07-420-005DIVISION 1 - GENERAL REQUIREMENTS
SECTION 01100 - SUMMARY
1.1 Contract Documents:
A. Contractor shall use the following Tenant provided documents in the negotiation and execution of the Work.
Contact Tenant's office for copies of these documents -
1. Chipotle instructions to Bidders.
2a Construction Contract for Chipotle Mexican Grill,
Ba Definitions -
1. The term "Owner" used in these documents refers to the building Owner/Landlord,
2. The term "Teriont" used in these documents refer to the restaurant Tenant, Chipotle
Mexican Grill, Inc.
3. The term "Contractor" used in these documents refers to the entity responsible for
performing the Work under Construction Contract for Chipotle Mexican Grill,
1.2 Scope of Work -
A. The Work shall include construction of the site and building facilities as shown and specified in these
Specifications and Drawings,
B. When required and necessary, the Tenant will provide a subsurface exploration report as an
attachment the bidding documents.
SECTION 01300 - ADMINISTRATIVE REQUIREMENTS
1.1 Coordination,
A. Immediately inform the Architect of discrepancies between the information indicated in the
Contract Documents and existing project conditions, and of discrepancies between information
indicated on the architectural, structural, mechanical, plumbing and electrical documents.
B. Upon completion of selective demolition work, field measure the property and confirm that the overall
dimensions match dimensions indicated on the drawings. Immediately inform the Architect if discrepancies
occur.
C. Prior to fabrication and installation of new components, field verify all existing and new
dimensions and installation conditions that may affect the Work, Do not scale the drawings to establish
locations of items that are not located using dimensions-,
1. All dimensions are to rough face of stud or centerline of structure, unless oth
erwise
in dicated.
2. Verify that all Subcontractors have reviewed and coordinated locations of their equipment
and furnishings exposed to view with the architectural drawings. Review questions with the
Architect.
D. Coordinate new work indicated on the Contract Documents with new work that may be provided by the
Owner and Tenant under separate contracts,
Ea Coordinate the work of Vendors, Contractors and Subcontractors providing fixtures, furniture and
equipment identified as "by Tenant" in these drawings and specifications.
1. Notify the Tenant in timely fashion if any problems develop with the performance of these
Vendors, Contractors or Subcontractors.
F. Coordinate the scheduling, sequencing, and the work of all trades and Subcontractors to assure
efficient and orderly sequences of installation of interdependent construction elements,
G. Verify that the utility requirement characteristics of operating equipment are compatible with the
building utility services. Coordinate work of the various specification sections having
interdependent responsibilities for installing, connecting to, and placing in service such
equipment.
K Coordinate the installation and physical space requirements of plumbing, mechanical and
electrical work that are indicated diagrammatically on the drawings, Follow routing shown for
piping, ducts and conduit as closely as practical, Install runs parallel with and perpendicular to the line
of the building. Utilize spaces as efficiently as possible to maximize accessibility for other work installation
and for maintenance and for repair.
1. Conceal piping, ducts and conduit within the construction, except as otherwise indicated.
2. Coordinate locations of registers, fixtures and outlets with finish elements.
1. Coordinate completion and cleanup work of all trades and Subcontractors in preparation for
Substantial Completion.
J. To minimize disruption of Tenant's activities after Tenant occupancy of the property, coordinate
access to the property with the Tenant's Construction Manager for correction of defective work
and work not in accordance with the Contract Documents.
1.2 Submittals:
A. When indicated on the drawings, submit shop drawings, product data and samples to the
Architect for acceptance. Make submittals in time to allow five days for review and return,
unless material shortages or delivery schedule necessitate special handling. Provide submittals as
followsi
1. Shop drawings: Submit five (5) copies of each sheet of shop drawings.
2. Product data: Submit five (5) copies of each type of product data.
1 Architect will retain three (3) copies of accepted. shop drawings and product data and
return two (2) copies to the Contractor for Contractor's use.
4. Samples: Submit three (3) sets each of physical samples, or three sets each of
manufacturer's color and finish samples, or charts and color plates for acceptance
immediately following approval of subcontractors furnishing the required materials,
5. Architect will retain two (2) sets of physical samples/color and finish somples/charts and
color plates and return one (1) set to the Contractor for Contractor's use.
