HomeMy WebLinkAboutArchitect's Report.pdf�J
u
Outline
Specifications
for
Garfield County
Community Corrections
Center
Rifle, CO
Prepared by
DESIGNt\
G R O U P
INC.
ARCHETYPE DESIGN GROUP, INC.
8010 State Line #150
Leawood, Kansas 66208
P: 913.341.2356
F: 911642.2847
31 July 2006
TABLE OF CONTENTS
Division Title
1 General Requirements
2 Site Work
3 Concrete
4 Masonry
5 Metals
6 Carpentry
7 Thermal and Moisture Protection
8 Door and Window Hardware
9 Finishes
10 Specialties
11 Equipment
12 Furnishings
13 Special Construction
14 Conveying Systems
15 Mechanical
16 Electrical
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
Division 1 General Requirements
101 Form of Contract
Contracts for construction shall be as designated by the Design/Builder,
102 General Conditions
General Conditions shall be as designated by the Design/Builder,
103 Proposal Validity
The contract proposal provided herewith shall be valid for a period as set forth by the
Design/Builder.
104 Project Schedule
Substantial completion shall be achieved in accordance with Design/Builder's schedule.
105 Design/Build Components
Pre-engineered metal building (PEMB) system, including structure, walls, and roof, shall be
designed by a Colorado licensed engineer. Foundation reactions shall be provided to the
Design/Builder for foundation design.
Fire Suppression System & Fire Alarm System, including all required piping, heads, detectors,
wiring, etc. shall be designed by a Colorado licensed engineer, and shall comply with
requirements of all goveming jurisdictions. Fire suppression system is shown as n NFPA 13R
system; verify conformance with all governing jurisdictions.
106 Liquidated Damages — as set forth by the Design/Builder.
107 Performance Bonds
Performance and Labor and Material Payments Bond(s) may be required by the Design/Builder.
Costs for the same shall be included in proposals.
108 Insurance
All subcontractors shall be required to provide the Design/Builder with a Certificate of Liability
Insurance with limits set forth on the sample at the end of this section. Workman's Compensation
shall be carried in the limits listed, or the State of Colorado limits, whichever is greater.
109 Site
The proposed work is confined to the site as presented in the documents. Site Contractors
represent by submitting a bid that he has reviewed the site conditions and certifies that conditions
are acceptable for work.
110 Soils Engineering
Subsurface soils investigation has been performed on the site. Full compliance with the
Geotechnical Investigation prepared by Yeh & Associates, Inc., dated July 7, 2006 is mandatory,
including compliance with paving sections.
111 Environmental Risks
The Owner shall assume all risk related to the encounter of any environmentally hazardous
materials in, on, or uncontrollably bound for the site.
112 Construction Testing
The Design/Builder shall provide and pay for all construction testing reasonably required by the
architect and code or statute to document the durability of the construction, or as additionally
directed by the Owner/Architect herein. Testing shall be performed by an independent testing lab
as approved by the architect and paid for from an adequate allowance stipulated in the contractor's
bid and schedule of values. Testing shall include but not be limited to 3 compressive cylinder
tests and slump tests for each 50 yards or portion thereof placed in a continuous sequence per day,
moisture and compaction tests for each representative foundation bearing condition, representative
pavement and engineered fill compaction and moisture content tests per 12" lift.
113 Temporary Facilities
It shall be the responsibility of the designated sub -contractor to provide and pay for all temporary
utilities, offices, phones, sanitary facilities, and security and safety equipment required for the
execution of the work.
114 Performance Specifications
Specifications provided herein are to be considered as an outline of the proposed work and not a
final or exclusive list of products that may be incorporated in the project.
115 Codes and Standards
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
The contractor shall provide the illustrated design in conformance will all current applicable
codes, standards, and reviewing authorities; including but not limited to current adopted editions
of the International Building Code, International Fire Code, National Electric Code, NFPA
requirements (including Life Safety and other applicable codes and standards), International
Mechanical Code, International Plumbing Code, International Fuel Gas Code, ASHRAE Design
and Construction Standards, and other applicable state and local codes and standards.
116 Contract Payments
Payment for construction and/or stored or delivered materials shall be due and payable in as
agreed upon by Design/Builder and Contractor.
119 Operations Manual
The Design/Builder shall provide three (3) 81/4" x 11" neatly bound (matching) operations
manuals including all material catalog data, shop drawings, and 11" x 17" as -built drawings for
the Owner's use in managing and maintaining the completed facility. The format for the
Operations Manual shall be as approved by the architect (Examples are available for review at the
office of the same).
120 Warranty
Notwithstanding requirements elsewhere in this specification, the following warranty periods shall
apply from the date of final acceptance:
1. Building Components/Systems not otherwise listed 1 year
2. Roofing System and all appurtenances thereto. 20 years
3. Fans and Motors 5 years
4. HVAC & Refrigerator Compressors 5 years
121 Confidentiality
Notwithstanding requirements in the above referenced AIA documents, this material is the sole
property of Archetype Design Group, Inc. These documents are the confidential property and
contain exclusive designs of Archetype Design Group, Inc. Any use of these documents or the
information contained herein for any reason other than as expressly authorized by Archetype
Design Group, Inc. is strictly prohibited. These documents have been distributed with the
understanding that anyone receiving or otherwise obtaining possession of them will be expressly
notified of their confidential nature.
122 Permits
Each trade shall be responsible to secure and pay for all permits, fees and licenses pertinent to
their trade, and shall include the cost for the same in their proposal to the Design/Builder.
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
Division 2 Sitework
201 Scope
Complete clearing and grubbing, tree removal, rough grading, temporary and permanent storm
drainage, storm drainage structures, earthwork, engineered fill, site paving, water service, sanitary
sewer, gas service, underground electrical secondary service, pavement, lot striping, walkways,
landscaping, and architectural lighting.
202 Demolition
Remove and dispose of off-site in a legal manner all materials to be demolished according to the
drawings and all as required to perform the work.
203 Clearing and Grubbing
Using equipment properly suited to work required, remove pavement, curbs, trees, bushes and
other vegetation (complete with root systems). Dispose of off-site in a legal manner. Stock
appropriate available topsoil for use in final grading. Dispose of excess material off-site in a legal
manner.
204 Earthwork
Perforin earth cut and fill operation disposing of unsuitable material if encountered (off-site
legally). Perform fill operation in even 8" maximum lifts, compacting each material type.
Compaction shall be by repeat passes with roller or other adequate equipment. Compaction
testing shall be performed to adequately prove uniform compaction at building area and perimeter
in accordance the soil bearing capacity required for building foundations, and Proctor Test
Reports for required engineered fill. Granular fill materials below the existing grade shall not be
used. If on-site material is not suitable as compacted fill, as determined by lab tests, suitable
uniform compatible fill shall be obtained from off-site, placed and tested in accordance with
applicable standards, codes and/or ordinances. Remove waste materials, including unacceptable
excavated material, trash, and debris, and dispose of it on Owner's property. Owner will designate
space on-site.
205 Utility Construction
Scope - extend all utilities, including but not limited to sewer, electrical, and gas, as required to
service the new building. Design/Builder shall secure and pay for all taps, meters, service fees,
inspections, and all other costs required to complete utility installations. All work shall conform
to utility company and applicable code standards.
206 Landscaping
Provide xeriscaping as per Design/Build contract. Submit final landscaping plan to Owner for
approval prior to commencement of work. Areas not schedule to receive xeriscaping or all other
disturbed areas shall receive indigenous grass seed.
207 Storm Water Prevention
Design/Builder shall be responsible for developing and complying with the requirements of a
Storm Water Pollutant Prevention Plan (SWPPP), as required by the US Department of EPA. A
copy of the same shall be maintained on-site. Plans reflect a silt screen to be installed at perimeter
of down sloped excavation; provide additional measures as required.
208 Erosion/Pollutant Control
The Design/Builder shall be responsible for reviewing, obtaining, and complying with all
permitting requirements, including notices, monitoring and certifications as required by the State
of Colorado, Department of Natural Resources, US Department of EPA, including the NPDES
(National Pollutant Discharge Elimination System).
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
Geotechnical Investigation and
Pavement Recommendations
Garfield County
Community Corrections Center
Rifle, Colorado
Project No. 26-139
July 7, 2006
Prepared for:
Mr. Paul Stein
Oakview Construction, Inc.
1981 "G" Avenue
Red Oak, Iowa 51566
Prepared by:
Yeh and Associates, Inc.
