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Mailing Address:

Design Manager:

ConstructionManager:

Landlord:

Architect of Record:

Civil Engineer/Landscape Architect

MEP Consultant ofRecord:

Structural Engineer:

Starbucks Coffee Company2401 Utah Avenue SouthMS Stop: S-SD10Seattle, Washington 98134(206) 318-1575

Frank W. WanchoStarbucks Coffee Company12750 Merit Drive, Suite 1400Dallas, TX 75251(972) 383-5616 office(972) 489-3620 cell

Edit for Construction ManagerEdit AddressState, City/Prov Postal CodeCountry(XXX) XXX-XXXX phone(XXX) XXX-XXXX fax

Cheryl Bar3755 Moose Wilson RoadWilson, WY 83014(707) 347-3505

Tom SpaderFreiheit & Ho Architects Inc., P.S.5209 Lake Washington Blvd, Suite 200Kirkland, Washington 98033(425) 827-2100 phone(425) 828-6899 fax

Sara J. MartinSterling Design Associates, LLC2009 W. Littleton Blvd. #210Litteton, CO 80120(303) 794-4727 ext 204

Teresa HuserHenderson Engineers, Inc.15851 Dallas Pkwy, Ste. 240Addison, TX 75001(972) 386-6888 phone(972) 386-6887 fax

Robb DibbleDibble Engineers, Inc.1029 Market StreetKirkland, WA 98033(425) 828-4200 phone(425) 827-6131 fax

1. General Contractor shall visit the site, review the buildingshell drawings as submitted bythe Landlord or Starbucks Site Surveyor, and become thoroughlyfamiliar with the siteconditions prior to bidding or construction.

2. General Contractor shall consult with Starbucks ConstructionManager to resolve anychanges, omissions, or plan discrepancies prior to bidding orconstruction.

3. All work shall be performed in strict compliance with local,county, state, and federal codesand ordinances.

4. General Contractor shall verify the location of all utilities.

5. General Contractor to verify all dimensions, includingclearances required by other trades,and notify Starbucks Construction Manager of any discrepanciesprior to proceeding with thework. All dimensions are to the face of the finished surfaceunless noted otherwise. Alldimensions to be taken from designated datum point. Do notscale drawings.

6. General Contractor shall patch and repair all existing walls,floors, ceilings, or othersurfaces identified to remain that may become damaged duringthe course of the work.

7. The General Contractor is responsible for obtaining permitsfor fire protection, plumbing,mechanical, and electrical systems prior to installation of suchsystems.

8. General Contractor shall retain one set of the plans to noteand document all changesduring construction. This set shall be a part of the GeneralContractor’s “Store Close-outPackage” as described in the Construction ManagementAgreement.

9. General Contractor is responsible for coordinating delivery ofmaterials from Starbuckscontracted Third Party Logistics distribution services and VendorDirect shipments. Refer toConstruction Management Agreement for methods and leadtimes.

10. Responsibility for supply and delivery of materials andequipment is identified in thedrawing schedule sheets under the column labeled"Responsibility".

11. For the purpose of the documents, to “install”, shall mean toprovide all fasteners,miscellaneous hardware, blocking, electrical connections,plumbing connections, and otheritems required for a complete and operation installation, unlessotherwise noted.

12. All item substitutions must be approved by the StarbucksDesign Manager.

13. Refer to item cutsheets for additional information.

New single story free standing building with drive-thru.

GB - General Business

6506111002

Restaurant

A3

V-B

6,000 s.f

2,290 s.f.

45,553 s.f.

Retail: 215 s.f. / 30 = 8Cafe / Seating: 1106 s.f. / 15 = 74Beverage/Prep: 342 s.f. / 200 = 2Workroom/Storage: 481 s.f. / 300 = 2

total occupancy = 86

Project Description:

Zoning:

Parcel Number:

Type of Use:

Type of Occupancy:

Type of Construction:

Allowed Square Footage:

Total Square Footage:

Site Area:

Parking Summary:

Total Parking Required:

Parking Provided:

Occupancy Load:

3PL Third Party Logistics

A/C Air ConditioningACT Acoustical Ceiling TileADJ AdjustableAFF Above Finished FloorAMP AmpereARCH Architect

BOH Back of House

CAB CabinetCL Center LineCLG CeilingCM Construction ManagerCTR CenterCX CommissioningCXA Commissioning Agent

DEG DegreeDET DetailDIA DiameterDIM DimensionDM Design ManagerDN Down

EA EachEL ElevationEQ EqualEXIST ExistingEXT Exterior

FF&E "Furniture, Fixture, and Equipment"FIO Furnished and Installed by OwnerFLR FloorFOH Front of HouseFT Foot/Feet

G GroundGC General Contractor

HC Hollow CoreHDW HardwareHM Hollow MetalHORIZ HorizontalHR HourHT HeightHVAC "Heating, Ventilating, and Air Conditioning"

ID Inside Diameter

LL Landlord

MAX MaximumMEP "Mechanical, Electrical, and Plumbing"MFR ManufacturerMIN Minimum

NIC Not in ContractNL Night LightNTS Not to Scale

OC On CenterOD Outside DiameterOF/CI Owner Furnished/Contractor InstalledOF/OI Owner Furnished/Owner Installed

PD Production DesignerPLC PlacePM Project Manager

R RadiusRCM Renovations Construction ManagerREF ReferenceREQ(‘D) Require(d)REV RevisionRND Round

SB StarbucksSC Solid CoreSF Square FeetSHT SheetSIM SimilarSPEC SpecificationSQ Square

TEMP TemporaryTYP Typical

UON Unless Otherwise Noted

VD Vendor DirectVERT VerticalVIF Verify in Field

Abbreviations

PXXX-ES

XXXXX

X' XX"X

XXXXX

N North Arrow

X'-XX" AFF

XXXX AFF

Exterior Elevation

Interior Elevation

Section Callout

Detail Callout

Revision Tag

Datum Point

Paint Tag

Design ID Tag

Door/Window Tag

Above Finished FloorHeight Tag (imperial)

Above Finished FloorHeight Tag (metric)

Dimension Line fromFinish Face to Finish Face

Revision Cloud

Architectural Symbol Legend

2009 International Building Code (IBC)2009 International Mechanical Code (IMC)2009 International Plumbing Code (IPC)2011 National Electrical Code2009 International Energy Conservation Code (IECC)2009 International Fire Code (IFC)2009 International Fuel Gas Code (IFGC)2003 ICC/ANSI 117.1 Accessible Usable Buildings and FacilitiesCity of Hurst Zoning Code

2401 Utah Avenue SouthSeattle, Washington 98134

(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:

Production Designer:

Checked by:

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Pro

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Starbucks CoffeeCompany

Architect of Record

This drawing is a Design Development Document.Site specific modifications made under theresponsible charge of the Architect and/or

Engineer-of-Record will be required prior to usingthis document for Bidding, Permitting, or

Construction.

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C 2011 Starbucks Coffee Company

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These Drawings and Specifications are confidentialand shall remain the sole property of Starbucks

Corporation, which is the owner of the copyright inthis work. They shall not be reproduced (in wholeor in part), shared with third parties or used in any

manner on other projects or extensions to thisproject without the prior written consent of

Starbucks Corporation. These drawings andspecifications are intended to express Design Intentfor a prototypical Starbucks store (which is subjectto change at anytime) and do not reflect actual siteconditions. Neither party shall have any obligationnor liability to the other (except as stated above)until a written agreement is fully executed by both

parties.

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Frank Wancho

Project ContactsGeneral Notes

Sheet Sheet Title

GeneralG-001 General InformationG-010 Design Specifications - Commercial InteriorsG-011 Design Specifications - Commercial InteriorsG-012 Design Specifications - Commercial InteriorsG-013 Design Specifications - Commercial InteriorsG-020 Proposed OrderG-021 Proposed Order

CivilC100 CoverC101 NotesC201 Site PlanC202 Paving PlanC203 Site DetailsC301 Grading PlanC401 Erosion ControlC501 Utility PlanC502 Drainage Area MapC701 Site SignageC702 Site SignageC703 Signage Details

ArchitecturalA-106 Trash EnclosureA-111 Floor PlanA-112 Wall Type LegendA-120 Reflected Ceiling PlanA-131 Roof PlanA-201 Exterior ElevationsA-202 Exterior ElevationsA-301 Building SectionsA-302 Building SectionsA-303 Wall SectionsA-304 Wall SectionsA-305 Wall SectionsA-501 Exterior DetailsA-502 Exterior DetailsA-503 Exterior DetailsA-504 Exterior DetailsA-505 Exterior DetailsA-506 Exterior DetailsA-600 Flashing DetailsA-601 Door & Window Schedule

InteriorsI-110 Accessibility PlanI-113 Penetration PlanI-114 FF and E PlanI-115 Patio PlanI-116 Casework PlanI-117 Lighting PlanI-118 Floor Finish PlanI-119 Wall Finish PlanI-211 Interior ElevationsI-212 Interior ElevationsI-213 Interior ElevationsI-214 Interior ElevationsI-401 Enlarged Restroom Plan and ElevationsI-412 Enlarged Restroom Plan and ElevationsI-501 Design DetailsI-502 Design DetailsI-503 Design DetailsI-504 Casework DetailsI-505 Caswork DetailsI-506 Casework DetailsI-507 Casework DetailsI-508 Casework DetailsI-509 Casework DetailsI-601 SchedulesI-602 Schedules

StructuralS-100 Structural General NotesS-101 Structural SchedulesS-111 Structural Foundation PlanS-131 Structural Roof Framing PlanS-301 Structural Sections & DetailsS-302 Structural Sections & Details

PlumbingP-100 Plumbing Notes & DetailsP-200 Plumbing PlanP-300 Waste PlanP-400 Isometrics

MechanicalM-100 Mechanical Legend, Notes & DetailsM-200 Mechanical Plans, Schedules & Notes

ElectricalE-001 Electrical SpecificationsE-100 Electrical Site PlanE-110 Conduit PlanE-111 Power PlanE-112 Signage, Lighting Plan & ScheduleE-113 Roof Power PlanE-200 Typical DetailsE-210 Panel Schedules, One-Line Diagram & Energy

Code Compliance

Index of Sheets

Name Area

Backbar 348 SFCafe Seating 1106 SFMen's Restroom 52 SFSales 215 SFVestibule 41 SFWomen's Restroom 53 SFWorkroom 482 SFGrand total 2297 SF

Room Schedule

Vicinity Plan

Revision ScheduleRev Date By Description

Site and Occupancy

Code Information

General ConditionsSECTION 01420 - REFERENCESPART 1 - GENERAL1.1 INDUSTRY STANDARDS

A. Applicability of Standards: Unless the Contract Documents include more stringent requirements,applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part ofthe Contract Documents by reference.

B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated.

C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents.1. Where copies of standards are needed to perform a required construction activity, obtain

copies directly from publication source.1.2 ABBREVIATIONS AND ACRONYMS

A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list.ACI American Concrete InstituteAHA American Hardboard AssociationAITC American Institute of Timber ConstructionANSI American National Standards InstituteAPA APA - The Engineered Wood AssociationASHRAE American Society of Heating, Refrigerating and Air-Conditioning EngineersASTM ASTM International (American Society for Testing and Materials International)AWI Architectural Woodwork InstituteAWPA American Wood Protection Association (Formerly: American Wood Preservers'

Association)CRI Carpet and Rug Institute (The)CRRC Cool Roof Rating CouncilCSA Canadian Standards AssociationCSA CSA International (Formerly: IAS - International Approval Services)CSI Construction Specifications Institute (The)ETL SEMCO Intertek ETL SEMCO (Formerly: ITS - Intertek Testing Service NA)FM Global FM Global (Formerly: FMG - FM Global)FSC Forest Stewardship CouncilHPVA Hardwood Plywood & Veneer AssociationITS Intertek Testing Service NA (Now ETL SEMCO)MFMA Maple Flooring Manufacturers Association, Inc.MPI Master Painters InstituteNFPA NFPA (National Fire Protection Association)NOFMA NOFMA: The Wood Flooring Manufacturers Association (Formerly: National Oak

Flooring Manufacturers Association)OPL IntertakSDI Steel Door InstituteSMACNA Sheet Metal and Air Conditioning Contractors' National AssociationUL Underwriters Laboratories Inc.USGBC U.S. Green Building CouncilWCLIB West Coast Lumber Inspection BureauWI Woodwork Institute (Formerly: WIC - Woodwork Institute of California)

B. Code Agencies: Where abbreviations and acronyms are used in Specifications or other ContractDocuments, they shall mean the recognized name of the entities in the following list.DIN Deutsches Institut fur Normung e.V.ICC International Code CouncilICC-ES ICC Evaluation Service, Inc.

C. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications orother Contract Documents, they shall mean the recognized name of the entities in the following list.EPA Environmental Protection Agency

D. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulationsin the following list.ADAAG Americans with Disabilities Act (ADA)

Architectural Barriers Act (ABA)Accessibility Guidelines for Buildings and FacilitiesAvailable from U.S. Access Board

CFR Code of Federal RegulationsAvailable from Government Printing Office

E. State Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list.CDHS California Department of Health ServicesCDPH California Department of Public Health, Indoor Air Quality Section

END OF SECTION 01420

General Conditions (Continued)

Site Construction

General Conditions (Continued)

SECTION 01524 - CONSTRUCTION WASTE MANAGEMENT1.1 SUMMARY

A. Salvaging nonhazardous demolition and construction waste.B. Recycling nonhazardous demolition and construction waste.C. Disposing of nonhazardous demolition and construction waste.

1.2 DEFINITIONSA. Construction Waste: Building and site improvement materials and other solid waste resulting

from construction, remodeling, renovation, or repair operations. Construction waste includes packaging.

B. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations.

C. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction.

D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse.

E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility.

F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work.

1.3 PERFORMANCE REQUIREMENTSA. End-of-Project Rates for Salvage/Recycling: [50] [75] percent.

1.4 WASTE MANAGEMENT PLANA. Types and quantities of demolition and construction waste.B. Type of waste and whether it will be salvaged, recycled, or disposed of in landfill or

incinerator.C. Net additional cost or net savings resulting from waste management plan.

1.5 LEED SUBMITTALA. Waste Reduction Progress Reports: Concurrent with each Application for Payment, submit

completed reporting template.B. Indicate receipt and acceptance of waste material by accepting and processing facilities

licensed to accept them. Include manifests, type of material, weight tickets, receipts, and invoices.

1.6 RECYCLING WASTEA. Recycling Incentives: Revenues and other incentives for recycling will accrue to Owner.


SECTION 01574 - CONSTRUCTION INDOOR AIR QUALITY MANAGMENT PLAN1.1 SUMMARY

A. Section Includes:1. Description of a construction Indoor Air Quality (IAQ) Management Plan.2. IAQ construction requirements.

1.2 INDOOR AIR QUALITYA. Goals: The Owner has set the following indoor air quality goals for jobsite operations on

the project, within the limits of the construction schedule, Contract Sum, and available materials, equipment, products and services. Goals include:

1. Protect workers on the site from undue health risks during construction.2. Prevent residual problems with indoor air quality in the completed building.

1.3 REFERENCES:A. SMACNA IAQ Guidelines for Occupied Buildings Under Construction, 1995.

1.4 CONSTRUCTION IAQ MANAGEMENT PLANA. HVAC Protection: Contractor to avoid using permanent HVAC equipment. When not

used, system is to be sealed. All penetrations, duct openings will be sealed immediately at the timeof installation. When use of permanent HVAC equipment is unavoidable, all supply and return grillsand openings are to have temporary filters of Merv 8 installed. HVAC equipment is not to be usedduring demolition and sanding activities.

B. Provide temporary exhaust fans to maintain space air pressure negative to the outside.C. Use vacuum-assisted power tools whenever feasible (i.e. drywall sanders and concrete

saws). Clean site daily with dust suppression techniques (wet mop, HEPA vacuum). Remove spills and excess applications immediately. Use low VOC, non-toxic cleansers only.

D. Delivery of all materials, fixtures, equipment, and furniture will be directed to vacant available indoor space. All cartons and removed materials, etc. are to be kept clean and dry at all times. Any excessive indoor moisture to be addressed immediately by GC.

E. Temporary construction entry mats will be provided and maintained to retain effectiveness to remove debris during construction.

F. All volatile liquids and solvents to be kept tightly sealed when not in use and stored outside of tenant space.

G. Avoid the use of gas powered tools and equipment. When gas engines are unavoidable, do not allow engine to idle inside indoor space.

H. GC to include IAQ inspections within the weekly job reports, including photos and a tracking sheet.

I. Begin “Before Occupancy” flush-out immediately after all finishes have been installed. Replace all filtration media prior to flush-out. Flush-out with 100% outside air. Maintain an interiorair temperature of at least 60° F during flush-out period. Flush-out for 24 hours a day until a minimum of 3,500 cu. ft./sq. ft. of floor area has been achieved. Begin “During Occupancy” flush-out at time of store turnover. Rate of outside air must be at least 0.30 cfm/sq. ft. Begin flush-out each day three hours prior to store occupancy and continue through day’s occupancy. Continueflush-out until a total of 14,000 cu. ft./sq. ft. of floor area has been achieved. At the end of flush-outprovide new filters.


SECTION 02220 - SELECTIVE STRUCTURE DEMOLITION1.1 SUMMARY

A. Demolition and removal of [portions of a building or structure] [selected site elements].B. Historic items removed and salvaged for Owner.

1.2 SUBMITTALSA. Qualification Data: For demolition firm, refrigerant recovery technician.B. Schedule of Selective Demolition Activities: Indicate the following:

1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's building manager's and other tenants' on-site operations are uninterrupted.

2. Interruption of utility services. Indicate how long utility services will be interrupted.3. Coordination for shutoff, capping, and continuation of utility services.4. Use of elevator and stairs.5. Locations of proposed dust- and noise-control temporary partitions and means of egress,

including for other tenants affected by selective demolition operations.6. Coordination of Owner's continuing occupancy of portions of existing building and of

Owner's partial occupancy of completed Work.7. Means of protection for items to remain and items in path of waste removal from building.

1.3 PROJECT CONDITIONSA. Owner will[ not] occupy portions of building immediately adjacent to selective demolition area.B. Hazardous Materials: Unknown whether hazardous materials will be encountered. If encountered,

Owner will remove hazardous materials under a separate contract.1.4 WARRANTY

A. Existing Warranties: <Insert list of existing warranties affected by selective demolition.>1.5 EXECUTION

A. Utility Services and Mechanical/Electrical Systems: Maintained to occupied facilities.1. Shut Off: By [Owner] [Building manager] [Contractor].

B. Site Access and Temporary Controls: Minimum interference with roads, streets, walks, walkways,and other adjacent occupied and used facilities

C. Temporary Facilities:1. Temporary barricades to prevent injury to people.2. Temporary weather protection.3. Protection of existing finish work to remain.4. Protection of furnishings and equipment.

D. Temporary shoring.E. Removed and Salvaged Items: Cleaned, crated, stored, and transported to Owner's [on] [off]-site

storage area.F. Removed and Reinstalled Items: Cleaned, repaired, crated, stored, and reinstalled.G. Existing Items to Remain: Existing construction protected against damage.H. Disposal of Demolished Items:

1. Burning: Not permitted.2. Disposal: Comply with requirements in General Conditions of the Contract.


SECTION 02225 - CUTTING AND PATCHING1.1 SUMMARY

A. Cutting and patching required by the following:1. Installation of other materials.2. Finishing.3. Alterations.4. Tests and inspections.

1.2 QUALITY ASSURANCEA. Limitations on Cutting and Patching:

1. Structural Elements: <Insert list of elements that requires Architect's approval.>2. Operational Elements: <Insert list of elements that requires Architect's approval.>3. Miscellaneous Elements: <Insert list of elements that requires Architect's approval.>4. Visual Requirements: <Insert list of exposed Work that affects aesthetic qualities.>

1.3 WARRANTYA. Existing Warranties: <Insert list of warranties affected by cutting and patching.>

1.4 MATERIALSA. In-Place Materials: <Insert list of unusual materials that must be matched.>

1.5 EXECUTIONA. Temporary support of Work being cut.B. Existing Utility Services and Mechanical/Electrical Systems: Services/systems bypassed

before cutting to [minimize] [prevent] interruption to occupied areas.C. Cutting: Using hand or small power tools.D. Patching: With seams that are as invisible as possible.


Concrete

SECTION 03300 - CAST-IN-PLACE CONCRETE1.1 SUMMARY

A. Cast-in-place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes, for the following:1. Footings.2. Foundation walls.3. Slabs-on-grade.

1.2 SUBMITTALSA. Product Data: For each type of product indicated.B. Shop Drawings:

1. Reinforcing:a. Detail reinforcing in accordance with ACI 315. Indicate reinforcement sizes,

spacings, locations and quantities of reinforcing, bending and cutting schedules,splicing, and supporting and spacing devices.

b. Indicate embedded items.2. Slab Layouts: Dimension locations of control, expansion, and construction joints. Relate to

building grid lines.C. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics

of materials, Project conditions, weather, test results, or other circumstances warrant adjustments.1. Indicate amounts of mixing water to be withheld for later addition at Project site.

D. Certifications: Submit mill certificates for cement, aggregates, and reinforcing.1.3 MATERIALS

A. Steel Reinforcement:1. Reinforcing Bars: Deformed.

a. Use salvaged bars whenever available.b. Minimum recycled content: 60%

2. Plain-Steel Welded Wire Reinforcement: ASTM A 185, plain, fabricated from as-drawn steel wire into flat sheets.

B. Concrete Materials:1. Portland Cement: ASTM C 150, Type I, gray, supplemented with 50% [fly ash] [ground

granulated blast-furnace slag].2. Aggregate: Normal weight.3. Water: ASTM C 94/C 94M.4. Admixtures: Provide admixtures certified by manufacturer to be compatible with other

admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.a. Air-Entrainment: ASTM C 260.b. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.c. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.d. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M,

Type G.e. Accelerator ASTM C 494, Type C or E, non-corrosive, non-chloride.

C. Fiber Reinforcement: Synthetic, polypropylene.1. Fibrillated polypropylene micro-fibers engineered and designed for use in concrete,

complying with ASTM C 1116/C 1116M, Type IIID. Waterstops: Flexible rubber.E. Plastic Vapor Retarder: ASTM E 1745, Class A. Include manufacturer's recommended adhesive or

pressure-sensitive joint tape.F. Curing Materials: Waterborne, monomolecular film forming, manufactured for application to fresh

concrete.G. Related Materials:

1. Expansion- and isolation-joint-filler strips ASTM D 1751, asphalt-saturated cellulosic fiberor ASTM D 1752, cork or self-expanding cork.

2. Bonding Agent: ASTM C 1059/C 1059M, Type II, non-redispersible, acrylic emulsion or styrene butadiene.

3. Non-Shrink Grouts: ASTM C 1107, Grade B; non-shrink non-catalyzed natural aggregategrout; minimum compressive strength of 7000 PSI at 28 days; 25 to 30 second flow whentested in accordance with ASTM C 939 at 45 to 90 degrees F; cement gray in color

4. Form Release Coating: Water based type; VOC <150g/I; Nox-Crete “Utility Release. Cresset Chemical Company Crete 20_VOC,” or approved; non staining.

H. Repair Materials:1. Repair Underlayment: Cement-based, polymer-modified, self-leveling product that can be

applied in thicknesses from 1/8 inch(3.2 mm) and that can be feathered at edges to matchadjacent floor elevations.a. Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic

cement as defined in ASTM C 219.b. Primer: Product of underlayment manufacturer recommended for substrate,

conditions, and application.c. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch(3.2 to 6 mm) or coarse

sand as recommended by underlayment manufacturer.d. Compressive Strength: Not less than 4100 psi(29 MPa) at 28 days when tested

according to ASTM C 109/C 109M.2. Repair Overlayment: Cement-based, polymer-modified, self-leveling product that can be

applied in thicknesses from 1/8 inch(3.2 mm) and that can be feathered at edges to matchadjacent floor elevations.a. Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic

cement as defined in ASTM C 219.b. Primer: Product of topping manufacturer recommended for substrate, conditions,

and application.c. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch(3.2 to 6 mm) or coarse

sand as recommended by topping manufacturer.d. Compressive Strength: Not less than 5000 psi(34.5 MPa) at 28 days when tested

according to ASTM C 109/C 109M.1.4 INSTALLATION

A. Floor and Slab Finishes:1. Float: Surfaces to receive trowel finish.2. Trowel: Surfaces exposed to view, and surfaces to be covered with resilient flooring,

carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin-film-finish coating system.

3. Trowel and Fine Broom: Surfaces to be covered with ceramic or quarry tile installed by either thickset or thin-set method.