1.3 Requests For Information
A. In the event that the general contractor, or a subcontractor, at any tier, determines that some portion of
the drawings, specifications, or other contract documents requires a clarification or interpretation by the
architect, the general contractor shall submit a Request For Information in writing to the architect.
Requests for Information may only be submitted by the general contractor and may only be
submitted to the architect. The general contractor shall clearly and concisely set forth the issue
for which clarification or interpretation is sought and why a response is needed from the architect
or the architect's consultants, In the Request for Information, the general contractor shall set forth
an interpretation or understanding of the requirement along with an explanation of why such an
understandin6 was reached.
B. The architect will review all Requests for Information to determine whether they are Requests for
Information within the meaning of this term. If the architect determines that the document is not a
request for information, it will be returned to the general contractor, un -reviewed as to content, for
re -submittal in the proper form and in the proper manner.
Responses to Requests for Information shall be issued upon receipt, but no later that five (5)
working days of receipt of the Request from the general contractor-, unless the architect
determines that a longer amount of time is necessary to provide an adequate response.
If a longer amount of time is determined necessary by the architect, the architect will, within five
(5) working days of receipt of the Request, notify the general contractor of the anticipated
response time. If the general contractor submits a Request for Information on an activity with five (5)
working days or less of float on the current project schedule the general contractor shall not be
entitled to any time extension due to the time it takes the architect to respond to the Request
provided that the architect responds within the parameters set forth above.
Ca Responses to Requests for Information from the architect will not change any requirements of t he contract
documents. In the event that the general contractor believes that a response to a Request For
Information will cause a change to the requirements of the contract documents, the general contractor
shall immediately give written notice to the architect and the tenant stating that the general contractor
iders the response to be a Change Order. Failure to give such written notice immediately shall waive
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the general contractor's (or any subcontractor�s) right to seek additional time or cost under the
Administrative Requirements of these contract documents,
SECTION 01400 � QUALITY REQUIREMENTS
1.1 Regulatory Requirements:
A. Perform all work in accordance with applicable local, state, and federal building codes, plumbing
codes, mechanical codes, electrical codes, ordinances and rules and regulations governing food
service establishments,
Ba Comply with local,. state and federal requirements governing accessibility.
C. Obtain all required demolition and erosion control permits required by authorities having
jurisdiction,
1.2 Quality Control:
A. Maintain quality control over manufacturers, suppliers, products, services, site conditions and
workmanship, to produce work of specified quality,
B. Comply with manufacturer's instructions and applicable trade standards.
C� Handle, install, connect, clean, condition and adjust products in strict accordance with
manufacturer's instructions and complying with specified requirements,
1. Request clarification from the Architect before proceeding, where manufacturer's
instructions conflict with the Contract Documents.
D. Comply with specified standards as a minimum quality for the Work, except when more stringent
tolerances, codes or specified requirements indicate higher standards or more precise
workmanship,
E� Perform work by persons qualified to produce workmanship of the specified quality,
F. Secure products in place with positive anchorage devices designed, sized and installed to
withstand stress, vibration, physical distortion or disfigurement.
1.3 Testing:
A. Employ and pay for the services of an independent testing laboratory to perform inspections,
tests and other services when required,
B. Include inspection and tests as indicated in the specification sections, drawings, and as required
by authorities having jurisdiction,
1� Test concrete in accordance with Section 03300 and drawing requirements.
2, Test structural steel in accordance with Section 05110 and drawing requirements.
SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS
1.1 Provide temporary facilities and controls as shown and specified:
A. Codes and Standards� Provide temporary construction facilities and controls complyiing with
all applicable local, State and Federal local laws, regulations and codes and utility company
requirements,
B. Temporary Heating, Ventilating and Cooling�
1� Provide, pay for and maintain all temporary heating, ventilating and cooling equipment
and facilities required during the progress of the work to protect materials, finished
work, and equipment against damage from low and high temperatures and humidity.
2. Provide temporary heating, ventilating and cooling when the outside temperature and
humidity is low/high enough to damage or affect in any way the perform once or
quality of material and product stored in the building, in any temporary storage area,
or any material or product incorporated into the work.
