HomeMy WebLinkAboutRESPONSE - RFP - 8105 FORT COLLINS UTILITIES VEHICLE STORAGE FACILITIESIGMP Proposal
Fort Collins Utilities Vehicle Storage Facilities
Light and Power Building
September 15, 2015
Presented to City of Fort Collins
c/o
Chad Mapp – Project Manager
QUALITY
INTEGRITY
VALUE
Fort Collins Vehicle Storage Facility
Light and Power Building
Index
1. IGMP Summary
2. RFC Log
3. Drawings
4. Schedule
QUALITY
INTEGRITY
VALUE
Owner: The City of Fort Collins
Designer: Architecture West LLC
Project Location: 700 Wood Street Fort Collins, CO
IGMP is based on the following plans:
Revised Minor Amendment Submittal drawings dated 8-24-15.
Landscape is based on the red line drawing of the Elm street landscape dated 8-21-15.
ROW site concrete replacement is based on the red line drawing of the overall development plan dated 8-13-
15.
Proposal Includes:
General Liability Insurance
Contractor General Conditions
Warranty on Workmanship
Shop Drawings and Product Submittals as Required
Standard Work Hours
Items Not Included:
This design and IGMP 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 IGMP specifically excludes additional site parking requirements.
This IGMP excludes all applicable taxes consistent with tax exempt projects.
Interior office and restroom facilities are specifically excluded in this design and IGMP.
This design and IGMP specially excludes the storage of Hazardous materials.
Construction permits costs and associated fees
Builder's risk insurance
Legal, financing and accounting fees
Watchman or guard service
Owners Contingency (Recommend that one is established for owner use – Elder is carrying a construction
contingency for Elder use as needed during construction)
Weather conditions / cost for adverse weather construction
Material testing
Hazardous material removal
Development fees, storm water permit, utility connection fees, and other utility company charges
Remedial work to surrounding properties
QUALITY
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Costs for changes necessitated by local municipality code review or other jurisdictions having authority
In the event of conflicts, these qualifications and the stipulated sum estimate shall take precedence over the
Contract Documents.
Furniture, Fixtures and Equipment (FF&E), other than listed in this proposal is anticipated to be furnished and
installed by the owner.
Items provided by Owner:
Development and permit fees
Surveying
Geotechnical
Material testing
Energy Modeling / commissioning
Tap fees (sewer, water, gas)
Temporary utility charges
IT / communication
Relocation of fiber optic line
Weather protection
QUALITY
INTEGRITY
VALUE
General Building Information
Building Size 162’x70’ (11,340sf)
This IGMP assumes vehicle parking/storage only. No additional activities such as truck washing, maintenance
are anticipated.
This design and IGMP incorporate the City’s Building and Design and Construction Standards.
Utilities
We have not included city of Fort Collins engineering fees for water, sewer, or storm. All utilities are assumed
to be outside of city ROW.
We have not included stormwater escrows or city of Fort Collins fees associated with LID improvements.
APEN permit is excluded.
State Stormwater permit is excluded.
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 north of the proposed structure that we plan to use. 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 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. 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 IGMP.
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.
We will coordinate relocation of fiber optic line with L&P staff. Cost for relocating fiber line is excluded.
Site pole lighting is excluded.
Nat. Gas Distribution
This IGMP 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
QUALITY
INTEGRITY
VALUE
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
to the northeast of the property.
Additional low impact development (LID) water quality enhancement features have not been anticipated or
included within this IGMP 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.
Due to the location and orientation change of the building we will need to address drainage at the West side
of the building. This area is still under design and will be finalized during civil engineering design of the site.
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.
We have included a 6’ exterior concrete apron at the West side and a 20’ exterior concrete apron on the East
side of the building per the revised Minor Amendment Submittal.
We have included the site concrete work on the existing sidewalks and HC ramps as requested by the City of
Fort Collins. Work to include replace / and / or repair of the areas identified on the drawing dated 8-13-2015
and will include 6 HC ramps and grinding of edges of sidewalk in 5 locations.
Landscaping and Site Improvements
We have included the landscaping repairs per the minor amendment comments along Elm street in this IGMP
per the drawing dated 8-21-15.
We have assumed that the existing irrigation system is adequate to provide irrigation for the additional nine
(9) trees and eight (8) virginia creeper vines. No additional irrigation work other than tying into existing
system and providing drip heads to nine (9) new trees is and eight (8) virginia creeper vines included.
We have not included any new fencing. Some fencing is anticipated to be added at the southwest corner of
the lot. This will be addressed once the scope is determined, no allowance is being carried for this scope.
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.
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.
Heating of exterior slab on grade construction is not included.
Twenty Four (24) – 6” pipe 10ga. Concrete filled bollards.
152’ of interior building trench drain with 12” galvanized traffic rated grating.
Sealing and caulking of concrete joints is excluded.
Masonry
QUALITY
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VALUE
We have included 4” masonry unit veneer as shown on the revised Minor Amendment Submittal drawings
dated 8-24-15.
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 (2) – 3070 prefinished steel man doors with panic hardware, threshold and weather-stripped.
Six (6) – 22’ x 14’ Amarr model 2700 Steel insulated and weather-stripped overhead doors with electric
operators. Standard manufacturers color.
Six (6) – 22’ x 14’ Amarr model 2700 Steel insulated with row of full view lights and weather-stripped overhead
doors with electric operators. Standard manufacturers color.
Six (6) – 22’x2’ Bronze aluminum with low E glass
Two (2) insulated windows as shown on the revised Minor Amendment Submittal drawings dated 8-24-15.
Finishes
None anticipated
Specialites
None anticipated
Equipment
None anticipated
Furnishings
None anticipated
Special Construction (Pre-Engineered Metal Building)
One – “Multi-Span” 70’ 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. Proposed panel is Ultra Deck roof panel.
Building to have 2” Insulated Metal Wall Panels. Proposed panel is Mesa wall panel. Color to be selected from
Standard I or Standard II colors.
Interior walls to be have full height liner panel. Proposed panel is PBU. Color TBD.
162 feet of gutter and downspouts. Color to be selected from Standard I or Standard II colors.
Full ceiling liner panel. Proposed panel is PBU. Color TBD.
2 metal awnings are included per the revised Minor Amendment Submittal drawings dated 8-24-15.
ALLOWANCE $8,000.
QUALITY
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VALUE
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 Reduced pressure backflow preventer.
o Provide plumbing for (1) trench drain.
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. We have priced an alternate to
provide fixed hard piped units.
Provide gas piping for HVAC equipment.
HVAC
Radiant tube heaters at roof/ceiling for heating. Due to CNG/LNG vehicles being stored in the building we
have included eight (8) tube heaters specifically designed for this application. 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.