0170 Mel Ray Road
Glenwood Springs, Colorado 81601
Phone: 970-384-1500
Fax: 970-384-1501
Garfield County Corrections Center Project No. 26-139
TABLE OF CONTENTS
PURPOSE AND SCOPE 1
PROPOSED CONSTRUCTION 1
SITE CONDITIONS 1
SUBSURFACE CONDITIONS 2
SITE DEVELOPMENT 3
FOUNDATION RECOMMENDATIONS 3
RETAINING WALLS 4
SLABS -ON -GRADE 5
SURFACE DRAINAGE 5
PAVEMENT RECOMMENDATIONS 5
Traffic Loading 5
Determination of Resilient Modulus (MR) of Subgrade for Design 6
Asphalt Pavement Thickness Recommendations 6
Concrete Pavement 7
Hot Bituminous Pavement Mix Type 7
Pavement Subgrade Preparation 8
Drainage Considerations 8
LIMITATIONS 9
Appendices
Appendix A — Test Hole Logs
Appendix B — Laboratory Test Results
Appendix C — Pavement Thickness Design
Garfield County Corrections Center Project No. 26-139
PURPOSE AND SCOPE
This report presents the results of our geotechnical investigation and pavement
recommendations for design and construction of the Garfield County Corrections Center in Rifle,
Colorado. The subsurface investigation was conducted to provide recommendations for
foundation design, construction of a commercial structure and pavement recommendations for
drives and parking areas. The findings of our investigation and recommendations for
construction of the proposed building and pavement areas on the subject site are presented in
this report.
The site investigation consisted of geologic reconnaissance and drilling of exploratory
borings to investigate subsurface conditions. The test holes were observed by a representative
of Yeh and Associates. Samples obtained during the field exploration were examined by the
project personnel and representative samples were subjected to laboratory testing to determine
the engineering characteristics of materials encountered.
Based on our investigation, Yeh and Associates completed an engineering analysis of
the subsurface conditions. This report summarizes our field investigation, the results of our
analysis, and our conclusions and recommendations based on the proposed construction, site
reconnaissance, subsurface investigation, and results of the laboratory testing.
PROPOSED CONSTRUCTION
We understand the proposed construction will consist of a one story commercial steel
structure with associated drives and parking areas. The building will likely be supported on a
footing foundation or wall on grade. We understand below -grade areas are not planned for this
structure. Cuts on the order of 4 to 5 feet below existing grade are planned to achieve
foundation elevation. We anticipate minor grading around the building to establish drainage and
flatwork. In the parking areas, cuts on the order of 3 to 4 feet and fills of 9 to 10 feet are
anticipated to achieve subgrade elevation.
SITE CONDITIONS
The site is located north of the Garfield County Road & Bridge Maintenance &
Operations Center at 567 County Road 352 in Rifle, Colorado. The subject site is located
directly north of the existing administration building. Site observations indicated the site was
previously graded and is currently used as a storage yard. The slope on the south side of the
1
Garfield County Corrections Center Project No. 26-139
site adjacent to the administration building was cut at approximately 2H:1 V, thus resulting in the
uncontrolled fill placement in the ravine to the north to attain relatively level storage area. The
site consists of a partially filled ravine in the central portion of the site and ridge in the northern
portion of the site. The site generally slopes down to the north and up to the west to the existing
paved road at grades of less than 15 percent. The site is covered with sandstone outcrops,
weeds, shrubs, trash debris piles, and corrugated metal pipe at the time of our investigation.
SUBSURFACE CONDITIONS
Subsurface conditions were investigated by drilling four exploratory borings. The
approximate locations of the exploratory borings are presented on Figure 1. Test holes (TH-1
and TH-2) were drilled for the proposed building and test holes P-1 and P-2 were drilled for the
proposed parking areas. All test holes were advanced using a CME 55 drill rig with 4 -inch
continuous flight auger to pre -determined depths and/or drill rig refusal where a modified
California sampler or Split Spoon sampler was used to record blow counts and obtain samples.
To perform the modified California penetration resistance tests, a 2.0 -inch inside
diameter sampler was seated at the bottom of the bore hole, then driven up to 12 inches with
blows of an automatic standard hammer weighing 140 pounds and falling a distance of 30
inches (ASTM D1586). The number of blows (Blow Count) required to drive the sampler 12
inches or a fraction thereof, constitutes the N -value. The Split Spoon sampler has an 2.0 -inch
outside diameter and is performed in the same manner. The N -value, when properly evaluated,
is an index of the consistency or relative density of the material tested. Bulk samples were also
obtained from the test holes. The results are shown on Appendix A.
The subsoils encountered in the borings consisted of 0 to 4.5 feet of fill, 1.5 to 6.5 feet of
natural sandy silt and clay underlain by sandstone bedrock. Bedrock was encountered at the
ground surface in boring TH-2. The fill consisted of silty sand and was medium dense. The silt
and clay was stiff to very stiff. The sandstone bedrock was hard to very hard with varying
degrees of cementation. Claystone bedrock layers were encountered but were generally less
than 4 inches thick. The natural silt and clay samples tested had 58 to 85 percent fines
(material passing the No. 200 sieve). Atterberg limit test results indicated the silt and clay had
liquid limits of non -liquid to 28 percent and plasticity indices of non -plastic to 10 percent. One
silt sample from a depth of 4 feet exhibited compression of 4.3 percent when wetted under an
2
Garfield County Corrections Center Project No. 26-139
applied pressure of 1,000 psf. The laboratory test results are presented in Appendix B and are
summarized in the Summary of Laboratory Test Results table.
Groundwater was not encountered in the test holes and the subsoils were slightly moist.
Variations in groundwater conditions may occur seasonally. The magnitude of the variation will
be largely dependent upon the amount of spring snowmelt, duration and intensity of
precipitation, local landscape irrigation practices, site grading changes, and the surface and
subsurface drainage characteristics of the surrounding area. Perched water tables may be
present, but were not encountered in these borings.
SITE DEVELOPMENT
We understand cuts of about 3 to 5 feet may be necessary to reach foundation level.
Cuts of 3 feet and fills of 9 feet are estimated to achieve subgrade elevations. Existing fill was
encountered during our investigation. We recommend all existing fill below improvements be
removed, moisture conditioned and recompacted. Existing fill can be reused in new fills
provided the materials are free of organics and debris. Very hard sandstone bedrock was also
encountered within the building area. Excavation of the sandstone bedrock may require heavy
ripping and/or blasting.
Areas to receive fill should be stripped of vegetation, organic soils and debris. The on-
site soils free of organic matter, debris and rocks larger than 6 inches can be used in fills. Fill
should be placed in thin, loose lifts of 8 inches thick or less, moisture conditioned to 0 to 3
percent above optimum moisture content and compacted to at least 95 percent of maximum
standard Proctor dry density (ASTM D 698). Placement and compaction of fill should be
observed and tested by a geotechnical engineer. A geotechnical engineer should observe the
base of all excavations to determine if complete removal of the existing fill was achieved prior to
new fill placement.
FOUNDATION RECOMMENDATIONS
Based on the materials encountered in the test holes and our laboratory test results, we
anticipate foundation soils would consist of low swelling soils or bedrock or similar properly
compacted fill. We believe there is a low risk of swell and hydrocompaction of the subsoils and
therefore a low risk of foundation movement due to swelling or collapsible soils. We believe the
structure can be supported either on a footing foundation or wall on grade constructed on the
3
Garfield County Corrections Center Project No. 26-139
undisturbed natural soils and/or properly placed fill. Improvements and foundations should not
be placed on existing fill materials. Recommended design and construction criteria for footing
and wall on grade foundations are presented below.
1. Foundations should be constructed on undisturbed, natural soils. Foundations
should not be placed on existing, uncontrolled fill. Loose, disturbed soils
encountered at foundation level should be removed and replaced with compacted fill
or the foundation should be extended to undisturbed soils.
2. Footing foundations can be designed for a maximum allowable soil pressure of 2,500
psf. The design pressure may be increased by 1/3 or as allowed by local code when
considering total loads that include wind or seismic conditions.
3. Continuous wall footings should have a minimum width of at least 16 inches.
Foundation pads for isolated columns should have a minimum dimension of 20
inches.
4. Resistance to sliding at the bottom of the footing can be calculated based on a
coefficient of friction of 0.35. Passive pressure against the side of the footing can
also be considered for the sliding resistance if it is properly compacted. Passive
pressure can be estimated based on an equivalent fluid density of 250 pcf for a level
backfill.
5. Grade beams and foundation walls should be reinforced to span undisclosed loose
or soft soil areas. We recommend reinforcement sufficient to span an unsupported
distance of at least 10 feet.
6. The soils below exterior footings or exterior edges of slabs should be protected from
freezing. We recommend the bottom of footings be constructed at least 3 feet below
finished exterior grade or as required by local municipal code.
7. All foundation excavations should be observed by an experienced engineering
geologist or geotechnical engineer prior to placement of concrete.
RETAINING WALLS
If site retaining walls are planned, retaining walls should be designed for lateral earth
pressure. Walls that can deflect or rotate about 0.5 to 1 percent of the wall height can be
designed for "active" earth pressure conditions. For a very rigid wall where negligible deflection
will occur, an "at -rest" lateral earth pressure condition can be used. Typically, retaining walls
can rotate under normal design loads, and deflections result in acceptable performance.
If on-site soils are used as backfill, we recommend using an equivalent fluid density of
4
Garfield County Corrections Center Project No. 26-139
45 pcf for design of below grade walls for "active" conditions. The equivalent density does not
account for sloping backfill, surcharges or hydrostatic pressure. This value assumes that some
minor cracking is acceptable. If negligible deflections are desired, an equivalent fluid density of
60 pcf should be used for design.
