HomeMy WebLinkAboutRESPONSE - RFP - 8105 FORT COLLINS UTILITIES VEHICLE STORAGE FACILITIES (3)Step II -Proposal
8106 - Fort Collins Utilities Vehicle Storage Facilities
June 24, 2015
Presented to City of Fort Collins
c/o
Chad Mapp – Project Manager
John Stephen CPPO, LEED AP, Senior Buyer
QUALITY
INTEGRITY
VALUE
Fort Collins Vehicle Storage Facility
8106
Index
1. Cover Letter
2. Statement of Understanding
3. Team Organization and Management Plan
4. Project Experience and Qualifications
5. Key Personnel
6. Design Process
7. Project Cost, Schedule, and Quality Control
8. Guaranteed Maximum Price
9. Schedule
10. Proposal Security
11. Required Schematic Drawings
12. Proprietary Information
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INTEGRITY
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Elder Construction, Inc.
Tom Elder, President
Patrick Elder, Preconstruction Manager, LEED AP
7380 Greendale Road, Windsor CO 80550
Phone 970.744.4731
Fax 970.744.2257
tom@elderconstructioninc.com
patrick@elderconstructioninc.com
Architecture West, LLC
Stephen J. Steinbicker, AIA, NCARB, LEED Accredited
Professional BD+C
160 Palmer Drive, Fort Collins CO 80525
Phone 970.207.0424
Fax 970.207.0424
Steve@architecturewestllc.com
Tab1
Cover Letter
June 24, 2015
Chad Mapp, Project Manager & John Stephen, CPPO, LEED AP, Senior Buyer
City of Fort Collins
215 N. Mason St 2nd Floor
Fort Collins, CO 80522
RE: 8106 Fort Collins Utilities Vehicle Storage Facilities Step II Proposal
Dear Mr. Mapp & Stephen;
Thank you for allowing Elder Construction the opportunity to provide you with our Step II GMP Proposal.
For over 21 years Elder Construction has been developing strong and lasting relationships with clients looking for
experienced and quality construction services. Elder Construction thrives on bringing together industry knowledge
through the use of organized construction methods in helping companies realize their future potential.
STEP II GMP $1,498,792.00
One Million Four Hundred and Ninety-Eight Thousand Seven Hundred and Ninety-Two dollars and
zero cents.
**Please reference Tab 8 for GMP breakout, detail and suggested project alternates.
Please feel free to contact me with any questions during your review.
Tom Elder
President
Page 1 of 48
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Tab2
Statement of Understanding
700 Light and Power Building Basis of Design:
General Building Information
• Building Size 162’x65’ (10,530sf)
• This GMP and design assumes vehicle parking/storage only. No additional activities such as truck washing,
maintenance are anticipated.
• This design and GMP incorporate the City’s Building and Design and Construction Standards.
Sanitary Sewer
• There is an existing 27 inch sewer line that runs diagonally across the service yard to the north of the proposed
structure. There is an existing manhole located approximately 175 feet east of the proposed structure and just
south of the eastern most vehicle storage building. A new 4 inch PVC service line will be required to serve the
sand / oil separator for the structure. The service line will need to cross an existing 24 inch North Weld water
line. All sanitary sewer design and construction shall conform to the Fort Collins Utilities standards and
specifications.
Domestic Water
• There is an existing 6 inch dead end water line approximately 175 feet north of the proposed structure. A new
service line (size to be determined) will be required to serve the proposed eye wash stations and wall hydrants.
The service line will need to cross an existing 27 inch sanitary sewer line and 24 inch North Weld water line.
There are two (2) existing fire hydrants within the service yard, one adjacent to each of the existing structures.
At this time it is not known whether Poudre Fire Authority would require a third fire hydrant to be installed in
closer proximity to the structure. The final determination will be based on the distance from an available
hydrant to the most remote corner of the proposed structure. All water service design and construction shall
conform to the Fort Collins Utilities standards and specifications.
• Water Tap Fees and Water Rights for new water line are not included within this GMP.
• It is assumed the project team will be able to install the new water line over the top of the existing 27” sewer
main.
Site Electrical
• This GMP proposal assumes the City of Fort Collins Light and Power will provide an electrical transformer
within ten feet of the new building. This GMP proposal does not include cost for trenching primary service,
providing primary service, or cost associated with a new transformer.
• We have included two runs of 200lf of 2” conduit only for tele data. Wire and termination to be provided by
local service providers.
Nat. Gas Distribution
• This GMP proposal assumes the City of Fort Collins will pay all Xcel Energy infrastructure costs associated with
providing a new gas meter to be located on the building.
Site Drainage
• The proposed structure will be placed in an area of existing asphalt within the service yard; therefore, there will
be no increase in impervious area and no requirement for stormwater detention. The site sheet flows to the
south and runoff is directed via an existing storm drainage pipe to a detention and water quality pond located
Page 2 of 48
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to the northeast of the property. The city has indicated there may possibly be a need to modify the existing
water quality structure within the pond to account for the water quality capture volume (WQCV) associated
with the proposed development as this site was not previously accounted for in the pond design. Additional
pond grading to increase volume is not anticipated.
• Additional low impact development (LID) water quality enhancement features have not been anticipated or
included within this GMP proposal. Due to the current site constraints and use of these facilities pervious
pavers, bio-retention, rain garden or grass lined swale are not practical.
Site Paving
• We have included patching and repair of existing asphalt around the building as necessary to provide the
building foundation system, new utility connections, and new exterior concrete aprons. Additional site grading
or re-pavement has not been included.
• We have not included any pavement replacement beyond current site boundary.
Landscaping and Site Improvements
• None anticipated (to be confirmed with the Minor Amendment Review)
Building Concrete
• Spread footing foundation with 2’ stem wall final calculation after soils testing, using 3500 P.S.I. concrete.
• 6”concrete interior floor with WWM 1.4x1.4 wire mesh. 4000 P.S.I. concrete
• Concrete cure, hardener, and control joints included.
• We have included 6” reinforced concrete aprons on the north and south side of the building.
• The use of 15mil vapor barrier under the building slab is not anticipated or included.
• Heating of interior slab on grade construction is not included in the designed, however priced as an add
alternate to the project.
• Heating of exterior slab on grade construction is not included in the design to have heating elements.
• Twenty Four (24) – 6” pipe 10ga. Concrete filled bollards.
• 152’ of trench drain with 12” galvanized traffic rated grating.
Masonry
• We have included a 2’ of 4” masonry unit veneer wainscot on around the perimeter of the building.
Steel
• All necessary anchor bolts included.
Woods and Plastics
• We have included rough carpentry as necessary to complete the intended design scope.
Thermal & Moisture Control
• R-38 roof insulation and R-45.3 wall insulation system (2” insulated metal panel and fiberglass batts with vapor
barrier).
Openings
• Two – 3070 prefinished steel man doors with panic hardware, threshold and weather-stripped.
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• Six (6) – 22’ x 12’ Amarr model 2700 Steel insulated and weather-stripped overhead doors with electric
operators.
• Six (6) – 22’ x 12’ Amarr model 2700 Steel insulated with row of full view lights and weather-stripped overhead
doors with electric operators.
• Six (6) – 22’x2’ Bronze aluminum with low E glass
Finishes
• None anticipated
Specialites
• None anticipated
Equipment
• None anticipated
Furnishings
• None anticipated
Special Construction (Pre-Engineered Metal Building)
• One – “Multi-Span” 65’ x 162’ x 25’ Steel Building with 1:12 Roof Slope
• Building designed using IBC 2012 with 20 lb. Live Load, 30 lb. Ground Snow Load, and 115 M.P.H. Wind Load.
• Building to have “Standing Seam” roof.
• Building to have 2” Insulated Metal Wall Panels.
• Interior walls to be have interior liner panel extending from 2’ concrete wall to 7’-4”. Exposed vinyl insulation
above.
• 162 feet of gutter and downspouts
• Full inside perimeter of 7’4” liner panel.
Fire Protection
• We have included a single wet fire sprinkler protection system to meet NFPA 13 requirements.
Plumbing
• Provide new water service and reduced pressure backflow preventer for building.
o Provide two (2) interior hose bibs.
o Provide two (2) exterior hose bibs.
o Provide boiler make-up water line with reduced pressure backflow preventer.
o Provide one (1) trench drain, assumed 150 foot length.
o Provide 1,000 gallon sand/oil interceptor.
• Provide two (2) portable eyewash stations. Due to building temperature being below ANSI standard for ‘tepid
water’, provide model with internal heater. HAWS 7501FP or equivalent.
• Provide gas piping for HVAC equipment.
HVAC
• Radiant tube heaters at roof/ceiling for heating.
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• Provide six (6) gas-fired radiant tube heaters. Solaronics MTS 100/65N40 or equivalent. Radiant tube heaters
to be two-stage with tube length of 42 ft, and 100 MBH input.
• Provide a total of three thermostats, with each thermostat controlling two (2) tube heaters.
• Note that if CNG/LNG vehicles are to be storage within the building, eight (8) tube heaters will be required.
Re-Ver-Ber-Ray DX3-40-60 or equivalent. Radiant tube heaters required to have maximum surface
temperature of 750F per NFPA 30A, 60 MBH input and 40 ft tube length.
• Provide single wall galvanized piping intakes with wall terminations, and type ‘B’ vents with roof terminations.
Electrical
• We have included a new 200amp Electrical Service
• Full cut-off wall packs to be provided on the building. Additional site lighting is not included within this GMP
• We have included one (1) 220v receptacle, and ten (10) 110v convenience receptacles
• We have included High Bay LED light fixtures
• Battery charging stations are specifically excluded within this design and GMP.
• Security system will include FOB access control on exterior doors only. Communication and Security cabling and associated
equipment will be installed by City of Fort Collins. Raceways only have been included in the GMP pricing.
Project Exclusions
• This design and GMP specifically excludes the following design criteria
o Provision to meet LEED Gold as this project type can not be certified by the LEED program
o Provisions to meet the River District design criteria
o Provision to meet the Art in Public Spaces design criteria
• This design and GMP specifically excludes additional site parking requirements.
• This design and GMP specifically excludes landscaping, irrigation, and additional site improvements not
specifically listed below.
• This GMP excludes all applicable taxes consistent with tax exempt projects.
• Low Impact Development Requirements are specifically excluded in this design and GMP.
• Interior office and restroom facilities are specifically excluded in this design and GMP.
• This design and GMP specially excludes the storage of Hazardous materials.
• This design and GMP specially excludes all building modeling and commissioning.
• This design and GMP specially excludes any redundant or backup systems beyond standard life safety systems.
Suggested Project Alternates
• Building Alternate # 1 – Provide insulated metal roof panels in place of standing seam roof system
• Building Alternate # 2 – Provide full height interior wall panel
• Building Alternate # 3 - Provide interior ceiling wall panel
• Plumbing – Alternate #1 - In lieu of base bid, provide hard-piped eye/face washes.
o Provide two (2) wall mount eye/face washes.