Due to CNG/LNG vehicles being stored within the building we have included the following exhaust system:
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”.
o Provide methane detection system. Upon detection, system to initiate visual alarm, audible alarm,
open intake dampers and operate exhaust fans.
o Assumed low voltage wiring is not in conduit.
The above system can be used for summer heat exhaust if required.
Electrical
General: We have assumed all exposed wiring shall be in EMT conduit, minimum size ½”, and that MC cable
will not be acceptable where exposed to view.
Demolition: We have excluded demolition. Based on the information provided, we do not anticipate any
requirement for electrical demolition to prepare the site for construction.
Non-lighting Site Work: As a provision for a telecommunications service, we have included Two (2) 2”
underground conduits from a location near the electrical panel to a location up to 200’ away.
Lighting and Controls: LED lighting.
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INTEGRITY
VALUE
Power Distribution System: We have included a 100 amp 120/208 volt 3-phase 4-wire electrical service with a
fusible main disconnect on the building exterior and a 24-circuit panelboard on the interior of a wall near one
of the man doors. We have assumed the distance from the utility transformer to the meter socket and main
fusible switch will not exceed 10 feet and that the distance from the main fusible switch to the circuit breaker
panel will not exceed 10 feet. We have also include one (1) empty 1-1/4” EMT conduit from the panelboard to
a point up to 30’ away and a spare circuit breaker to facilitate the connection of a PV system.
General Purpose Power: Convenience receptacles as required.
HVAC and Plumbing Equipment Connections: Power wiring only to eight (8) gas-fired radiant tube heaters.
Owner Equipment Connections: We have included the following:
1. One (1) 20 amp 208 volt 1-phase straight-blade receptacle.
2. Twelve (12) power connections to overhead door operators not to exceed ¾ horsepower.
Fire Alarm: We have included a fire alarm control panel to monitor the fire sprinkler system only. The base
price assumes a telephone service will be provided to the building by others.
Telecommunications Rough-in: We have assumed the building will have phone service and have included one
(1) rough-in provision for a teledata outlet, consisting of one (1) 4”-square box and one (1) ¾” EMT conduit
stub into the ceiling space.
Card Access Security System Rough-in: We have included two (2) rough-in provision for card access readers,
each consisting of one (1) 4”-square box and one (1) ¾” EMT conduit stub into the ceiling space.
Photovoltaic System ALLOWANCE
9/16/2015
Fort Collins VSB Light & Power
Request For Change (RFC) LOG
ECI RFC # Originating Document Date Opened Change Initiated By Description Due Date Date Resolved
Responsible
Party
Estimated
Costs
Pending
Costs
Rejected
Costs
Approved
Cost
002 Original Proposal 06/24/15 Team Building Alternate # 2 - Interior wall liner panel 08/04/15 07/09/15 Chad $20,929 $20,929 A
003 Original Proposal 06/24/15 Team Building Alternate # 3 - Roof liner panel with R-38 insulation 08/04/15 07/09/15 Chad $34,954 $34,954 A
004 Original Proposal 06/24/15 Team
Plumbing Alternate # 1 - Hard pipe eyewash 2 stations
10/15/15 Chad $9,222 $9,222 P
Wait on this item until final budget is
established. Will do if money is
available.
008 Original Proposal 06/24/15 Team
HVAC Alternate # 4 - CNG / LNG exhaust. Accepted. No propane will be used.
08/27/15 07/16/15 Chad $61,035 $61,035 A
Accepted. Confirmed by Ballard
Group that this will handle CNG.
LNG, and heat exhaust. This will
not provide Propane exhaust.
009 Original Proposal 06/24/15 Team
Electrical Alternate # 1a - Solar array system on L&P - ALLOWANCE pending design and
size.
08/27/15 07/16/15 Chad $107,060 $107,060 A
Allowance - Team to finalize loads
and design.
011 Owner request 07/08/15 City
Explore taller doors on L&P. 12' doors are designed and priced. 14' doors may be
requested. City is checking to see what is existing and would like to match if possible. This
affects metal building cost. Need answer ASAP.
07/17/15 07/16/15 Chad $16,000 $16,000 A
014 N/A 06/24/15 Team
Battery charging stations for vehicles. Will look at this item if budget supports it.
10/15/15 Team $0 $0 P Is this a request we want to explore?
015 N/A 06/24/15 Team Net-zero design, additional Consultants, Fees$$ 08/27/15 Steve $0 $0 P
016 N/A 06/24/15 Team Coord. with City Consultants, initiate energy modeling 08/27/15 Chad $0 $0 P Chad to contract for modeling.
017 N/A 06/24/15 Team
Confirm/coord. City communication, security & FOB req'ts. Also need to understand OH
door / vehicle interface.
08/27/15 Chad $0 $0 P
019 OAC meeting 07/08/15 Team
PFA. radio testing. If this is going to be required we might be able to find out earlier than at
time of final inspections. We can discuss this item with PFA at time of building permit
submittal.
10/01/15 $20,000 $20,000 P
Steve to speak with Jim at PFA to
discuss further.
022 OAC meeting 07/08/15 Team
Building Code / Permit / Fire Department review
10/01/15 Steve $0 $0 P
Will review with all parties prior to
9/16/2015
Fort Collins VSB Light & Power
Request For Change (RFC) LOG
ECI RFC # Originating Document Date Opened Change Initiated By Description Due Date Date Resolved
Responsible
Party
Estimated
Costs
Pending
Costs
Rejected
Costs
Approved
Cost
007 Original Proposal 06/24/15 Team
HVAC Alternate # 3 - summer heat exhaust system
08/04/15 07/16/15 Chad $10,547 $10,547 R
Not required because item # 008 will
perform this exhaust function.
018 OAC meeting 07/08/15 City PEMB options - additional design requests. 07/17/15 07/16/15 Elder $0 $0 R Moved to items 29, 30, 31
020 OAC meeting 07/08/15 City Envelope testing TBD 07/16/15 Chad $0 $0 R Not required.
021 OAC meeting 07/08/15 Team
Planning Process, confirm Minor Amendment, building design and landscape requirements,
Conceptual Review
07/21/15 08/04/15 Steve $0 $0 R
Submit by 7/21. Comments due
8/4/15.
024 OAC meeting 07/08/15 Team Set up review meeting with PFA. 09/01/15 07/16/15 Steve $0 C Close - move to item # 023
025 OAC meeting 07/08/15 Team L&P - design could evolve to include overhanging roof. 07/17/15 07/16/15 Chad $0 C Closed. Move to item # 018.
026 OAC meeting 07/08/15 Team
Fiber optic line - locate and determine who owns it. Can it be built on? Can it be moved?