4. Broom: Exterior concrete platforms, steps, and ramps.1.5 FIELD QUALITY CONTROL

A. Testing: By [Owner] [Contractor]-engaged agency.B. Inspections: By Owner-engaged special inspector.


SECTION 03350 - CONCRETE FINISHING1.1 SUMMARY

A. Section Includes:1. Concrete Sealer2. Colored Concrete Sealer.

1.2 SUBMITTALSA. Qualification Data: For qualified Applicator.B. Maintenance Data: For SealSource to include in maintenance manuals.C. Warranty: Special warranties specified in this Section

1.3 WARRANTYA. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or

replace color sealant that fail(s) in materials or workmanship within specified warranty period.1. Warranty Period: Five years from date of Substantial Completion.

1.4 MANUFACTURERSA. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:1. SealSource, LC.2. Ameripolish

1.5 CONCRETE SEALERA. VOC Content: Liquid floor treatments shall have a VOC content of 200 g/L or less when

calculated according to 40 CFR 59, Subpart D (EPA Method 24).B. SealSource Harden X Salt GuardC. Ameripolish Proguard Stain Shield

1.6 COLORED CONCRETE SEALERA. VOC Content: Liquid floor treatments shall have a VOC content of 200 g/L or less when

calculated according to 40 CFR 59, Subpart D (EPA Method 24).B. SealSource KromaPolish.C. Ameripolish Solvent Based Dye

1.7 PREPARATIONA. Inspect existing slab for excessive cracking, spalling, or rock pockets. Clean deficient areas

and patch with an all-purpose, non-shrink, cementitios grout.B. Aggressively grind concrete to expose large aggregate.


SECTION 01352 - SUSTAINABLE DESIGN REQUIREMENTS1.1 SUMMARY

A. This Section includes general requirements and procedures for compliance with certain U.S. Green Building Council's (USGBC) LEED prerequisites and credits needed for the Project to obtain LEED [Certified] [Silver] [Gold] [Platinum] certification based on [LEED for Retail-NC, Pilot] [LEED for Retail-CI, Pilot].1. Other LEED prerequisites and credits needed to obtain LEED certification are

dependent on material selections and may not be specifically identified as LEED requirements. Compliance with requirements needed to obtain LEED prerequisites and credits may be used as one criterion to evaluate substitution requests.

2. Additional LEED prerequisites and credits needed to obtain the indicated LEED certification are dependent on the Architect's design and other aspects of the Project that are not part of the Work of the Contract.

1.2 DEFINITIONSA. Certificates of Chain-of-Custody: Certificates signed by manufacturers certifying that wood used

to make products was obtained from forests certified by an FSC-accredited certification body tocomply with FSC 1.2, "Principles and Criteria." Certificates shall include evidence that mill is certified for chain-of-custody by an FSC-accredited certification body.

B. LEED: Leadership in Energy & Environmental Design.C. Rapidly Renewable Materials: Materials made from agricultural products that are typically

harvested within a ten-year or shorter cycle. Rapidly renewable materials include products madefrom bamboo, cotton, flax, jute, straw, sunflower seed hulls, vegetable oils, or wool.

D. Regionally Manufactured Materials: Materials that are manufactured within a radius of 500 miles(800 km) from the Project location. Manufacturing refers to the final assembly of components into the building product that is installed at the Project site.

E. Regionally Extracted, Harvested, or Recovered Materials: Materials that are extracted, harvested, or recovered and manufactured within a radius of 500 miles (800 km) from the Projectsite.

F. Recycled Content: The percentage by weight of constituents that have been recovered or otherwise diverted from the solid waste stream, either during the manufacturing process (pre-consumer), or after consumer use (post-consumer).1. Spills and scraps from the original manufacturing process that are combined with other

constituents after a minimal amount of reprocessing for use in further production of thesame product are not recycled materials.

2. Discarded materials from one manufacturing process that are used as constituents in another manufacturing process are pre-consumer recycled materials.

1.3 SUBMITTALSA. Project Materials Cost Data: Provide statement indicating total cost for materials used

for Project. Costs exclude labor, overhead, and profit. Include breakout of costs for the following categories of items:1. Divisions 2-10.2. Divisions 1, 13, and 14.3. Division 12.4. Plumbing.5. Wood-based construction materials.

B. LEED Action Plans: Provide preliminary submittals within [seven] [14] <Insert number> days of date established for [the Notice to Proceed] [the Notice of Award] indicating how the following requirements will be met.1. Credit MR 2, Construction Waste Management: Waste management plan

complying with Division 1 Section "Construction Waste Management."2. Credit MR 3, Resource Reuse: List of proposed salvaged and refurbished

materials.a. Identify each material that will be salvaged or refurbished, its source,

and cost.3. Credit MR 4, Recycled Content: List of proposed materials with recycled content.

a. Indicate cost, post-consumer recycled content, and pre-consumer recycled content for each product having recycled content.

4. Credit MR 5.1[ and 5.2], Regional Materials: List of proposed regionally manufactured materials[ and regionally extracted, harvested, or recovered materials].a. Identify each regionally manufactured material, its source, and cost.b. Identify each regionally extracted, harvested or recovered material, its

source, and cost.5. Credit MR 7.0, Certified Wood: List of proposed certified wood products.

a. Indicate each product containing certified wood, its source, and cost.b. Include statement indicating total cost for wood-based materials used

for Project, including non-rented temporary construction.6. Credit EQ3.1, Construction IAQ Management Plan, During Construction: Proposed

revisions to the Construction IAQ Plan Template complying with SMACNA IAQ Guidelinesfor Occupied Buildings Under Construction, 1995.

C. LEED Progress Reports: Concurrent with each Application for Payment, submit reports comparing actual construction and purchasing activities with LEED action plans for the following:1. Credit MR 2.1[ and Credit MR 2.2]: Waste reduction progress reports complying

with Division 1 Section "Construction Waste Management."2. Credit MR 3: Salvaged and refurbished materials.3. Credit MR 3.1[ and Credit MR 3.2]: Salvaged and refurbished materials.4. Credit MR 4.1[ and Credit MR 4.2]: Recycled content.5. Credit MR 5.1[ and Credit MR 5.2]: Regional materials.6. Credit MR 5.1[ and Credit MR 5.2]: Regionally manufactured materials[ and

regionally extracted and manufactured materials].7. Credit [MR 6] [MR 7]: Certified wood products.

D. LEED Documentation Submittals:1. Credit SS 7.4, Heat Island Effect, Roof: Product Data for roofing materials

indicating Solar Reflective Index.2. Credit WE 1, Water Use Reduction: Data and cutsheets for all waterclosets,

urinals and flushometers.3. Credit MR 2, Construction Waste Management: Comply with Division 1 Section

"Construction Waste Management."4. Credit MR 3, Resource Reuse: Receipts for salvaged and refurbished materials

used for Project, indicating sources and costs for salvaged and refurbished materials.

5. Credit MR 4, Recycled Content: Product Data and certification letter indicating percentages by weight of post-consumer and pre-consumer recycled content for contractor procured products having recycled content. Include statement indicating costs for each product having recycled content.

6. Credit MR 5.1[ and Credit MR 5.2], Regional Materials: Product data indicating location of material manufacturer for regionally manufactured materials. Include statement indicating cost for each regionally manufactured material[ and for each regionally extracted and manufactured material].a. Include statement indicating distance from manufacturer to Project for

each regionally manufactured material.b. Include statement indicating location of and distance from Project to

point of extraction, harvest, or recovery for each raw material used in regionally extracted and manufactured materials.

7. Credit MR 7.0, Certified Wood: Product Data and certificates of chain-of-custody for products containing certified wood.a. Include statement indicating costs for each product containing certified

wood.b. Include statement indicating total cost for wood-based materials used for

Project, including non-rented temporary construction.8. Credit EQ 3.1, Construction IAQ Management Plan, During Construction:

a. Product Data for temporary filtration media.b. Product Data for filtration media used during occupancy.c. Construction Documentation: Six photographs at three different

occasions during construction along with a brief description of the SMACNA approach employed, documenting implementation of the IAQ management measures, such as protection of ducts and on-site stored or installed absorptive materials.

9. Credit EQ 3.2, Construction IAQ Management Plan, Before Occupancy:a. Signed statement describing the building air flush-out procedures

including the dates when flush-out was begun and completed and statement that filtration media was replaced after flush-out.

10. Credit EQ 4A, Low-Emitting Materials, Adhesives and Sealants: Product data for adhesives and sealants used inside the weatherproofing system indicating VOC content of each product used. Indicate VOC content in g/L calculated according to 40 CFR 59, Subpart D.

11. Credit EQ 4B, Low-Emitting Materials, Paints and Coatings: Product data for paints and coatings used inside the weatherproofing system indicating[ chemical composition and] VOC content of each product used. Indicate VOC content in g/L calculated according to 40 CFR 59, Subpart D.

12. Credit EQ 4D, Low-Emitting Materials, Composite Wood: Product data for products containing composite wood or agrifiber products or wood glues indicating that they do not contain urea-formaldehyde resin.

13. Credit EQ 4F, Low-Emitting Materials, Ceiling and Wall Systems: Product data for all gypsum board, insulation, acoustical ceiling systems and wall coverings installed in the building interior showing low-emitting certification.



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Starbucks Corporation. These drawings andspecifications are intended to express Design Intentfor a prototypical Starbucks store (which is subjectto change at anytime) and do not reflect actual siteconditions. Neither party shall have any obligationnor liability to the other (except as stated above)

until a written agreement is fully executed by bothparties.

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Metals

Wood and Plastics (Continued)Concrete (Continued)SECTION 03542 - HYDRAULIC-CEMENT-BASED UNDERLAYMENT1.1 SUMMARY

A. Hydraulic-cement-based underlayment for use below interior floor coverings.1.2 MATERIALS

A. Underlayment: Hydraulic-cement-based, polymer-modified, self-leveling product that can be applied in minimum uniform thickness of 1/4 inch (6 mm) and that can be feathered at edges to match adjacent floor elevations.1. Cement Binder: Portland cement, or other hydraulic or blended hydraulic cement.

B. Primer: Product of underlayment manufacturer recommended in writing for substrate, conditions, and application indicated.1. Primer shall have a VOC content of 200 g/L or less when calculated according to 40 CFR

59, Subpart D.END OF SECTION 03542

SECTION 06440 - PLASTIC PANELINGPART 1 - GENERAL1.1 SUMMARY

A. Section Includes the following:1. Glass-fiber reinforced plastic (FRP) wall paneling.2. Molding, adhesives, and joint sealants.

1.2 PLASTIC SHEET PANELINGA. General: Gelcoat-finished, glass-fiber reinforced plastic panels complying with ASTM D 5319.

1. Low-Emitting Materials: Paneling shall comply with the testing and product requirementsof the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers."

2. Nominal Thickness: Not less than 0.09 inches.3. Color: White.4. Molding Color: White.5. Surface Finish: Molded pebble texture.

1.3 ADHESIVESA. As recommended by plastic paneling manufacturer.

1. VOC Limit: 50 g/L1.4 ACCESSORIES

A. Trim Accessories: Manufacturer's standard one-piece vinyl extrusions designed to retain and cover edges of panels. Provide division bars, inside corners, outside corners, and caps as needed to conceal edges.1. Color: White.


SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK1.1 SUMMARY

A. Interior standing and running trim.B. Flush wood paneling and wainscots.C. Melamine cabinets.D. Solid-surfacing-material countertops.E. Closet and utility shelving.

1.2 QUALITY ASSURANCEA. Quality Standard: AWI.

1.3 MATERIALSA. Wood Products: Comply with the following:

1. Hardboard: AHA A135.4.2. Medium-Density Fiberboard: ANSI A208.2, Grade MD, made with binder containing no

urea formaldehyde.3. Moisture Resistant Medium-Density Fiberboard: ANSI A208.2, Grade MD, MR50, made

with binder containing no urea formaldehyde.4. Straw-based Particleboard: ANSI A208.1, Grade M-2, except for density, made with

adhesive containing no urea formaldehyde.5. Softwood Plywood: DOC PS 1, Special Exterior A-A, made with adhesive containing no

urea formaldehyde.6. Veneer-Faced Panel Products (Hardwood Plywood): HPVA HP-1, made with adhesive

containing no urea formaldehyde.B. Adhesives, General: Do not use adhesives that contain urea formaldehyde.C. VOC Limits for Installation Adhesives and Glues: Use installation adhesives that comply with the

following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24):1. Wood Glues: 30 g/L.2. Contact Adhesive: 250 g/L.

a. VOC Limits: 80 g/LD. Closet and Utility Shelving:

1. Grade: Economy.2. Shelf Material: 3/4-inch(19-mm) thermoset decorative panel with PVC or polyester edge

banding.3. Cleats: 3/4-inch(19-mm) panel product.