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o Provide one (1) tankless gas-fired water heater and associated PVC intake and vent piping.
o Water heater to be sealed combustion type.
o Provide gas piping to water heater.
o Provide two (2) tempering valves.
• HVAC – System Alternate #1 - Radiant floor heat with heat generated by gas-fired boiler with continuous R-10
rigid insulated slab.
o Provide radiant floor tubing. 5/8” at 12” on center. Approximately 10,500 feet of tubing.
o Uponor hePEX or equivalent with oxygen barrier. Provide manifolds as required.
o Provide (1) condensing boiler. Total output minimum 400 MBH. Lochinvar Knight XL KBN501 or
equivalent. Provide PVC vent, PVC intake and gas piping.
o Provide ASME expansion tank.
o Provide inline heating water pump. Approximately 40 gpm flow.
• HVAC – System Alternate #2 - Radiant floor heat with heat generated by ground-source heat loop with
continuous R-10 rigid insulated slab.
o Provide radiant floor tubing. 5/8” at 12” on center. Approximately 10,500 feet of tubing. Uponor
hePEX or equivalent with oxygen barrier. Provide manifolds as required.
o Provide (2) 15-ton water-to-water heat pumps. Water Furnace NDW180 or equivalent. Total heat
capacity approximately 400 MBH.
o Ground source loop tubing will be required. Quantity requirements to be determined by Geo
designer.
o Provide inline secondary heating loop water pump. Approximately 60 gpm flow.
o Provide (2) inline primary heating loop water pumps. Approximately 24 gpm each.
o Provide (2) ground source loop pumps. Approximately 100 gpm each.
o Provide (3) expansion tanks.
o Ground loop tubing to be filled with 30% propylene glycol.
o Geo-Thermal Exchange infrastructure to be provide by City of Fort Collins.
• HVAC – Alternate 3 - For general exhaust and summer heat removal.
o Provide one (1) wall prop exhaust fan with wall hood, motorized backdraft damper, and motor
guards. Sized for 10,000 cfm. Provide with VFD for soft start. Fan to be controlled manually by wall
switch.
o Provide two (2) intake louvers with motorized dampers. Each louver system approximately 60” x 48”.
• HVAC – Alternate #4 - This alternate would be required if CNG or LNG vehicles are to be stored within the
building per NFPA 52. The system in alternate #A above could be omitted, and this system could be used in a
manual mode if desired for general exhaust and summer heat removal.
o Provide two (2) inline exhaust fans, each sized for 11,000 cfm. Exhaust fans to include an explosion
proof motor.
o Provide roof exhaust hood for each fan, with motorized backdraft damper.
o Provide four (4) low intake louvers with motorized dampers. Each louver approximately 60” x 48”.
Page 6 of 48
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o Provide methane detection system. Upon detection, system to initiate visual alarm, audible alarm,
open intake dampers and operate exhaust fans.
• Electrical Alternate #1 – Provide Photovoltaic System
o 39.06kW system,
o 310 Watt module/36kW inverter combination
o 40.6kW array.
701 Water Building Basis of Design
General Building Information
• Building Size 160’x35’ (5,600sf)
Sanitary Sewer
• There is an existing 27 inch sewer line within W. Vine Drive to the south and an 8 inch sewer line to the north
of the proposed structure. However, at this time there are no proposed restrooms or sand/oil separators that
would warrant the need to extend sewer service to the structure.
Water
• There is an existing 12 inch water line in W. Vine Drive to the south, a 6 inch water line in Wood Street to the
east, and an 8 inch water line to the west of the proposed structure. However, at this time there are no
proposed restrooms or other water requirements that would warrant the need to extend water service to the
structure.
Site Drainage
• The proposed structure will be placed in an area of existing concrete and gravel within the service yard;
therefore, there will be minimal to no increase in impervious area and no requirement for stormwater
detention. The site sheet flows to the north and runoff is directed via an existing storm drainage pipe to a
detention and water quality pond located to the north of the property. The city has indicated there may
possibly be a need to modify the existing water quality structure within the pond to account for the water
quality capture volume (WQCV) associated with the proposed development as this site was not previously
accounted for in the pond design. Additional pond grading to increase volume is not anticipated.
• Additional low impact development (LID) water quality enhancement features have not been anticipated or
included within this GMP proposal. Due to the current site constraints and use of these facilities pervious
pavers, bio-retention, rain garden or grass lined swale are not practical.
Site Electrical
• This GMP proposal assumes the City of Fort Collins Light and Power will provide an electrical transformer
within ten feet of the new building. This GMP proposal does not include cost for trenching primary service,
providing primary service, or cost associated with a new transformer.
Landscaping and Site Improvements
• None anticipated (to be confirmed with Minor Amendment review)
Building Concrete
• Spread footing foundation with 2’ stem wall final calculation after soils testing, using 3500 P.S.I. concrete.
• 6”concrete interior floor with WWM 1.4x1.4 wire mesh. 4000 P.S.I. concrete
Page 7 of 48
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• The use of 15mil vapor barrier is not anticipated or included.
• Seven (7) – 6” pipe 10ga. Concrete filled bollards.
• We have not included any exterior concrete aprons.
• Heating of exterior slab on grade construction is not include in the design to have heating elements.
Masonry
• None anticipated
Steel
• All necessary anchor bolts included.
Woods and Plastics
• We have included rough carpentry as necessary to complete the intended design scope.
Thermal & Moisture Control
• None anticipated
Openings
• None anticipated
Finishes
• None anticipated
Specialites
• None anticipated
Equipment
• None anticipated
Furnishings
• None anticipated
Special Construction (Pre-Engineered Metal Building)
• One – “Clear-Span” 35’ x 160’ x 21’ Steel Building with 1:12 Roof Slope (Open on the east side, no wall panel
finishes).
• Building designed using IBC 2012 with 20 lb. Live Load, 30 lb. Ground Snow Load, and 115 M.P.H. Wind Load.
• Building to have “Standing Seam” roof.
• Building to have “PBR” walls.
• 160 feet of gutter and downspouts
• Interior walls to be have interior liner panel extending from 2’ concrete wall to 7’-4”.
Fire Protection
• A fire sprinkler or suppression system has not been included in this design or GMP pricing.
Plumbing
• Provisions for water service or compressed air have not been included in this design or GMP pricing.
• Provisions for a trench drainage system have not been included in this design or GMP pricing.
Page 8 of 48
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HVAC
• None anticipated
Electrical
• We have included a new 200amp Electrical Service
• Full cut-off wall packs to be provided on the building. Additional site lighting is not included within this GMP
• We have included Ten (10) 20amp receptacles for vehicle block heaters.
• We have included High Bay LED light fixtures
• Battery charging stations are specifically excluded within this design and GMP.
Project Exclusions
• This design and GMP specifically excludes the following design criteria
o Provision to meet LEED Gold as this project type can not be certified by the LEED program
o Provisions to meet the River District design criteria
o Provision to meet the Art in Public Spaces design criteria
• This design and GMP specifically excludes additional site parking requirements.
• This design and GMP specifically excludes landscaping, irrigation, and additional site improvements not
specifically listed below.
• This GMP excludes all applicable taxes consistent with tax exempt projects.
• Low Impact Development Requirements are specifically excluded in this design and GMP.
• Interior office and restroom facilities are specifically excluded in this design and GMP.
• This design and GMP specially excludes the storage of Hazardous materials.
• This design and GMP specially excludes all building modeling and commissioning.
• This design and GMP specially excludes any redundant or backup systems beyond standard life safety systems.
Suggested Project Alternates
• Electrical Alternate #1 – Provide Photovoltaic System
o 39.06kW system,
o 310 Watt module/36kW inverter combination
o 40.6kW array.
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Tab 3
Management Experience and Capability
Project Coordinator (Stacie Gallagher)
• Maintain As-built/Record
Drawings
• RFI Management
• Submittals Management
• Project Closeout
Project Manager
Tim Stern
• Project oversight and planning
• Project accounting and cost
control
• Organize and maintain team
communication and coordination
• Oversight of project documents
• Value Estimating
Site Superintendent
Audie Wilson
• Site Supervision
• Safety
• Scheduling
• Constructability Reviews
• Quality Control
Carpenter Foreman
Carpenters
Labors
Elder Construction
Patrick Elder - Preconstruction Manager
Preconstruction Services
Architecture West, LLC
Steve Steinbicker- Design Architect
Consultant Team Coordinator
Architect / Planner / Interior Designer
Architecture West, LLC
Mechanical / Plumbing Engineer
The Ballard Group, Inc.
Electrical Engineer
SRB Consulting Engineering
Structural Engineer
Weeks & Associates, Inc.
Civil Engineer
Interwest Consulting Group
Traffic / Transportation Engineer
Delich Associates
Geotechnical Engineer & Material Testing
Earth Engineering Consultants
Owner
City of Fort Collins
Facilities Staff- Water Department & Power Department
Elder Construction
Austin Dodder- Construction Manager
Project oversight and planning
Page 10 of 48
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Elder Construction will provide a staffed onsite Superintendent, and required carpenters and labors. The project will also include
a dedicated project manager and project coordinator/project engineer located off-site in our main office.
Construction Manager – Responsible for the overall project leadership and manages all areas of construction, including
weekly progress reviews with Elder staff and regular site visits.
Superintendent – Responsible for the overall onsite leader is the Superintendent. The main point of contact for all major
decisions onsite
including coordination of all subcontractors, ensuring that materials arrive onsite, inspections by state and local officials
occur at each stage in the construction process, and that the schedule and budget is maintained. The Superintendent
and the Project Manager work together as team to make sure project stays on track. In addition they are the
communicating voices during the owner, architects, and contractor’s (OAC) meetings providing overall status updates.
Project Manager – Responsible for overall leadership and direction for the project from start to finish. The project
manager’s primary responsibilities include: reviewing and issuing subcontracts, project accounting, managing the
budget, cost value engineering, pricing and reviewing change orders, and holding regular status meetings with
subcontractors and owners. Additional functions include closely working with the Superintendent in maintaining and
updating the schedule to insure the project completes on time. The project manager will also assist the Project Engineer
in the RFI and Submittal processes.
Project Coordinator/Engineer - Our project coordinator/engineer will seamlessly coordinate with the subcontractors to
ensure the correct building materials are being used and delivered according to the schedule. Our project
coordinator/engineer will also manage the administrative obligations for the team, including insurance, subcontract
execution and project closeout.
Carpenter/Laborers – Our carpenter/labors report to the Superintendent and are responsible for completing all self
performed activities. They will is also responsible for assisting in temporary protection and subcontractor coordination
needs as required.
