL INFORMATION
- SUPPLEMENTARY CONDITIONS
o See Supplementary Conditions for specific requirements of Wyoming State
Statutes, Liquidated Damages, Insurance and other project specific information
- EXAMINATION OF PROJECT DOCUMENTS
o The General Contractor shall review the Construction Documents in their entirety and coordinate as required between all trades.
III. BIDDING INFORMATION
- INSTRUCTION TO BIDDERS
o Refer to Instruction to Bidders contained within the Construction Documents for additional bidding information and procedures.
- PRIOR APPROVALS
o All Approval Requests must be submitted ten (10) calendar days prior to bidding. The prior approval request time period has passed.
- EXAMINATION OF PROJECT SITE
o The General Contractor shall review the site as required to become familiar with the scope of work and as required to provide a complete bid.
- BID ALTERNATES
None
- BID SECURITY
o Bid bond or cashier's check must be submitted with bid.
- BID OPENING
- Bidders shall correctly complete the pricing schedule/bid sheet via the City’s procurement portal. Bids must be uploaded by 2:00 pm June 23, 2026. Bids will be opened publicly via zoom call and will be taken under advisement with the Owner.
IV. CONSTRUCTION INFORMATION
- SHOP DRAWINGS
o All shop drawings shall be routed through the G.C. Shop Drawings submitted to the Architect must be stamped by the G.C.
Project No. 2522 Date: May 29, 2026 – 9:00 a.m.
- 2 -o Shop drawings requiring color selection shall be submitted ASAP. No individual color selections will be made.
- SITE SECURITY & ACCESS
o Will be General Contractor’s responsibility.
o General Contractor shall coordinate all access, loading, and staging required with the Owner.
- NO SMOKING
o The Campus is a Tobacco and Drug Free Zone. Any use of tobacco shall occur off grounds and across property lines.
- SITE CLEAN-UP AND PROGRESS CLEANING
o General Contractor shall keep the site neat, clean, and orderly during construction and will be require to clean up the project site at completion.
- PUBLIC RELATIONS
o Refer the media to the Owner.
- RECORD DOCUMENTS
o G.C. shall maintain and keep up to date a set of drawings. G.C. shall make sure that major subcontractors keep a set of record documents. Record Documents will be required as part of close out documentation.
- DAILY LOG
o General Contractor’s Superintendent shall keep a daily log of the project and submit two copies to the Architect each month with the Application for Payment.
- APPLICATIONS FOR PAYMENT
o Submit three (3) copies of the AIA Certificate. Submit two (2) copies of Contractors daily log. Absence of any required documents may result in delays of pay request processing.
V. SCOPE REVIEW, SITE WALK, QUESTIONS
NOTES:
Add ladder at Pioneer Park from low roof to upper roof above Gymnasium.
Fire protection at Ice and Event Center if disturbed around roof access must be re-installed.
See revised drawings for George Cox Southeast stair tower for revised layout.
GENERAL NOTES
1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.
2. LEGALLY DISPOSE OF ALL DEMOLISHED MATERIALS.
3. PROVIDE COMPONENTS AS REQUIRED TO MEET CLASS "A" ASSEMBLY.
4. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS - RAISE CURBS
PIPING AND STANDS AS REQUIRED TO MEET MANUFACTURERS MINIMUM
FLASHING REQUIREMENTS.
5. WHERE SLOPE CANNOT BE ACHIEVED WITH MINIMUM 1/4" PER FOOT,
CONTACT ARCHITECT FOR CLARIFICATIONS. THE SLOPE MUST BE
MAINTAINED FOR ADEQUATE DRAINAGE AND INSTALLED WITH RECOVERY
BOARD TO THE DRAIN TO PREVENT HAIL DAMAGE IN COMPLIANCE WITH
THE MANUFACTURERS WARRANTY.
6. THE BASIS OF DESIGN AND DETAILS SHOWN ARE BASED ON CARLISLE.
ROOFING PRODUCTS, OTHER ROOFING EPDM SYSTEMS SPECIFIED MAY
BE BID UPON APPROVAL HOWEVER IT SHALL BE THE RESPONSIBILITY OF
THE SYSTEMS MANUF. AND THE CONTRACTOR TO MODIFY DETAILS AS
REQUIRED FOR THEIR SYSTEM. THERE WILL BE NO ADDITIONAL
COMPENSATION AFTER THE BID OPENING FOR ANY REQUIRED CHANGES.