07/17/15 Team $0 C
L&P to relocate. Not to be included
within this project budget
027 OAC meeting 07/16/15 Team Mailing list to City for neighborhood meeting mailer. Chad will reply to Ted Sheppard. 08/05/15 Chad $0 C Completed, and closed
028 OAC meeting 07/16/15 Team
Check on availability of Farm for neighborhood meeting. Closed. Chad has meeting set up
for 8-19.
07/21/15 07/23/15 Chad $0 $0 P Chad is checking on availability.
$1,078,525
TOTAL PENDING RFC's $29,222
TOTAL REJECTED RFC's $0
TOTAL APPROVED RFC's $458,227
CURRENT CONTRACT VALUE (ORIGINAL PLUS APPROVED) $1,536,752
PENDING CONTRACT VALUE $1,565,974
ORIGNAL CONTRACT VALUE - Preliminary breakout of L&P from GMP price. Final price TBD.
Northern Colorado 970.744.4731 www.elderconstructioninc.com Colorado Springs 719.471.2708
6' - 0"
20' - 0"
162' - 0"
70' - 0"
FORT COLLINS, COLORADO
160 PALMER DRIVE
steve@architecturewestllc.com
(970) 207-0424
FORT COLLINS, CO. 80525
WOOD STREET VEHICLE STORAGE
LIGHT & POWER
PL1.0
7.30.15
SITE & LANDSCAPE PLANS
CITY OF FORT COLLINS
700 WOOD STREET
1" = 20'-0" FORT COLLINS, COLORADO
FLOOR PLAN
VICINITY MAP
NORTH NOT TO SCALE
SITE PLAN
NORTH NORTH
CITY OF FORT COLLINS SERVICE CENTER P.U.D., 6TH FILING
BEING A REPLAT OF LOT 29, GOLDING-DWYRE RESUBDIVISION OF BLOCK 275,
WEST SIDE ADDITION TO FORT COLLINS AND ANOTHER TRACT OF LAND,
&
CITY OF FORT COLLINS SERVICE CENTER P.U.D.
BEING A REPLAT OF SERVICE CENTER FIRST SUBDIVISION,
A REPLAT OF THE SERVICE CENTER SECOND DEVISION
AND A REPLAT OF LOT 1, GLENDAL SUBDIVISION
&
CITY OF FORT COLLINS SERVICE CENTER P.U.D., 5TH FILING
BEING A PORTION OF CONCRETE PRODUCTS CO. ANNEXATION,
ALL LOCATED IN THE NORTHWEST QUARTER OF SECTION 11,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, LARIMER COUNTY, COLORADO
LEGAL DESCRIPTION
SYM
PLANTING LIST
BOTANICAL NAME COMMON NAME SIZE AT
PLANTING
ROOT QTY.
FA
FRAXINUS
(VARY SPECIES
& TYPE)
ASH
(VERY SPECIES
& TYPE)
2" CAL BB 9
CONDITIONS
ANY MISSING ROW LANDSCAPING WILL BE REPLACED PER THE 'APPROVED' PLAN.
ALL LIGHTING FIXTURES SHALL USE A CONCEALED, FULLY SHIELDED LIGHT
SOURCE AND SHALL FEATURE SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE
UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION.
SIGNS SHOWN ON THE ELEVATIONS ARE NOT APPROVED WITH THIS MINOR
AMENDMENT; A SEPARATE CITY PERMIT WILL BE REQUIRED.
BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, CONFIRM WITH POUDRE
FIRE AUTHORITY.
REPAIR OR REPLACE ANY DAMAGED PUBLIC CURB, GUTTER AND SIDEWALK.
FLOOR LEVEL
100' - 0"
PRE-FINISHED STANDING SEAM
METAL ROOF
PRE-FINISHED
INSULATED METAL
WALL PANEL
INTEGRAL COLORED CONCRETE
MASONRY UNIT
NEW 6" REINFORCED CONCRETE
INSULATED WINDOW UNIT (TYP)
PRE-FINISHED METAL
FASCIA, GUTTER, &
DOWNSPOUT
PRE-FINISHED METAL AWNING
STEEL/CONCRETE BOLLARDS (TYP)
INSULATED HALF LITE DOOR UNIT
P.F. METAL FLASHING
& MASONRY CAP
CMU PATTERN CHANGE /
DETAILING
T.O. PARAPET
121' - 6"
LOW EAVE HT
116' - 6"
HIGH EAVE HT
122' - 9"
LIGHTING SIGNAGE (SEPARATE PERMIT REQ'D.)
PHOTOVOLTAICS
(PROPOSED)
GLASS & METAL
OVERHEAD DOORS
GLASS & METAL
OVERHEAD DOORS
TRANSOM WINDOWS
P.F. METAL
RAKE TRIM
LIGHTING
FORT COLLINS, COLORADO
160 PALMER DRIVE
steve@architecturewestllc.com
(970) 207-0424
FORT COLLINS, CO. 80525
WOOD STREET VEHICLE STORAGE
LIGHT & POWER
PL1.1
7.30.15
ELEVATIONS & RENDERINGS
CITY OF FORT COLLINS
700 WOOD STREET
FORT COLLINS, COLORADO
1/4" = 1'-0"
SOUTH ELEVATION
1/8" = 1'-0"
EAST ELEVATION
1/8" = 1'-0"
WEST ELEVATION
1/8" = 1'-0"
NORTH ELEVATION
R1- PRE-FINISHED STANDING SEAM METAL ROOF- WHITE
ID Task Name Duration Start Finish Predecessors
0 2722N - Fort Collins Vehicle Storage 237 days Wed 6/24/15 Wed 5/25/16
1 Preconstruction 151 days Wed 6/24/15 Tue 1/26/16
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 Conceptual Review with City of Fort Collins 1 day Tue 7/14/15 Tue 7/14/15
5 Prepare minor amendment docs 4 days Thu 7/16/15 Tue 7/21/15
6 Submit Minor Amendment 10 days Wed 7/22/15 Tue 8/4/15 5
7 Neighborhood meeting 0 days Wed 8/19/15 Wed 8/19/15
8 Resubmit Minor Amendment Comments 0 days Mon 8/24/15 Mon 8/24/15
9 Site Survey - Performed by King Surveying 6 days Fri 8/28/15 Fri 9/4/15
10 Execute GMP with City of Fort Collins 10 days Thu 9/3/15 Thu 9/17/15
12 Final Survey Information from City of Fort Collins 0 days Fri 9/4/15 Fri 9/4/15 9
11 Order Pre-Engineered Metal Building 1 day Tue 9/15/15 Tue 9/15/15 7FS+1 day,10FS-3 days
13 PEMB Reaction & Approval Drawings 25 days Wed 9/16/15 Tue 10/20/15 11
14 Complete MEP Engineering 50 days Fri 9/18/15 Fri 11/27/15 10
15 Complete Civil Engineering 50 days Fri 9/18/15 Fri 11/27/15 10,9
16 PEMB Approval 5 days Wed 10/21/15 Tue 10/27/15 13
17 Complete Structural Engineering 10 days Wed 10/21/15 Tue 11/3/15 7,10,13
18 Return PEMB Shop Drawings 1 day Wed 10/28/15 Wed 10/28/15 16