Owner Coordination Meetings
In order to keep the owner fully informed and to keep open communication, Elder puts together regular weekly Owner,
Architect’s and Contractors (OAC) meetings. In this meeting every detail of the project is reviewed. Meeting minutes are passed
out and reviewed identifying key issues that need to be addressed on the project. An updated schedule is included and
reviewed. This keeps the owner up to date on critical activities, integration with the owner’s subcontractors and review of the
overall completion date. In addition, request for Information, Submittal, and Change Order logs are provided and reviewed. This
provides the opportunity to prioritize any outstanding submittals and RFI’s that need to be addressed quickly to stay on track.
Subcontractor Coordination Meetings
Every week, in addition to OAC meetings, Elder Construction Staff will conduct a subcontractor coordination meeting. In these
meetings the schedule is reviewed, subcontractors provided an update of current status, safety, major deliveries, and
coordination of critical upcoming work programs. Submittal, RFI, and Change Order logs are discussed and notification of any
required inspections and shut downs are reviewed. The goals of these meetings are to keep all subcontractors informed of
critical items and overall project progress.
Page 11 of 48
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Tab 4
Design Build Experience & Project Profiles
(Please reference Project Team and Team Member Experience in Section 5 Team Experience)
Recently Completed Vehicle Maintenance / PEMB / Public Projects / LEED Projects
Vehicle Maintenance
Titan Machinery (Completed as a Design/Build Team)
Schmidt Earthbuilders
Poudre Valley Electric
Mountain View Fire Protection District Fire Station No. 4
Mountain View Fire Protection District - Longmont
Mountain View Fire Protection District Fire Station No. 3
Mountain View Fire Protection District – Erie
Fire Station #14 – Colorado Springs
Falcon School District 49 – Auxiliary Bus Service Facility
Pre-Engineered Metal Buildings
Titan Machinery (Completed as a Design/Build Team)
Petersen
Sierra Longview
Genesis
SuperVac
Waterford
World Beverage
Napa Auto Parts
Elder Construction, Inc.
Hartford Homes
Risk Removal
The Classical Academy
Sand Creek High School Field House
Spillway Office Building
Towncenter Office/Warehouse Building
SA Robotics
Public Projects
Mead Community Center
Nederland Community Center
Lochbuie Town Hall & Police Services Center
Pioneer Charter School
Freedom Elementary School
Loveland Classical Schools
Carter Lake Marina
Cherokee Metropolitan Water District Building
Hanover Fire Support Service Bldg
Widefield School District 3 – Webster Elementary
City of Colorado Springs - Cold Storage Building
Falcon #49 - Sand Creek High School Field House
Falcon School District 49 – Auxiliary Bus Service Facility
Fire Station #14 – Colorado Springs
Mountain View Administrative Offices
LEED Projects
Nederland Community Center
Sister Mary Alice Murphy Center for Hope
Peloton Cycles
Pioneer Charter School
Mountain View Fire Protection District Fire Station No. 3
Mead Community Center
Lochbuie Town Hall
Sundance Professional Center
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PEMB Vehicle Maintenance (Design Build)
Architecture West and Elder teamed up to provide a single source project delivery for the Titan Machinery Project. The team
effectively managed the project from the initial site plan review process with the Town of Windsor to the complete delivery of an
interior remodel of the office area, pre-engineered metal building addition to provide for additional parts storage, complete
upgrade of HVAC system in the garage/shop to provide vehicle exhaust, and a new wash bay facility with new domestic water,
sanitary sewer, primary electric, and natural gas utilities services.
CLIENT
Titan Machinery
644 E. Beaton Drive
West Fargo ND 58078
DESIGN/BUILD TEAM
Elder Construction, Inc.
Architecture West, LLC
TB Group
Weeks Structural Engineering
Integrated Mechanical
SRB Engineering
LOCATION
7250 Greendale Road
Windsor, CO
BUILDING INFORMATION
Building Type V-B, B & S-1 Occupancy
1,482 square foot interior office remodel
2,285 square foot Pre-Engineered Metal Building Addition
6,500 square foot Garage Maintenance
6,000 square foot Vehicle Wash Bay
PROJECT DURATION
5 months
CONTRACT VALUE
$ 758,942.00
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Public Vehicle Storage- LEED* Gold (Pending)
Architecture West spearheaded this project for the Town of Mead, which included both the Mountain View Fire Protection
District Fire Station No. 3 and the Mead Community Center. The east side of the building features a combined fire station
and vehicle storage facility, while the remainder of the building is occupied by administration offices, assembly areas and other
community facilities that make up the new Community Center. The entire building is currently pending LEED* Gold Certification.
CLIENT
Town of Mead, Colorado
BUILDING INFORMATION
Building Type V-B, A-3, B & S-1 Occupancy
13,500 square foot building, LEED* Gold (Pending)
1,731 square foot vehicle storage area
PROJECT DURATION
9 months
CONTRACT VALUE
$ 2,650,000
PEMB
Architecture West played a key role in the design-build-assist process for the Genesis Fixtures Project, which included new
office space as well as research and development, warehouse and production facilities.
CLIENT
Genesis Fixtures, Inc.
Fort Collins, Colorado
BUILDING INFORMATION
Building Type II-A, B & S-1 Occupancy
161,980 square foot Pre-Engineered Metal Building
30,000 square foot office space
PROJECT DURATION
7 months
CONTRACT VALUE
$ 4,260,000
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LEED*-CS Gold Certified
Nederland Community Center - Community Recreation Center, Gymnasium, Exercise Areas, Community Meeting Rooms and
Classrooms, Administrative Offices, Theatre
CLIENT
Town of Nederland, Colorado
BUILDING INFORMATION
Building Type V-B, A-3, B & S-1 Occupancy
26,181 square foot building, LEED* Gold Certified
PROJECT DURATION
10 months
CONTRACT VALUE
$ 2,175,000
LEED*-CS Gold Certified
Sundance Professional Centre - Multi-Tenant Professional / Medical Offices
CLIENT
Loveland, Colorado
BUILDING INFORMATION
Building Type V-B, B Occupancy
19,000 square foot Pre-Engineered Metal Building
EPA Energy Star Design Rating of 97
Bronze Award for Construction Excellence
PROJECT DURATION
11 months
CONTRACT VALUE
$ 2,850,000
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Financial Capability
Identify Project Financial Arrangements
Elder Construction and Architecture West acknowledge both firms have the financial capacity to absorb project start-up costs as
well as maintain the day to day working financial aspects of the project.
Pending or Outstanding Claims or Judgements
Elder Construction, Inc. nor Architecture West, LLC are not currently involved in any pending or outstanding construction claims
or judgements.
Banking and Financial Institution References
Wells Fargo
90 S. Cascade
Colorado Springs, CO 80903
Paul Teichert
719-577-5496
Financial Statements
Financial Statements provided as hard copy in Phase I.
Letter of Bonding Capacity
Financial Statements provided as hard copy in Phase I.
Insurance Certificates
Financial Statements provided as hard copy in Phase I.
Page 16 of 48
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Tab 5
Key Personnel
EDUCATION
Ohio State University
Bachelor of Science Architecture
REGISTRATION
COLORADO, #B-1772
NCARB #63677
AFFILIATIONS
AMERICAN INSTITUTE OF ARCHITECTS
NCARB (NATIONAL COUNCIL OF ARCHITECTS
REGISTRATION BOARDS)
LEED ACCREDITED PROFESSIONAL ,BD+C
(LEADERSHIP IN ENERGY AND
ENVIRONMENTAL DESIGN)
US GREEN BUILDING COUNCIL:
COLO. NORTH CHAPTER MEMBER
ENERGY STAR PARTNER
INSTITUTE FOR THE BUILT ENVIRONMENT
ADVISORY BOARD MEMBER
FRONT RANGE COMMUNITY COLLEGE
ADVISORY BOARD MEMBER
CITY OF FORT COLLINS AND
LARIMER COUNTY IBC BUILDING CODE
REVIEW BOARD MEMBER
CONTACT INFORMATION
Architecture West, LLC
160 Palmer Drive
Fort Collins, CO 80524
www.architecturewestllc.com
Phone 970.207.0424
steve@architecturewestllc.com
STEPHEN J. STEINBICKER, AIA, NCARB, LEED AP, BD+C
PRINCIPAL ARCHITECT
A Principal of Architecture West, Steve founded the firm in 1996 with
the goal of focusing on sustainable design and integrated design with a design-build
team integration and collaborative approach. His superior delivery system balances
clients’ needs with value. A LEED Accredited Professional since 2004, Steve is passionate
about applying creative, sustainable design principles tied to practical solutions to the
firm’s design projects, producing high-performance buildings. His areas of expertise
include architectural design, sustainable/daylighting design, construction documents and
contract administration, whole integrated design approach and project development, site
analysis/selection, land planning, programming,.
Selected Relevant Experience
• Mead Fire Station &Town Hall/Community Center Addition & Remodel, Mead
CO; pursuing LEED Gold Certification; 13,500 sf
• Mountain View Fire Protection District, Fire Station #1, Longmont, CO; Remodel
& Tenant Finish; 5,400 sf
• Mountain View Fire Protection District, Fire Station #4,
Niwot, CO; Addition & Remodel; 7,460 sf
• Lochbuie Town Hall, Lochbuie, CO; Community Services & Police Hdqtrs.,
Designed to LEED Gold Standards, 13,000 sf
• Loveland Classical High School, Loveland ,CO;13,400 sf
• Professional and Medical Offices; LEED-CS Gold Certified;
EPA Energy Star design rating of 97; 19,000 sf
• Colorado Springs School District #11 Freedom Elementary School, Colorado
Springs,CO; built to LEED standards; 62,000 sf
QUALITY
INTEGRITY
VALUE
EDUCATION
Colorado State University
Bachelor of Administration
Business Management
Minor in Construction
Management
FIRM EXPERIENCE
Elder Construction, Inc.
Loveland, Colorado
2009-Present
Icon Group, Inc.
Castel Rock, Colorado
2007-2008
GE Johnson Construction
Denver, Colorado
2004-2007
Elder Construction, Inc.
Colorado Springs, Colorado
1997-2002
PROFESSIONAL ACCREDITATIONS
2006 IBC General Contractors
License #614
U.S. Green Building Council
CONTACT INFORMATION
Elder Construction, Inc.
7380 Greendale Road
Windsor, CO 80550
www.elderconstructioninc.com
Phone 970.744.4731
Fax 970.744.2257
patrick@elderconstructioninc.com
PATRICK ELDER, LEED AP
PRECONSTRUCTION MANAGER
Patrick Elder is the Preconstruction Manager for Elder Construction’s Northern Colorado office.
Patrick has over 10 years of construction experience in a wide range of construction markets
including extensive experience in Colorado. Upon graduation from Colorado State University
with a B.A. in Business Management and minor in Construction Management Patrick went to
work for GE Johnson Construction, a large general contractor in Colorado as a Project Engineer
and Estimator. While with GE Johnson Construction Patrick estimated commercial and multi-
family construction projects up to and over $100 million in construction cost.