7. IF SUSPECTED ASBESTOS CONTAINING MATERIALS ARE ENCOUNTERED
DURING ANY PORTION OF WORK, NOTIFY OWNER PRIOR TO START OF
DEMOLITION. CONTRACTOR TO NOTIFY DEQ PRIOR TO START OF
DEMOLITION.
DEMOLITION NOTES
ROOF SYSTEMS
NO WORK
NO WORK
NO WORK
WORK AREA 1-A WORK AREA 2-A
KEY PLAN
REMOVE EXISTING MODIFIED BITUMEN ROOFING AND TAPERED
INSULATION DOWN TO METAL DECKING SUBSTRATE
EXISTING MECH. EQUIPMENT TO REMAIN
REMOVE EXISTING SCUPPER AND DOWNSPOUT AND REPLACE
WITH NEW
REMOVE EXISTING PARAPET COPING - PREP FOR NEW
NO WORK ON THIS ROOF
1/4" : 12" TYP. 1
1/4 " : 12
" T Y P
1/4" : 12" TYP.
1 REMOVE EXISTING MODIFIED BITUMEN ROOFING
ON 2" TAPERED INSULATION TO METAL DECKING -
REMOVE COPING AND REPLACE NAILER IF
NEEDED.
ARCHITECTS
REVISIONS
REV. DATE DESCRIPTION
plan one / architects c o d y w y o m in g
W Y E
L L O
W S T O
N E
A V
E S U
IT
E
-8 r o c k s p r in g s w y o m in g d e w a r d r s u it e a
-2 c h e y e n n e w y o m in g w e s t th s t.
s u it e
-4 b o z e m a n m o n ta n a d ic k e r s o n s u it e
-5
2522project:
date: 01/28/2026
O
N E
IL
A
V E
C
H E
Y E
N N
E
W Y
C O
X P
A R
K
IN
G G
A R
A G
E R
E R
O O
F
The professional services of the architect are undertaken for and are performed in the interest of
CITY OF CHEYENNE
No contractual obligation is assumed by the architect for the benefit of any other person involved in the contract.
01/28/2026
D4.1A
NORTHD4.1A 1/4" = 1'-0"
1 ENLARGED DEMOLITION PLAN 1-A
D4.1A 1/4" = 1'-0"
5 ENLARGED DEMOLITION PLAN 2-A
GENERAL NOTES
KEY PLAN
1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.
2. LEGALLY DISPOSE OF ALL DEMOLISHED MATERIALS.
3. PROVIDE COMPONENTS AS REQUIRED TO MEET CLASS "A" ROOF ASSEMBLY
FOR ALL ROOF AREAS.
4. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS - RAISE CURBS,
PIPING AND STANDS AS REQUIRED TO MEET MANUFACTURES MINIMUM
FLASHING REQUIREMENTS.
5. WHERE SLOPE TO SCUPPERS CANNOT BE ACHIEVED WITH MINIMUM 1/4"
PER FOOT SLOPE, CONTACT ARCHITECT FOR CLARIFICATIONS. THE SLOPE
MUST BE MAINTAINED FOR ADEQUATE DRAINAGE AND INSTALLED WITH
RECOVERY BOARD TO THE DRAIN TO PREVENT HAIL DAMAGE IN
COMPLIANCE WITH THE MANUFACTURERS WARRANTY.
6. THE BASIS OF DESIGN AND DETAILS SHOWN ARE BASED ON CARLISLE
ROOFING PRODUCTS, OTHER ROOFING EPDM SYSTEMS SPECIFIED MAY BE
BID UPON APPROVAL HOWEVER IT SHALL BE THE RESPONSIBILITY OF THE
SYSTEMS MANUFACTURER AND THE CONTRACTOR TO MODIFY DETAILS AS
REQUIRED FOR THEIR SYSTEM. THERE WILL BE NO ADDITIONAL
COMPENSATION AFTER THE BID OPENING FOR ANY REQUIRED CHANGES.