19 PEMB Fabrication 50 days Thu 10/29/15 Fri 1/8/16 18
20 Complete Final Construction Permit Set 1 day Mon 11/30/15 Mon 11/30/15 15,14,17
21 Submit for Building Permit 0 days Mon 11/30/15 Mon 11/30/15 20
22 F&F Permit Issued 15 days Tue 12/1/15 Mon 12/21/15 20
23 Plan Review Period 40 days Tue 12/1/15 Tue 1/26/16 21
25 Mobilize Jobsite 1 day Tue 12/22/15 Tue 12/22/15 22
24 Permit Issued 0 days Tue 1/26/16 Tue 1/26/16 23
26 Light and Power Building 107 days Wed 12/23/15 Fri 5/20/16
27 Site Demolition 2 days Wed 12/23/15 Thu 12/24/15 25
28 Site Utilities 5 days Mon 12/28/15 Fri 1/1/16 27
29 Foundation Excavation 3 days Mon 1/4/16 Wed 1/6/16 28
30 Form, Reinforced and Place Footings 3 days Thu 1/7/16 Mon 1/11/16 29
31 Form, Reinforced and Place Foundations 5 days Tue 1/12/16 Mon 1/18/16 30
32 Damproof and Insulation 1 day Tue 1/19/16 Tue 1/19/16 31
33 Backfill Foundation 2 days Wed 1/20/16 Thu 1/21/16 32
34 Install Underground 2 days Fri 1/22/16 Mon 1/25/16 33
35 Inspect Underground 1 day Tue 1/26/16 Tue 1/26/16 34
36 Form, Reinforce and Place Slab 3 days Wed 1/27/16 Fri 1/29/16 35
37 Erect Metal Building 50 days Mon 2/1/16 Fri 4/8/16 36,19,24
38 Place Bollards 2 days Mon 3/7/16 Tue 3/8/16 37FS-25 days
39 Place Site Concrete and trench drain 10 days Wed 3/9/16 Tue 3/22/16 38
Preconstruction
Submit Proposal
Award
Conceptual Review with City of Fort Collins
Prepare minor amendment docs
Submit Minor Amendment
Neighborhood meeting
Resubmit Minor Amendment Comments
Site Survey - Performed by King Surveying
Execute GMP with City of Fort Collins
Final Survey Information from City of Fort Collins
Order Pre-Engineered Metal Building
PEMB Reaction & Approval Drawings
Complete MEP Engineering
Complete Civil Engineering
PEMB Approval
Complete Structural Engineering
Return PEMB Shop Drawings
PEMB Fabrication
ID Task Name Duration Start Finish Predecessors
40 Off site concrete work 5 days Wed 3/23/16 Tue 3/29/16 39
41 Install Masonry 10 days Wed 3/23/16 Tue 4/5/16 39
42 MEP Rough-ins 4 days Wed 4/6/16 Mon 4/11/16 41
43 MEP Inspections 1 day Tue 4/12/16 Tue 4/12/16 42
44 Install Liner Panels 3 days Wed 4/13/16 Fri 4/15/16 43
45 Install Garage Doors 7 days Mon 4/18/16 Tue 4/26/16 44
46 Off site Landscape work 5 days Wed 4/27/16 Tue 5/3/16 45
47 ECI Punch list 5 days Wed 5/4/16 Tue 5/10/16 46
48 Final Clean 2 days Wed 5/11/16 Thu 5/12/16 47
49 Final Inspections 1 day Fri 5/13/16 Fri 5/13/16 48
50 OAC Punch list 5 days Mon 5/16/16 Fri 5/20/16 49
51 Water Building 89 days Fri 1/22/16 Wed 5/25/16
52 Site Demolition 2 days Fri 1/22/16 Mon 1/25/16 33
53 Site Utilities 10 days Tue 1/26/16 Mon 2/8/16 52
54 Foundation Excavation 2 days Tue 2/9/16 Wed 2/10/16 53
55 Form, Reinforced and Place Footings 3 days Thu 2/11/16 Mon 2/15/16 54,31
56 Form, Reinforced and Place Foundations 5 days Tue 2/16/16 Mon 2/22/16 55
57 Damproof and Insulation 1 day Tue 2/23/16 Tue 2/23/16 56
58 Backfill Foundation 2 days Wed 2/24/16 Thu 2/25/16 57
59 Install Underground 1 day Fri 2/26/16 Fri 2/26/16 58
60 Inspect Underground 1 day Mon 2/29/16 Mon 2/29/16 59
61 Form, Reinforce and Place Slab 3 days Tue 3/1/16 Thu 3/3/16 60
62 Erect Metal Building 25 days Mon 4/11/16 Fri 5/13/16 61,37
63 Place Bollards 2 days Thu 5/5/16 Fri 5/6/16 62FS-7 days
64 Place Site Concrete 3 days Mon 5/9/16 Wed 5/11/16 63
65 MEP Rough-ins 1 day Thu 5/12/16 Thu 5/12/16 64
66 MEP Inspections 1 day Fri 5/13/16 Fri 5/13/16 65
67 ECI Punch list 3 days Mon 5/16/16 Wed 5/18/16 66
68 Final Clean 1 day Thu 5/19/16 Thu 5/19/16 67
69 Final Inspections 1 day Fri 5/20/16 Fri 5/20/16 68
70 OAC Punch list 3 days Mon 5/23/16 Wed 5/25/16 69
71 Owner Turnover 0 days Wed 5/25/16 Wed 5/25/16 50,70
Off site concrete w
Install Masonry
MEP Rough-in
MEP Inspectio
Site Demolition
Site Utilities
Foundation Excavation
Form, Reinforced and Place Footin
Form, Reinforced and Place Fou
Damproof and Insulation
Backfill Foundation
Install Underground
Inspect Underground
Form, Reinforce and Place Sl
2128 5 121926 2 9 162330 6 132027 4 111825 1 8 152229 6 132027 3 10172431 7 142128 6 132027 3 1017
Jun '15 Jul '15 Aug '15 Sep '15 Oct '15 Nov '15 Dec '15 Jan '16 Feb '16 Mar '16 Apr '16
Task
Milestone
Summary
Project Summary
Critical
Completed
In Progress
Project: 2722N - Fort Collins Vehicle Storage Date: Wed 9/16/15
Page 2
IGMP Proposal
Fort Collins Utilities Vehicle Storage Facilities
Water Building
September 15, 2015
Presented to City of Fort Collins
c/o
Chad Mapp – Project Manager
QUALITY
INTEGRITY
VALUE
Fort Collins Vehicle Storage Facility
Water Building
Index
1. IGMP Summary
2. RFC Log
3. Drawings
4. Schedule
QUALITY
INTEGRITY
VALUE
Owner: The City of Fort Collins
Designer: Architecture West LLC
Project Location: 701 Wood Street Fort Collins, CO
IGMP is based on the following plans:
Revised Minor Amendment Submittal drawings dated 8-24-15.