After 4 years with GE Johnson Construction, Patrick joined the Icon Group, a construction
consulting firm, where he spent his time focused on delivering exceptional preconstruction
services to clients in Indiana, Texas, Idaho, Utah and Colorado. While with the Icon Group Patrick
estimated Healthcare, resort and multi-family projects ranging up to $191 million in value.
Patrick is responsible for providing overall leadership and direction in the preconstruction phase
of projects including conceptual/budget estimates and cost study analysis.
Project Experience (PEMB)
Napa Auto Parts, Fredrick CO
Risk Removal, Windsor CO
Elder Construction, Windsor CO
Hartford Homes, Timnath CO
NoCo Self-Storage Facility, Timnath CO
Bee Clean Auto Wash, Greeley CO
Page 18 of 48
QUALITY
INTEGRITY
VALUE
EDUCATION
Colorado State University
Bachelor of Science
Construction Management
FIRM EXPERIENCE
Elder Construction, Inc.
Windsor, Colorado
2011-Present
GE Johnson Construction
Colorado Springs, Colorado
2003-2011
Skeet Dodder Construction
Colorado Springs, Colorado
1997-2003
REFERENCES
Sangre de Cristo School District
Mr. Brady Stagner
719.378.2321
GE Johnson Construction
Mike Kosters
303.930.9000
Klipp Architecture
Mr. Jay Ireland
303.893.1990
PROFESSIONAL ACCREDITATIONS
U.S. Green Building Council
CONTACT INFORMATION
Elder Construction, Inc.
7380 Greendale Road
Windsor, CO 80550
www.elderconstructioninc.com
Phone 970.744.4731
Fax 970.744.2257
austin@elderconstructioninc.com
AUSTIN DODDER, LEED GA
OPERATION MANAGER
Austin Dodder is Elder Construction’s Operation Manager for Elder Construction’s Northern
Colorado office. After graduating from Colorado State University with a Bachelor’s of Science in
Construction Management. Austin spent the first seven years working for a large regional
general contractor. His experience has included various job assignments in many remote
locations. In 2011 Austin joined Elder Construction by joining the Northern Colorado Office to
oversee the field operations of the Northern Office.
Project Experience
Sangre de Cristo PK-12 School, Masa CO
$19 million, 80,000sf PK-12 school with a 40 acre site.
Manor Vail Penthouses, Vail CO
$100 million addition of 17 high-end penthouses including a 4 story underground parking
structure with roof top garden and 4 acre site.
Northstar Base Village Phases 1, 2 and 3, Truckee CA
$225 million, 7 building mixed use resort and spa including a 60 acre site in Truckee, CA.
Edgemont Building A, Steamboat CO
$42 million, 100,000sf, eight-story mixed use resort and spa that included 39 high end condos in
Steamboat Springs, CO.
Napa Auto
20/20 Vision Center
Rocky Mountain Family Vision
Platteville Family Dental
QUALITY
INTEGRITY
VALUE
FIRM EXPERIENCE
Elder Construction, Inc.
Loveland, Colorado
2013-Present
Boardwalk Builders, Inc.
Fort Collins, Colorado
2012-2013
Delta Construction, Inc.
Fort Collins, Colorado
2003-2010
Growling Bear Co
Greeley, Colorado
2000-2003
REFERENCES
Christian Bachelet
Maximo Development Group
970.224.9204
Mark D’Rosario PE
Principal, CE Group
970.266.8888
Walk Gantt, AIA, LEED AP
Kenney and Associates
970.663.0548
PROFESSIONAL ACCREDITATIONS
LEED Accredited Professional
CDOT Erosion Control
OSHA 10-Hour Course
Red Cross Adult CPR
Red Cross First Aid
CONTACT INFORMATION
Elder Construction, Inc.
471 N. Denver Ave
Loveland, CO 80538
www.elderconstructioninc.com
Phone 970.744.4731
Fax 970.744.2257
audie@elderconstructioninc.com
AUDIE WILSON, LEED AP
SUPERINTENDENT
Audie Wilson has over 30 years experience as a construction superintendent and has managed
a wide range of projects including manufacturing facilities, banks, restaurants, fire stations, mixed
use buildings, data centers, and office / warehouse buildings. His experience has lead him to
build structures in Colorado, Wyoming, Utah, and California.
As project superintendent Audie is the on-site leader of the project. Audie serves as the main
point of contact for all major decisions onsite, including coordination of all subcontractors,
ensuring that materials arrive onsite, inspections by state and local officials occur at each stage in
the construction process and that the schedule and budget is maintained.
Project Experience
Wendy’s Restaurant
Centennial Bank of the West
Eaton Fire Station
Advanced Manufacturing Technology
Larimer County Community Corrections
Kroll Factual Data
Mc Whinney Flex R and D #1
Mc Whinney Flex R and D #2
Campus West Mixed Use
QUALITY
INTEGRITY
VALUE
EDUCATION
Colorado State University
Bachelor of Science
Mathematics
FIRM EXPERIENCE
Elder Construction, Inc.
Windsor, Colorado
2013-Present
The Neenan Company
Fort Collins, CO
2011-2013
Delta Construction
Fort Collins, CO
2003-2010
The Neenan Company
Fort Collins, CO
1994-2002
REFERENCES
Bruce Clark
New Belgium Brewing Company
970-443-1747
CONTACT INFORMATION
Elder Construction, Inc.
7380 Greendale Road
Windsor, CO 80550
www.elderconstructioninc.com
Phone 970.744.4731
Fax 970.744.2257
tim@elderconstructioninc.com
TIM STERN, LEED AP
PROJECT MANAGER
Tim Stern will be the Project Manager on the project. As project manager, Tim is responsible for
providing overall leadership and direction to the project from start to finish. Tim’s primary
responsibilities include: reviewing and issuing subcontracts, project accounting, managing the
budget, cost value engineering, pricing and reviewing change orders, and holding regular status
meetings with subcontractors and owners. Additional functions include closely working with the
Superintendent in maintaining and updating the schedule to insure the project completes on
time. Tim will also assist the Project Engineer in the RFI and Submittal processes. Tim strives to
lead the team in a collaborative effort which optimizes the client’s value, providing key
information, and strategies early to help make informed and timely decisions to lower costs and
drive sensitive construction schedules.
Project Experience
Aspen Arbor Animal Hospital: ($3.5M) 28,000 SF total with an 8,000 SF hospital and boarding
facility with one surgery room, 24 hour emergency service, dog and cat boarding, and grooming
/ dog wash. The development also includes 20,000 square feet of multi-tenant flex/retail space
that may include complimentary pet related businesses – Broomfield, Colorado.
Edora Pool Ice Center: ($3M) 30,000 SF Design-Build second sheet of ice at EPIC. Includes a new
ice sheet, dasher board system, spectator area, new men’s and women’s locker rooms, and a
heated ice dumping pit—Fort Collins, Colorado.
Front Range Internet: ($380,000) 15,000 SF office and data center tenant finish includes a back-
up power generator and Liebert computer room air-conditioning, redundant fiber optic utility
services and network operating center—Fort Collins, Colorado.
Greeley Medical Clinic: ($3.7M) 40,000 SF tenant finish inside the Medical Center of the Rockies
MOB II. This tenant finish includes a MRI, CT scanner, two x-ray rooms, ultrasound rooms, and
hanging surgical microscopes – Loveland, Colorado.
New Belgium Brewing Company: ($3M) Two concurrent Design-Build projects consisting of a
four story malt grain storage and handling building and a 16 vessel beer fermentation facility –
QUALITY
INTEGRITY
VALUE
Tab 6
Design Process
Methodology and Sustainable Project Solutions
The Design Build services of Elder / Architecture West, LLC Team have a long-term commitment & collaboration on high
performance design, with an Integrated Design approach, on a significant number of projects. Design charettes become an
effective way for early dynamic workshops, goal setting, conceptualization, broad user input, quickly, increasing the initial ‘front-
end’ time but allowing for a more comprehensive Pre-Construction Budgeting analysis. This provides an opportunity to gather
the entire building team, owners and stakeholders to identify goals, process, issues and solutions. Environmental issues are
defined, strategies explored and innovative solutions discovered.
We have created a distinct owner value development process with a specific focus on embracing creative ideas and open
environment, specifically with vehicle maintenance, LEED* Certified, Public & PEMB projects.
Architecture West provides land planning, interior design and award-winning architectural designs that are responsive to both
the owners' needs and the environment. Architecture West is committed to high performance sustainable building. Our
projects have been significantly enhanced by responsible and responsive architectural planning and design. Our goal is to
produce a building that will meet/ exceed the required LEED*- Gold Standards, have minimal environmental impact with the
maximum amount of human comfort, and greater energy performance.
The consultant team of architects, planners, sustainability experts, and engineers specializing on Energy Modeling, Envelope
Testing, provide a practical and confirmed experience, at the highest levels of the Construction Industry. Focusing the
integrated vision of a skilled design team on whole systems solutions for a specific project results in quality, timeless and
sustainable architecture. This collaboration can combine beauty with practicality, meld amenity with economics, and honor the
needs of both present and future generations. This process results in "real time" coordination of all design criteria through the
synergy of the team
Architecture West utilizes AutoDesk Revit, the latest in BIM (Building Information Modeling) technology to design and construct
projects in 3D. The benefits of 3D modeling is the ability to observe the design in real-time, challenging ourselves, our
Consultants and the Client, providing multiple options and design solutions. This not only helps us to study and test concepts
before they are integrated but also allows us to identify potential conflicts in the earliest design phases, saving time and money.
This software also allows us to collaborate with Structural and MEP teams.
Architecture West and Group 14 Engineering have worked together for years. Elder recently teamed up on the Mead Town Hall
& Fire Station. Group14 facilitated and documented the LEED Gold Certification for this project, and provided energy analysis
and commissioning. The project demonstrated over 40% interior water savings, achieved all 19 energy optimization points, and
followed LEED v4 construction waste recycling to earn an Innovation Point while recycling over 75% of the waste. For energy
efficiency, the key was keeping the systems simple while still providing occupancy control to minimize unoccupied energy
consumption. A 14 kW photovoltaic system offsets 21% of the building energy consumption by cost.
Design Team Organization
Architecture West, LLC will be the coordinator of the Design Consultants and Construction Team. This will be a very lateral
approach with multiple joint Integrated Design meetings, giving all vested Parties, the ability to question, challenge, evaluate and
study alternate/options, as we go through the initial Schematic Design Phase. A ‘whole-systems’ thinking / building approach,
searches for selections that benefit in multiple ways, are synergistic, window daylighting / ventilation/ lighting controls, for
Page 22 of 48
QUALITY
INTEGRITY
VALUE
example. DRT, Development Review Team meetings will provide regular opportunities for ‘progress’ updates and evaluations,
with specific core groups/focuses Enhanced, planning, energy, sustainability/LEED* issues.
Design Process
• Establish Owner Goals & Programming requirements.
• Utilize Design Charette & LEED* Scorecard evaluation, to track project status and progress.