E. Shop Finishing:1. Grade: Same grade as woodwork.2. Extent: All woodwork shop finished.

1.4 INSTALLATIONA. Scribe and cut millwork to fit adjoining work, refinish cut surfaces, and repair damaged

finish at cuts.B. Anchor millwork to anchors or blocking built in or directly attached to substrates.

Secure with countersunk, concealed fasteners and blind nailing as required for complete installation. Use fine finishing nails or finishing screws for exposed fastening, countersunk and filled flush with millwork and matching final finish if transparent finish is indicated.

C. Cabinets: Install without distortion so doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete installation of hardware and accessory items as indicated.1. Install cabinets with no more than 1/8 inch in 96-inch(3 mm in 2400-mm) sag,

bow, or other variation from a straight line.D. Countertops: Anchor securely by screwing through corner blocks of base cabinets or other

supports into underside of countertop.1. Align adjacent solid-surfacing-material countertops and form seams to comply

with manufacturer's written recommendations using adhesive in color to match countertop. Carefully dress joints smooth, remove surface scratches, and clean entire surface.

2. Install countertops with no more than 1/8 inch in 96-inch(3 mm in 2400-mm) sag, bow, or other variation from a straight line.

3. Secure coved backsplashes to tops per manufactures fabrication manual and to walls with adhesive.

4. Calk space between backsplash and wall with sealant specified in Division 7 Section "Joint Sealants."


SECTION 05500 - METAL FABRICATIONS1.1 SUMMARY

A. Steel framing and supports for mechanical and electrical equipment.B. Steel framing and supports for applications where framing and supports are not specified in

other Sections.C. Shelf angles.D. Metal bollards.

1.2 SUBMITTALSA. Product Data: For the following:

1. Paint products.2. Grout.3. All prefabricated products.

B. Shop Drawings: Show fabrication and installation details for metal fabrications.1. Include plans, elevations, sections, and details of metal fabrications and their

connections. Show anchorage and accessory items.2. Provide templates for anchors and bolts specified for installation under other

Sections.C. Welding certificates.

1.3 PRODUCTSA. Materials: Steel plates, shapes, and bars, steel pipe, slotted channel framing.

1. Provide steel W-shapes, channels, angles, M-shapes, S-shapes with a minimum recycled content of 60 percent.

B. Miscellaneous Framing and Supports:1. Steel framing and supports for mechanical and electrical equipment, applications

where framing and supports are not specified in other Sections.2. Galvanize where indicated.3. Prime with zinc-rich primer where indicated.

C. Loose steel lintels, galvanized at exterior walls.D. Shelf angles, galvanized.E. Steel weld plates and angles not specified in other Sections, for casting into concrete.F. Metal Bollards: Schedule 40 steel pipe.


Thermal and Moisture ProtectionSECTION 07841 - THROUGH-PENETRATION FIRESTOP SYSTEMS1.1 SUMMARY

A. This Section includes through-penetration firestop systems for penetrations through fire-resistance-rated constructions, including both empty openings and openings containing penetratingitems.

1.2 PERFORMANCE REQUIREMENTSA. Provide through-penetration firestop systems with the following ratings determined per [ASTM E

814] [or] [UL 1479]:1. F-Rated Systems: F-ratings equaling or exceeding fire-resistance rating of constructions

penetrated.2. T-Rated Systems: For penetrations located outside wall cavities and outside fire-

resistance-rated shaft enclosures.3. L-Rated Systems: Where through-penetration firestop systems are indicated in smoke

barriers.1.3 SUBMITTALS

A. Product Data: For each type of product indicated.1.4 QUALITY ASSURANCE

A. Installer Qualifications: A firm approved by FMG according to FMG 4991, "Approval of Firestop Contractors."

B. Fire-Test-Response Characteristics: Tested per ASTM E 814 by [UL] [OPL] [ITS] <Insert name ofqualified testing and inspecting agency>.

1.5 MANUFACTURERSA. VOC Content of Interior Sealants: Provide interior sealants and sealant primers that comply with the

following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method24):1. Sealants: 250 g/L.2. Sealant Primers for Nonporous Substrates: 250 g/L.3. Sealant Primers for Porous Substrates: 775 g/L.

B. Products: Subject to compliance with requirements, provide one of the through-penetration firestopsystems indicated for each application in the Through-Penetration Firestop System.

1.6 MATERIALSA. Accessories: [Permanent forming/damming/backing materials] [temporary forming

materials] [substrate primers] [collars] [and] [steel sleeves] as needed to comply with performance requirements.

1.7 INSTALLATIONA. Identification: Preprinted metal or plastic labels, permanently attached.

1.8 FIELD QUALITY CONTROLA. Inspection of Installed Firestop Systems: By Owner-engaged agency according to ASTM E 2174

requirements.1.9 THROUGH-PENETRATION FIRESTOP SYSTEM SCHEDULE

A. Firestop Systems for Metallic Pipes, Conduit, or Tubing:1. Type of Fill Materials: One or more of the following:

a. Intumescent putty.B. Firestop Systems for Nonmetallic Pipe, Conduit, or Tubing:

1. Type of Fill Materials: One or more of the following:a. Intumescent putty.

C. Firestop Systems for Insulated Pipes:1. Type of Fill Materials: One or more of the following:

a. Intumescent putty.D. Firestop Systems for Miscellaneous Electrical Penetrants:

1. Type of Fill Materials: One or more of the following:a. Intumescent putty.

E. Firestop Systems for Miscellaneous Mechanical Penetrants:1. Type of Fill Materials: One or both of the following:

a. Latex sealant.F. Firestop Systems for Groupings of Penetrants:

1. Type of Fill Materials: One or more of the following:a. Latex sealant.b. Intumescent wrap strips.


Thermal and Moisture Protection (Continued)

SECTION 07842 - FIRE-RESISTIVE JOINT SYSTEMS1.1 SUMMARY

A. Fire-resistive joint systems for the following:1. Floor-to-wall joints.2. Head-of-wall joints.3. Wall-to-wall joints.

1.2 PERFORMANCE REQUIREMENTSA. Fire-Resistance Ratings of Joint Systems in and between Fire-Resistance-Rated Constructions:

Equaling or exceeding the fire-resistance ratings of construction that they join, [and with movementcapabilities indicated ]as determined by UL 2079.

1.3 SUBMITTALSA. Product Data: For each type of product indicated.

1.4 QUALITY ASSURANCEA. Fire-Test-Response Characteristics: Tested by [UL] [OPL] <Insert name of qualified testing and

inspecting agency>.1.5 MATERIALS

A. Products: Subject to compliance with requirements, provide one of the fire-resistive joint systemsindicated for each application in the Fire-Resistive Joint System Schedule.

B. Accessories: Forming materials and other components needed to install fill materials.C. Designation System for Joints in or between Fire-Resistance-Rated Constructions: Alphanumeric

systems listed in UL's "Fire Resistance Directory" under Product Category XHBN.D. Floor-to-Wall Fire-Resistive Joint Systems:

1. UL-Classified Systems: FW-S-0000-0999.2. Assembly Rating: As Indicated.3. Nominal Joint Width: As indicated.

E. Head-of-Wall Fire-Resistive Joint Systems:1. UL-Classified Systems: HW-D-0000-0999.2. Assembly Rating: As indicated.3. Nominal Joint Width: As indicated.4. Movement Capabilities: Class III - compression or extension.

F. Wall-to-Wall Fire-Resistive Joint Systems:1. UL-Classified Systems: WW-S-0000-0999.2. Assembly Rating: As indicated.3. Nominal Joint Width: As indicated.


SECTION 07920 - JOINT SEALANTS1.1 QUALITY ASSURANCE

A. Preconstruction compatibility and adhesion testing.B. Product testing.C. Preconstruction field-adhesion testing.D. Mockups.

1.2 MATERIALSA. VOC Content of Interior Sealants: Provide interior sealants and sealant primers that comply with the

following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method24):1. Sealants: 250 g/L.2. Sealant Primers for Nonporous Substrates: 250 g/L.3. Sealant Primers for Porous Substrates: 775 g/L.

B. Elastomeric Joint Sealants: Liquid applied, chemically curing; ASTM C 920.1. Suitability for Contact with Food: Where elastomeric sealants are indicated for joints that

will come in repeated contact with food, provide products that comply with 21 CFR 177.2600.

2. Multicomponent Nonsag Neutral-Curing Silicone Sealant ES-1.3. Single-Component Mildew-Resistant Neutral-Curing Silicone Sealant ES-2.4. Single-Component Mildew-Resistant Acid-Curing Silicone Sealant ES-3.5. Single-Component Mildew-Resistant Acid-Curing RTV Silicone Sealant ES-4.6. Multicomponent Nonsag Polyurea Sealant ES-5.7. Multicomponent Nonsag Polyurea Filler ES-6.

C. Latex Sealant LS-1: Comply with ASTM C 834, Type P, Grade NF.D. Joint-Sealant Backing:

1.3 JOINT-SEALANT SCHEDULEA. Joint-Sealant Application JS-1: Exterior horizontal nontraffic and traffic isolation and contraction

joints in cast-in-place concrete slabs.1. Joint Sealant: ES-5.

B. Joint-Sealant Application JS-2: Exterior perimeter joints between wall and frames of doors and windows.1. Joint Sealant: ES-1.

C. Joint-Sealant Application JS-3: Exterior control and expansion joints in horizontal traffic surfaces ofbrick pavers, ceramic tile, stone paving units, concrete tile.1. Joint Sealant: Multicomponent pourable polysulfide sealant.2. Joint-Sealant Color: As selected by Architect from manufacturer's full range.

D. Joint-Sealant Application JS-4: Interior perimeter joints of exterior openings.1. Joint Sealant: ES-3.

E. Joint-Sealant Application JS-5: Interior ceramic tile expansion, control, contraction, and isolationjoints in horizontal traffic surfaces.1. Joint Sealant: ES-3.2. Joint-Sealant Color: As noted.

F. Joint-Sealant Application JS-6: Interior joints between plumbing fixtures and adjoining walls, floors,and counters.1. Joint Sealant: ES-3.2. Joint-Sealant Color: White.

G. Joint-Sealant Application JS-7: Vertical joints on exposed surfaces of interior partitions.1. Joint Sealant: ES-3.

H. Joint-Sealant Application JS-8: Perimeter joints between interior wall surfaces and frames of interior doors, windows.1. Joint Sealant: ES-3.

I. Joint-Sealant Application JS-9: HVAC joints.1. Joint Sealant: ES-2.2. Joint-Sealant Color: Aluminum.

J. Joint-Sealant Application JS-10: Non-porous material to non-porous material.1. Joint Sealant: ES-4.2. Joint-Sealant Color: Clear.


SECTION 08110 - STEEL DOORS AND FRAMES1.1 SUMMARY

A. Standard hollow metal doors and frames.1.2 SUBMITTALS

A. Product Data: For each type of product indicated. Include construction details, material descriptions,core descriptions, fire-resistance rating, temperature-rise ratings, and finishes.

B. Shop Drawings: Include the following:1. Elevations of each door design.2. Details of doors, including vertical and horizontal edge details and metal thicknesses.3. Frame details for each frame type, including dimensioned profiles and metal thicknesses.4. Locations of reinforcement and preparations for hardware.5. Details of each different wall opening condition.6. Details of anchorages, joints, field splices, and connections.7. Details of accessories.8. Details of moldings, removable stops, and glazing.9. Details of conduit and preparations for power, signal, and control systems.

1.3 QUALITY ASSURANCEA. Standard Hollow Metal Quality Standard: ANSI/SDI A250.8.B. Fire-Rated Doors and Frames: [Positive-pressure] [Neutral-pressure] testing.

1.4 PRODUCTSA. Standard Hollow Metal Doors:

1. Design: Flush panel.2. Thermal-Rated Doors: Exterior where indicated.3. Exterior Doors: Face sheets fabricated from metallic-coated level 2 bullet resistant steel

sheet.a. Level 2 and Physical Performance Level B (Heavy Duty).

B. Standard Hollow Metal Frames:1. Exterior Frames: Metallic-coated steel sheet; full profile welded.

a. Frames for Level 2 Steel Doors: 0.053-inch-(1.3-mm-) thick steel sheet.2. Interior Frames: Cold-rolled steel sheet; knocked down.

a. Frames for Level 1 Steel Doors: 0.042-inch-(1.0-mm-) thick steel sheet.b. Frames for Wood Doors: [0.042-inch-(1.0-mm-)] thick steel sheet.