Landscape is based on the red line drawing of the Elm street landscape dated 8-21-15.
ROW site concrete replacement is based on the red line drawing of the overall development plan dated 8-13-
15.
Proposal Includes:
General Liability Insurance
Contractor General Conditions
Warranty on Workmanship
Shop Drawings and Product Submittals as Required
Standard Work Hours
Items Not Included:
This design and IGMP 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 IGMP specifically excludes additional site parking requirements.
This IGMP excludes all applicable taxes consistent with tax exempt projects.
Interior office and restroom facilities are specifically excluded in this design and IGMP.
This design and IGMP specially excludes the storage of Hazardous materials.
Construction permits costs and associated fees
Builder's risk insurance
Legal, financing and accounting fees
Watchman or guard service
Owners Contingency (Recommend that one is established for owner use – Elder is carrying a construction
contingency for Elder use as needed during construction)
Weather conditions / cost for adverse weather construction
Material testing
Hazardous material removal
Development fees, storm water permit, utility connection fees, and other utility company charges
Remedial work to surrounding properties
QUALITY
INTEGRITY
VALUE
Costs for changes necessitated by local municipality code review or other jurisdictions having authority
In the event of conflicts, these qualifications and the stipulated sum estimate shall take precedence over the
Contract Documents.
Furniture, Fixtures and Equipment (FF&E), other than listed in this proposal is anticipated to be furnished and
installed by the owner.
Items provided by Owner:
Development and permit fees
Surveying
Geotechnical
Material testing
Energy Modeling / commissioning
Tap fees (sewer, water, gas)
Temporary utility charges
IT / communication
Relocation of fiber optic line
Weather protection
QUALITY
INTEGRITY
VALUE
General Building Information
Building is based on the revised Minor Amendment Submittal drawings dated 8-24-15.
Landscape is based on the red line drawing of the Vine street and Wood street landscape dated 8-21-15.
ROW site concrete replacement is based on the red line drawing of the overall development plan dated 8-13-
15.
Building Size 160’x35’ (5,600sf)
Site Drainage
The Minor Amendment review has indicated that there will be a Bio Retention pond required for the Water
building due to additional impervious area. At this time no engineering has been done in order to determine
the size or location of the pond. At the point that the design is completed we will provide a final price for the
pond.
APEN permit is excluded.
State Stormwater permit is excluded.
Site Electrical
This IGMP 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
We have included the landscaping repairs along Vine and Wood streets in this IGMP per the drawing dated 8-
21-15.
We have assumed that the existing irrigation system is adequate to provide irrigation for the additional nine
(9) trees. No additional irrigation work other than tying into existing system and providing drip heads to nine
(9) new trees vines is included.
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.
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.
Masonry
We have included 4” masonry unit veneer as shown on the revised Minor Amendment Submittal drawings
dated 8-24-15.
Steel
All necessary anchor bolts included.
Woods and Plastics
QUALITY
INTEGRITY
VALUE
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 17’-6” 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. Proposed panel is Ultra Deck roof panel.
Building to have “PBR” walls. Color to be selected from Metallic Signature 200 standard colors.
160 feet of gutter and downspouts. Color to be selected from Metallic Signature 200 standard colors.
Interior walls to be have interior liner panel extending from 2’ concrete wall to 7’-4”. Prposed panel is PBU
panel. Color TBD.
Fire Protection
A fire sprinkler or suppression system has not been included in this design or IGMP pricing.
Plumbing
Provisions for water service or compressed air have not been included in this design or IGMP pricing.
Provisions for a trench drainage system have not been included in this design or IGMP pricing.
HVAC
None anticipated
Electrical
General: We have assumed all exposed wiring shall be in EMT conduit, minimum size ½”, and that MC cable
will not be acceptable where exposed to view.
Demolition: We have excluded demolition. Based on the information provided, we do not anticipate any
requirement for electrical demolition to prepare the site for construction.
Non-lighting Site Work: No work included.
QUALITY
INTEGRITY
VALUE
Lighting and Controls: LED lighting.
Power Distribution System: We have included a 100 amp 120/208 volt 3-phase 4-wire electrical service with a
fusible main disconnect on the building exterior and a 24-circuit panelboard on the interior of a wall near one
of the man doors. We have assumed the distance from the utility transformer to the meter socket and main
fusible switch will not exceed 50 feet and that the distance from the main fusible switch to the circuit breaker
panel will not exceed 10 feet. We have also include one (1) empty 1-1/4” EMT conduit from the panelboard to
a point up to 30’ away and a spare circuit breaker to facilitate the connection of a PV system to be provided by
others.
General Purpose Power: Convenience receptacles as required by code.
HVAC and Plumbing Equipment Connections: We have assumed that no heating, cooling, or ventilation
equipment will be installed in this building.
Owner Equipment Connections: We have not anticipated any requirements for power to owner suppled
equipment.
Fire Alarm: We have excluded a fire alarm system for this building, as we understand it will not be required.
Telecommunications Rough-in: We have assumed the building will have phone service and have included one
(1) rough-in provision for a teledata outlet, consisting of one (1) 4”-square box and one (1) ¾” EMT conduit
stub into the ceiling space.
Card Access Security System Rough-in: We have assumed no card access readers will be installed in this
building.
9/15/2015
Fort Collins VSB Water
Request For Change (RFC) LOG
ECI RFC # Originating Document Date Opened Change Initiated By Description Due Date Date Resolved
Responsible
Party
Estimated
Costs
Pending
Costs
Rejected
Costs
Approved
Cost
Status
(A/P/R/C)
Comments
010 Original Proposal 06/24/15 Team Electrical Alternate # 1b - TBD kW solar array system on Water. Size will be determined by
amount of budget left to apply to this scope.
08/27/15 Chad $75,000 $75,000 P
Keep open pending amount of
budget left on Water building for this
scope.
013 N/A 06/24/15 Team
Electrical shunt, energy management systems for water building block heaters.