• Coordinate ‘real-time’ Pre-Construction estimating in qualifying the final Budget.
• Continual Design Development and DRT (Design Review Team) reviews with Client representatives and core
Construction/Design Team members.
• On-going Construction Document reviews from City Cx and Modeling consultants, peer, LEED*, Budgets, and
Constructability reviews.
• Monitoring and coordinating Construction phase, questions, specifications & CD documents.
• Coordinate with City’s Final Commissioning, testing and final delivery/acceptance.
Low Energy & Sustainable Design Features
Daylighting, occupancy sensors, Photo voltaic panels, high-performing insulation systems, fluid applied air/moisture barriers,
low-flow water fixtures, Energy recovery systems, high-performing Mechanical systems including Geo-thermal heating & cooling
systems, Solar Wall air and water pre-heating systems, chilled beam design, ice storage & other synergistic, mutually beneficial
opportunities/solutions.
Elements of a Successful Team - Goals, Communication & Decision Making
Team building is comprised of several elements, initiated and developed over the project life; Goal setting, Roles definition and
responsibilities, coordinated Problem solving & Relationship management.
The Team Building starts with the LEED* Design Charette, and continues with Owner/Contractor/Consultant Integrated design
collaboration meetings. These project meetings are formatted on consistent timelines and are often tied to Critical Path dates
of decision making & delivery of project documents. Key Schematic & Design Development reviews are critical to client ‘buy-in
and contractor budgeting analysis, allowing the project to move forward from concept to completion.
The General Contractor and Design team are working for the same goals of the project/client. Trust in the whole team, practical
decision making with a constant challenge of creativity and constructability. Trust that the functional and fiscal goal of the client
are FIRST, consultants evaluate options and alternates, Trust that the sustainability is a part of all decision making, long term
value, energy systems evaluations, first –cost vs. long term operational and maintenance costs.
Design-build-assist with the client in the making decisions of alternatives presented by the design team and budgeted by the
contractor.
Team building certainly continues with Municipal and Fire Authorities, understanding Codes and having a mutual relationship
with governing Authorities. Our Team has a long standing working relationship with Fort Collins Staff at the Planning, Building
Department and PFA agencies.
Page 23 of 48
QUALITY
INTEGRITY
VALUE
Tab 7
Project Cost, Schedule and Quality Control
Methodology for Controlling Costs
Elder Construction will work with the ownership group and the design team to establish the overall guiding design goals and
principles. These Design Principles will be the framework in which decisions will be made and evaluated throughout the project.
Goals will be established for all aspects of the design and preconstruction phases. Schedule milestones will be set. Budgets will
be clearly established and laid out for all to understand.
During this phase, we will also begin to test the project costs to make sure we are within the budget. Cost control and working
within the budget is of paramount concern, and is the responsibility of the entire Team. The architect and engineers will work
closely with Elder Construction to control project costs. This will ensure that, as the project design is finalized, we are
collaborating on the materials and considerations that not only meet the budget requirements but also provides the best value
solution.
Elder Construction will be an active part of the final design along side the design team. This is not only so we can monitor the
budget, but also ensure constructability. We want to make sure that any materials chosen and methods selected through the
design or scope integration, are the most efficient systems to build. Additionally, Elder Construction will review the drawings
and specifications for any scope gaps or areas for potential clarification for the subcontract team. By performing due diligence
up front, we will save time once we are under construction.
Another advantage of being involved during the design phase is to identify all of the submittals, including the long lead items,
up front. By knowing what is needed to be submitted or ordered immediately, Elder Construction can start the submittal process
and work to minimize any potential schedule impacts.
Elder Construction utilizes key costing data bases and state of the art computer software to prepare detailed estimates and
construction schedules early. This focus allows our clients and designers to make immediate
decisions before documents are complete and construction starts are
compromised. A cornerstone of our company’s success is an estimating
system that produces accurate and complete estimates in the shortest possible timeframe. We spend our careers understanding,
tracking, and validating construction cost so our clients don’t have to. We combine detailed quantity surveys and current
marketing pricing to produce estimates that hold true.
Value Engineering Approach
Value engineering is a mindset and team approach involving the owner, design team, consultants, contractor and trades. Value
engineering is approached by understanding the goal of the project and creatively providing the ownership group with ideas,
options, and cost information to make informed decisions. Value Engineering is a systematic method for analyzing a project site
to identify essential functions, design opportunities and alternate methods to meet your project’s budget and schedule
requirements. We work closely with our clients to provide value that respect your intent and meets your time and cost
requirements. Through the value engineering process, we will evaluate the design, construction materials and systems involved
to determine if there are more cost-effective options to achieve the same result. We evaluate the impact on initial cost of
construction, operations, maintenance and life cycle cost.
Step One – Understand the goals of the project (Budget, Programing, Aesthetics)
Step Two – Collaborate with the design team, consultants, and trade to identify area of cost savings
Step Three – Develop cost and time elements related to these areas of cost saving
Step Four – Present to the ownership group, track, and incorporate into the design documents.
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INTEGRITY
VALUE
Construction Schedule
Critical path activities are the driving force behind the completion date for any project schedule and maintaining them is a must
if construction is to stay on track.
Schedule Creation
Each schedule is created based upon analysis of the drawings, identification of critical construction activities, critical approvals,
and past experiences. The project schedule is completed and reviewed by the project team allowing for discussion, “outside the
box thinking,” and planning. Every part of the construction process will be studied. Critical submittals will be added to the
schedule and tied in accordingly to their installation dates; identification of critical sections of the construction will be
determined and broken out accordingly. Any activity over 10 days will be broken up into multiple activities to provide the most
detail possible. After this back and forth discussion the final schedule will take place and be issued to subcontractors for their
review and feed back. In this process both the Project Manager and the Superintendent have ownership in the schedule and
understand how the schedule was generated.
Identifying the Critical Path
Critical Activities are activities on the schedule that cannot be changed or moved otherwise they affect the completion date.
Identifying these is critical for a competent, correct and realistic schedule. One way Elder identifies these are by submittal
requirements and the fabrication time of the material. During the bid process and while the preliminary schedules are being
produced Elder is following up with subcontractors to identify material fabrication time for critical activities. Each of these
submittals are included in the schedule in their own section and provided a fabrication time based on comments from
subcontractors and suppliers. The submittal activity is then linked to the installation activity accurately representing the date the
critical activity can be installed.
Construction Safety
Safety of our clients, employees, and subcontractors is of paramount importance to us when setting up a job site. Elder will
visually define its areas of work, and restrict access to people with appropriate personal protection equipment. Each worker goes
through an onsite safety orientation with a member of Elder Construction Team prior to starting his work on the job site and is
provided with an orientation pamphlet. This pamphlet is designed to be a quick reference guide and knowledge base for anyone
on the jobsite.
Orientation pamphlet provides information regarding
• Emergency contact numbers
• Site Layout Plan showing; access points, parking, laydown areas and do not enter
locations
• Elder Construction Safety Guidelines
• Clients Safety Guidelines (City of Fort Collins)
Safety Officers
Jim Howard is Elder’s in house safety officer.
David Wilson of Employers Resources of Colorado is Elder outside consultant for safety.
The primary goals of the safety manager are:
• Oversee implementation of the Elder Construction, Inc. safety program.
• Annually review the Elder Construction, Inc. safety policy and safety rules.
• Maintain accurate records and annually report the results of workplace accident and injury trend analysis.
• Recommend actions to reduce the frequency and severity of accidents and illnesses.
• Integrate safety into the day-to-day activities of all employees.
• Coordinate the new employee orientation and safety training programs.
• Assist Elder Construction, Inc. in compliance with government standards concerning safety and health.
• Assist supervisors with accident investigation.
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INTEGRITY
VALUE
• Identify unsafe conditions and practices and determine remedies.
Subcontractors
Elder construction has been in business for over 20 years and over that time period, we have developed a successful working
relationship with a number of subcontractors. In our relationships with our subcontractors, in our creative innovations that
provide real value, in our deep commitment that goes above and beyond expectations, Elder exercises honesty and integrity in
everything we do. Hiring a subcontractor is not just a partner in the construction process, but a partnership that turns it into a
friendship that will last beyond the current project and well into the future.
Because of this history and relationships, Elder has an extensive data base of subcontractors to solicit from. Below is a guide line
of how we intend to select the list of subcontractors and vendors. Each subcontractor we select will provide a proposal package
confirming they meet the requirements we set forth.
We believed that these requirements will provide a comprehensive and complete list of the most qualified subcontractors to bid
this project. We do encourage suggestions not only from the owner but also the architect on additional subcontractors; however,
any requested subcontractor will have to meet the same requirements for review. Once bidding is complete the two low
contractors will be interviewed to verify the content of their bid package and review the schedule and their manpower
capabilities as it relates to the schedule.
Proposal Requirements
· Comparable Job Experience/ Current Work Load
· Relationship with Elder
· References
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INTEGRITY
VALUE
Tab 8
Guaranteed Maximum Price
8106 Fort Collins Utilites Vehicle Storage Facilities
Step II GMP
June 24, 2015
Total Project Notes
General Conditions $ 114,073
Deisgn Fees $ 66,070
Preconstruction $ 5,000
Construction $ 1,122,029
Site Improvements $ - Included In Construction Above
Off-Site Improvements $ - None Anticipated
Equipment $ - Included In Construction Above
Contingencies $ - See Below
Estimate Totals
$ 1,307,172
$ 3,200
$ 6,600
$ 3,900
$ 65,359
$ 27,725
$ 84,837.30
$ 191,620
$ 1,498,792
Overhead and Profit
Total Indirect Costs
Total GMP
Pay & Performance Bond
Description
Total Direct Costs
Building Plan Review Fee
Building Permit
Fire Dept Permit
Const. Contingency
Design Build Team Acknowledges receipt of the following documents from the City of Fort Collins
• RPP – 8106 Fort Collins Utilities Vehicle Storage Facilities
• Addendum No. 1
• Geotechnical Investigation provided by CTL Thomson dated May 19, 2015
• Vehicle Storage Building Utility Services Department Plans dated May 2005
Page 27 of 48
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INTEGRITY
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Suggested Project Alternate Pricing
Refer to Basis of Design Section for full description. Alternates do not include additional general conditions. General conditions
to be determined at the time of alternate selection based on impact to project schedule.