SLABS -ON -GRADE
Silty and sandy soils were encountered below anticipated floor slabs and drives. These
materials are generally favorable to support slab -on -grade floors and flatwork. Slab -on -grade
construction is considered acceptable for use when subgrade soils consist of the on-site soils,
provided that design and construction recommendations are followed.
The on-site soils, free of organics and debris, are suitable to support lightly loaded slabs -
on -grade. Slabs should be separated from all load bearing walls and columns with expansion
joints that allow minor vertical movement. Control joints should be used to reduce damage from
shrinkage cracking. All fill below slabs should be compacted to at least 95 percent of maximum
standard Proctor dry density at 0 to 3 percent above optimum moisture content.
SURFACE DRAINAGE
Surface drainage is crucial to the performance of foundations and flatwork. We
recommend the ground surface surrounding the building be sloped to drain away from the
structure. We recommend a slope of at least 6 inches in the first 10 feet for landscape areas
and a minimum slope of 0.5 percent for paved areas. Backfill around foundations should be
moisture conditioned and compacted as recommended in the SITE DEVELOPMENT section.
Roof downspouts and drains should discharge beyond the backfill area.
PAVEMENT RECOMMENDATIONS
Traffic Loading
20 -year, 18 -kip design Equivalent Single Axle Loads (ESALs) were estimated based on
our experience with similar projects. Table 1 shows the ESALs used for design of the entry
drives and parking. Complete calculations of the design ESALs for both flexible pavement and
rigid pavement are shown in Appendix C.
5
Garfield County Corrections Center Project No. 26-139
Table 1 - Desi.n E.uivalent 18-ki. Sin.le Axle Loads ESALs
Garfield County Corrections Center
Drives and Parking Areas
10,000
Determination of Resilient Modulus (MR) of Subgrade for Design
Based on laboratory test results, we estimated an R -value of 12 for the A-4 soils in the
project area. From this R -value, the resilient modulus was calculated using Equations 2.1 and
2.2 from the CDOT 2005 Pavement Design Manual. The resulting resilient modulus was 3,803
psi. The pavement design program DARWin version 3.1 was employed to determine the
AASHTO pavement thickness designs.
Asphalt Pavement Thickness Recommendations
A composite pavement design using a combination of asphalt concrete and Class 6
Aggregate Base Course is presented. Pavement section thickness was determined in
accordance with the 2005 CDOT Pavement Design Manual. The parameters for the preliminary
pavement design are shown below:
Table 2 — Pavement Desion
It
I O � ��"• G`OI•Oa�® Sl•ns',=tr,-
ea '" Dalt
Initial Serviceability
4.5
Reliability Level, %
80
Terminal Serviceability
2.5
Overall Standard Deviation
0.44
Construction Stage
1
20 Year Design ESALs
10,000
Str. Layer Coeff. — Asphalt Mix
0.44
Str. Layer Coeff. — ABC
0.12
The results of the equivalen pavement thickness designs are shown in Appendix C and
summarized below.
Table 3 — Recommended Pavement Sections
Drives and Parking Areas
Full Depth HBP
Desi • nit e
t; `ears)
20
4.5" HBP
HBP + ABC
20
3"HBP+6"ABC
6
Garfield County Corrections Center Project No. 26-139
Concrete Pavement
We recommend concrete pavement for areas where heavy trucks with tight turning
areas are planned. These areas typically include trash pickup and delivery locations. Table 4
shows the recommended pavement thickness for these areas.
Table 4 —Recommended Concrete Thicknesses
Truck Drives, Trash and Delivery Areas
The design for concrete pavement was determined based on placement directly on the
existing natural subgrade materials, but in order to provide drainage and also an adequate
working platform for construction, we recommend that at least 4 inches of ABC Class 6 be
placed on the subgrade prior to construction of the concrete pavement.
Hot Bituminous Pavement Mix Type
For the asphalt mix, we recommend that the asphalt mix meet Grading SX (100) criteria
in accordance with the current CDOT Specifications. The SuperPave Gyratory Revolutions
(Ndes) for the asphalt mix should be 100. A performance graded binder meeting the
requirements of PG 58-28 is recommended for the SX(100) mix. The PG 58-28 is not a polymer
modified asphalt and is recommended to prevent rutting. This binder provides 96 percent
reliability against rutting and 98 percent reliability against low temperature thermal cracking to
accommodate slow moving and stop and go traffic.
Regardless of the pavement chosen, the asphalt mix for asphalt pavement should be
placed in 2 to 3 inch lifts. We recommend that if construction is delayed for winter, the lower 3
inch lift could carry traffic over the winter and the final lift could be placed in the following spring.
However, pavement rutting and excessive distress could occur if the lower lift is subjected to
heavy wheel loading or high turning moments.
Aggregates for hot plant mix bituminous pavement should be of uniform quality,
composed of clean, hard, durable particles of crushed stone, gravel, or slag. Excess of fine
7
Garfield County Corrections Center Project No. 26-139
material should be wasted before crushing. The specified gradation for a Grading SX is shown
below:
Table 5 — Specifications of Gradation for the Grading SX
S MIStr j
P rce"#'Passing '
1'/"
1"
3/4"
100
1/2"
90-100
3/8"
#4
#8
28-58
#30
#200
2-8
Pavement Subgrade Preparation
Prior to placing subbase or aggregate base course and asphalt pavement, the entire
subgrade area should be scarified to a depth of 12 inches and recompacted to the specified
relative compaction with a moisture content in accordance with the CDOT Standard
Specifications for Road and Bridge Construction. In locations where the in-place subgrade
contains more than 40 percent minus No. 200 sieve material, a separator fabric conforming to
CDOT Separator Geotextile Class B should be installed prior to placing the subbase. Based on
our investigation, a separator fabric may be necessary for a portion of the site near Boring TH-1.
Imported fill material should be compacted in thin lifts to within 2 percent of optimum moisture
content in accordance AASHTO T 99 or T 180. As noted above, the ABC should have a
minimum R -value of 77. For all layers, drainage needs to be addressed during construction to
prevent ponding of water and provide for ease of construction. The pavement subgrade and
each layer ABC should be proof rolled with a heavily loaded pneumatic -tire vehicle. Areas
which deform more than 0.5 inch under heavy wheel loads should be removed, replaced if
necessary and reworked to achieve a stable subgrade prior to paving. We recommend that
proof rolling and compaction tests be performed under the direct supervision of a representative
of the geotechnical engineer.
Drainage Considerations
The collection and diversion of surface drainage away from paved areas is critical to the
satisfactory performance of the pavement. Proper drainage design should include prevention of
ponding of water on or immediately adjacent to pavement areas. All landscape sprinkler heads
8
Garfield County Corrections Center Project No. 26-139
and lines adjacent to pavement areas should be frequently checked for leaks and maintained in
good working order. Over -spray from sprinklers should be minimized. Concentrated runoff
should be avoided in areas susceptible to erosion and slope instability.
LIMITATIONS
The analyses and recommendations presented in this report are based upon our data
obtained from the test holes at the indicated locations, field observations, laboratory testing, our
understanding of the proposed construction and other information discussed in this report. It is
possible that subsurface conditions may vary between or beyond the points explored. The
nature and extent of such variations may not become evident until construction. If variations
appear, we should be contacted immediately so we can review our report in light of the
variations and provide supplemental recommendations as necessary. We should also review
the report if the scope of the proposed construction, including the proposed loads, finished
elevations or structure locations, change from those described in this report. The conclusions
and recommendations contained in this report shall not be considered valid unless Yeh and
Associates reviews the changes and either verifies or modifies the conclusions of this report in
writing.
The scope of services for this project did not include, specifically or by implication, any
environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or
prevention of pollutants, hazardous materials or conditions or biological conditions. If the owner
is concerned about the potential for such contamination, conditions or pollution, other studies
should be undertaken.
Respectfully Submitted,
YEH AND ASSOCIATES, INC.c%
c,O
Richard D. Johnson, P.
Senior Geotechnical Eng
35832 0�
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15
SCALE: 1" = 30'
ND
Approximate Location
of Test Holes
Indicates temporary
benchmark on manhole,
'Assumed Elev = 5601'±
based on plans provided
Approximate Test Holes
Locations
Project No. 26-139 Figure 1
APPENDIX A
TEST HOLE LOGS
��I'YEH AND ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING CONSULTANTS
Project: Garfield County Corrections Facility
Project Number 26-139
Legend for Symbols Used on Borehole Logs
Sample Types
Modified California Sampler. The symbol 16/12 indicates that 16 blows from a 140 pound
hammer falling 30 inches was used to drive 2 -inch I.D. sampler 12 inches.
.Split Spoon Sampler. The symbol 15/12 indicates that 15 blows from a 140 pound hammer
falling 30 inches was used to drive 1.5 -inch I.D. sampler 12 inches.
Bulk sample was obtained from auger cuttings at the depths indicated.
Lithology
Fill, Sand, silty, medium dense, slightly moist, red, tan, brown (SM).
SILT, sandy, slightly moist, stiff to very stiff, brown (ML).