10/15/15 Elder $0 $0 P
Stu to help provide suggestions
during final design
022 OAC meeting 07/08/15 Team
Building Code / Permit / Fire Department review
10/01/15 Steve $0 $0 P
Will review with all parties prior to
building permit submittal.
023 OAC meeting 07/08/15 Team
Site Survey, by City, utility locates, topo. & confirm building site locations
08/27/15 Chad $0 $0 P
Not complete yet. Will not happen
prior to minor amendment submittal.
Chad is working with King to get
survey done ASAP.
033 None 08/06/15 Team Panel selection 08/20/15 Steve $0 $0 A
Panel is priced as PBR profile.
Elder to provide color chips and
panel sample. Due 9/11 from D&S.
034 Minor Admendment 08/12/15 Stormwater Add Bio Retention Pond (ROM range $25,000 to $50,000) 08/30/15 Steve $45,000 $45,000 A Cost Pending final design.
035 Minor Admendment 08/06/15 Team Water Building Design Change (Match site plan documents) 08/30/15 Steve $21,673 $21,673 A
Pricing per MA resubmittal drawings
8-24-15
036 Minor Admendment 08/20/15 M/A comments
Landscaping at Vine and Wood - Add (1) FR MA Marshall ash, (1) JU CO Cologreen juniper,
(7) PI PP Ponderosa pine.
09/11/15 Tim $12,858 $12,858 A
012 Owner request 07/08/15 City Move Water as far south as possible. 07/16/15 07/16/15 Chad $0 $0 R Closed. Not happening.
037 None 08/20/15 Team PFA radio testing / radio booster. Potential cost. TBD $20,000 $20,000 R
$420,627
TOTAL PENDING RFC's $75,000
TOTAL REJECTED RFC's $0
TOTAL APPROVED RFC's $79,532
CURRENT CONTRACT VALUE $500,159
PENDING CONTRACT VALUE $575,158
160' - 0"
35' - 0" 3' - 0" FORT COLLINS, COLORADO
160 PALMER DRIVE
steve@architecturewestllc.com
(970) 207-0424
FORT COLLINS, CO. 80525
WOOD STREET VEHICLE STORAGE
WATER SERVICES
PL1.0
07/21/15
SITE & LANDSCAPE PLANS
CITY OF FORT COLLINS
701 WOOD STREET
FORT COLLINS, COLORADO
1" = 20'-0"
FLOOR PLAN
VICINITY MAP
NORTH NOT TO SCALE
LANDSCAPE PLAN
NORTH NOT TO SCALE NORTH
SERVICE CENTER THIRD SUBDIVISION FIRST REPLAT
A REPLAT OF LOT 1 OF SERVICE CENTER THIRD SUBDIVISION
LOCATED IN THE SW 1/4 OF SECTION 2, T.7 N, R.69 W. OF THE 6TH P.M.,
CITY OF FORT COLLINS, LARIMER COUNTY, COLORADO
LEGAL DESCRIPTION
SYM
PLANTING LIST - VINE FRONTAGE
BOTANICAL NAME COMMON NAME SIZE AT
PLANTING
ROOT QTY.
FR MA
FRAXINUS
PENNSYLVANICA
'MARSHALL'
MARSHALL ASH 2" CAL BB 1
JU CO
JUNIPERUS
SCOPULORUM
'COLOGREEN'
COLOGREEN
JUNIPER
6" HT. BB 1
PI PO PINUS
PONDEROSA
PONDEROSA
PINE
6" HT. SPADED
OR BB
7
CONDITIONS
ANY MISSING ROW LANDSCAPING WILL BE REPLACED PER THE 'APPROVED' PLAN.
ALL LIGHTING FIXTURES SHALL USE A CONCEALED, FULLY SHIELDED LIGHT
SOURCE AND SHALL FEATURE SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-
LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION.
SIGNS SHOWN ON THE ELEVATIONS ARE NOT APPROVED WITH THIS MINOR
AMENDMENT; A SEPARATE CITY PERMIT WILL BE REQUIRED.
BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, CONFIRM WITH POUDRE
FIRE AUTHORITY.
BUILDING IS NOT REQUIRED TO BE SPRINKLERED, FIRE-PROTECTED.
ALL MECHANICAL EQUIPMENT IS INSIDE THE BUILDING OR WILL BE SCREENED.
LIGHTING
PHOTOVOLTAICS (FUTURE)
X-BRACING (BEYOND)
TRANSLUCENT TRANSOM PANELS (BEYOND)
LIGHTING
OPEN
BAYS
OPEN
BAYS
PHOTOVOLTAICS (FUTURE)
TRANSLUCENT
TRANSOM PANELS
PRE-FINISHED
METAL SIDING
METAL COLUMN
EXPOSED
COLUMNS PAINTED
TO MATCH
MASONRY (ALT.)
LIGHTING
LOOR LEVEL
100' - 0"
OW EAVE HT.
114' - 7"
IGH EAVE HT.
117' - 6"
PRE-FINISHED STANDING
SEAM METAL ROOF
PRE-FINISHED
METAL WALL PANEL
INTEGRAL COLORED CONCRETE
MASONRY UNIT
TRANSLUCENT WINDOW PANEL (TYP)
PRE-FINISHED METAL
FASCIA, GUTTER, &
DOWNSPOUT
PRE-FINISHED METAL AWNING
STEEL/CONCRETE BOLLARDS (TYP)
OPENING
PREFINISHED METAL FLASHING
AND MASONRY CAP
CMU PATTERN CHANGE / DETAIL
PHOTOVOLTAICS (FUTURE)
F
L
H
T.O. PARAPET
119' - 0"
SIGNAGE (SEPARATE PERMIT REQ'D.)