36 Provide temporary heating, ventilating and cooling when the outside temperature and'
humidity is low/high enough to significantly slow or hamper effectiveness of workers
and to provide suitable working conditions.
C. Temporary Electrical Lighting and Power:
1� Provide, pay for and maintain all temporary electrical service for lighting and power
required during the progress of the work. Include all necessary wiring, fuses,
disconnect switches, safety devices, junction boxes, panels, ground fault protections,
and transformer if required, Include cost for providing temporary electric generators in
the Contract Sum, if temporary electric service is not available for use during
progress of the work.
Z Temporary service and lighting and power items and installations shall conform to the
requirements of the NFPA National Electric Code and OSHA Occupational Safety and
Health Act of 1970,
D. Water- Provide, pay for and maintain all temporary water required during the progress of
the work. Include all necessary !storage tanks, piping, valves, fittings, hose and hose
connections during construction and testing.
E. Temporary Toilets- Provide, pay for and maintain temporary toilet facilities for use by the
Contractor, Contractor's employees and all Subcontractors and Subcontractors' employees.
Comply with all local requirements for installation, use and maintenance of temporary toilet
facilities.
F. Barriers and Enclosures:
1. Provide temporary construction barriers in accordance with project requirements.
Exercise all necessary precautions to protect adjacent properties, outside project
contact limits, during progress of the work, Take special precautions� to avoid damage
to existing overhead and underground utilities and services owned or operated by the
Owner or by public or private utility companies.
2. Provide temporary wo.other-tight enclosures at exterior openings to provide acceptable
working conditions and protection of materials and to allow for temporary heating,
ventilating and cooling.
G. Field Office, Telephone and Facsimile6
1. Provide and maintain a temporary field office at the project site during progress of
the work, A designated area within the existing building will be available for use as a
temporary field office. Verify area size and location with the Tenant.
2� Maintain copies of permits, approved shop drawings, specifications, addenda and record
documents at field office.
3� Provide temporary telephone service and facsimile service to field office throughout
progress of the work,
H. Safety and Security
1. Provide and maintain all necessary safety provisions for protection and safety of the
project work, workers and general public,
2. Provide and maintain operable fire extinguishing devices in well-morked, accessible
locations throughout the project. Provide types, quantities and locations in
compliance with governing codes and ordinances.
3� Provide all necessary security barriers and enclosures to protect the work and Tenant's
operations from unauthorized entry of persons, vandalism and theft. Provide doors,
when required, with self-closing hardware and locks.
L Cleaning
1. During Constructioni Provide an approved on-site container for the use of all
Contractors and Subcontractors for the collection of waste materials, debris and
rubbish. Execute periodic cleaning to keep. the work, the site and adjacent properties
free from accumulations of waste materials, rubbish and windblown debris, resulting
from construction operations, Remove crates and cartons in which materials,
equipment, or fixtures ore received to on-site containers daily,
a. Maintain the property in a clean and orderly condition. Remove waste materials,
debris and rubbish from the site on a daily basis o6d dispose of at legal
disposal areas away from rthe site.
2. Dust Controk
0. Remove debris and rubbish from pipe chases, plenums and other similar closed
or remote spaces prior to covering or enclosing the space.
b� Sweep and vacuum clean interior surfaces before start of surface finishing and
painting. Continue cleaning on an as -needed basis until finishing and painting is
completed.
C. Cleaning operations sholl be acceptable to the Tencint's Construction Manager.
SECTION 01630 -
SUBSTITUTIONS
1,1 General�
A.
Products, including materials, equipment and systems described in the Contract Documents
establish the standards of required function, dimension, appearance, quality and performance
of the Work. Base all bids on the "Standards" indicated.
B.
Requests by the Contractor for changes in products, manufacturers, fabricators, suppliers,
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installers, and methods of construction required by the Contract Documents ore considered
requests for "sub StitU tions' Substitutions will be considered only under the following
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conditions.�
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1. The indicated "Standard" cannot be provided within the Contract Time
2. The indicated "Standard cannot receive necessary approval by the governing authority.
3. A substantial advantage is offered the Owner, in terms of cost, time, energy
conservation or other considerations of merit as determined by the Architect.