CLAY, silty to sandy, slightly moist, very stiff, brown (CL).
j
T
Project No, 26-139
BEDROCK. Sandstone, silty, varying degrees of cementation, occasional claystone layers
(less than 4 inches thick), slightly moist, hard to very hard, white, light gray.
Indicates practical drill rig refusal.
Figure A-1
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Elevation: 5606.6 ft
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Elevation: 5605.4 ft
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Garfield County Corrections Facility
Figure No. A-2
Project Number: 26-139
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LABORATORY TEST RESULTS
Summary of Laboratory Test Results
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Drawn By: RDJ
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Checked By: RDJ
IJob No:
26-139
Project Name:
Garfield County Corrections Facility
Figure B-2
VLu 2 A ccnrr a TTS cc rxrr
APPENDIX C
PAVEMENT THICKNESS DESIGN
TRAFFIC LOADING using Volume
Garfield County Corrections Facility
Current ADT
Projected ADT
Average ADT
4 Flexible Pavement
C Rigid Pavement
Anticipated Traffic
Combination Trucks
Single Unit Trucks
Cars & Light Trucks
Total ESAL
Lanes per direction
Lane Factor
Design ESAL
vehicles per day
00'vehicles per day
400 vehicles per day
100%
15,943
0.6
Project No. 26-139
Design Life = years
Separate Equivalency Equivalent
ADT Factor ADT
0
4
396
400
lane(s)
1.087
0.249
0.003
0
1
1
2
1993 AASHTO Pavement Design
DARWin Pavement Design and Analysis System
A Proprietary AASHTOWare
Computer Software Product
Flexible Structural Design Module
Garfield County Corrections Facility
Full Depth
Flexible Structural Design
18 -kip ESALs Over Initial Performance Period 10,000
Initial Serviceability 4.5
Terminal Serviceability 2.5
Reliability Level 80 %
Overall Standard Deviation 0.44
Roadbed Soil Resilient Modulus 3,803 psi
Stage Construction 1
Calculated Design Structural Number 1.93 in
Laver
1
Total
Material Description
Full Depth Asphalt
Specified Layer Design
Struct Drain
Coe£ Coef. Thickness Width Calculated
(Al)(Mi) (Di)(in) /ID SN (in)
0.44 1 4.5 16 1.98
4.50 - 1.98
Page 1
1993 AASHTO Pavement Design
DARWin Pavement Design and Analysis System
A Proprietary AASHTOWare
Computer Software Product
Flexible Structural Design Module
Garfield County Corrections Facility
Composite Design
Flexible Structural Design
18 -kip ESALs Over Initial Performance Period 10,000
Initial Serviceability 4.5
Terminal Serviceability 2.5
Reliability Level 80 %
Overall Standard Deviation 0.44
Roadbed Soil Resilient Modulus 3,803 psi
1 Stage Construction 1
I Calculated Design Structural Number 1.93 in
Specified Layer Design
Struct Drain
Coef. Coef. Thickness Width Calculated
Laver Material Description (Ai) Mi (Di)(in) (fes SN (in)
1 ABC Class 6 R>78 0.12 1 6 16 0.72
2 I-1 MA 0.44 1 3 16 1.32
Total 9.00 2.04
Page 1
Division 3 Concrete
301 Scope
Contractor shall provide all material, equipment, and labor for concrete work in compliance with
the applicable building codes and conforming to specifications, applicable codes, and
recommendations of the American Concrete Institute. Work shall include, but not be limited to,
foundations, building floor slab, slab -on -grade, concrete curbs and gutters, commercial entry/exit
drives, and concrete walks (as designated on the construction drawings).
302 Structural Concrete Foundations
Follow ACI and building code requirements. Place concrete only on undisturbed earth or
approved compacted fill. Provide compressive strength mix as required by the Structural
Drawings. Submit mix designs for approval.
303 Concrete Slab on Grade/Paving
Follow ACI and building code requirements. Footings and Interior slabs shall be as noted on the
structural drawings over 6 mil polyethylene vapor barrier and 4" min. graded -fill leveling course
with reinforcing as shown. Cut floor control joints 1/3 slab depth at spacing as shown and in
accordance with approved submittal. Exterior concrete pavement shall be per geotech report and
site details. Submit complete concrete joint diagrams for approval prior to placement of any
portion of concrete slab. All exterior concrete shall receive a Light broom finish.
304 Reinforcement
Provide ASTM 615, Grade 60 reinforcing bars, Grade 60s ties, ASTM A 82 plain, cold/drawn
steel wires, ASTM 185 welded steel wire fabric, and other necessary reinforcement of comparable
quality and strength, or per structural drawings.
305 Concrete Design and Materials
Provide one brand of cement through entire project with normal weight aggregates from a single
source for exposed concrete. Water is to be drinkable and all admixtures must be compatible and
comply with ACl/ASTM standards.
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
Division 4 Masonry
401 Scope
Work shall include architectural split face concrete masonry unit veneer or approved equal.
Masonry construction shall include all applicable anchors, mortar, grout, etc. All construction is
to be in accordance with the recommendations set forth by the Masonry Institute and the Brick
Institute of America.
402 Split Face Concrete Masonry Unit Veneer
Construct CMU veneer in accordance with the construction documents. All mortar joints shall be
uniform in width, depth, and appearance. Provide flashings and counter -flashings to assure
weather -tight envelope. Grade of units shall be per local requirements.
403 Masonry Anchors
Masonry anchors shall be of size and strength capable of sustaining the required structural loads.
Contractor shall submit details for approval prior to the construction of any masonry work.
405 Masonry control and Expansion Joints
Notwithstanding inclusion or omission of masonry joint plans, elevations, sections, and details in
the construction documents, provide masonry -to -masonry and masonry -to -adjacent construction
joints, including joint accessories, sealants, and filler in accordance with the recommendations of
the Masonry Institute. Submit details for approval prior to any masonry construction work.
406 Cast Stone
Provide reinforced cast stone caps per construction documents or equal. Color shall be as
approved by owner.
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
Division 5 Metals
501 Scope
Work includes, but is not limited to anchors and embeds.
502 Structural Steel Embeds and Miscellaneous Steel and Accessories
Provide 36 KSI angle supports, lintels, brackets, and other miscellaneous structural steel
assemblies and accessories as required. Engineer all assemblies in accordance with codes and
applicable ASCI standards.
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
Division 6 Wood and Plastics
601 Scope
Work in this section includes but is not limited to rough carpentry required for structural and
accessory installation blocking (including but not limited to toilet and specialty/accessory
blocking), and related work shown or required. Provide FRTW as required and as limited for IBC
Type II -B construction.
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
Division 7 Thermal and Moisture Protection
701 Scope
Work includes, but not limited to insulation for foundation perimeter, flashing, counter flashings;
caulking and sealant; ground moisture vapor barrier, and roofing system.
702 Acoustic Insulation
At toilets room, sleeping rooms and other rooms indicated, provide full depth acoustical sound
attenuation batts to fill wall cavity to full height and width.
703 Ground Moisture Vapor Barrier
At all interior slab -on -grade locations in direct contact with earth, provide 6 mil Visqueen or equal
polyethylene sheet vapor barrier. Sheets shall be installed continuous to the extent practical.
Joints shall be sealed continuous to the extent practical with compatible tape of weight and
durability not Less than vapor barrier.
704 Caulking and Sealants
Provide interior and exterior materials in accordance with following schedule:
-Interior latex finished materials: latex caulk
-Exterior joints: two part polyurethane (non -sag)
-Interior factory finished materials: silicon sealant
705 Roof Insulation
Provide PEMB standard roof insulation system with a LTTR of not less than 30. Provide all
accessory items required to complete the system.
706 Foundation Perimeter Insulation
Provide 2"x24" EPS (Expanded Polystyrene) rigid perimeter insulation equal to at exterior face of
foundation walls/trench footings. Set top at finish grade. Secure in place for concrete placement.
707 Roofing
Provide standing seam metal roof equal to Butler Mfg. "VSR" system, 24 gage steel, complete
with all required accessories, including eave trim, soffit panels, overhang beams, eave struts,
sealants, gable trim, adapters and ice clips continuous at entire perimeter per manufacturers
standard details. Roof system shall carry a 20 year warranty.
Roof finish shall be galvanized (G-90 coating), per ASTM Specification A653, and painted with
standard Butler -Cote®, a full strength, 70% Kynar 500® fluoropolymer coating. Manufacturer
shall warrant that coatings shall not blister, peel, crack, chip, or experience material rust through
for 25 years. Chalking shall not exceed #8 - ASTM and fading shall be 5DE Color Difference
Units or less for a period of 25 years. Roofing material shall be installed on vapor barrier as
recommended by manufacturer.
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
Division 8 Doors and Windows
801 Scope
Work includes, but not limited to site installed aluminum window storefront system; interior
rated/non-rated hollow metal doors and hollow metal frames, exterior galvanized, insulated metal
doors; insulated reflective glazing; and door/frame hardware.
802 Hollow Metal Doors
Provide rated/non-rated hollow metal doors for painted fmish equal to Steelcraft L -Series
complying with UBC 7-2 1997 and UL 10C. Doors with light openings shall have manufacturer's
standard fire -rated opening system. Provide gage per drawings. Prep for hardware as required.