C. Hollow Metal Panels: Same materials, construction, and finish as adjoining hollow metal work.D. Accessories:

1. Moldings and stops for glazed lites.2. Terminated (hospital) stops.3. Louvers: [Sightproof] [Lightproof] [Fire-rated automatic], steel.

E. Finishes: [Factory priming for field painting] [Factory-applied paint].1.5 INSTALLATION

A. Metal-Stud Partitions: Frames filled with insulation.B. Concrete and Masonry Walls: Frames filled with grout.


Doors and Windows

Wood and PlasticsSECTION 06160 - ROUGH INTERIOR FRAMING1.1 SUMMARY

A. Wood blocking and nailers.B. Utility shelving.C. Plywood backing panels.

1.2 MATERIALSA. Wood-Preservative-Treated Lumber:

1. Preservative Treatment: AWPA C2 with chemicals containing no arsenic or chromium.a. AWPA C31 (inorganic boron) may be used in protected locations.

2. Application: Items indicated and as follows:a. Items in contact with roofing or waterproofing.b. Items in contact with concrete or masonry.c. Framing less than 18 inches(460 mm) above ground in crawlspaces.d. Floor plates installed over concrete slabs-on-grade.

B. Fire-Retardant-Treated Materials:1. Interior Type A: Treated materials shall have a moisture content of 28 percent or less

when tested according to ASTM D 3201 at 92 percent relative humidity. Use where exterior type is not indicated

2. Application: Items indicated and as follows:a. Concealed blocking.b. Plywood backing panels.

C. Dimension Lumber Framing: For items of dimension lumber size, provide Construction or No. 2 grade lumber with 19 percent maximum moisture content of any species.

D. Plywood backing panels for telephone and electrical equipment: made with adhesives containingno urea formaldehyde.

E. Fasteners: Hot-dip galvanized steel where exposed to weather, in ground contact, in contact with treated wood, or in area of high relative humidity.1. Construction Adhesive:

a. VOC Limits: 70 g/L2. Wood Adhesive:

a. VOC Limits: 30 g/L3. Contact Adhesive:

a. VOC Limits: 80 g/LEND OF SECTION 06160


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SECTION 08211 - FLUSH WOOD DOORS1.1 SUBMITTALS

A. Product Data: For each type of door indicated. Include details of core and edge construction and trimfor openings.

B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door; construction details not covered in Product Data; location and extent of hardware blocking; and otherpertinent data.1. Indicate dimensions and locations of mortises and holes for hardware.2. Indicate dimensions and locations of cutouts.3. Indicate requirements for veneer matching.4. Indicate doors to be factory finished and finish requirements.5. Indicate fire-protection ratings for fire-rated doors.

C. Warranty: Sample of special warranty.1.2 QUALITY ASSURANCE

A. Quality Standard: AWI.1. AWI Quality Certification Labels or an AWI letter of licensing for doors.2. WI-Certified Compliance Certificate for doors and installation.

B. Fire-Rated Wood Doors: Positive pressure testing.1.3 DOOR CONSTRUCTION, GENERAL

A. Low-Emitting Materials: Made with adhesives and composite wood products that do not contain ureaformaldehyde.

1.4 VENEERED-FACED DOORS FOR TRANSPARENT FINISHA. Interior Solid-Core Doors:

1. Grade: [Premium, with Grade AA faces] [Premium, with Grade A faces] [Custom (Grade Afaces)] [Economy (Grade B faces)].

2. Species: Select white birch.3. Cut: Rotary cut.4. Core: Particleboard.5. Construction: Five or seven plies, bonded.

1.5 PRIMING/FINISHINGA. Shop Priming:

1. Doors for Opaque Finish: One coat of wood primer.2. Doors for Transparent Finish: Stain and first coat of finish.

B. Factory Finishing: All doors.C. Transparent Factory Finishes:

1. Grade: [Premium] [Custom].2. Finish: [Conversion varnish] [Catalyzed polyurethane] [UV curable coating] <Insert finish

designation>.3. Effect: [Open-grain finish] [Filled finish] [Semifilled finish].

D. Opaque Factory Finishes:1. Grade: [Premium] [Custom].2. Finish: [Conversion varnish] [Catalyzed polyurethane] [UV curable coating] <Insert finish

designation>.END OF SECTION 08211

SECTION 08331 - OVERHEAD COILING DOORS1.11.2 SUBMITTALS

A. Product Data: For each type and size of overhead coiling door and accessory. Include the following:B. Shop Drawings: For each installation and for special components not dimensioned or detailed in

manufacturer's product data. Include plans, elevations, sections, details, and attachments to otherwork.1. Detail equipment assemblies and indicate dimensions, weights, loads, required

clearances, method of field assembly, components, and location and size of each field connection.

C. Samples for Initial Selection: Manufacturer's finish charts showing full range of colors and texturesavailable for units with factory-applied finishes.1. Include similar Samples of accessories involving color selection.

D. Samples for Verification: For each type of exposed finish required, prepared on Samples of size indicated below.1. Curtain Slats: 12 inches(305 mm) long.2. Bottom Bar: 6 inches(150 mm) long.3. Guides: 6 inches(150 mm) long.4. Brackets: 6 inches(150 mm) square.5. Hood: 6 inches(150 mm) square.

E. Delegated-Design Submittal: For overhead coiling doors indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation.1. Detail fabrication and assembly of seismic restraints.2. Summary of forces and loads on walls and jambs.

F. Qualification Data: For qualified Installer.G. Seismic Qualification Certificates: For overhead coiling doors, accessories, and components, from

manufacturer.H. Maintenance Data: For overhead coiling doors to include in maintenance manuals.

1.3 PERFORMANCE REQUIREMENTSA. Operation-Cycle Requirements: Provide overhead coiling grille components and operators capable

of operating for not less than 50,000 cycles and for 25 cycles per day.1.4 DOOR ASSEMBLY

A. General: Fabricate overhead coiling grille curtain consisting of a network of 5/16-inch-(8-mm-) minimum diameter horizontal rods, or rods covered with tube spacers, spaced as indicated. Interconnect rods by vertical links approximately 5/8 inch(16 mm) wide, spaced as indicated and rotating on rods.1. Space rods at approximately 1-1/2 inches(38 mm) o.c.2. Space links approximately 9 inches(228 mm) apart in a straight in-line pattern.3. Aluminum Grille Curtain: ASTM B 221(ASTM B 221M), alloy and temper recommended by

aluminum producer and finisher for type of use and finish indicated.B. Hood: Aluminum.C. Manual door operator.

1.5 INSTALLATIONA. Factory-authorized representative to [perform startup service and testing] [and] [train Owner's

personnel].END OF SECTION 08331

Doors and Windows (Continued)SECTION 08345 - DOUBLE ACTING SWING DOORSPART 1 - GENERAL1.1 SUMMARY

A. Section Includes:1. Solid-core double acting swing doors with plastic laminate faces.

1.2 SUBMITTALSA. Product Data: For each type of product indicated. Include construction details, material

descriptions, core descriptions, fire-resistance rating, temperature-rise ratings, and finishes.B. Shop Drawings: Include the following:

1. Elevations of each door design.2. Details of doors, including vertical and horizontal edge details and metal thicknesses.3. Frame details for each frame type, including dimensioned profiles and metal thicknesses.4. Locations of reinforcement and preparations for hardware.5. Details of accessories.6. Details of moldings, removable stops, and glazing.

1.3 STANDARD DOUBLE ACTING SWING DOORSA. General: Provide doors of design indicated, not less than thickness indicated; fabricated with

smooth surfaces, without visible joints or seams on exposed faces unless otherwise indicated. Comply with ANSI/SDI A250.8.1. Design: As indicated.

B. Core Construction: 3/4” exterior grade solid wood core made with adhesives and composite wood products that do not contain urea formaldehyde.1. Vertical Edges for Double-Acting Doors: Round vertical edges with 2-1/8-inch(54-mm)

radius.2. Top and Bottom Edges: Closed with flush or inverted 0.042-inch-(1.0-mm-) thick, end

closures or channels of same material as face sheets.3. Tolerances: Comply with SDI 117, "Manufacturing Tolerances for Standard Steel Doors

and Frames."C. Interior Doors: Face sheets fabricated from decorative high pressure laminate. Provide doors

complying with requirements indicated below by referencing ANSI/SDI A250.8 for level and modeland ANSI/SDI A250.4 for physical performance level:1. Level 1 and Physical Performance Level C (Standard Duty).

a. Width: As indicated on Drawings.D. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcing plates of 18

gauge stainless steel..E. Fabricate concealed stiffeners and hardware reinforcement from either cold- or hot-rolled steel

sheet.1.4 STOPS AND MOLDINGS

A. Moldings for Glazed Lites in Doors: Minimum 0.032 inch(0.8 mm) thick.B. Loose Stops for Glazed Lites in Frames: Minimum 0.032 inch(0.8 mm) thick, fabricated from same

material as frames in which they are installed.1.5 STEEL FINISHES

A. Prime Finish: Apply manufacturer's standard primer immediately after cleaning and pretreating.1. Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer

complying with ANSI/SDI A250.10 acceptance criteria; recommended by primer manufacturer for substrate; compatible with substrate and field-applied coatings despite prolonged exposure.

B. Factory-Applied Paint Finish: Manufacturer's standard, complying with ANSI/SDI A250.3 for performance and acceptance criteria.

1.6 Color and Gloss: As indicated by manufacturer's designations.END OF SECTION 08345

SECTION 08800 - GLAZING1.1 SUMMARY

A. Glazing required for the following:1. Windows.2. Doors.3. Storefront framing.

1.2 SUBMITTALSA. Product Data: For each glass product and glazing material indicated.B. Glazing Schedule: Use same designations indicated on Drawings for glazed openings in preparing

a schedule listing glass types and thicknesses for each size opening and location.C. Product Certificates: Signed by manufacturers of glass and glazing products certifying that products

furnished comply with requirements.1. For solar-control low-e-coated glass, provide documentation demonstrating that

manufacturer of coated glass is certified by coating manufacturer.D. Warranties: Special warranties specified in this Section.

1.3 QUALITY ASSURANCEA. Preconstruction adhesion and compatibility testing.

1.4 WARRANTYA. Deterioration of Coated Glass: Not less than 10 years.B. Deterioration of Insulating Glass: Not less than 10 years.

1.5 MATERIALSA. Glass Products:

1. Annealed Float Glass: Clear.2. Heat-Treated Float Glass: Heat strengthened.3. Coated Float Glass: Sputter coated.4. Insulating Glass: Manufacturer's standard dual-seal units.

B. Fire-Resistive Glazing: [Monolithic ceramic glazing material] [Film-faced ceramic glazing material][Laminated ceramic glazing material] [Specially tempered monolithic glass] [Laminated glass with intumescent interlayers] [Gel-filled, dual-glazed units].

C. Silicone Glazing Sealants: [Neutral] [Neutral or basic] [Acid] curing, Class [25] [50] [100/50], VOCless than 250 g/L.

D. Glazing Tapes: [Back-bedding-mastic] [Expanded-cellular] type.E. Glazing Gaskets: [Dense compression] [Soft compression] [Lock strip].

1.6 GLASS UNITS1.7 INSULATING-GLASS UNITS

A. Solar-Control Low-E Insulating-Glass Units IG-1:1. Overall Unit Thickness and Thickness of Each Lite: 25 and 6.0 mm.2. Interspace Content: [Air] [Argon].3. Outdoor Lite: Class 1 (clear) float glass.4. Indoor Lite: Class 1 (clear) float glass.5. Low-E Coating: Sputtered on second or third surface.6. Visible Light Transmittance: 70 percent minimum.7. Winter Nighttime U-Factor: <Insert value> maximum.8. Summer Daytime U-Factor: <Insert value> maximum.9. Solar Heat Gain Coefficient: <Insert value> maximum.10. Outdoor Visible Reflectance: 11 percent maximum.


SECTION 08410 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS1.1 SUMMARY

A. Exterior and interior storefront framing.B. Exterior and interior manual-swing entrance doors.

1.2 PERFORMANCE REQUIREMENTSA. Delegated Design: Contractor to design aluminum-framed systems.B. Structural Performance:

1. Wind Loads: As indicated on Drawings.2. Seismic Loads: As indicated on Drawings.

C. Deflection of Framing Members:1. Deflection Normal to Wall Plane: Limited to L/175.2. Deflection Parallel to Glazing Plane: Limited to L/360 or 1/8 inch(3.2 mm),

whichever is smaller.D. Windborne-Debris-Impact-Resistance Performance: <Insert requirement>.