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Submit each request for substitution to the Architect. Identify the product, manufacturer,
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fabricator, supplier, installer or the fabrication or installation method to be replaced in each
request. Identify related Specification Section and Drawing numbers. Provide documentation
ry
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as directed by the Architect.
D.
Substitutions will not be considered when indicated on shop drawings or product data
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submittals without separate written request, when requested directly by subcontractor,
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manufacturer, fabricator, or supplier, or when acceptance will require substantial revision of
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the Contract Documents.
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Substitute products, manufacturers, fabricators, suppliers, and installers shall not be used
for the Project without Tenant and Architect's written acceptance.
SECTION 01700 -
EXECUTION REQUIREMENTS
1.1 Preparation -
D
A.
Protection of existing construction: Use all necessary core and appropriate means and
methods to protect and prevent damage to existing construction and property not part of
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the Contract Work. Repair and refinish or replace construction and property damaged during
construction work, at Contractor',s expense,
1�2 Selective Demolition- Provide -selective demolition as shown and specified,
A.
Preparation:
1. Coordinate work of this Section with work of various Contractors and To nont's staff.
2. Maintain protected access at all times.
3. Erect and maintain weatherproof closures at exterior openings.
4� Erect and maintain dust�proof interior partitions to prevent spread of dust or fumes,
5. Erect and maintain barricades, enclosures, bracing, shoring, lights, warning signs and
guards necessary for worker and public safety and protection of property.
6. Disconnect, remove and cap designated utility services. Identify and mark locations of
disconnected and capped utilities at the project site and on Project Record Documents.
7� Notify and coordinate with the Tenant's Construction Manager and the building Owner
for any demolition occurring outside the lease limit.
& Coordinate hours of operation and construction access with r the Tenant's Construction
Manager and the building Owner.
B. Selective Demolition
1. Remove existing construction to accommodate new construction as indicated.
2. Perform selective demolition in an orderly, systematic and careful manner with least
possible disturbance to public and adjacent property. Use of explosives is prohibited,
3. Immediately remove from the site and legally dispose of demolished materials, except
as indicated otherwise, Do not burn or bury materials on the project site,
1�3 Cleaning
A. Final Cleaning& Perform final cleaning upon completion of project work,
16 Remove waste and surplus materials, rubbish, tools, equipment and temporary
construction facilities from the site4
Z Clean exterior grounds; remove stairis, spills and foreign materials from paved areas,
power wash and swoop clean. Rake clean landscaped surfaces of the grounds.
3. Remove temporary protection and lobels not required to remain.
4. Clean all finished surfaces, Remove grease, mastic, adhesives, dust, dirt, stains,
fingerprints, labels and other foreign materials from exposed interior and exteri -
lor
surfaces.
cl. Clean all plumbing, fire protection and electrical fixtures and equipment including
ceiling area elevated ductwork and lighting fixtures.
b. Clean permanent equipment filters and replace temporary disposable filters in
mechanical units used during construction.
C. Clean ducts, blowers and coils if mechanical units were operated without filters
during construction.
5. Clean interior and exterior glazing and mirrors, polish transparent and glossy surfaces
and clean floors with appropriate materials and equipment,
6� Remove waste, foreign material and debris from roofs, areaways and drainage systems,
7. Before Tenant occupancy, conduct an inspection, with the Tenant, of exposed interior
and exterior surfaces at all work areas, to verify that the entire work is clean.
1�4 Starting and Ada sting,
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A, Prior to Substantial Completion, coordinate the start-up, test and balance, placement in
operation and adjustment all systems, controls and equipment to verify proper operation.
All systems shall be complete and operating prior to final inspection.
1.5 Contract Closeout-
A� Operation and Maintenance Data- Submit one operation and maintenance manual, bound in
8-1/2" x 11" text pages, three D side ring capacity expansion binders with durable plastic
covers.
1. Subdivide the binder contents internally with permanent dividers logically organized as
described below. Provide tab titles clearly printed under reinforced laminated plastic
tabs.