803 Hollow Metal Doors
Provide rated/non-rated hollow metal doors for painted finish equal to Steelcraft L -Series
complying with UBC 7-2 1997 and UL 10C. Doors with light openings shall have manufacturer's
standard fire -rated opening system. Provide gage per drawings. Prep for hardware as required.
804 Wood Doors
Provide rated/non-rated wood doors as manufactured by. Finish fmish as selected.
805 Hardware
Provide door hardware in accordance with the material schedule at the end of this section.
Approved Manufacturers:
ABB NAME PRODUCTS
IVE Ives Manufacturing Flushbolts, stops, hinges
LCN LCN Company Closures
LOC Locknetics Electric Locking devices
RES Reese Enterprises, Inc. Weatherstripping
SCH Schlage Lock Co. Locksets
VD Von Duprin Exit Devices
806 Aluminum Storefront Windows / System
Provide EFCO or Kawneer System 450, 4 %" window storefront system with door and integral
closer where required in midnight bronze colored finish. Pre -finished frames shall have thermal
break and glazing in color -tinted fmish as selected by owner. Provide tempered glazing as
shown/required. Provide insulated Low -E, bronze reflective glazing where shown.
807 Miscellaneous Glazing
Provide select mirrored, reflective glazing at Control Room as shown. Provide clear as shown.
Provide wire -glass in rated openings as required.
HARDWARE SCHEDULE
Set 1 (Doors 101-1, 104-1, 112-1)
(1.5) Pr. Hinges IVE 5BB1 652
(1) Privacy Set SCH AL4OS 626 SAT
(1) Closer 4040 LCN ALUM (Omit @ 104-1)
(I) Smoke Seal RES (Omit @ 104-1)
Set 2 (100-2, 102-2, 108-1, 109-1, 110-1, 111-1, 113-1)
(1.5) Pr. Hinges IVE 5BB1 652
(1) Office Set SCH AL50PD 626 SAT
(1) Closer LCN 4040 ALUM (Omit @ 113-1)
(I) Smoke Seal RES (Omit @ 113-1)
Set3 (105-1, 106-1, 115-1, 115-2)
(1.5) Pr. Hinges IVE 5BB1 652
(1) Passage Set SCH AL1OS 626 SAT
(1) Closer LCN 4040 ALUM
(1) Smoke Seal RES
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
Set 4 (M-1 thru M-11, F-1 thru F-4)
(1.5) Pr. Hinges IVE— (1) 5BB1 + (2) 5BBI Spring Hinges 652
(I) Passage Set SCH ALIOS 626 SAT
(I) Smoke Seal RES
Set 5 (107-1, 117-1, 118-1, 119-1, 123-1, 124-1, 125-1)
(1.5) Pr. Hinges IVE 5BBI 652
(1) Storage Set SCH AL80PD 626 SAT
(1) Closer LCN 4040 ALUM (Omit @ 117-1, 118-1)
(1) Smoke Seal RES (Omit @ 119-1)
(1) Weatherstrip RES 796C -42x84 (@ 119-1 only)
(1) Threshold RES S204A-42 (@ 119-1 only)
(1) Sill Sweep RES 323C-42
(1) Drip Cap RES R201A-46
Set 6 (M100-1, M100-2, F100-1, F100-2)
(1.5) Pr. Hinges IVE 5BB1 652
(1) Lockset SCH XXXX (Keyed on non -housing side, always locked on housing side)
(1) Electric Strike VD 6212 (configurable for fail safe/secure, w/ power supplies & momentary contact
switches)
(1) Closer LCN 4041 ALUM
(1) Smoke Seal RES
Set 7 (114-1, 120-1)
(1.5) Pr. Hinges IVE 5BBI 652
(1) Exit Device VD (keyed exterior, crash bar interior, with dogging)
(1) Closer LCN 4040 ALUM
(1) Weatherstrip RES 796C -36/42x84
(I) Threshold RES S204A-36/42
(I) Sill Sweep RES 323C-36/42
(I) Drip Cap RES R201A-40/46
Set 8 (100-1, by aluminum storefront supplier)
(1.5) Pr. Hinges
(I) Exit Device (keyed exterior, crash bar interior, with dogging)
(1) Closer
(1) Weatherstrip
(1) Threshold
(1) Sill Sweep
Set 9 (103-1, 105-2, 116-1, 116-2)
(1.5) Pr. Hinges IVE 5BBI 652
(1) Lockset SCH AL Series (103-1: always locked inside, keyed outside; 116-1, 116-2: keyed both sides)
(1) Electric Strike VD 6212 (with power supplies, momentary contact switch)
(1) Closer LCN 4040 ALUM
(1) Smoke Seal RES (Omit @ 103-1)
Set 10 (M100-3)
(1.5) Pr. Hinges IVE 5BBI 652
(1) Exit Device VD "GuardX" 2670 ALUM (Keyed exterior, local alarm interior when opened)
(1) Closer LCN 4040 ALUM
(1) Weatherstrip RES 796C -36x84
(1) Threshold RES S204A-36
(1) Sill Sweep RES 323C-36
(1) Drip Cap RES R201A-40
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
Division 9 Finishes
901 Scope
Work includes, but not limited to site applied and installed flooring, paint, architectural coatings
and suspended acoustical and gypsum board ceilings.
902 Architectural Flooring
902.1 Vinyl Base - 4" x 1/8" vinyVrubber base by Johnsonite as selected.
902.2 Ceramic Tile — Equal to Dal -Tile, standard 4x4, manufactured for specific applications,
including all auxiliary materials to complete described work, including bull nose tiles,
floor base tiles, etc. Bonding agent shall be compatible with substrate and be conducive
to final use. Seal grout with compatible sealer.
902.3 VCT — 12x12x1/8" vinyl composition tiles, equal to Armstrong Standard EXCELON
902.4 Carpet — 28 oz., commercial grade, level loop — ALLOWANCE: $15.00 SY, installed.
902.5 Wax — Provide minimum (3) coats of commercial quality compatible floor wax on VCT
after substantial completion, immediately prior to occupancy.
903 Coatings
903.1 Interior doors/fames: Sherwin Williams or equal latex enamel system.
903.2 Gypsum Drywall to receive eggshell Alkyd Enamel Finish (Walls): 1 coat interior latex -
based primer, 2 coats interior eggshell odorless alkyd enamel.
904 Acoustical Lav -In Ceilings
Provide 2' x 4', standard fissured Armstrong in 1-1/2" ceiling grid.
905 Suspended Gypsum Board System
Provide furring runners, channels, tees, wall tracks, hangers, etc. for a complete system, equal to
Chicago Metallic 640 -C/66 -C system, meeting ASTM C635 requirements and local seismic
conditions.
906 Drywall Partition System
Provide metal studs of not less than 20 gauge at 16" o.c. (or as required by drawings) with 5/8"
Type X gypsum board; finished smooth at horizontal soffits, provide Light orange -peel finish on
all walls; paint finish; provide cement backer board for tile applications; provide WR in other
designated areas.
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
Division 10 Specialties
1000 Scope
Work includes, but is not limited to toilet & shower accessories, toilet partitions and fire
extinguishers.
1001 Toilet & Shower Accessories
A. Bobrick B-685, Single Roll, toilet paper holder at each water closet
B. Bobrick B-21 I2, soap dispenser @ Staff and Public Toilets
C. Bobrick B-1556, Mirror, 24"x36", stainless steel face
D. Bobrick B-68xx Series grab bars, including "L" shape for accessible showers
E. Bobrick B-2620 Series, surface mtd. paper towel dispenser @ Staff and Public Toilets
F. Bobrick B-5181 Series folding shower seat for each accessible shower
G. Imperial Linen Staph Chek shower curtains, breakaway hanging system and track.
1002 Fire Extinguishers
Provide Multipurpose Dry Chemical Type (UL -rated 2-A:10:B:C, 10-1b. nominal capacity) in
enameled steel container. Provide quantity per NFPA Standard 10 and/or per jurisdictional
authorities. Quantities and location shown on the drawings are estimates only. Contractor shall
be responsible for verifying exact quantities, types and locations, and providing the same.
Provide mounting brackets designed to prevent accidentally dislodging extinguisher, of sizes
required for type and capacity of extinguisher indicated, in plated finish. Provide fire extinguisher
cabinets of suitable size for housing fire extinguishers of types and capacities. Provide
manufacturers standard enameled steel box with trim, frame, door, lock, and hardware to suit
cabinet type, trim style, and clear door. Weld joints and grind smooth. Miter and weld perimeter
door frames. Cabinets shall be UL -listed with UL marking in accordance with rating of wall
where it is installed.
1003 Toilet Partitions
Provide High Density Polymer (HDP) equal to General Partitions Mfg. Corp, Series 40, floor/wall
supported with head rail. All partition materials shall be lin. thick, solid high density
polyethylene formed under pressure. Hardware shall be manufactures standard aluminum system.
Panels shall be anchored to pilasters with a continuous bracket. Panels and pilasters are anchored
to the wall with continuous brackets. Pilaster trim shall be 3" high stainless steel. All hardware
and fittings shall be secured with vandal -proof sex bolts of proper length.