Alternates Building 700 Light and Power
Building Alternate # 1 Add $ 72,241.00
Building Alternate # 2 Add $ 20,929.00
Building Alternate # 3 Add $ 34,954.00
Plumbing – Alternate #1 Add $ 9,222.00
HVAC – System Alternate #1 Add $ 162,650.00
HVAC – System Alternate #2 Add $ 184,168.00
HVAC – Alternate 3 Add $ 10,547.00
HVAC – Alternate #4 Add $ 61,035.00
Electrical Alternate #1 Add $ 107,060.00
Alternates Building 701 Water
Electrical Alternate #1 Add $ 107,060.00
General Condition Detail
Superintendent
Project Manager
Project Assistant
General Liability Insurance
Plans
Temp. Toilet
Conex Rental - 20'
Construction Office Monthly Rental
Construction Office Setup/Remove
Drinking Water
Construction Office Internet
Construction Office Utilities
Construction Office Supplies
Final Cleaning
As-built Drawings & Record Keeping
Design Fee Detail
Civil Design
Landscape Design
Planning Documents
Architectural
Structural
Mechanical and Plumbing
Electrical
Fire Protection
Reimbursable
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INTEGRITY
VALUE
Contingency
We have included a 5% construction contingency to account for level of current schematic design and current cost
unpredictability in the market. Design/Build team is will to omit contingency to the cost saving split as outlined in the
construction contract if awarded. Final contingency to be determined at final permit document pricing exercise.
Hourly Rates
Architect $115/hr.
Construction Manager $95/hr.
Preconstruction Manager $95/hr.
Project Manager $90/hr.
Site Superintendent $80/hr.
Project Coordinator $45/hr.
Carpenter $45/hr.
Labor $30/hr.
Page 29 of 48
ID Task Name Duration Start Finish Predecessors
0 2722N - Fort Collins Vehicle Storage - RFP Schedule 165 days Wed 6/24/15 Mon 2/15/16
1 Preconstruction 87 days Wed 6/24/15 Mon 10/26/15
2 Submit Proposal 0 days Wed 6/24/15 Wed 6/24/15
3 Award 0 days Mon 7/6/15 Mon 7/6/15
4 Confirm Design with City of Fort Collins 10 days Mon 7/6/15 Fri 7/17/15 3
6 Order Pre-Engineered Metal Building 0 days Fri 7/17/15 Fri 7/17/15 4
7 Complete Construction Documents 20 days Mon 7/20/15 Fri 8/14/15 4
8 Complete Structural Engineering and Building Documents 20 days Mon 7/20/15 Fri 8/14/15 6
9 Submit for Building Permit 0 days Fri 8/14/15 Fri 8/14/15 7,8
10 Plan Review Period 40 days Mon 8/17/15 Mon 10/12/15 9
11 Final Construction Pricing 15 days Mon 8/17/15 Fri 9/4/15 9
12 Permit Issued 0 days Mon 10/12/15 Mon 10/12/15 10
13 Mobilize Jobsite 1 day Tue 10/13/15 Tue 10/13/15 24FS-30 days,12
14 Submittals 35 days Mon 7/20/15 Fri 9/4/15
15 Metal Building 10 days Mon 7/20/15 Fri 7/31/15 6
16 Utilities 15 days Mon 8/17/15 Fri 9/4/15 7
17 Concrete and Reinforcing 10 days Mon 8/17/15 Fri 8/28/15 7
18 Garage Doors 10 days Mon 8/17/15 Fri 8/28/15 7
19 Masonry 10 days Mon 8/24/15 Fri 9/4/15 7FS+5 days
20 Mechanical 10 days Mon 8/24/15 Fri 9/4/15 7FS+5 days
21 Plumbing 10 days Mon 8/24/15 Fri 9/4/15 7FS+5 days
22 Electrical 10 days Mon 8/24/15 Fri 9/4/15 7FS+5 days
5 Submit Minor Amendment 10 days Mon 8/3/15 Fri 8/14/15 4FS+10 days
23 Lead Times 60 days Mon 8/3/15 Mon 10/26/15
24 Metal Building 60 days Mon 8/3/15 Mon 10/26/15 15
26 Concrete and Reinforcing 10 days Mon 8/31/15 Mon 9/14/15 17
27 Garage Doors 30 days Mon 8/31/15 Mon 10/12/15 18
25 Utilities 20 days Tue 9/8/15 Mon 10/5/15 16
28 Masonry 10 days Tue 9/8/15 Mon 9/21/15 19
29 Mechanical 20 days Tue 9/8/15 Mon 10/5/15 20
30 Plumbing 20 days Tue 9/8/15 Mon 10/5/15 21
31 Electrical 30 days Tue 9/8/15 Mon 10/19/15 22
32 Light and Power Building 87 days Wed 10/14/15 Mon 2/15/16
33 Site Demolition 2 days Wed 10/14/15 Thu 10/15/15 13
34 Site Utilities 5 days Fri 10/16/15 Thu 10/22/15 33
35 Foundation Excavation 3 days Fri 10/23/15 Tue 10/27/15 34
36 Form, Reinforced and Place Footings 3 days Wed 10/28/15 Fri 10/30/15 35
37 Form, Reinforced and Place Foundations 5 days Mon 11/2/15 Fri 11/6/15 36
38 Damproof and Insulation 1 day Mon 11/9/15 Mon 11/9/15 37
39 Backfill Foundation 2 days Tue 11/10/15 Wed 11/11/15 38
40 Install Underground 2 days Thu 11/12/15 Fri 11/13/15 39
41 Inspect Underground 1 day Mon 11/16/15 Mon 11/16/15 40
42 Form, Reinforce and Place Slab 3 days Tue 11/17/15 Thu 11/19/15 41
2722N - Fort Co C
Preconstruction
Submit Proposal
Award
Confirm Design with City of Fort Collins
Order Pre-Engineered Metal Building
Complete Construction Documents
Complete Structural Engineering and Building Documents
Submit for Building Permit
Plan Review Period
Final Construction Pricing
Permit Issued
Mobilize Jobsite
Submittals
Metal Building
Utilities
ID Task Name Duration Start Finish Predecessors
43 Erect Metal Building 25 days Fri 11/20/15 Mon 12/28/15 42,24
44 Place Bollards 2 days Tue 12/29/15 Wed 12/30/15 43
45 Place Site Concrete 3 days Thu 12/31/15 Mon 1/4/16 44
46 Install Masonry 4 days Tue 1/5/16 Fri 1/8/16 45
47 MEP Rough-ins 4 days Mon 1/11/16 Thu 1/14/16 46
48 MEP Inspections 1 day Fri 1/15/16 Fri 1/15/16 47
49 Install Liner Panels 3 days Mon 1/18/16 Wed 1/20/16 48
50 Install Garage Doors 5 days Thu 1/21/16 Wed 1/27/16 49
51 ECI Punch list 5 days Thu 1/28/16 Wed 2/3/16 50
52 Final Clean 2 days Thu 2/4/16 Fri 2/5/16 51
53 Final Inspections 1 day Mon 2/8/16 Mon 2/8/16 52
54 OAC Punch list 5 days Tue 2/9/16 Mon 2/15/16 53
55 Water Building 72 days Wed 10/28/15 Mon 2/8/16
56 Site Demolition 2 days Wed 10/28/15 Thu 10/29/15 35
57 Site Utilities 3 days Fri 10/30/15 Tue 11/3/15 56
58 Foundation Excavation 2 days Wed 11/4/15 Thu 11/5/15 57
59 Form, Reinforced and Place Footings 3 days Mon 11/9/15 Wed 11/11/15 58,37
60 Form, Reinforced and Place Foundations 5 days Thu 11/12/15 Wed 11/18/15 59
61 Damproof and Insulation 1 day Thu 11/19/15 Thu 11/19/15 60
62 Backfill Foundation 2 days Fri 11/20/15 Mon 11/23/15 61
63 Install Underground 1 day Tue 11/24/15 Tue 11/24/15 62
64 Inspect Underground 1 day Wed 11/25/15 Wed 11/25/15 63
65 Form, Reinforce and Place Slab 3 days Fri 11/27/15 Tue 12/1/15 64
66 Erect Metal Building 15 days Tue 12/29/15 Mon 1/18/16 65,43
67 Place Bollards 2 days Tue 1/19/16 Wed 1/20/16 66
68 Place Site Concrete 3 days Thu 1/21/16 Mon 1/25/16 67
69 MEP Rough-ins 1 day Tue 1/26/16 Tue 1/26/16 68
70 MEP Inspections 1 day Wed 1/27/16 Wed 1/27/16 69
71 ECI Punch list 3 days Thu 1/28/16 Mon 2/1/16 70
72 Final Clean 1 day Tue 2/2/16 Tue 2/2/16 71
73 Final Inspections 1 day Wed 2/3/16 Wed 2/3/16 72
74 OAC Punch list 3 days Thu 2/4/16 Mon 2/8/16 73
75 Owner Turnover 0 days Mon 2/15/16 Mon 2/15/16 54,74
Erect Metal Building
Place Bollards
Place Site Concrete
Install Masonry
MEP Rough-ins
MEP Inspections
Install Liner Panels
Install Garage Doors
ECI Punch list
Final Clean
Final Inspections
OAC Punch list
Water Building
Site Demolition
Site Utilities
Foundation Excavation
Form, Reinforced and Place Footings
Form, Reinforced and Place Foundations
Damproof and Insulation
Backfill Foundation
Install Underground
Inspect Underground
Form, Reinforce and Place Slab
Erect Metal Building
Place Bollards
Place Site Concrete
Page 32 of 48
Page 33 of 48
LOCHBUIE TOWN HALL
PL1.3
01/30/13
LOCHBUIE, COLORADO
703 WELD COUNTY ROAD 37
LOCHBUIE TOWN HALL
703 WELD COUNTY ROAD 37
160 PALMER DRIVE, FORT COLLINS, COLORADO (970) 207-0424 LOCHBUIE, COLORADO
SITE PLAN
NORTH
SITE PLAN
MAY 5, 2015
SS0' 10' 15' 20' 30' 40' 60'
Page 34 of 48
LOCHBUIE TOWN HALL
PL1.3
01/30/13
LOCHBUIE, COLORADO
703 WELD COUNTY ROAD 37
LOCHBUIE TOWN HALL
703 WELD COUNTY ROAD 37
160 PALMER DRIVE, FORT COLLINS, COLORADO (970) 207-0424 LOCHBUIE, COLORADO
SITE PLAN
NORTH
SITE PLAN
MAY 5, 2015
SS0' 10' 15' 20' 30' 40' 60'
24" North Weld Water
SS
SS
SS
W
W
W
700 WOOD ST.
L&P
WA
Page 35 of 48
LOCHBUIE TOWN HALL
PL1.3
01/30/13
LOCHBUIE, COLORADO
703 WELD COUNTY ROAD 37
LOCHBUIE TOWN HALL
703 WELD COUNTY ROAD 37
160 PALMER DRIVE, FORT COLLINS, COLORADO (970) 207-0424 LOCHBUIE, COLORADO
SITE PLAN
NORTH
SITE PLAN
MAY 5, 2015
SS0' 10' 15' 20' 30' 40' 60'
Page 36 of 48
162' - 0"
65' - 0"
2 A2.2
A2.2
4
A2.2 3
A2.2
1
1 2 3 4 5 6 7
D
C
B
A
TRENCH DRAIN TRENCH DRAIN TRENCH DRAIN
F1
SLOPE
DN
P1
W8
29' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 29' - 0"
21' - 8" 21' - 8" 21' - 8"
3.02 3.02
3.02 3.02
C8
6.01 6.01 6.01 6.01 6.01 6.01
6.02 6.02 6.02 6.02 6.02 6.02
6.03
6.03
GARAGE
101
NEW 6"
CONCRETE
SLAB
EXISTING
CONCRETE
PAVEMENT
EXISTING
CONCRETE
PAVEMENT
F1
F1
P2 P2
SYSTEM NOTES- INTERIOR WALLS
DESIGNATION DESCRIPTION
W8 PRE-FINISHED INSULATED R-45.5 METAL WALL PANEL OVER
METAL GIRTS & PEMB. STRUCTURE.