2. Provide a table of contents with each product or system description identified,
3. Provide a directory listing names, addresses, and telephone numbers of the project
Arch itect/Engineer, Contractor, Subcontractors and major equipment suppliers,
4. Prepare operations and maintenance instructions arranged by system and subdivided
by specification section, Identify names, addresses, and telephone numbers of project
Subcontractors and suppliers. For each category, identify the followinga
0. Significant design criteria.
b. List of equipment.
C. Parts list for each component,
d. Operating instructions.
Maintenance instructions for each equipment item and systems.
f� Maintenance instructions for special finishes, including recommended cleaning
methods and materials and special precautions for identifying detrimental agents.
5. Submit operations and maintenance data to the Tenant with final application for
payment in accordance with Exhibit C of the Construction Contract.
B. Record/As Built Documents:
1. Prepare and maintain on site one set of the following re6ord/os built documents:
0� Contract Documents.
b. Construction Documents.
C. Change orders and other modifications to the Contract.
d. Shop drawings, product data, and samples.
e. Construction schedule.
2. Store record/as built documents separate from documents used for construction.
3. Record actual revisions to the Work, concurrently with construction progress.
4, Legibly mark and record a description of actual products installed at each
specification section, including the following6
0. Manufacturer's name and product model and number'r
ba Approved product substitutions or alternates utilized.
Ca Changes made by addenda, change orders, and other modifications,
5� Legibly mark each item to record actual construction, including the following,
0. Measured depths of foundations in relation to finish first main floor datum.
b� Measured horizontal and vertical locations of underground utilities and
appurtenances, referenced to permanent surface improvements,
C. Measured locations of internal utilities and appurtenances concealed in
construction, referenced to visible and accessible features of the work.
d. Field changes of dimension and detail,
& Detdils not on original Contract Document drawings.
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6. Submit record/as 'built documents to the Tenant with final application for po�mewt,uin
accordance with Exhibit C of the Construction Contract.
Ca Warranties and Bonds,
1. Compile warranties and bonds required by the Contract Documents. Q Q Q
2. Submit duplicate copies of warranties and bonds to the Tenant with finakoppPcotioun 6'
for payment in accordance with Exhibit C of the Construction Contract.
B. Maintenance Materials and Spare Parts:
1. Provide extra maintenance materials and spare parts in quantities indicated in the
specification sections,
2. Place in location as directed by the Tenant's Construction Manager.
DIVISION 2 - SITE CONSTRUCTION
1.1 General- Provide site construction work, including services, utilities, carthwork, paving and landscaping in
accordance with the site construction work drawings and details.
DIVISION 3 � CONCRETE
SECTION 03300 CAST-!N�PLACE CONCRETE
1.1 General: Provide cost -in-place concrete work in accordance with the General Structural Notes, structural
drawing and details. Follow shell building documents for secifications, joints and gootech.
A.. Standards- Materials and construction shall conform to the following:
11� ACI 117 "Standard Tolerances for Concrete Construction and Materials,"
2� ACI 301 "Structural Concrete for Buildings. "
3. ACI 305R "Recommended Practice for Hot Weather Concreting."
4. ACI 306R "Recommended Practice for Cold Weather Concreting-,"
5. ACI 315 "Details and Detailing of Concrete Reinforcement."
6. ACI 318 "Buildin-g Code Requirements for Reinforced Concrete."
2.1 Materials:
A. Under Slab Vapor Retarder: Stego Industries LLC, 877-464-7834, internet
www.stegoindustries.com high density polyethylene Stego Wrap (10 mil) Vapor Barrier meeting or
exceeding ASTM E1745 performance criteria for Class C vapor retarders.
1. Seam Tape, High density polyethylene tape with pressure sensitive adhesive.
2. Pipe boots: Shop or site fabricated from vapor retarder material and seam tape.
B. Concrete:
1. Portland Cement& ASTM C150, Type 1
26 Aggregatc� ASTM C33.
1 Water: Clean and potable.
4. Reinforcement: When required, comply with drawings reinforcement requirements.
5. Compressive Strengft Minimum 3000 psi at 28 days.
6. Admixtures: All admixtures shall be approved by the Tenant's Construction Manager prior
to placement in the concrete mix.
C. Topping Concrete; When required to suit installation conditions, Dox -O -Tex Division of Cros3field
Products Co., (310) 886-9100, internet www. dexotex.com.