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
Division 11 Equipment
1 100 Refer to drawings for miscellaneous equipment.
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
Division 12 Furnishings
1200 NOT USED
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
Division 13 Special Construction
1300 Scope
Contractor shall provide all material, equipment, and labor necessary in the erection of the Pre -
Engineered Metal Building (PEMB) System and all of its components; including but not limited to
structural design and engineering, primary framing members, secondary framing members, and
miscellaneous materials as required by the construction documents. ALL PANELS, TRIMS,
SOFFITS, COPINGS, FLASHINGS, COUNTER- FLASHINGS, CLOSURES, ETC. ARE TO
BE PROVIDED BY THE PRE-ENGINEERED METAL BUILDING MANUFACTURER TO
INSURE COMPATABILITY WITH SPECIFIED WALL PANELS, ROOF PANELS, AND
OTHER MATERIALS NOT NECESSARILY PROVIDED BY THE SAME TO INSURE A
WEATHERTIGHT STRUCTURE.
1301 Pre -Engineered Metal Building (PEMB)
General
Design of the structural system shall be a clear -span rigid frame with straight columns and roof
beams; with a 3:12 pitched gable roof system, with miscellaneous 6:12 gabled covered entries.
All erection drawings shall carry the stamp of a registered professional engineer licensed to
practice in the state of Colorado. All reactions shall be calculated for no more than %" frame
deformation and shall be supplied by the building manufacturer to the Architect before proceeding
with the work.
Structural Steel Desizn
All structural mill sections or welded -up plate sections shall be designed in accordance with the
International Building Code, 2003 Edition, and the 9th Edition AISC "Specification for the
Design, Fabrication, and Erection of Structural Steel for Buildings". All cold formed steel
structural members shall be designed in accordance with the 1996 AISI "Specification for the
Design of Cold -Formed Steel Structural Members." The structural system shall be designed in
accordance with all applicable codes and standards. Bracing shall be located as required.
Primary Framing
Rigid frames shall consist of welded -up plate section columns and roof beams complete with
necessary splice plates for bolted field assembly. All base plates, cap plates, compression splice
plates, and stiffener plates shall be factory welded into place and have the connection holes shop
fabricated. Columns and roof beams shall be fabricated complete with holes in webs and flanges
for the attachment of secondary structural members and bracing except for field work as noted on
manufacturer's erection drawings. All bolts for field assembly of frame members shall be A-325
high strength bolts as indicated on erection drawings.
Endwall structurals shall be cold -formed channel members designed in accordance with the 1996
AISI Specification or welded -up plate sections designed in accordance with the 9th Edition AISC
Specificaton. Endwall frames shall consist of endwall comer posts, endwall roof beams and
endwall posts as required by design criteria. All splice plates and base clips shall be shop
fabricated complete with bolt connection holes. All base plates, cap plates, compression splice
plates and stiffener plates shall be factory welded into place and have the connection holes shop
fabricated. Beams and posts shall be shop fabricated complete with holes for attachment of
secondary structural members except for field work as noted on manufacturer's erection drawings.
Intermediate frames shall be substituted for endwall roof beams when specified. Necessary
endwall posts and holes for connection to the intermediate frame used in the endwall shall be shop
fabricated.
Secondary Structural Members
Secondary structural members for roof purlins shall be "Z" shaped, precision roll formed.
Design Loads
The Pre -Engineered Building shall be designed in accordance with all applicable codes and
standards as well as the design loads indicated on the structural drawings.
1302 Wall Panel System
Provide 6", 24.8 r -value, pre -insulated structural steel core panels equal to Koreteck®, with 20
gage galvanized corrugated structural core with top and bottom 18 gauge galvanized steel tracks,
embedded in expanded polystyrene complete with all mounting tracks, fasteners, and comer
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
connectors. Panels shall be "Stucco Ready" for application synthetic stucco equal to Senergy®
finish system. Application of finishes shall be compliant with manufacturers recommended
installation procedures. Install panels per manufactures requirements, based on local governing
jurisdiction code requirements.
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
Division 14 Conveying Systems
1401 NOT USED
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
Division 15 Mechanical Systems
CONTRACT DOCUMENTS and REQUIREMENTS
The Work of this Agreement shall include but shall not be limited to all labor, fringe benefits, materials, tools,
equipment, plant, supplies, samples, shop drawings, layout, handling, storage, hoisting, distribution, protection,
transportation, supervision, contributions, coordination, compliance with all agencies (City, County, State and
Federal), taxes, insurance, overhead, profit and all other services and facilities necessary for the performance of the
Work as shown, detailed, and/or implied by the following documents and as defined herein.
The Subcontractor acknowledges that the Contract Documents are not necessarily fully coordinated or 100%
complete and accepts the responsibility to thoroughly review and analyze the complete set of Contract Documents
to provide a complete system at no additional costs. This Subcontractor shall provide all labor, material and
equipment not specified or not shown on the drawings but reasonable and inferred and required by the design intent
for complete and operational systems.
The word "Provide" when used in this document means to furnish and install completely, including all costs for
labor, materials, equipment, hoisting, layout, scaffolding, tools, rigging and any of the facilities necessary to
complete the Work.
The word "Furnish" when used in this document means to provide to jobsite, freight on board.
These documents are not complete and are not to be used to obtain permits. Contractor is responsible for obtaining
Professional Engineer to review and complete the design and provide sealed permit drawings.
PLUMBING
SCOPE OF WORK
Provide all necessary equipment, labor and materials necessary to perform the Plumbing Package and related work
as shown on the Contract Documents. This work shall include, but not be limited to:
1. Plumbing piping, valves, equipment, etc.
2. Insulation on plumbing piping, valves, equipment, etc.
3. Plumbing fixtures.
4. Domestic water heaters.
5. Grease interceptor, recovery units, storage tanks, etc.
6. Natural gas piping and accessories.
SPECIAL INSTRUCTIONS
1. Provide complete systems of plumbing work as described, including storm drain and overflow drain, sanitary
soil, waste and vent, floor drainage, floor sinks, pumps, plumbing fixtures and trim, domestic hot and cold
water systems, natural gas piping system, piping and insulation, supports, seismic bracing, elevator sump
pumps, water heaters, electric water coolers, valves and accessories, hose bibbs, etc., as required by the
Contract Documents.
2. Provide complete sanitary drain, waste and vent system piped per applicable code requirements. -Provide
connection to existing site sanitary system at the street. Include required excavation, backfill, compaction, etc.
3. Provide the collar, flashing and counter flashing for all pipe penetrations in roof systems.
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
4. Provide hot water line and waste trap insulation and covers per the handicap code requirements.
5. Provide all pressure testing, cleaning and flushing including all temporary tie -overs as necessary for circulation.
Testing is to be performed in segments to conform to the progress of the work of other divisions to affect timely
completion of finish trades. Provide all test reports as required.
6. Provide all excavation, shoring, dewatering, compacted backfill, concrete thrust blocks and anchors as required
for all underground piping. All excess soil and debris generated by this operation is to be removed from the
site and legally disposed of. Backfill to grades which existing prior to trenching.
7. Provide all hose bibbs, wall hydrants and all other exterior plumbing requirements.
8. Provide all plumbing drain requirements for the trash compactors and ice machines.
9. Provide natural gas service into the building from the gas meter. Gas meter provided by others. Include pipe
penetrations, sleeving, sealing penetrations, etc.
10. Cover all drains and clean -outs prior to concrete placement. Remove all dirt, residue, etc., prior to tumover to
the Owner at the conclusion of the project.
11. Provide sanitary caulking between plumbing fixtures and wall and/or floors.
12. Install and grout in place all shower modules.
13. Provide sleeving, firestopping, firecaulking and sealing of all penetrations through non -fire rated and fire rated
floors and walls, whether or not shown, as required to meet UL and sound transmission requirements.
14. Cut metal deck for all penetrations as required.
15. Provide and set sleeves and blockouts prior to concrete pours for all pipe and ductwork penetrations not shown
on Structural drawings. If concrete coring is required by this Subcontractor for penetrations through concrete
decks, this Subcontractor will x-ray the decks to avoid interference with reinforcing steel for all penetrations
over 3". Provide sleeves at all floor penetrations to include a 3" waterstop above finish floor. Provide shop
drawings showing all wall and floor openings, blockouts, sleeve locations and types. Provide Link -Seal sleeves
at below grade wall penetrations.
16. Provide final connections to all kitchen equipment furnished by others, and any other work claimed by the
plumbers.
17. Electrical connections will be by the Electrical Subcontractor. Furnish all needed information to and cooperate
fully with the Electrical Subcontractor to accomplish connections. Insure proper power requirements are met
and final connections are completed.
18. Provide all integral starting devices, including disconnects, starters, heaters, coils, auxiliary contacts,
accessories, fuses, etc., for all equipment provided by this Subcontractor.
19. Provide start-up and commissioning of all systems.
20. Any piping not sized on the drawings is to be sized and provided by this Subcontractor using accepted
engineering practices to meet the intent of the mechanical/design and the minimum requirements of the
specifications and all goveming codes.