1.3 SUBMITTALSA. Product Data: Include construction details, material descriptions, dimensions of individual

components and profiles, and finishes for each type of product indicated.B. Shop Drawings: For aluminum-framed systems. Include plans, elevations, sections, details,

and attachments to other work.1. Include details of provisions for system expansion and contraction and for draining

moisture occurring within the system to the exterior.2. For entrances, include hardware schedule and indicate operating hardware types,

functions, quantities, and locations.C. Samples: Submit three samples, minimum 2”x4”, of aluminum finished with system and

color proposed for the finished work.D. Warranties: Special warranties specified in this Section.

1.4 QUALITY ASSURANCEA. Quality-control program for structural-sealant-glazed system.B. Preconstruction sealant testing.

1.5 WARRANTYA. Materials and Workmanship: Three years.B. Finish: 20 years.

1.6 MAINTENANCE SERVICEA. Entrance Door Hardware: [Six] <Insert number> months.

1.7 MANUFACTURERSA. Basis-of-Design Product: The design for aluminum-framed systems is based on Kawneer

Trifab VG 451 front set for exterior applications, Trifab VG 450 for interior applications, and3500 Series for swing doors. MATERIALS

B. Aluminum: Alloy and temper recommended by manufacturer.C. Steel reinforcement.

1.8 FRAMING SYSTEMSA. Brackets and reinforcements.B. Fasteners and accessories.C. Concrete and masonry inserts.D. Concealed Flashing: Manufacturer's standard corrosion-resistant, nonstaining, nonbleeding

flashing.E. Framing system gaskets and sealants.

1.9 GLAZING SYSTEMSA. Glazing: As specified in Division 8 Section "Glazing."B. Glazing gaskets.C. Spacers and setting blocks.D. Bond-breaker tape.E. Glazing Sealants:

1. Structural sealant.2. Weatherseal sealant.

1.10 ENTRANCE DOOR SYSTEMSA. Entrance Doors:

1. Door Construction: 1-3/4-inch(44.5-mm) overall thickness.2. Door Design: Medium stile.3. Glazing stops and gaskets.

B. Entrance Door Hardware: Division 8 Section "Door Hardware."1.11 ALUMINUM FINISHES

A. Aluminum Finishes: High-performance organic (two coats).1.12 SOURCE QUALITY CONTROL

A. Testing Agency: [Owner] [Contractor] engaged.B. Structural-Sealant-Glazed Systems: Tested and inspected according to ASTM C 1401

recommendations.1.13 FIELD QUALITY CONTROL

A. Testing: By [Owner-engaged] [Contractor-engaged] agency.END OF SECTION 08410

SECTION 08710 - DOOR HARDWARE1.1 SUMMARY

A. Commercial door hardware for swinging doors.B. Other doors to the extent indicated.C. Cylinders for doors specified in other Sections.

1.2 SUBMITTALSA. Product Data: Include construction and installation details, material descriptions, dimensions of individual components and profiles, and finishes.

1.3 WARRANTYA. Warranty Period: One year from date of Substantial Completion, except as follows:

1. Manual Closers: 25 years from date of invoice.2. Cylindrical Locksets: Two years from date of invoice.3. Sur-Lock Exit Device: Five years from date of invoice.

1.4 MAINTENANCE SERVICEA. Full-Maintenance Service: Six months.

1.5 PRODUCTSA. Cylinders and Keying:

1. Construction Keying: Construction [master keys] [cores].2. Keying System:

a. Grand master key.b. Locks master keyed or grand master keyed to existing system.c. All cylinders keyed alike.d. Keys: Nickel silver.

1) Stamping: Permanently inscribe each key with a LockNet key control number, state code, and include the following notation:a) Notation: "DO NOT DUPLICATE."

2) Quantity: In addition to one extra key blank for each lock, provide the following:a) Cylinder Change Keys: Two.b) Construction Keys: Four.c) Master Keys: Four.d) Grand Master Keys: two.

1.6 FIELD QUALITY CONTROLA. Independent Architectural Hardware Consultant: [Owner] [Contractor] engaged to perform

inspections.B. Occupancy Adjustment: Three months.


SECTION 09111 - NON-LOAD-BEARING STEEL FRAMING1.1 SUMMARY

A. Non-load-bearing steel framing members for interior framing systems.1.2 MATERIALS

A. Steel Framing for Framed Assemblies:B. Framing Members, General: Comply with ASTM C 754 for conditions indicated.

1. Steel Sheet Components: Comply with ASTM C 645 requirements for metal, unless otherwise indicated.

2. Protective Coating: Coating with equivalent corrosion resistance ofASTM A 653/A 653M, G40 (Z120), hot-dip galvanized, unless otherwise indicated.

1.3 STEEL FRAMING FOR FRAMED ASSEMBLIESA. Salvaged Material: Use salvaged framing materials whenever available.B. Steel Studs and Runners: ASTM C 645.

1. Minimum Base-Metal Thickness: 0.0312 inch(0.79 mm).2. Depth: As indicated on Drawings.

C. Slip-Type Head Joints: Where indicated, provide one of the following:1. Single Long-Leg Runner System: ASTM C 645 top runner with 2-inch-(50.8-mm-) deep

flanges in thickness not less than indicated for studs, installed with studs friction fit into top runner and with continuous bridging located within 12 inches(305 mm) of the top of studs to provide lateral bracing.

2. Double-Runner System: ASTM C 645 top runners, inside runner with 2-inch-(50.8-mm-) deep flanges in thickness not less than indicated for studs and fastened to studs, and outer runner sized to friction fit inside runner.

D. Cold-Rolled Channel Bridging: 0.0538-inch(1.37-mm) bare-steel thickness, with minimum 1/2-inch-(12.7-mm-) wide flanges.1. Depth: 1-1/2 inches(38.1 mm).2. Clip Angle: Not less than 1-1/2 by 1-1/2 inches(38.1 by 38.1 mm), 0.068-inch-(1.73-mm-)

thick, galvanized steel.E. Hat-Shaped, Rigid Furring Channels: ASTM C 645.

1. Minimum Base Metal Thickness: As indicated on Drawings [0.0179 inch(0.45 mm)] [0.0312 inch(0.79 mm)] <Insert thickness>.

2. Depth: As indicated on Drawings.F. Cold-Rolled Furring Channels: 0.0538-inch(1.37-mm) bare-steel thickness, with minimum 1/2-inch-

(12.7-mm-) wide flanges.1. Depth: As indicated on Drawings.2. Furring Brackets: Adjustable, corrugated-edge type of steel sheet with minimum bare-

steel thickness of 0.0312 inch(0.79 mm).3. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.0625-inch-(1.59-

mm-) diameter wire, or double strand of 0.0475-inch-(1.21-mm-) diameter wire.G. Z-Shaped Furring: With slotted or nonslotted web, face flange of 1-1/4 inches(31.8 mm), wall

attachment flange of 7/8 inch(22.2 mm), minimum bare-metal thickness of 0.0179 inch(0.45 mm), aand depth required to fit insulation thickness indicated.


Finishes

Doors and Windows (Continued) Doors and Windows (Continued) Finishes (Continued)SECTION 09260 - GYPSUM BOARD1.1 SUMMARY

A. Interior gypsum board.B. Tile backing panels.

1.2 SUBMITTALSA. Product Data: For each type of product indicated.B. Samples: For the following products:

1. Textured Finishes: Manufacturer's standard size for each textured finish indicated and onsame backing indicated for Work.

1.3 MATERIALSA. Interior Gypsum Board:

1. General: Complying with ASTM C 36/C 36M or ASTM C 1396/C 1396M, as applicable to typeof gypsum board indicated and whichever is more stringent.a. Must be certified as low emitting. Certification must be based upon the California

Department of Health Services Standard Practice for The Testing Of Volatile Organic Emissions From Various Sources Using Small-Scale Environmental Chambers, including 2004 Addenda or a jurisdictionally recognized standard usingequivalent testing methodologies and VOC thresholds.

2. Type X:a. Thickness: 5/8 inch(15.9 mm).b. Long Edges: Tapered.

3. Moisture- and mold-resistant type: With moisture- and mold-resistant core and surfaces.a. Core: 5/8 inch(15.9 mm), Type X.b. Long Edges: Tapered.c. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D 3274.

B. Tile-Backing Panels:1. Glass-Mat, Water-Resistant Backing Board: ASTM C 1178/C 1178M, with manufacturer's

standard edges.a. Must be certified as low emitting. Certification must be based upon the California

Department of Health Services Standard Practice for The Testing Of Volatile Organic Emissions From Various Sources Using Small-Scale Environmental Chambers, including 2004 Addenda or a jurisdictionally recognized standard usingequivalent testing methodologies and VOC thresholds.

b. Core: 5/8 inch(15.9 mm), Type X.c. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D 3274.

2. Cementitious Backer Units: ANSI A118.9 and ASTM C 1288 or 1325, with manufacturer'sstandard edges.a. Thickness: [1/4 inch (6.4 mm)] [As indicated].b. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D 3274.

C. Trim Accessories:a. Interior: Cornerbead.


SECTION 09310 - CERAMIC TILE1.1 SUMMARY

A. Paver, glazed, and wall tile.B. Waterproof membrane for thin-set tile installations.C. Metal edge strips installed as part of tile installations.

1.2 QUALITY ASSURANCEA. Mockups for each form of construction.

1.3 MATERIALSA. Glazed Wall Tile Trim Shapes: Coved base, bullnose cap.B. Thresholds: Satin Anodized Aluminum Thresholds and Transition Strips.

1. Bevel edges at 1:2 slope, with lower edge of bevel aligned with or up to 1/16 inch (1.5 mm) above adjacent floor surface. Finish bevel to match top surface of threshold. Limit height ofthreshold to 1/2 inch (12.7 mm) or less above adjacent floor surface.

C. Mortar: Latex-portland cementD. Elastomeric Sealants: One-part, mildew-resistant silicone.

1. Sealants shall have a VOC content of [250] <Insert value> g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24).

1.4 FLOOR TILE INSTALLATION SCHEDULEA. Interior Floors on Concrete: Thin-set mortar.

1. Tile Type: Unglazed paver tile.2. Mortar: Latex- portland cement mortar bond coat.3. Grout: Polymer-modified unsanded 100% solids epoxy non-sagging grout.

B. Interior Floors on [Waterproof] [Crack-Suppression] Membrane over Concrete and Wood: Thin-setmortar.1. Tile Type: Unglazed paver tile.2. Mortar: Latex- portland cement mortar bond coat.3. Grout: Polymer-modified unsanded 100% solids epoxy non-sagging grout.

1.5 WALL TILE INSTALLATION SCHEDULEA. Interior Walls over Glass-Mat Water-Resistant Backer Board or Cementitious Backer Units: Thin-set

mortar.1. Tile Type: [Unglazed ceramic mosaic] [Glazed ceramic mosaic] [Glazed wall] tile.2. Mortar: Latex- portland cement mortar.3. Grout: Polymer-modified unsanded grout.



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Finishes (Continued)SECTION 09640 - WOOD FLOORING1.1 SUMMARY

A. [Factory-] [Field-]finished wood flooring.1. Solid wood, [strip] [and] [plank].2. Engineered wood, [strip] [and] [plank].3. [Solid] [Engineered]-wood parquet.

1.2 QUALITY ASSURANCEA. Quality Standard: [NOFMA's "Official Flooring Grading Rules."] [MFMA grading rules.] [WCLIB

No. 17 grading rules.]B. Mockups for each form of construction and finish.

1.3 MATERIALSA. Wood Flooring:

1. Field-Applied Finish: Water-based urethane finish system.a. VOC Content: When calculated according to 40 CFR 59, Subpart D (EPA Method

24), as follows:1) Finish Coats and Floor Sealers: Not more than 350 g/L.2) Stains: Not more than 250 g/L.

B. Accessories:1. Wood Flooring Adhesive: VOC limits: 100 g/L.


SECTION 09681 - CARPET TILE1.1 QUALITY ASSURANCE

A. Products comply with requirements of CRI's Green Label Indoor Air Quality Testing Program.1.2 WARRANTY

A. Carpet Tile: one years.1.3 MATERIALS

A. Adhesives: Water-resistant, mildew-resistant, nonstaining, pressure-sensitive type to suit productsand subfloor conditions indicated, that complies with flammability requirements for installed carpettile and is recommended by carpet tile manufacturer for releasable installation.a. VOC Limits: 50 g/L

1.4 INSTALLATIONA. Installation Method: Glue down with releasable adhesive.


SECTION 09931 - WOOD STAINS AND TRANSPARENT FINISHES1.1 SUMMARY

A. Surface preparation and application of wood finishes on [exterior] [and] [interior] substrates.1. Division 09 painting Sections for special-use coatings.