LIGHTING
FORT COLLINS, COLORADO
160 PALMER DRIVE
steve@architecturewestllc.com
(970) 207-0424
FORT COLLINS, CO. 80525
WOOD STREET VEHICLE STORAGE
WATER SERVICES
PL1.1
07/21/15
ELEVATIONS & RENDERINGS
ID Task Name Duration Start Finish Predecessors
0 2722N - Fort Collins Vehicle Storage 237 days Wed 6/24/15 Wed 5/25/16
1 Preconstruction 151 days Wed 6/24/15 Tue 1/26/16
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 Conceptual Review with City of Fort Collins 1 day Tue 7/14/15 Tue 7/14/15
5 Prepare minor amendment docs 4 days Thu 7/16/15 Tue 7/21/15
6 Submit Minor Amendment 10 days Wed 7/22/15 Tue 8/4/15 5
7 Neighborhood meeting 0 days Wed 8/19/15 Wed 8/19/15
8 Resubmit Minor Amendment Comments 0 days Mon 8/24/15 Mon 8/24/15
9 Site Survey - Performed by King Surveying 6 days Fri 8/28/15 Fri 9/4/15
10 Execute GMP with City of Fort Collins 10 days Thu 9/3/15 Thu 9/17/15
12 Final Survey Information from City of Fort Collins 0 days Fri 9/4/15 Fri 9/4/15 9
11 Order Pre-Engineered Metal Building 1 day Tue 9/15/15 Tue 9/15/15 7FS+1 day,10FS-3 days
13 PEMB Reaction & Approval Drawings 25 days Wed 9/16/15 Tue 10/20/15 11
14 Complete MEP Engineering 50 days Fri 9/18/15 Fri 11/27/15 10
15 Complete Civil Engineering 50 days Fri 9/18/15 Fri 11/27/15 10,9
16 PEMB Approval 5 days Wed 10/21/15 Tue 10/27/15 13
17 Complete Structural Engineering 10 days Wed 10/21/15 Tue 11/3/15 7,10,13
18 Return PEMB Shop Drawings 1 day Wed 10/28/15 Wed 10/28/15 16
19 PEMB Fabrication 50 days Thu 10/29/15 Fri 1/8/16 18
20 Complete Final Construction Permit Set 1 day Mon 11/30/15 Mon 11/30/15 15,14,17
21 Submit for Building Permit 0 days Mon 11/30/15 Mon 11/30/15 20
22 F&F Permit Issued 15 days Tue 12/1/15 Mon 12/21/15 20
23 Plan Review Period 40 days Tue 12/1/15 Tue 1/26/16 21
25 Mobilize Jobsite 1 day Tue 12/22/15 Tue 12/22/15 22
24 Permit Issued 0 days Tue 1/26/16 Tue 1/26/16 23
26 Light and Power Building 107 days Wed 12/23/15 Fri 5/20/16
27 Site Demolition 2 days Wed 12/23/15 Thu 12/24/15 25
28 Site Utilities 5 days Mon 12/28/15 Fri 1/1/16 27
29 Foundation Excavation 3 days Mon 1/4/16 Wed 1/6/16 28
30 Form, Reinforced and Place Footings 3 days Thu 1/7/16 Mon 1/11/16 29
31 Form, Reinforced and Place Foundations 5 days Tue 1/12/16 Mon 1/18/16 30
32 Damproof and Insulation 1 day Tue 1/19/16 Tue 1/19/16 31
33 Backfill Foundation 2 days Wed 1/20/16 Thu 1/21/16 32
34 Install Underground 2 days Fri 1/22/16 Mon 1/25/16 33
35 Inspect Underground 1 day Tue 1/26/16 Tue 1/26/16 34
36 Form, Reinforce and Place Slab 3 days Wed 1/27/16 Fri 1/29/16 35
37 Erect Metal Building 50 days Mon 2/1/16 Fri 4/8/16 36,19,24
38 Place Bollards 2 days Mon 3/7/16 Tue 3/8/16 37FS-25 days
39 Place Site Concrete and trench drain 10 days Wed 3/9/16 Tue 3/22/16 38
Preconstruction
Submit Proposal
Award
Conceptual Review with City of Fort Collins
Prepare minor amendment docs
Submit Minor Amendment
Neighborhood meeting
Resubmit Minor Amendment Comments
Site Survey - Performed by King Surveying
Execute GMP with City of Fort Collins
Final Survey Information from City of Fort Collins
Order Pre-Engineered Metal Building
PEMB Reaction & Approval Drawings
Complete MEP Engineering
Complete Civil Engineering
PEMB Approval
Complete Structural Engineering
Return PEMB Shop Drawings
PEMB Fabrication
ID Task Name Duration Start Finish Predecessors
40 Off site concrete work 5 days Wed 3/23/16 Tue 3/29/16 39
41 Install Masonry 10 days Wed 3/23/16 Tue 4/5/16 39
42 MEP Rough-ins 4 days Wed 4/6/16 Mon 4/11/16 41
43 MEP Inspections 1 day Tue 4/12/16 Tue 4/12/16 42
44 Install Liner Panels 3 days Wed 4/13/16 Fri 4/15/16 43
45 Install Garage Doors 7 days Mon 4/18/16 Tue 4/26/16 44
46 Off site Landscape work 5 days Wed 4/27/16 Tue 5/3/16 45
47 ECI Punch list 5 days Wed 5/4/16 Tue 5/10/16 46
48 Final Clean 2 days Wed 5/11/16 Thu 5/12/16 47
49 Final Inspections 1 day Fri 5/13/16 Fri 5/13/16 48
50 OAC Punch list 5 days Mon 5/16/16 Fri 5/20/16 49
51 Water Building 89 days Fri 1/22/16 Wed 5/25/16
52 Site Demolition 2 days Fri 1/22/16 Mon 1/25/16 33
53 Site Utilities 10 days Tue 1/26/16 Mon 2/8/16 52
54 Foundation Excavation 2 days Tue 2/9/16 Wed 2/10/16 53
55 Form, Reinforced and Place Footings 3 days Thu 2/11/16 Mon 2/15/16 54,31
56 Form, Reinforced and Place Foundations 5 days Tue 2/16/16 Mon 2/22/16 55
57 Damproof and Insulation 1 day Tue 2/23/16 Tue 2/23/16 56
58 Backfill Foundation 2 days Wed 2/24/16 Thu 2/25/16 57
59 Install Underground 1 day Fri 2/26/16 Fri 2/26/16 58
60 Inspect Underground 1 day Mon 2/29/16 Mon 2/29/16 59
61 Form, Reinforce and Place Slab 3 days Tue 3/1/16 Thu 3/3/16 60
62 Erect Metal Building 25 days Mon 4/11/16 Fri 5/13/16 61,37
63 Place Bollards 2 days Thu 5/5/16 Fri 5/6/16 62FS-7 days
64 Place Site Concrete 3 days Mon 5/9/16 Wed 5/11/16 63
65 MEP Rough-ins 1 day Thu 5/12/16 Thu 5/12/16 64
66 MEP Inspections 1 day Fri 5/13/16 Fri 5/13/16 65
67 ECI Punch list 3 days Mon 5/16/16 Wed 5/18/16 66
68 Final Clean 1 day Thu 5/19/16 Thu 5/19/16 67
69 Final Inspections 1 day Fri 5/20/16 Fri 5/20/16 68
70 OAC Punch list 3 days Mon 5/23/16 Wed 5/25/16 69
71 Owner Turnover 0 days Wed 5/25/16 Wed 5/25/16 50,70
Off site concrete w
Install Masonry