21. Furnish, deliver, unload and distribute access doors for this Work. Provide shop drawings showing locations
for access doors or panels. Include locating the access doors in the filed. Include access doors for any concealed
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
accessory or device not readily accessible through ceilings or cabinets. Access doors will be installed by
others. Access doors are to be coordinated with other trades so that all doors are furnished from only one
manufacturer.
22. Provide isolator valves at all branch lines even if not shown on the Contract Documents.
23. Provide shop drawings showing equipment and concrete housekeeping pad layout.
24. Provide supplementary steel for hangers and supports if required.
25. Provide seismic bracing in accordance with all codes and as approved by the Engineer. Provide structural
calculations to determine seismic loads/weights applicable to quantity, size and routing of piping work.
Provide shop drawings with job specific details of piping routing, spacing, supports, hangers, bracing and
fasteners types, locations, sizes, etc.
26. The HVAC, Plumbing, Fire Protection and Electrical Subcontractors are to coordinate their work to eliminate
conflicts with all other building systems. Drawings will depict entire systems. Regular meetings will be held at
which each member of the team will be responsible for identifying and correcting interferences and other right
of way issues. This will be an iterative process. The installation order will be (first to last): HVAC, Plumbing,
Fire Protection and Electrical.
27. O.S.H.A. requirements will be strictly enforced.
28. All work is to be performed in accordance with OSHA and goveming regulatory agency requirements. The
Subcontractor is responsible for all safety requirements relative to the performance of its work.
29. Provide all layout and field engineering required for the performance of this work, including protection of
reference points and replacement of such points that are lost or damaged during the execution of this work. The
Subcontractor is to maintain control tolerances throughout installation.
30. This Subcontractor shall be responsible to provide daily cleanup of the access roads and streets soiled from
construction activities as a result of its operations. This Subcontractor shall pay any charges directed to the
General Contractor by others due to the fact that this procedure is not being implemented.
31. This Subcontractor is responsible for coordinating inspections and making sure items are complete and ready
for inspection in advance.
32. All substitutions will be identified at the time of bid.
33. Provide all lifts, hoisting and scaffolding required for the work.
34. Provide the extension of manufacturer's warranties as required so the specified warranties start at the Date of
Substantial Completion of the entire project. This is irrespective of use of the equipment for temporary services
during construction.
35. This Subcontractor shall provide all permits and fees that may be required for the Work. The general building
permit shall be provided by others. Any additional permits required for the performance of this Work shall be
included by this Subcontractor.
HVAC
SCOPE OF WORK
Provide all necessary equipment, labor and materials necessary to perform the HVAC Package and related work as
shown on the Contract Documents. This work shall include, but not be limited to:
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
1. HVAC piping, ductwork, etc.
2. Pumps, fans, furnaces, etc.
3. Breechings, stacks, vents, etc. for all required equipment, including equipment provided by others.
4. Cabinet unit heaters, fin tube radiators, fan coil units, etc.
SPECIAL INSTRUCTIONS
1. Provide a complete working HVAC system as described and required by the Contract Documents.
2. Provide all HVAC piping systems complete with gauges, traps, manual and automatic air vents, fittings, etc.
3. Provide all required condensate piping. Provide hard connection to drain if required by code. Provide
Condensate Drain system shown on the drawings. Condensate drain lines above ceilings are to be insulated.
4. Provide all fire and volume dampers per code.
5. Provide all roof mounted equipment with pre -fabricated curbs and wood nailers. Provide installation and
leveling of all the equipment.
6. Provide rough -in and final connections to all kitchen equipment furnished by others.
7. Clean all return, exhaust and supply air grilles and diffusers before punch list.
8. Cut ceiling tile for installation of grilles and diffusers.
9. Provide air intake and air exhaust louvers. Provide supply and return grilles. Coordinate with the Architectural
drawings and specifications.
10. Provide installation of the emergency generator muffler and all required exhaust piping. Include hangers,
penetrations through walls, sleeves, sealing penetrations, etc. Emergency generator muffler and all required
exhaust piping will be furnished by the Electrical Subcontractor.
11. Provide sleeving, firestopping, firecaulking and sealing of all penetrations through non -fire rated and fire rated
floors and walls, whether or not shown, as required to meet UL and sound transmission requirements.
12. Provide and set sleeves and blockouts prior to concrete pours for all pipe and ductwork penetrations not shown
on Structural drawings. If concrete coring is required by this Subcontractor for penetrations through concrete
decks, this Subcontractor will x-ray the decks to avoid interference with reinforcing steel for all penetrations
over 3". Provide sleeves at all floor penetrations to include a 3" waterstop above finish floor. Provide shop
drawings showing all wall and floor openings, blockouts, sleeve locations and types. Provide Link -Seal sleeves
at below grade wall penetrations.
13. Cut metal deck for all penetrations as required.
14. Provide start-up and commissioning of all systems.
15. Any piping or ductwork not sized on the drawings is to be sized and provided by this Subcontractor using
accepted engineering practices to meet the intent of the mechanical/design and the minimum requirements of
the specifications and all governing codes.
16. Furnish, deliver, unload and distribute access doors for this Work. Provide shop drawings showing locations for
access doors or panels. Include locating the access doors in the field. Include access doors for any concealed
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
accessory or device not readily accessible through ceilings or cabinets. Access doors will be installed by others.
Access doors are to be coordinated with other trades so that all doors are fumished from only one manufacturer.
17. Provide shop drawings showing equipment and concrete housekeeping pad layout.
18. Provide supplementary steel for hangers and supports if required.
ELECTRICAL
19. Electrical connections will be by the Electrical Subcontractor. Furnish all needed information to and cooperate
fully with the Electrical Subcontractor to accomplish connections. Insure proper power requirements are met
and final connections are completed.
20. Provide all integral starting devices, including disconnects, starters, heaters, coils, auxiliary contacts,
accessories, fuses, etc., for all equipment provided by this Subcontractor.
COORDINATION
21. The HVAC, Plumbing, Fire Protection and Electrical Subcontractors are to coordinate their work to eliminate
conflicts with all other building systems.
22. The Electrical Subcontractor will only provide power branch circuits. All other power requirements (including
line voltage), control wiring and interconnection wiring for control of mechanical equipment will be by this
Subcontractor.
23. Provide interfacing of the Fire Alarm System as required for this Work. Coordinate with Electrical
Subcontractor for interfacing of motor shut down, smoke control, etc.
SAFETY
24. All work is to be performed in accordance with OSHA and goveming regulatory agency requirements. The
Subcontractor is responsible for all safety requirements relative to the performance of its work. O.S.H.A
requirements will be strictly enforced.
GENERAL
25. All substitutions will be identified at the time of bid.
26. Provide all lifts, hoisting and scaffolding required for the work.
27. Provide all layout and field engineering required for the performance of this work, including protection of
reference points and replacement of such points that are lost or damaged during the execution of this work. The
Subcontractor is to maintain control tolerances throughout installation.
28. Subcontractor will be responsible to install Work in compliance with all current applicable codes. Coordinate
and install work to maintain code required clearance to adjacent equipment, ductwork, piping or conduit,
electrical gear, etc. including equipment supplied by other trades.
29. This Subcontractor shall be responsible to provide daily cleanup of the access roads and streets soiled from
construction activities as a result of its operations. This Subcontractor shall pay any charges directed to the
General Contractor by others due to the fact that this procedure is not being implemented.
30. Provide the extension of manufacturer's warranties as required so the specified warranties start at the Date of
Substantial Completion of the entire project. This is irrespective of use of the equipment for temporary services
during construction.
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
31. This Subcontractor shall provide all permits and fees that may be required for the Work. The general building
permit shall be provided by others. Any additional permits required for the performance of this Work shall be
included by this Subcontractor.
32. Testing performed in accordance with the requirements of the Contract Documents to meet the needs of the
construction schedule and to not delay the work of other trades.
33. Provide field and classroom training for the Owner's personnel, instructing them on installation, care,
maintenance, testing and operation of all systems.
34. This Subcontractor is responsible for coordinating inspections and making sure items are complete and ready
for inspection in advance.
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OUTLINE SPECIIFICATIONS
Division 16 Electrical Systems
CONTRACT DOCUMENTS and REQUIREMENTS
The Work of this Agreement shall include but shall not be limited to all labor, fringe benefits, materials, tools,
equipment, plant, supplies, samples, shop drawings, layout, handling, storage, hoisting, distribution, protection,
transportation, supervision, contributions, coordination, compliance with all agencies (City, County, State and
Federal), taxes, insurance, overhead, profit and all other services and facilities necessary for the performance of the
Work as shown, detailed, and/or implied by the following documents and as defined herein.
The Subcontractor acknowledges that the Contract Documents are not necessarily fully coordinated or 100%
complete and accepts the responsibility to thoroughly review and analyze the complete set of Contract Documents
to provide a complete system at no additional costs. This Subcontractor shall provide all labor, material and
equipment not specified or not shown on the drawings but reasonable and inferred and required by the design intent
for complete and operational systems.