6. THE CONTRACTOR SHALL MAINTAIN ROOF FUNCTIONALITY OF ALL SCUPPERS
AND DOWNSPOUTS UPON COMPLETION AND WALK THE SITE WITH THE OWNER
UPON COMPLETION.
7. PROVIDE CRICKETS BEHIND CURBS AT HIGH SIDE OF ROOF.
8. PROVIDE A 90 M.P.H WIND SPEED WARRANTY FOR ALL ROOF SYSTEMS.
KEYED NOTES
ROOF SYSTEMS
NO WORK
NO WORK
NO WORK
WORK AREA 1-A WORK AREA 2-A
1 NEW MECHANICALLY FASTENED 60 MIL. EPDM ROOFING
SYSTEM OVER METAL DECKING - SEE ROOF SYSTEM THIS
SHEET
2 NEW SCUPPER AND DOWNSPOUTS - SEE DETAIL 2 & 4/A4.2A
3 EXISTING MECH AND PLUMBING VENTS TO REMAIN - PROVIDE
CRICKETS ON HIGH SIDE OF ROOF SLOPE
4 NEW METAL PARAPET COPING - SEE DETAIL 1/A4.1A
5 NO WORK ON PARKING SLAB
6 NEW METAL CAP AT BRICK - SEE DETAIL 3/A4.2A
1 1
1/4" : 12" TYP.
1/4" : 12" TYP.
1/4" : 12" TYP.
1/4
" : 12 " T
Y P
1/4" : 12" TYP.
NEW 60 MIL. MECHANICALLY
FASTENED EPDM MEMBRANE
(2) LAYERS OF 1-1/2"
TAPERED POLY-ISO
INSULATION ON METAL DECK
1/2" RECOVERY BOARD
ARCHITECTS
REVISIONS
REV. DATE DESCRIPTION
plan one / architects c o d y w y o m in g
W Y E
L L O
W S T O
N E
A V
E S U
IT
E
-8 c k s p r in g s w y o m in g d e w a r d r s u it e a
-2 c h e y e n n e w y o m in g w e s t th s t.
s u it e
-4 o z e m a n m o n ta n a d ic k e r s o n s u it e
-5 date: 01/28/2026
O
N E
IL
A
V E
C
H E
Y E
N N
E
W Y
C O
X P
A R
K
IN
G G
A R
A G
E R
E R
O O
F
The professional services of the architect are undertaken for and are performed in the interest of
CITY OF CHEYENNE
No contractual obligation is assumed by the architect for the benefit of any other person involved in the contract.
01/28/2026
A4.1A
NORTHA4.1A 1/4" = 1'-0"
1 ENLARGED ROOF PLAN 1-A
A4.1A 1/4" = 1'-0"
5 ENLARGED ROOF PLAN 2-A
44' - 8"
21' - 0" 5' - 0" 18' - 8"
A4.2D
A4.2D
A4.2D 5
2 2
2 2
1/2" = 1'-0
1/2" = 1'-0 " 1/
2" '-0
1/ 2" '-0
1/ 2" '-0
1/2" = 1'-0
1/2 " = 1'-0
" 1/ 2" '-0
A4.2D
1'
GENERAL NOTES
KEY PLAN
NEW 60 MIL. MECHANICALLY FASTENED EPDM MEMBRANE
OVER 1/2" COVER BOARD OVER 3" RIGID INSULATION ON
EXISTING PLYWOOD ON SLOPED TGI JOISTS
NEW DOWNSPOUT AND PRE-FINISHED METAL COPING
SLOPE CRICKET TO DOWNSPOUTS - CRICKETS TO BE TWICE
THE SLOPE OF STRUCTURE
NO WORK ON THIS ROOF
REPLACE ALL CONDUIT SUPPORTS ON THIS ROOF ONLY. SEE
DETAIL 3/A4.2D
ROOF SYSTEMS
KEYED NOTES
1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.
2. LEGALLY DISPOSE OF ALL DEMOLISHED MATERIALS.
3. PROVIDE COMPONENTS AS REQUIRED TO MEET CLASS "A" ROOF ASSEMBLY
FOR ALL ROOF AREAS.
4. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS - RAISE CURBS,
PIPING AND STANDS AS REQUIRED TO MEET MANUFACTURES MINIMUM
FLASHING REQUIREMENTS.