W12 4" CONCRETE MASONRY UNIT VENEER OVER
2” (R-10) RIGID INSULATION AND REINFORCED
CONCRETE WALL, (REF: STRUCTURAL)
SYSTEM NOTES- FLOORS
DESIGNATION DESCRIPTION
6" REINFORCED CONCRETE SLAB ON COMPACTED 4” FILL, (REF:
STR'L)
F1
P1 EXISTING CONCRETE PAVEMENT
P2 4” CONCRETE WALKS ON COMPACTED GRADE
SYSTEM NOTES- ROOFS
DESIGNATION DESCRIPTION
R1 PRE-FINISHED STANDING SEAM INSULATED R-38 METAL ROOF
OVER PEMB. STRUCTURE
FLOOR PLAN
100' - 0"
T.O. ROOF
119' - 5"
B.O. ROOF
114' - 0"
1 2 3 4 5 6 7
2"
R1
5.01
W8
W2
6.02 6.02 6.02
3.01
3.02 3.02 3.02 3.02
5.01
29' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 29' - 0"
3.03
FLOOR PLAN
100' - 0"
T.O. ROOF
119' - 5"
B.O. ROOF
114' - 0"
A B C D
12 1
8" 8"
6.03
3.01
3.02 3.02
R1
5.01
2"
W8
21' - 8" 21' - 8" 21' - 8"
3.03
FLOOR PLAN
100' - 0"
T.O. ROOF
119' - 5"
B.O. ROOF
114' - 0"
D C B A
112
21' - 8" 21' - 8" 21' - 8"
8" 8"
W8 5.01
3.01
3.02 3.02
6.03
R1
2"
3.03
FLOOR PLAN
100' - 0"
T.O. ROOF
119' - 5"
B.O. ROOF
114' - 0"
7 6 5 4 3 2 1
1 A2.2
A2.2
A2.2
A2.2
2
3
4
160' - 0"
28' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 28' - 0"
35' - 0"
1 2 3
A
B
C
D
E
F
G
3.02
3.02
3.02
P1 P2 P3
P1
P1
P1 P3
P2
GARAGE
101
5 A2.2
NEW 6"
CONCRETE
SLAB
EXISTING
CONCRETE
PAVEMENT
EXISTING
GRAVEL ON
GRADE
SYSTEM NOTES- ROOFS
DESIGNATION DESCRIPTION
R1 PRE-FINISHED STANDING SEAM R-38 METAL ROOF OVER PEMB.
STRUCTURE
SYSTEM NOTES- CEILINGS
DESIGNATION DESCRIPTION
C1 EXPOSED PRE-FINISHED METAL ROOF PANEL
C2 EXPOSED STRUCTURE
SYSTEM NOTES- INTERIOR WALLS
DESIGNATION DESCRIPTION
W8 PRE-FINISHED INSULATED METAL WALL PANEL, R-45.5 OVER
METAL GIRTS & PEMB. STRUCTURE. PROVIDE THERMAL
BRIDGING SEPARATION AIR/WATER ENVELOPE BARRIER
SYSTEM NOTES- FLOORS
DESIGNATION DESCRIPTION
P1 EXISTING GRAVEL ON GRADE
P2 6” REINFORCED CONCRETE PAVEMENT ON COMPACTED GRADE
P3 EXISTING CONCRETE PAVEMENT TO REMAIN, PATCH & REPAIR
AS NEEDED
1 A2.2
A2.2
A2.2
ROOF BEARING
114' - 0"
FLOOR PLAN
100' - 0"
T.O. ROOF
118' - 6"
G F E D C B A
3.01 3.01
3.02
3.02
5.01
5.02
5.02
5.03
W8 W8
R1
ROOF BEARING
114' - 0"
FLOOR PLAN
100' - 0"
T.O. ROOF
118' - 6"
3 2 1
3.01 3.01
3.02
5.01 W8
R1
1 12
ROOF BEARING
114' - 0"
FLOOR PLAN
100' - 0"
T.O. ROOF
118' - 6"
A B C D E F G
3.01 3.01
6.04
W8
R1
ROOF BEARING
114' - 0"
FLOOR PLAN
100' - 0"
T.O. ROOF
118' - 6"
1 2 3
3.01 3.01
3.02
5.01
W8
R1
12 1
SYSTEM NOTES- ROOFS
DESIGNATION DESCRIPTION
R1 PRE-FINISHED STANDING SEAM R-38 METAL ROOF OVER PEMB.
STRUCTURE
SYSTEM NOTES- CEILINGS
DESIGNATION DESCRIPTION
C1 EXPOSED PRE-FINISHED METAL ROOF PANEL
C2 EXPOSED STRUCTURE
Fort Collins Vehicle Services
ALTERNATE DESIGN OPTIONS
Water Services
701 Wood Street
Light & Power Services
700 Wood Street
RFP: #8106 6.24.15
Page 41 of 48
THE SITE
Light & Power Services
700 Wood Street
Water Services
701 Wood Street
Elm Street
RFP: #8106 6.24.15
Page 42 of 48
THE VISION
RFP: #8106 6.24.15
Page 43 of 48
CONCRETE WITH RECYCLED HIGH
FLY-ASH CONTENT
RECLAIMED BRICK PAVER BLOCKS FOR
STORMWATER MANAGEMENT
ROOF DOWNSPOUTS TO PROVIDE WATER TO
XERISCAPE LANDSCAPE
LIVING WALL PANELS OF IVY TO CREATE
ORGANIC ARCHITECTURE
ON-SITE ELECTRICITY PRODUCTION
THROUGH PHOTOVOLTAICS
PORTION OF ON-SITE P.V. ELECTRICITY TO
CONTRIBUTE TO CAR CHARGING STATIONS
SUN SCREEN TO CONTROL DAYLIGHTING AND
MAINTAIN BUILDING COOLING
RFP: #8106
THERMAL CHIMNEY TO PROVIDE
PASSIVE HEAT EXHAUST
6.24.15
Light & Power Services, 700 Wood Street
Page 44 of 48
ON-SITE ELECTRICITY PRODUCTION
THROUGH PHOTOVOLTAICS
RFP: #8106 6.24.15
Water Services, 701 Wood Street
WEST DAYLIGHTING TRANSOMS
PASSIVE IRRIGATION DRAINS TO THE WEST –
PROVIDES LANDSCAPE SCREENING TO ADJACENT
RESIDENTIAL USES
EXISTING GRAVEL – L.I.D. STORMWATER
MITIGATION
Page 45 of 48
POSSIBLE GREEN FEATURES
RFP: #8106 6.24.15
Page 46 of 48
RFP: #8106 6.24.15
Light & Power Services
700 Wood Street
Page 47 of 48
RFP: #8106 6.24.15
Water Services
701 Wood Street
Page 48 of 48
SYSTEM NOTES- INTERIOR WALLS
DESIGNATION DESCRIPTION
W8 PRE-FINISHED INSULATED METAL WALL PANEL, R-45.5 OVER
METAL GIRTS & PEMB. STRUCTURE. PROVIDE THERMAL
BRIDGING SEPARATION AIR/WATER ENVELOPE BARRIER
SYSTEM NOTES- FLOORS
DESIGNATION DESCRIPTION
P1 EXISTING GRAVEL ON GRADE
P2 6” REINFORCED CONCRETE PAVEMENT ON COMPACTED GRADE
P3 EXISTING CONCRETE PAVEMENT TO REMAIN, PATCH & REPAIR
AS NEEDED
PRE-FINISHED METAL WALL PANEL (3 SIDES) (BEYOND)
PRE-FINISHED STANDING SEAM METAL ROOF
NEW 6" REINFORCED CONCRETE SLAB-ON-GRADE
REINFORCED CONCRETE FOOTING & FOUNDATIONS
STEEL/CONCRETE BOLLARDS
ROOF BEARING
114' - 0"
FLOOR PLAN
100' - 0"
T.O. ROOF
118' - 6"
3.01 3.01
3.02
5.02
5.03
5.01
6.04
GARAGE
101
G F E D C B A
R1
3.01 3.01
5.02
5.02
5.03
5.03
GARAGE
101
GARAGE
101
14' - 0"
18' - 6"
EXISTING
CONC.
NEW 6" CONC. SLAB-ON-GRADE PVMT.
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
701 WOOD STREET
FORT COLLINS, COLORADO
A2.2
ELEVATIONS
6.24.15
SJS
SKF
Project Number
CITY OF FORT COLLINS
WOOD STREET VEHICLE STORAGE - WATER SERVICES
A2.2 1/16" = 1'-0"
1 EAST ELEVATION
A2.2 1/16" = 1'-0"
2 NORTH ELEVATION
A2.2 1/16" = 1'-0"
3 WEST ELEVATION
A2.2 1/16" = 1'-0"
4 SOUTH ELEVATION
KEY NOTES
NO. DESCRIPTION
3.01 REINFORCED CONCRETE FOOTINGS & FOUNDATIONS, (REF:
STRUCTURAL)
3.02 CONCRETE BOLLARDS (REF: STRUCTRUAL)
5.01 PRE-FINISHED METAL TRIM, EAVE/FASCIA FLASHING, GUTTERS &
DOWNSPOUTS
5.02 PEMB. MAIN FRAME
5.03 PEMB METAL PURLIN OR GIRTS
6.04 CONTINUOUS POLYCARBONATE TRANSOM PANELS
26.01 LIGHTING - (REF: ELECTRICAL)
A2.2 1/8" = 1'-0"
5 PARTIAL EAST ELEVATION DETAILS
A2.2 1/16" = 1'-0"
6 WEST-EAST SECTION
A2.2 1/16" = 1'-0"
7 SOUTH-NORTH SECTION
A2.2 1/8" = 1'-0"
8 WEST-EAST SECTION DETAILS
Page 40 of 48
A2.2
2
3
4
1 2 3
A
B
C
D
E
F
G
5.02
5.02
5.02
5.03
5.03
5.03
5.03
C2 C1
5 A2.2
EXPOSED
METAL
ROOF
(SOFFIT)
1 A2.2
A2.2
A2.2
A2.2
2
3
4
1 2 3
A
B
C
D
E
F
G
5.01
1/12
5 A2.2
P.F. METAL
FLASHING,
GUTTER, AND
DOWNSPOUT
POSSIBLE PV
SYSTEM
LAYOUT
24" NORTH WELD WATER
EXISTING
MAINT.