1� Dex-04ex "SLT-50 Cementitious Self -Leveling" polymer -modified, self -leveling, cementitious
floor topping system.
2� Installation shall be performed by factory -trained professional applicators in strict
accordance with manufacturer's installation instructions.
3al Installation
Ai Vapor Retarder6 Place, protect and repair vapor retarder !sheets in accordance with ASTM E1643
and manufacturer's installation instructions.
1� Provide a single layer of vapor retarder material over level compacted Slab base.
2a Lop joints and seams 6 inches and seal with seam tape.
3. Seal all penetrations and repair damaged areas before concrete placement.
Ba Reinforcement Place and inspect all reinforcing steel before concrete is placed.
C. Concrete Placement�
1. Place cost -in-place concrete in accordance with ACI 301 and ACI 305R and 306R
recommended practices for hot weather and cold weather concreting. Do not place
concrete when temperature is below 40 degrees F.
26 Wet cure concrete in accordance with ACI 301, using moist curing or moisture� retain in g
covers
D. Finish: Except where additional floor finish is scheduled, provide a smooth steel trowel finish.
1. Exposed concrete used as a finish floor surface shall have a smooth finished surface,
uniform in texture and appearance and free of trowel marks and other defects affecting
ease of maintenance.
2. Grind smooth surface defects as directed by the Tenant's Construction Manager.
E. Testing: When required, comply with drawings and specification sections testing requirements,
F. Topping Concrete: Prepare concrete floor slab substrate surfaces, prime substrate surfaces, mix,
install and finish topping concrete in accordance with manufacturer's application instructions.
SECTION 03365 STAINED FINISH FOR CONCRETE FLOORS
1.1 Generak Provide a stained finish for new and existing concrete floors as shown and specified.
2.1 Materials:
A. Concrete Stain: L. M. Scofield Company, (800) 800-9900� "CS -2 Padre Brown Lithochrome
Chemstain" an acidic, water�ba3ed solution of metallic solts complying with all applicable air
quality management regulations.
3.1 Installation
A� Preparation:
1. Verify concrete substrates ore dry and free of materials that would interfere with stain
penetration.
2. Clean existing concrete floors by pressure washing or scrubbing with rotary floor machine
and suitable commercial detergent, Rinse and wet vacuum to remove all floor surface
residue.
3. Clean now and existing concrete floors previously coated with liquid curing materials,
sealers, hardeners, paints, waxes, adhesives or water repellonts by steel shot abrasive
cleaning. Rinse and wet vacuum to remove all floor surface residue.
0. Equipment: "Blastrac" by Wheelabrator Corp., 800/544-4144, or approved equal
electric powerecl portable units with self-contained dust collection system. Provide
unit size and shot media suitable for conditions and proposed stain finish materials
as approved by the Tenant's Construction Manager.
4, Perform penetration tests recommended by the stain manufacturer before initial stain
application.
13� Application: Apply chemical stain in strict accordance with the stain manufacturer's Application
Instructions. Apply two coats of stain full strength and undiluted at manufacturer's
recommended coverage rate.
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THIS DRAWINM IS AN Ir-4STRUMENT r3F
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PROPERTY OF CHIPOTLE MEXICAN GRILL
INC.. PERMISSION FOR USE OF THIS
DOCUMENT IS LIMITED AND CAN RE
EXTENDED ONLY EIY WRITTEN AGREEMENT
WITH CHIPOTLE MEXICAN GRILL INC..
1 S43 WAZEE_ �STREET
IDENVER, COLORADO SE1202
PHMNE� (303) 595-4000
FAX: (303) 595-41314
!NTERNET� WWW.0HIP0TLm.rc3m
Issue Record:
03.05.2007 FIREARM SUBM11TAL
Revisions:
03.06.2007 ERPB COMMENTS
Drawn:
AE,JS,jD
Checked:
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Project No.
CMG302
Contentsa
Specifications
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Date of Last Print:
03.07.2007
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Issue Record:
03.05.2007 FIREARM SUBM11TAL
Revisions:
03.06.2007 ERPB COMMENTS
Drawn:
AE,JS,jD
Checked:
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Project No.
CMG302
Contentsa
Specifications
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Date of Last Print:
03.07.2007
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