MEP Rough-in
MEP Inspectio
Site Demolition
Site Utilities
Foundation Excavation
Form, Reinforced and Place Footin
Form, Reinforced and Place Fou
Damproof and Insulation
Backfill Foundation
Install Underground
Inspect Underground
Form, Reinforce and Place Sl
2128 5 121926 2 9 162330 6 132027 4 111825 1 8 152229 6 132027 3 10172431 7 142128 6 132027 3 1017
Jun '15 Jul '15 Aug '15 Sep '15 Oct '15 Nov '15 Dec '15 Jan '16 Feb '16 Mar '16 Apr '16
Task
Milestone
Summary
Project Summary
Critical
Completed
In Progress
Project: 2722N - Fort Collins Vehicle Storage Date: Wed 9/16/15
Page 2
Complete Final Construction Permit Set
Submit for Building Permit
F&F Permit Issued
Plan Review Period
Mobilize Jobsite
Permit Issued
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 Bui
Place Bollards
Place Site Concrete an
2128 5 121926 2 9 162330 6 132027 4 111825 1 8 152229 6 132027 3 10172431 7 142128 6 132027 3 1017
Jun '15 Jul '15 Aug '15 Sep '15 Oct '15 Nov '15 Dec '15 Jan '16 Feb '16 Mar '16 Apr '16
Task
Milestone
Summary
Project Summary
Critical
Completed
In Progress
Project: 2722N - Fort Collins Vehicle Storage Date: Wed 9/16/15
Page 1
CITY OF FORT COLLINS
701 WOOD STREET
FORT COLLINS, COLORADO
PL1.1 1/8" = 1'-0"
3 NORTH ELEVATION
PL1.1 1/8" = 1'-0"
4 EAST ELEVATION
PL1.1 1/8" = 1'-0"
5 WEST ELEVATION
PL1.1 1/4" = 1'-0"
6 SOUTH ELEVATION
R1- PRE-FINISHED STANDING SEAM METAL ROOF- WHITE
R2- PRE-FINISHED METAL AWNING- TAN
W1- PRE-FINISHED METAL SIDING- TAN
W2- INTEGRAL COLORED CONCRETE MASONRY UNITS- ROSE (MATCH EXISTING)
F1- REINFORCED 6" CONCRETE
FINISH MATERIALS
PL1.1
1 NORTHWEST PERSPECTIVE
PL1.1
2 SOUTHEAST PERSPECTIVE
08/24/15
WOOD STREET
VINE DRIVE
ELM STREET
08/24/15
ORIGNAL CONTRACT VALUE - Preliminary breakout of Water from GMP price. Final price TBD.
Northern Colorado 970.744.4731 www.elderconstructioninc.com Colorado Springs 719.471.2708
Complete Final Construction Permit Set
Submit for Building Permit
F&F Permit Issued
Plan Review Period
Mobilize Jobsite
Permit Issued
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 Bui
Place Bollards
Place Site Concrete an
2128 5 121926 2 9 162330 6 132027 4 111825 1 8 152229 6 132027 3 10172431 7 142128 6 132027 3 1017
Jun '15 Jul '15 Aug '15 Sep '15 Oct '15 Nov '15 Dec '15 Jan '16 Feb '16 Mar '16 Apr '16
Task
Milestone
Summary
Project Summary
Critical
Completed
In Progress
Project: 2722N - Fort Collins Vehicle Storage Date: Wed 9/16/15
Page 1
R2- PRE-FINISHED METAL AWNING- TAN
W1- PRE-FINISHED INSULATED METAL WALL PANELS- TAN
W2- INTEGRAL COLORED CONCRETE MASONRY UNITS- ROSE (MATCH EXISTING)
F1- REINFORCED 6" CONCRETE
FINISH MATERIALS
NORTHWEST PERSPECTIVE
SOUTHEAST PERSPECTIVE
8.24.15
PROVIDE TRUNCATED DOME SURFACES AT (5) HANDICAP RAMPS.
BUILDING WILL BE FULLY-SPRINKLERED, FIRE-PROTECTED.
ALL MECHANICAL EQUIPMENT IS INSIDE THE BUILDING OR WILL BE SCREENED.
WOOD STREET
VINE DRIVE
ELM STREET
8.24.15
RECOMMENDING 8 - VIRGINIA CREEPER & SILVER LACE CLIMBING VINES
AT THE SWC OF SITE, (EX. FENCING)
NOT TO SCALE
building permit submittal.
023 OAC meeting 07/08/15 Team
Site Survey, by City, utility locates, topo. & confirm building site locations
08/27/15 Chad $0 $0 P
Not complete yet. Will not happen
prior to minor amendment submittal.
Chad is working with King to get
survey done ASAP.
029 Initial P&Z Comments 07/16/15 Team L&P Building Design Change 07/21/15 Tim $73,973 $73,973 A
Revised Pricing Based on Minor
Amendment Resubmittal drawings 8-
24-15.
030 L&P Staff 07/16/15 Team L&P Location Change (ROM pending design) 07/21/15 Chad -$3,200 -$3,200 A
032 L&P Staff 07/16/15 Team Add 5' width to L&P Building 08/20/15 Tim $15,957 $15,957 A
033 None 08/06/15 Team Panel selection 08/20/15 Steve $0 A
Panel is priced as Mesa profile or
equal. Elder to provide color chips
and panel sample. Due 9/11 from
D&S.
034 Site conditions 08/06/15 Team External trench drain / grading design - Range $25,000 to $75,000 depending on design. 08/20/15 Steve $50,000 $50,000 A
Under evaluation. $50,000 is an
allowance until design is complete.
035 Minor Amendment 08/12/15 M/A comments Additional ROW repair per minor amendment comments 08/20/15 Steve/Elder $26,078 $26,078 A
036 Minor Amendment 08/20/15 M/A comments Landscaping at Elm - Add (9) trees. FNF - Ash - could change type. 09/11/15 Tim $10,511 $10,511 A
037 L&P staff 08/24/15 Chad Extend concrete apron on East side to 20' 09/11/15 Tim $22,179 $22,179 A
038 Minor Amendment 09/10/15 Tim Added GC's - schedule change due to added scope 09/14/15 Tim $22,751 $22,751 A
001 Original Proposal 06/24/15 Team Building Alternate # 1 - pre-insulated roof panel 08/04/15 07/09/15 Chad $72,241 $72,241 R
005 Original Proposal 06/24/15 Team HVAC alternate # 1 - in floor radiant heat 08/04/15 07/09/15 Chad $162,650 $162,650 R
006 Original Proposal 06/24/15 Team
HVAC Alternate # 2 - radiant floor heat ground source heat pump. Steve will contact Daniel
to get parameters of design in order to determine if system in the pond will become too large
for existing easement.
08/27/15 08/26/15 Chad $184,168 $184,168 R Rejected on 8-26 conference call
Northern Colorado 970.744.4731 www.elderconstructioninc.com Colorado Springs 719.471.2708