The word "Provide" when used in this document means to furnish and install completely, including all costs for
labor, materials, equipment, hoisting, layout, scaffolding, tools, rigging and any of the facilities necessary to
complete the Work.
The word "Furnish" when used in this document means to provide to jobsite, freight on board.
These documents are not complete and are not to be used to obtain permits. Contractor is responsible for obtaining
Professional Engineer to review and complete the design and provide sealed permit drawings.
SCOPE OF WORK
Provide all necessary equipment, labor and materials necessary to perform the Electrical Package and related work
as shown on the Contract Documents. This work shall include, but not be limited to:
1. Electrical equipment.
2. Packaged engine generators and transfer switches.
3. Interior and exterior power wiring, switches, receptacles, etc.
4. Interior and exterior lighting.
5. Fire alarm system.
6. Communications cabling and outlets.
7. Hoisting required.
SPECIAL INSTRUCTIONS
1. Provide all Electrical Work, including but not necessarily limited to all electrical system, main switchgear,
panel boards, distribution boards, disconnecting devices, motor starters, motor control centers, transformers,
fuses, lighting, etc. as required to provide complete and operation systems.
2. Provide all loose devices, including disconnects, starters, heaters, coils, auxiliary contacts, accessories, fuses,
etc. for all equipment. The Electrical Subcontractor shall install and hook-up all loose devices. Do not provide
devices which are integral with equipment provided by others.
3. Furnish all labor, equipment and materials necessary to provide electrical connections for the kitchen
equipment, mechanical equipment, automatic doors, motors and devices, Owner furnished equipment, etc.
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OULTINE SPECIFICATIONS
Obtain all needed information and coordinate fully with other Subcontractors to accomplish connections.
Insure proper power requirements are met and final connections are completed.
4. Provide conduits from the existing overhead electrical service to the location of' the new pad mounted
transformer for the primary electrical service. Provide underground secondary service from the pad mounted
transformers into the building. Include trenching, backfill and concrete encasement. Also include conduit,
cable and all final connections to the transformers. Coordinate this work with the local utility company.
5. Provide a free standing support and meter base (including conduit) per utility company standards.
6. Provide all emergency lighting per the Contract Documents and all codes and regulations.
7. Provide all electrical requirements for all building and ground mounted signage, vending machines, ice
machines, non -decorative light fixtures, and all laundry room equipment.
8. Provide the conduit and wiring for the telephone system and equipment as required by the drawings and
specifications and all codes and regulations.
9. Provide the conduit for the security system and equipment as required by the drawings and specifications and
all codes and regulations.
10. Provide the conduit and wiring for the computer system and outlets as required by the drawings and
specifications and all codes and regulations.
11. Provide rough -in and fmal connections for all kitchen equipment, remote condensing units, etc.
12. This Subcontractor will be responsible to install work in compliance with all current applicable codes.
Coordinate and install work to maintain code required clearances to adjacent equipment, ductwork, piping or
conduit, electrical gear, etc. including equipment supplied by other trades.
13. The HVAC, Plumbing, Fire Protection and Electrical Subcontractors are to coordinate their work to eliminate
conflicts with all other building systems.
14. Provide local switches, disconnects, wiring and connections for furnaces. Do not provide thermostat wiring for
furnaces.
15. Provide manufacturers' representative to be present for electrical start-up, training and commissioning
operations.
16. Any conduit not sized on the drawings is to be sized by this Subcontractor to meet the typical application, the
specifications and all code requirements.
17. All electrical rooms or rooms containing electrical equipment will be built as sized on the drawings. This
Subcontractor is to coordinate equipment locations and dimensions within the room areas as shown on the
drawings so that all applicable codes are satisfied.
18. Review and coordinate Work with the reflected ceiling drawings and provide the appropriate ceiling trim for all
light fixtures and electrical devices.
19. All excavation, trenching, backfilling and hand work necessary for the installation of the Electrical Work shall
be performed by this Subcontractor.
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OULTINE SPECIFICATIONS
Furnish, deliver, unload and distribute access doors for this Work. Provide shop drawings showing locations for
access doors or panels. Include locating the access doors in the filed. Include access doors for any concealed
accessory or device not readily accessible through ceilings or cabinets. Access doors will be installed by others.
Access doors are to be coordinated with other trades so that all doors are furnished from only one manufacturer.
20. Provide sleeving, firestopping, firecaulking and sealing of all penetrations through non -fire rated and fire rated
floors and walls, whether or not shown, as required to meet UL and sound transmission requirements.
21. Provide all in -wall bracing, backing and supports for wall -mounted equipment, fixtures and devices for
equipment furnished by this Subcontractor.
22. This Subcontractor shall provide all permits and fees that may be required for the Work. The general building
permit shall be provided by others. Any additional permits required for the performance of this Work shall be
included by this Subcontractor.
23. Provide field and classroom training for the Owner's personnel, instructing them on installation, care,
maintenance, testing and operation of all systems.
24. Provide power and interface for all mechanical equipment: HVAC, Plumbing, Fire Protection, etc. Provide
power requirements for all equipment shown on the drawings, including equipment which is not necessarily
shown on the Electrical drawings but is shown on other (i.e. Plumbing, HVAC, etc.) drawings. Coordinate the
correct wiring, protective devices and conduit sizes and locations for all equipment.
25. Provide power and all cabling and devices for the fire alarm system.
26. Provide a complete and operating emergency generator system. Fumish generator complete with fuel tank and
distribution system. Furnish muffler, expansion flex connections and any associated exhaust piping as part of
the complete system. Provide coordination of the installation of the emergency generator muffler and associated
exhaust piping with the HVAC Subcontractor. Provide fuel for all initial and subsequent monthly testing and
refill the tank prior to turnover to the Owner. Furnish complete documentation of the factory load testing of the
new generator, prior to shipment.
27. This Subcontractor is responsible to repair any spray -on fireproofing damaged as a result of his Work.
28. This Subcontractor shall be responsible to provide daily cleanup of the access roads and streets soiled from
construction activities as a result of its operations. This Subcontractor shall pay any charges directed to the
General Contractor by others due to the fact that this procedure is not being implemented.
29. This Subcontractor is responsible for coordinating inspections and making sure items are complete and ready
for inspection in advance.
30. Provide a fully addressable fire alarm system with battery back-up, meeting NFPA requirements. System shall
include pull stations, heat detectors, duct smoke detectors, ceiling -mounted smoke detectors, wiring and
annunciation to fire sprinkler flow and tamper switches. Include horn/strobe units, strobe units, and main fire
alarm panelboard with device legend customized to this specific building and specific devices.
31. Provide fire alarm devices in rooms to meet all applicable code requirements. This includes providing horns
which meet local codes for decibel requirements, and provided an adequate number of visual strobes in rooms
to meet code requirements.
32. Provide control and power wiring for smoke dampers and fire/smoke dampers provided by others.
33. Provide wiring and connections for flow and temper switches required for the Fire Alarm system.
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OULTINE SPECIFICATIONS
Division 17 Security Electronics
CONTRACT DOCUMENTS and REQUIREMENTS
The Work of this Agreement shall include but shall not be limited to all labor, fringe benefits, materials, tools,
equipment, plant, supplies, samples, shop drawings, layout, handling, storage, hoisting, distribution, protection,
transportation, supervision, contributions, coordination, compliance with all agencies (City, County, State and
Federal), taxes, insurance, overhead, profit and all other services and facilities necessary for the performance of the
Work as shown, detailed, and/or implied by the following documents and as defined herein.
The Subcontractor acknowledges that the Contract Documents are not necessarily fully coordinated or 100%
complete and accepts the responsibility to thoroughly review and analyze the complete set of Contract Documents
to provide a complete system at no additional costs. This Subcontractor shall provide all labor, material and
equipment not specified or not shown on the drawings but reasonable and inferred and required by the design intent
for complete and operational systems.
The word "Provide" when used in this document means to furnish and install completely, including all costs for
labor, materials, equipment, hoisting, layout, scaffolding, tools, rigging and any of the facilities necessary to
complete the Work.
The word "Furnish" when used in this document means to provide to jobsite, freight on board.
These documents are not complete and are not to be used to obtain permits. Contractor is responsible for obtaining
Professional Engineer to review and complete the design and provide sealed permit drawings.
SCOPE OF WORK
Provide all necessary equipment, labor and materials necessary to perform the Security Electronics Package and
related work as shown on the Contract Documents. This work shall include, but not be limited to:
1. (16) color camera system, located per drawings, including all required, lenses, housings, power
supplies, heaters and related cabling.
2. DVR (Digital Video Recorder), 160gb min, 16 camera compatible, configurable and switchable
display options (4x4, spot, etc.). Video card and connection shall be compatible with displays.
3. Hi-res displays, equal to (2) 20" LCD monitors, UXGA 1600x1280, 1000:1 contrast, 8 ms refresh rate,
black, similar to ViewSonic VP2030B.
4. Other features, such as electric strikes, momentary contact switches, rough -in for card readers, etc. are
shown on the drawings, and shall be provided accordingly.
GARFIELD COUNTY COMMUNITY CORRECTIONS CENTER OULTINE SPECIFICATIONS