5. WHERE SLOPE TO SCUPPERS CANNOT BE ACHIEVED WITH MINIMUM 1/4"
PER FOOT SLOPE, CONTACT ARCHITECT FOR CLARIFICATIONS. THE SLOPE
MUST BE MAINTAINED FOR ADEQUATE DRAINAGE AND INSTALLED WITH
RECOVERY BOARD TO THE DRAIN TO PREVENT HAIL DAMAGE IN
COMPLIANCE WITH THE MANUFACTURERS WARRANTY.
6. THE BASIS OF DESIGN AND DETAILS SHOWN ARE BASED ON CARLISLE
ROOFING PRODUCTS, OTHER ROOFING EPDM SYSTEMS SPECIFIED MAY BE
BID UPON APPROVAL HOWEVER IT SHALL BE THE RESPONSIBILITY OF THE
SYSTEMS MANUFACTURER AND THE CONTRACTOR TO MODIFY DETAILS AS
REQUIRED FOR THEIR SYSTEM. THERE WILL BE NO ADDITIONAL
COMPENSATION AFTER THE BID OPENING FOR ANY REQUIRED CHANGES.
6. THE CONTRACTOR SHALL MAINTAIN ROOF FUNCTIONALITY OF ALL SCUPPERS
AND DOWNSPOUTS UPON COMPLETION AND WALK THE SITE WITH THE OWNER
UPON COMPLETION.
7. PROVIDE CRICKETS BEHIND CURBS AT HIGH SIDE OF ROOF.
8. PROVIDE A 90 M.P.H. WIND SPEED WARRANTY FOR ALL ROOF SYSTEMS.
WORK AREA
NEW 60 MIL. MECHANICALLY FASTENED EPDM
MEMBRANE W/ 1/2" COVER BOARD OVER 3" RIGID
INSUL. OVER EXISTING 3/4" PLYWOOD ON EXISTING
SLOPED TGI JOISTS
ARCHITECTS
REVISIONS
REV. DATE DESCRIPTION
plan one / architects c o d y w y o m in g
W Y E
L L O
W S T O
N E
A V
E S U
IT
E
-8 c k s p r in g s w y o m in g d e w a r d r s u it e a
-2 c h e y e n n e w y o m in g w e s t th s t.
s u it e
-4 o z e m a n m o n ta n a d ic k e r s o n s u it e
-5 date: 01/28/2026
T
A L
B O
T C
T
C H
E Y
E N
N E
W
Y
P
IO
N E E R P
A R
K C
E N
T E R
R
O O
F
The professional services of the architect are undertaken for and are performed in the interest of
CITY OF CHEYENNE
No contractual obligation is assumed by the architect for the benefit of any other person involved in the contract.
01/28/2026
A4.1D
A4.1D 3/16" = 1'-0"
1 PIONEER PARK ROOF PLAN
NORTH
NEW 60 MIL. MECHANICALLY FASTENED EPDM
MEMBRANE ON 1/2" COVER BOARD ON 3"
MECHANICALLY FASTENED RIGID INSULATION ON
EXISTING 3/4" CDX PLYWOOD ON SLOPED WOOD
JOISTS
EXISTING WALL TO REMAIN
NEW PRE-FINISHED 24 GA METAL COPING
CAULK AND SEAL UNDER BOTTOM OF
METAL CAP PER MANUFACTURER'
SPECIFICATIONS
NEW 60 MIL. MECHANICALLY FASTENED EPDM
MEMBRANE ON 1/2" COVER BOARD ON 3"
MECHANICALLY FASTENED RIGID INSULATION ON
EXISTING 3/4" CDX PLYWOOD ON SLOPED WOOD
JOISTS
EXISTING WALL TO REMAIN
NEW PRE-FINISHED 24 GA METAL COPING
CAULK AND SEAL UNDER BOTTOM OF
METAL CAP PER MANUFACTURER'
SPECIFICATIONS
NEW HMB-5-H-164-PG PIPE SUPPORT
BY ANVIL STRUT OR EQUAL AT 10'-0 O.C.