BLD'G.
EXISTING
CONC.
PVMT.
PROPOSED
WATER BUILDING
160'
35'
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
701 WOOD STREET
FORT COLLINS, COLORADO
A2.1
FLOOR PLAN
6.24.15
SJS
SKF
Project Number
CITY OF FORT COLLINS
WOOD STREET VEHICLE STORAGE - WATER SERVICES
NORTH
A2.1 1/16" = 1'-0"
2 FLOOR PLAN
KEY NOTES
NO. DESCRIPTION
3.01 REINFORCED CONCRETE FOOTINGS & FOUNDATIONS, (REF:
STRUCTURAL)
3.02 CONCRETE BOLLARDS (REF: STRUCTRUAL)
5.01 PRE-FINISHED METAL TRIM, EAVE/FASCIA FLASHING, GUTTERS &
DOWNSPOUTS
5.02 PEMB. MAIN FRAME
5.03 PEMB METAL PURLIN OR GIRTS
6.04 CONTINUOUS POLYCARBONATE TRANSOM PANELS
26.01 LIGHTING - (REF: ELECTRICAL)
A2.1 1/16" = 1'-0"
1 RCP
A2.1 1/16" = 1'-0"
3 ROOF PLAN
A2.1 1" = 30'-0"
4 SITE
Page 39 of 48
W8
R1
3.02 3.02 3.01 3.02 3.02
6.01 6.01 6.01
W8
3.03
6.04 6.04 6.04
SYSTEM NOTES- ROOFS
DESIGNATION DESCRIPTION
R1 PRE-FINISHED STANDING SEAM INSULATED R-38 METAL ROOF
OVER PEMB. STRUCTURE
SYSTEM NOTES- CEILINGS
DESIGNATION DESCRIPTION
C1 EXPOSED PRE-FINISHED METAL ROOF PANEL, Min. (R-30)" OVER
PEMB. STRUCTURE
C2 EXPOSED STRUCTURE
SYSTEM NOTES- INTERIOR WALLS
DESIGNATION DESCRIPTION
W8 PRE-FINISHED INSULATED R-45.5 METAL WALL PANEL OVER
METAL GIRTS & PEMB. STRUCTURE.
W12 4" CONCRETE MASONRY UNIT VENEER OVER
2” (R-10) RIGID INSULATION AND REINFORCED
CONCRETE WALL, (REF: STRUCTURAL)
SYSTEM NOTES- FLOORS
DESIGNATION DESCRIPTION
6" REINFORCED CONCRETE SLAB ON COMPACTED 4” FILL, (REF:
STR'L)
F1
P1 EXISTING CONCRETE PAVEMENT
P2 4” CONCRETE WALKS ON COMPACTED GRADE
PRE-FINISHED STANDING SEAM
INSULATED METAL ROOF
PRE-FINISHED INSULATED METAL WALL PANEL
INSULATED GLASS GARAGE DOOR
CONCRETE MASONRY UNIT VENEER
NEW 6" REINFORCED CONCRETE SLAB-ON-GRADE
REINFORCED CONCRETE FOOTING & FOUNDATIONS
STEEL/CONCRETE BOLLARDS
PRE-FINISHED METAL FASCIA,
GUTTER, & DOWNSPOUT
FLOOR PLAN
100' - 0"
T.O. ROOF
119' - 5"
B.O. ROOF
114' - 0"
A B C D
F1
R1
6.04
W8
6.01
6.02
5.02
5.03
3.01
3.02
3.03
5.02 5.02
7.01
19' - 5"
14' - 0"
GARAGE
101
LOW 'E' TRANSOM WINDOWS
F1 F1 F1
FLOOR PLAN
100' - 0"
1 2 3 4 5 6 7
6.01 6.01 6.01
R1
W8
3.01
3.03
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
700 WOOD STREET
FORT COLLINS, COLORADO
A2.2
ELEVATIONS
6.24.15
SJS
JDT
Project Number
CITY OF FORT COLLINS
WOOD STREET VEHICLE STORAGE - LIGHT & POWER
A2.2 1/16" = 1'-0"
1 SOUTH ELEVATION
A2.2 1/16" = 1'-0"
2 EAST ELEVATION
A2.2 1/16" = 1'-0"
3 WEST ELEVATION
A2.2 1/16" = 1'-0"
4 NORTH ELEVATION
KEY NOTES
NO. DESCRIPTION
3.01 CONCRETE FOUNDATION, (REF: STRUCTRUAL)
3.02 PRECAST CONCRETE BOLLARDS (REF: STRUCTRUAL)
3.03 2' X 4" CONCRETE VENEER OVER 2' X 8" CAST-IN-PLACE CONCRETE
WALL
5.01 PRE-FINISHED METAL FLASHING, GUTTERS & DOWNSPOUTS
5.02 MAIN FRAME RAFTER
5.03 P.F. METAL PURLIN
6.01 12' X 22' 6-PANEL P.F. METAL GARAGE DOOR W/ VISION PANELS
6.02 12' X 22' 6-PANEL INSULATED GLASS GARAGE DOOR
6.03 3' X 7' INSULATED P.F. METAL DOOR W/ VISION PANELS
6.04 (x4) 5'-6" X 2'-0" LOW 'E' TRANSOM WINDOW
7.01 CONTINUOUS RIDGE CAP
22.01 FLOOR DRAIN -( REF: PLUMBING DRWG)
23.01 ROOF PENETRATION - (REF: MECHANICAL)
26.01 LIGHTING - (REF: ELECTRICAL)
A2.2 1/8" = 1'-0"
5 PARTIAL SOUTH ELEVATION DETAILS
A2.2 1/16" = 1'-0"
6 SOUTH-NORTH BUILDING SECTION
A2.2 1/8" = 1'-0"
7 SOUTH-NORTH BUILDING SECTION DETAILS
A2.2 1/16" = 1'-0"
8 WEST-EAST BUILDING SECTION
Page 38 of 48
SYSTEM NOTES- CEILINGS
DESIGNATION DESCRIPTION
C1 EXPOSED PRE-FINISHED METAL ROOF PANEL, Min. (R-30)" OVER
PEMB. STRUCTURE
C2 EXPOSED STRUCTURE
1. NOTIFY ARCHITECT IMMEDIATELY WITH ANY DISCREPENCIES REGARDING
THE CONTRACT DOCUMENTS.
2. VERIFY ALL EXISTING AND FIELD CONDITIONS, PRIOR TO ANY WORK
INITIATION.
3. ALL WALLS TO BE W8 UNLESS OTHERWISE NOTED.
4. ALL DIMENSIONS ARE TO GRID LINES, FACE OF FRAMING UNLESS NOTED
OTHERWISE.
GENERAL NOTES
24" NORTH WELD WATER
PROPOSED
L&P
BUILDING
162'
65'
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
700 WOOD STREET
FORT COLLINS, COLORADO
A2.1
FLOOR PLAN
6.24.15
SJS
JDT
Project Number
CITY OF FORT COLLINS
WOOD STREET VEHICLE STORAGE - LIGHT & POWER
NORTH
A2.1 1/16" = 1'-0"
1 FLOOR PLAN
KEY NOTES
NO. DESCRIPTION
3.01 CONCRETE FOUNDATION, (REF: STRUCTRUAL)
3.02 PRECAST CONCRETE BOLLARDS (REF: STRUCTRUAL)
3.03 2' X 4" CONCRETE VENEER OVER 2' X 8" CAST-IN-PLACE CONCRETE
WALL
5.01 PRE-FINISHED METAL FLASHING, GUTTERS & DOWNSPOUTS
5.02 MAIN FRAME RAFTER
5.03 P.F. METAL PURLIN
6.01 12' X 22' 6-PANEL P.F. METAL GARAGE DOOR W/ VISION PANELS
6.02 12' X 22' 6-PANEL INSULATED GLASS GARAGE DOOR
6.03 3' X 7' INSULATED P.F. METAL DOOR W/ VISION PANELS
6.04 (x4) 5'-6" X 2'-0" LOW 'E' TRANSOM WINDOW
7.01 CONTINUOUS RIDGE CAP
22.01 FLOOR DRAIN -( REF: PLUMBING DRWG)
23.01 ROOF PENETRATION - (REF: MECHANICAL)
26.01 LIGHTING - (REF: ELECTRICAL)
A2.1 1" = 30'-0"
2 SITE
NORTH
Page 37 of 48
MEP Rough-ins
MEP Inspections
ECI Punch list
Final Clean
Final Inspections
OAC Punch list
Owner Turnov
Jun Jul Aug Sep Oct Nov Dec Jan Feb
Qtr 3, 2015 Qtr 4, 2015 Qtr 1, 2016
Task
Milestone
Summary
Project Summary
Critical
Completed
In Progress
Project: 2722N - Fort Collins Vehicle Storage - RFP Schedule Date: Wed 6/24/15
Page 2
Page 31 of 48
Concrete and Reinforcing
Garage Doors
Masonry
Mechanical
Plumbing
Electrical
Submit Minor Amendment
Lead Times
Metal Building
Concrete and Reinforcing
Garage Doors
Utilities
Masonry
Mechanical
Plumbing
Electrical
Light and Powe
Site Demolition
Site Utilities
Foundation Excavation
Form, Reinforced and Place Footings
Form, Reinforced and Place Foundations
Damproof and Insulation
Backfill Foundation
Install Underground
Inspect Underground
Form, Reinforce and Place Slab
Jun Jul Aug Sep Oct Nov Dec Jan Feb
Qtr 3, 2015 Qtr 4, 2015 Qtr 1, 2016
Task
Milestone
Summary
Project Summary
Critical
Completed
In Progress
Project: 2722N - Fort Collins Vehicle Storage - RFP Schedule Date: Wed 6/24/15
Page 1
Page 30 of 48
Fort Collins, Colorado
Page 21 of 48
Cathedral Home for Children
Wahoos’ Fish Tacos
RV America
Dr. Dhupar Office and Rehab Center
Page 20 of 48
Endodontic of the Rockies
Advanced Dental
Jonathan Nelson, DDS
Dr. Walton DDS
Page 19 of 48
• Pioneer Charter School, Expeditionary Learning/Outward Bound High School,
Fort Collins, CO; designed to Silver LEED specifications; 26,333 sf
• Nederland Community Center, Nederland, CO; community center, theater,
offices; LEED Gold certified; 40,000 sf
• Sister Mary Alice Murphy Center for Hope, Fort Collins, CO; United Way resource
center and offices; LEED-NC Silver Certified; 10,000 sf
• Peloton Cycles, Fort Collins, CO; Retail & Office Building;
LEED-NC Gold Certification pending; 14,000 sf
• Carter Lake Marina, Loveland, CO; 4,500 sf
Page 17 of 48