1.2 SUBMITTALSA. Samples for Verification: For each type of finish system and in each color and gloss of finish

indicated.1.3 QUALITY ASSURANCE

A. Quality Standards: "MPI Approved Products List" and "MPI Architectural Painting Specification Manual."

1.4 GENERALA. Chemical Components of Field-Applied Interior Paints and Coatings:

1. VOC Limits:a. Clear Wood Finishes, Varnishes: VOC not more than 350 g/L.b. Shellacs, Clear: VOC not more than 730 g/L.c. Stains: VOC not more than 250 g/L.d. Primers, Sealers, and Undercoaters: 200 g/L.

1.5 PRIMERS AND SEALERSA. Exterior Oil Wood Primer: MPI #7.

1.6 STAINSA. Exterior Semitransparent Latex Stain: MPI #13.B. Exterior, Solid-Color Latex Stain: MPI #16.C. Stain, Semi-Transparent, for Interior Wood: MPI #90.

1.7 VARNISHESA. Interior Varnish (Semigloss): MPI #74,B. Interior Varnish (Gloss): MPI #75, Gloss Level 6, alkyd type.

1.8 EXTERIOR WOOD-FINISH-SYSTEM SCHEDULEA. Solid-Color Latex Stain System: MPI EXT 6.3K.

1. Prime Coat If Tannin Bleeding occurs: Exterior oil wood primer.2. Two Stain Coats: Exterior, solid-color latex stain.

B. Semitransparent Stain System: MPI EXT 6.3D.1. Two Stain Coats: Exterior semitransparent latex stain.

1.9 INTERIOR WOOD-FINISH-SYSTEM SCHEDULEA. Semitransparent Stain System: MPI INT 6.3C

1. Prime Coat: Stain, semi-transparent, matching topcoat.2. Topcoat: Stain, semi-transparent, for interior wood.

B. Polyurethane Varnish System: MPI INT 6.3K.a. Two Field-Applied Finish Coats: Interior Varnish [(satin)] [(gloss)].


SECTION 10522 - FIRE EXTINGUISHER CABINETS1.1 SUBMITTALS

A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for fire protection cabinets.1. Fire Protection Cabinets: Include roughing-in dimensions, details showing mounting

methods, relationships of box and trim to surrounding construction, door hardware,cabinet type, trim style, and panel style.

1.2 PRODUCTSA. Security Fire Protection Cabinet:

1. Type: For fire extinguisher.a. Basis of Design: The design is based on Larsen's Manufacturing Company;

Model #SS2409-R1.2. Construction: [Nonrated] [1-hour fire rated] [2-hour fire rated].3. Mounting: Recessed.4. Door Style: Emergency cylinder lock, continuous hinge; and clear vision panel.5. Finish: Steel, baked enamel or powder coated.


Specialties

SECTION 09720 - WALL COVERINGS1.1 SUMMARY

A. Vinyl and woven glass-fiber wall covering.1.2 MATERIALS

A. General: Install Starbucks Coffee Company supplied wall covering.a. Must be certified as low emitting. Certification must be based upon the California

Department of Health Services Standard Practice for The Testing Of Volatile Organic Emissions From Various Sources Using Small-Scale Environmental Chambers, including2004 Addenda or a jurisdictionally recognized standard using equivalent testing methodologies and VOC thresholds.

B. Adhesive: Mildew-resistant, nonstaining, strippable adhesive, for use with specific wall covering andsubstrate application, as recommended in writing by wall-covering manufacturer, and with a VOCcontent of 50 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24).

1.3 INSTALLATIONA. Install strips in same order as cut from roll.


SECTION 09920 - EXTERIOR PAINTING1.1 SUMMARY

A. Surface preparation and the application of paint systems on exterior substrates.1.2 SUBMITTALS

A. Samples for Verification:1. For each non-standard latex topcoat color and gloss indicated.2. For each type of non-standard paint system and in each color and gloss of topcoat


A. Quality Standards: "MPI Approved Products List" and "MPI Architectural Painting Specification Manual."

B. Mockups for each color and finish.1.4 BLOCK FILLERS

A. Interior/Exterior Latex Block Filler: MPI #4.1.5 METAL PRIMERS

A. Acrylic Metal .1.6 WOOD PRIMERS

A. Exterior Latex Wood Primer: MPI #6.B. Exterior Oil Wood Primer: MPI #7.

1.7 EXTERIOR LATEX PAINTSA. Exterior Latex (Satin): MPI #15 (Gloss Level 4).B. Exterior Latex (Semigloss): MPI #11 (Gloss Level 5).

1.8 QUICK-DRYING ENAMELSA. Quick-Drying Enamel (Semigloss): MPI #81 (Gloss Level 5).

1.9 EXTERIOR PAINTING SCHEDULEA. Clay-Masonry Substrates:

1. Latex System: MPI EXT 4.1A.B. CMU Substrates:

1. Latex System: MPI EXT 4.2A.C. Steel Substrates:

1. Quick-Drying Enamel System: MPI EXT 5.1A.D. Galvanized-Metal Substrates:

1. Latex System: MPI EXT 5.3A.E. Factory Primed Metal Substrates:

1. Latex System: MPI EXT 5.4H.F. Wood - New, Unfinished, Siding and Trim:

1. Latex System: MPI EXT 6.1L.G. Wood - Existing, Painted.

1. Latex System: MPI EXT 6.3L.H. Stucco Substrates:

1. Latex System: MPI EXT 9.1A.I. EIFS:

1. Latex System: MPI EXT 9.2A.END OF SECTION 09920

SECTION 10523 - FIRE EXTINGUISHERS1.1 SUMMARY

A. Owner-Furnished Material: Hand-carried fire extinguishers.1.2 QUALITY ASSURANCE

A. Fire Extinguishers: NFPA 10 [and FMG listed].1.3 PRODUCTS

A. Portable, Hand-Carried Fire Extinguishers:1. Multipurpose dry-chemical type, manufacturer's standard container.

B. Mounting Brackets: Steel with identification lettering.END OF SECTION 10523

Finishes (Continued) Finishes (Continued)SECTION 09510 - ACOUSTICAL PANEL CEILINGS1.1 SUMMARY

A. Acoustical panels and exposed suspension systems.1.2 SUBMITTALS

A. Product Data: For each type of product indicated.B. Coordination Drawings: Reflected ceiling plans, drawn to scale, on which the following items are

shown and coordinated with each other, based on input from installers of the items involved:1. Ceiling suspension system members.2. Method of attaching hangers to building structure.3. Ceiling-mounted items including lighting fixtures, diffusers, grilles, speakers, sprinklers,

access panels, and special moldings.C. Samples for Verification: For each component indicated and for each exposed finish required,

prepared on Samples of size indicated below.1. Acoustical Panel: Set of full-size Samples of each type, color, pattern, and texture.2. Exposed Suspension System Members, Moldings, and Trim: Set of 12-inch-(300-mm-)

long Samples of each type, finish, and color.D. Qualification Data: For testing agency.E. Field quality-control test reports.F. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified

testing agency, for each acoustical panel ceiling.G. Maintenance Data: For finishes to include in maintenance manuals.

1.3 QUALITY ASSURANCEA. Acoustical Panel Quality Standard: ASTM E 1264.B. Metal Suspension System Quality Standard: ASTM C 635.

1.4 MATERIALSA. Acoustical Ceiling Panels General: Must be certified as low emitting. Certification must be based

upon the California Department of Health Services Standard Practice for The Testing Of Volatile Organic Emissions From Various Sources Using Small-Scale Environmental Chambers, including 2004 Addenda or a jurisdictionally recognized standard using equivalent testingmethodologies and VOC thresholds.

B. Acoustical Ceiling Panels T0011. Classification: Type IV, mineral base with membrane-faced overlay; Form 2, water felted;

with vinyl overlay on face; Pattern G (smooth).2. Color: As indicated on Drawings.3. Thickness: 5/8 inch(15 mm).4. Modular Size: 24 by 48 inches(610 by 1220 mm).5. Broad Spectrum Antimicrobial Fungicide and Bactericide Treatment: Provide acoustical

tiles treated with manufacturer's standard antimicrobial formulation that inhibits fungus, mold, mildew, and gram-positive and gram-negative bacteria and showing no mold, mildew,or bacterial growth when tested according to ASTM D 3273 and evaluated according to ASTM D 3274 or ASTM G 21.

C. Acoustical Ceiling Panels T003, T004, T005, T006:1. Classification: Type III, mineral base with painted finish; Form 2, water felted; Pattern E

(lightly textured).2. Color: As indicated on Drawings.3. Thickness: 5/8 inch(15 mm).4. Modular Size: 24 by 48 inches(610 by 1220 mm).5. Broad Spectrum Antimicrobial Fungicide and Bactericide Treatment: Provide acoustical


D. Acoustical Ceiling Panels T211, T212:1. Classification: Type III, mineral base with painted finish; Form 2, water felted; Pattern CE

(perforated, small holes and lightly textured).2. Color: As indicated on Drawings.3. Thickness: 3/4 inch(15 mm).4. Modular Size: 24 by 48 inches(610 by 1220 mm).5. Broad Spectrum Antimicrobial Fungicide and Bactericide Treatment: Provide acoustical


E. Metal Suspension Systems:1. Wide-Face, Capped, Double-Web Steel: Intermediate duty.

F. Metal Edge Moldings and Trim: Roll-formed sheet metal.1.5 INSTALLATION

A. Installation: [ASTM C 636] [UBC Standard 25-2].1.6 FIELD QUALITY CONTROL

A. Testing: By [Owner] [Contractor]-engaged agency to test acoustical panel ceiling hanger fasteners.


SECTION 09547 - LINEAR METAL CEILINGS1.1 COMPONENTS

A. Moldings and trim.B. Seismic struts.C. Hold-down clips.D. Aluminum Pans and Suspension System:

1. Products: Subject to compliance with requirements:a. Bestworth Rommel; Alpolic ACM Panels.

2. Classification: Unperforated.3. Linear Module Width: [2 inches(51 mm)] [4 inches(102 mm)] [6 inches(152 mm)] [8

inches(203 mm)] <Insert dimensions>.4. Pan Depth: [5/8 inch(16 mm)] [3/4 inch(19 mm)] [1 to 1-1/2 inches(25 to 38 mm)]

<Insert depth>.5. Pan Face Finish: [Mill] [Lacquered mill] [Clear anodized] [Clear mirror-anodized]

[Painted] [Fluoropolymer coated] [Bright reflective] <Insert finish>.6. Filler strip.7. Suspension-System Main-Carrier Material: Aluminum.


SECTION 09910 - INTERIOR PAINTING1.1 SUMMARY

A. Surface preparation and the application of paint systems on interior substrates.1.2 SUBMITTALS

A. Samples for Verification:1. For each non-standard latex topcoat color and gloss indicated.2. For each type of non-standard paint system and in each color and gloss of topcoat


A. Quality Standards: "MPI Approved Products List" and "MPI Architectural Painting Specification Manual."B. Mockups for each color and finish.

1.4 MANUFACTURERSA. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:Product one for RNA only.1. Sherwin-Williams Company (The).2. or approved equal.

1.5 GENERALA. Chemical Components of Field-Applied Interior Paints and Coatings:

1. VOC Limits:a. Flat Paints and Coatings: VOC content of not more than 50 g/L.b. Nonflat Paints and Coatings: VOC content of not more than 150 g/L.c. Primers, Sealers, and Undercoaters: 200 g/L.d. Anticorrosive Coatings: VOC content of not more than 250 g/L.