NEW 60 MIL. MECHANICALLY FASTENED EPDM ROOFING
MEMBRANE ON 1/2" GYPSUM PROTECTION BOARD
ADHERED TO 3" RIGID INSUL. MECHANICALLY FASTENED
ON EXISTING DECKING
EXIST. ROOF DECK ON EXIST. SLOPED JOIST
CONFORMING
BACKING
PLATE
PRE-FINISHING METAL
COPING FORM OF
LENGTHS AS LONG AS
PRACTICAL. SET IN
BED OF SEALANT TO
BACKING PLATE
/4
OVERLAP ALL METAL
SEAMS
NEW 60 MIL. MECHANICALLY FASTENED EPDM
MEMBRANE ON 1/2" COVER BOARD ON 3"
MECHANICALLY FASTENED RIGID INSULATION ON
EXISTING 3/4" CDX PLYWOOD ON SLOPED WOOD
JOISTS
EXISTING WALL TO REMAIN
NEW PRE-FINISHED 24 GA METAL COPING
CAULK AND SEAL UNDER BOTTOM OF
METAL CAP PER MANUFACTURER'
SPECIFICATIONS
NEW CRICKET - BEYOND
1"
1"
MATCH EXIST.
7 1/2"
NEW PRE-FINISHED 24 GA GUTTER & DOWNSPOUT -
ATTACH WITH 16 GA STRAPS
NEW 16 GA. GUTTER STRAP AT 30" O.C. MAX.
EXISTING WOOD FRAMED WALL W/ METAL
PANEL EXTERIOR FINISH - TO REMAIN
EXISTING CONC. FOUNDATION - TO REMAIN
EXISTING CONCRETE APRON TO REMAIN
NEW 24 GA. DOWNSPOUT - PAINT TO MATCH BUILDING
NEW 60 MIL. MECHANICALLY FASTENED EPDM
MEMBRANE ON 1/2" COVER BOARD ON 3"
MECHANICALLY FASTENED RIGID INSULATION ON
EXISTING 3/4" CDX PLYWOOD ON SLOPED WOOD
JOISTS
EXISTING WALL TO REMAIN
NEW PRE-FINISHED 24 GA METAL COPING
CAULK AND SEAL UNDER BOTTOM OF
METAL CAP PER MANUFACTURER'
SPECIFICATIONS
M
A X
2' - 7 15/16"
R
NEW PAINTED STEEL GRATE PLATFORM
NEW 3/4" SQUARE STEEL BARS @ 12" O.C.
NEW PAINTED 1/2" X 2-1/2" STEEL FLAT BAR
VERIFY EXISTING WALL SOFFIT W/ LOCATION OF
NEW 2" X 3" X 1/4" STEEL SUPPORTS BACK TO BUILDING
ARCHITECTS
REVISIONS
REV. DATE DESCRIPTION
plan one / architects c o d y w y o m in g
W Y E
L L O
W S T O
N E
A V
E S U
IT
E
-8 c k s p r in g s w y o m in g d e w a r d r s u it e a
-2 c h e y e n n e w y o m in g w e s t th s t.
s u it e
-4 o z e m a n m o n ta n a d ic k e r s o n s u it e
-5 date: 01/28/2026
T
A L
B O
T C
T
C H
E Y
E N
N E
W
Y
P
IO
N E E R P
A R
K C
E N
T
R
O O
F
The professional services of the architect are undertaken for and are performed in the interest of
CITY OF CHEYENNE
No contractual obligation is assumed by the architect for the benefit of any other person involved in the contract.
01/28/2026
A4.2D
A4.2D 1 1/2" = 1'-0"
1 UPPER ROOF DETAIL (PIONEER PARK)
A4.2D 1 1/2" = 1'-0"
2 UPPER ROOF SIDE DETAIL (PIONEER PARK)
A4.2D 1 1/2" = 1'-0"
3 PIPE SUPPORT DETAIL (PIONEER PARK)
A4.2D 1 1/2" = 1'-0"
4 METAL COPING DETAIL D
A4.2D 1 1/2" = 1'-0"
5 UPPER ROOF DETAIL (PIONEER PARK) AT DOWNSPOUT
A4.2D 1 1/2" = 1'-0"
6 UPPER ROOF DETAIL AT GUTTER
A4.2D 1 1/2" = 1'-0"
7 UPPER ROOF LADDER DETAIL
File details come from the government source that posted it. Updated .