1.6 PRIMERS/SEALERSA. Primer Sealer, Interior, Institutional Low Odor/VOC: MPI #149.

Product one for RNA only.1. Sherwin-Williams Company; Harmony Interior Latex Primer2. or approved equal

B. Wood-Knot Sealer: Sealer recommended in writing by topcoat manufacturer for use in paint systems indicated.

1.7 METAL PRIMERSA. Rust-Inhibitive Primer (Water Based): MPI #107.

1.8 LATEX PAINTSA. Latex, Interior, Institutional Low Odor/VOC, (Gloss Level 2): MPI #144.

Product one for RNA only.1. Sherwin-Williams Company; Harmony Interior Latex2. or approved equal

B. Latex, Interior, (Gloss Level 2): MPI #44.Product one for RNA only.1. Sherwin-Williams Company; Color Accents Interior Latex2. or approved equal

C. Latex, Interior, High Performance Architectural, Semi-Gloss (Gloss Level 5): MPI #141.1.9 INTERIOR PAINTING SCHEDULE

A. Steel Substrates:1. Institutional Low-Odor/VOC Latex System: MPI INT 5.1S.

a. Prime Coat: Rust-inhibitive primer (water based).b. Intermediate Coat: Institutional low-odor/VOC interior latex matching topcoat.c. Topcoat: Institutional low-odor/VOC interior latex (Gloss Level as indicated in

paint schedule).B. Glue-Laminated Beam and Column Substrates:

1. Institutional Low-Odor/VOC Latex System: MPI INT 6.1Q.a. Prime Coat: Interior latex primer/sealer.b. Intermediate Coat: Institutional low-odor/VOC interior latex matching topcoat.c. Topcoat: Institutional low-odor/VOC interior latex (Gloss Level as indicated in

paint schedule).C. Wood Substrates:

1. Institutional Low-Odor/VOC Latex System: MPI INT 6.3V.a. Prime Coat: Interior latex primer/sealer.b. Intermediate Coat: Institutional low-odor/VOC interior latex matching topcoat.c. Topcoat: Institutional low-odor/VOC interior latex (Gloss Level as indicated in

paint schedule).D. Gypsum Board Substrates:

1. Institutional Low-Odor/VOC Latex System: MPI INT 9.2M.a. Prime Coat: Interior latex primer/sealer.b. Intermediate Coat: Institutional low-odor/VOC interior latex matching topcoat.c. Topcoat: Institutional low-odor/VOC interior latex (Gloss Level as indicated in

paint schedule).E. High-Impact Gypsum Board Substrates:

1. High-Performance Architectural Latex System: MPI INT 9.2B.a. Prime Coat: Interior latex primer/sealer.b. Intermediate Coat: Institutional low-odor/VOC interior latex matching topcoat.c. Topcoat: Institutional low-odor/VOC interior latex (Gloss Level as indicated in

paint schedule).F. Plaster Substrates:

1. Institutional Low-Odor/VOC Latex System: MPI INT 9.2M.a. Prime Coat: Interior latex primer/sealer.b. Intermediate Coat: Institutional low-odor/VOC interior latex matching topcoat.c. Topcoat: Institutional low-odor/VOC interior latex (Gloss Level as indicated in paint

schedule).G. Acoustical Ceiling Tile:

1. Institutional Low-Odor/VOC Latex System: MPI INT 9.2M.a. Prime Coat: Interior latex primer/sealer.b. Topcoat: Institutional low-odor/VOC interior latex (Gloss Level as indicated in paint

schedule).END OF SECTION 09910


(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

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2009 W. Littleton Blvd. #210

CIVIL ENGINEERS - LANDSCAPE ARCHITECTS

303.794.4727 phwww.SterlingDesignAssociates.com

Littleton, CO 80120PREPARED UNDER THE DIRECT SUPERVISION OF

JAY M. NEWELLTEXAS REGISTRATION NO.110819

FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC TX Registration No. F-14582

C100

SHEET NUMBER:

COVER

SHEET TITLE:

CAUTION - NOTICE TO CONTRACTOR

CALL 2-BUSINESS DAYS IN ADVANCEBEFORE YOU DIG, GRADE, OR EXCAVATE

FOR THE MARKING OF UNDERGROUNDMEMBER UTILITIES.

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITYCOMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION ISNOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCALUTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACTFIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWNON THE PLANS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS ANDUTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE.

C101

SHEET NUMBER:

NOTES

SHEET TITLE:

WTS

SJMDRAWN BY:

PROJECT MANAGER:

DATE:

DRAWING FILE:

PROJECT NO.:

-

COVER

1" = 20'-0"SCALE:

NO.:

DESCRIPTION:

NO.:

DESCRIPTION:

NO.:

DESCRIPTION:

ISSUES & REVISIONS

DATE:

DATE: BY:

BY:

DATE: BY:

12/05/12

DESCRIPTION:

DATE:NO.: BY:

DESCRIPTION:

DATE:NO.: BY:

STERLING DESIGN ASSOCIATES, LLC




DESCRIPTION:

DATE:NO.: BY:

PROJECT:

1

2

3

Littleton, CO 80120

-

-

-

2

THIS DOCUMENT IS RELEASED FOR THE PURPOSE OFPRELIMINARY REVIEW UNDER THE AUTHORITY OF JAY M.NEWELL, P.E. 110819 ON 12/5/12. IT IS NOT TO BE USED

FOR CONSTRUCTION PURPOSES.

PREPARED UNDER THE DIRECT SUPERVISION OFJAY M. NEWELL

TEXAS REGISTRATION NO.110819FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC

TBPE NO. F-14582

PRECINCT & HWY 183HURST, TX 76053

STARBUCKS DRIVE-THRU

OWNER:

54236-001C 2011 Starbucks Coffee Company

R

STARBUCKS COFFEE COMPANY2401 UTAH AVENUE SOUTH

(206) 318-1575SEATTLE, WA 98134

GENERAL NOTES

1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF IMPROVEMENTS SHALL MEET OR EXCEED THE CITY AND APPLICABLE UTILITY DISTRICTSTANDARDS AND SPECIFICATIONS, AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANSAND ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE CITYAND APPLICABLE UTILITY DISTRICT(S).

2. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS ANDSPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON SITE AT ALL TIMES.

3. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARDS, UNLESS SPECIFICALLY STATEDOTHERWISE.

4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDEDIMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED, AND RELOCATEDUNLESS SPECIFICALLY NOTED OTHERWISE.

5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, ISBASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION ISNOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALLVERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWNON THESE PLANS.

6. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY AND ALL UTILITY COMPANIES/DISTRICTS INVOLVED WITH REGARD TORELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION AND TO ASSURE THAT THE WORK IS ACCOMPLISHED IN ATIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIESAFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.

7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL UTILITY RELOCATIONS, WHETHER SHOWN OR NOT SHOWN ON THE PLANS.

8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES/DISTIRCTS TO OBTAIN TEMPORARY POWER,TELEPHONE AND WATER SERVICE DURING CONSTRUCTION. ALL COST FOR TEMPORARY SERVICES SHALL BE THE CONTRACTOR'SRESPONSIBILITY.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND LICENSES FOR WORK INCLUDING, BUT NOT LIMITED TODEMOLITION, STREET CUTS, UTILITY INTERFERENCES, TRAFFIC CONTROL, GRADING, AND UTILITY FROM ALL APPLICABLE AGENCIES.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF PROJECT SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING,SHORING, TRAFFIC CONTROL, AND SECURITY.

11. THE CONTRACTOR SHALL INSTALL AND MAINTAIN CONSTRUCTION FENCE PRIOR TO, AND THROUGHOUT CONSTRUCTION.

12. UTILITY TRENCHES ARE TO BE SLOPED OR BRACED AND SHEETED AS NECESSARY TO FURNISH SAFE WORKING CONDITIONS FOR THE WORKMENAND THE PROTECTION OF OTHER UTILITIES IN COMPLIANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY RULES ANDREGULATIONS.

13. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH THE M.U.T.C.D. TO THE APPROPRIATE RIGHT-OF-WAYAUTHORITY (CITY, COUNTY, OR STATE) FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THECONSTRUCTION ACTIVITIES.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK AND INSPECTIONS AS REQUIRED BY THE CITY, STATE, OR LOCALDISTRICTS. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDINGPOSSESSION AND THE FINAL CONNECTION OF SERVICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST ASSOCIATED WITHINSPECTION.

15. THE CONTRACTOR SHALL NOTIFY THE CITY AND LOCAL UTILITY COMPANIES/DISTRICTS AT LEAST 48 HOURS PRIOR TO THE START OF ANYCONSTRUCTION.

16. THE CONTRACTOR SHALL NOTIFY THE CITY AND LOCAL UTILITY COMPANIES/DITRICTS AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTHDISTURBING ACTIVITY.

17. ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION, PRIOR TO ANY GROUND-DISTURBINGACTIVITY. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIREDISTURBED AREA IS STABILIZED WITH HARD SURFACE OR PERMANENT LANDSCAPING.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROMTHE SITE.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY EXISTING IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO STREETPAVEMENT, FENCES, SOD, LANDSCAPING, SPRINKLER SYSTEMS, AND UTILITIES DISTURBED DURING CONSTRUCTION TO THEIR ORIGINALLOCATION AND CONDITION.

20. INCLUDED IN THIS PACKAGE IS THE DEMOLITION AND DISPOSAL OF ALL EXISTING UTILITIES, SITE IMPROVEMENTS AND SITE FURNISHINGS NEEDEDFOR CONSTRUCTION OF THE IMPROVEMENTS SHOWN IN THIS SET OF CONSTRUCTION DRAWINGS. ALL QUESTIONS IN REGARD TO DEMOLITIONSHALL BE SUBMITTED TO THE OWNER IN WRITING PRIOR TO BID.

21. ALL DEMOLITION, REMOVAL, DISPOSAL AND ABANDONMENT OF UTILITIES, STRUCTURES, SITE IMPROVEMENTS AND SITE FURNISHINGS SHALL BEDONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL STANDARDS AND SPECIFICATIONS.

22. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN,CONTACT THE CONSULTING ENGINEER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS.

23. RIM ELEVATIONS SHOWN ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATIONS. THE CONTRACTOR SHALL USE PRECASTCONCRETE ADJUSTMENT RINGS, GROUT, AND STEEL SHIMS TO ADJUST THE MANHOLE FRAMES TO THE REQUIRED FINAL GRADE INCONFORMANCE WITH THE CITY OR UTILITY COMPANY/DISTIRCT STANDARD SPECIFICATIONS. ALL FRAMES SHALL BE ADJUSTED TO FINAL GRADEPRIOR TO THE FINAL LIFT OF ASPHALT.

24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THECONSTRUCTION SITE, AND AVAILABLE TO THE CITY INSPECTOR AT ALL TIMES.

25. AS-BUILT PLANS AND FIELD NOTES SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY, COUNTY, STATE, FEDERAL OR UTILITY DISTRICT; ORTO THE OWNER/DEVELOPER AS REQUIRED BY AND IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S OR OWNER/DEVELOPER'S CRITERIA.

26. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE CITY, COUNTY, STATE OR LOCAL DISTRICT AND THE ENGINEEROF RECORD.

27. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTEDPARTIES, WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACTTHE PROJECT MANAGER FOR THE OWNER/DEVELOPER AND THE ENGINEER IMMEDIATELY.

28. BENCHMARK VERIFICATION : THE CONTRACTOR SHALL USE BENCHMARKS AND DATUMS SHOWN HEREON TO SET PROJECT BENCHMARK(S), BYRUNNING A LEVEL LOOP BETWEEN AT LEAST TWO BENCHMARKS, AND SHALL PROVIDE SURVEY NOTES OF SUCH TO PROJECT ENGINEER PRIOR TOCOMMENCING CONSTRUCTION.

29. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S STANDARDS ANDSPECIFICATIONS.

30. CONCRETE PAVEMENT JOINTS SHALL MEET THE REQUIREMENTS OF TXDOT STANDARDS AND SPECIFICATIONS; UNLESS NOTED OTHERWISE.

SITE GENERAL NOTES

1. THE CONTRACTOR SHALL REFER TO THE PAVING PLAN FOR CURB TYPES.

2. THE CONTRACTOR SHALL REFER TO THE GRADING PLAN FOR FLOWLINE ELEVATIONS.

3. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXITPORCHES, RAMPS, STAIRS, PRECISE BUILDING DIMENSIONS, AND BUILDING ENTRANCES.

4. ALL SIGNING AND STRIPING WILL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)AND LOCAL CODES.

5. REFER TO ARCHITECTURAL PLANS FOR BUILDING SIGNAGE LOCATIONS.

6. REFER TO ARCHITECTURAL PLANS FOR ELECTRICAL REQUIREMENTS.

GRADING GENERAL NOTES

1. IF, DURING THE OVERLOT GRADING PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HISSUBCONTRACTORS, OR OTHER AFFECTED PARTIES, WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THEPLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER IMMEDIATELY FORRECOMMENDATIONS.

2. ALL EARTHWORK, GRADING, OVERLOT GRADING, BACKFILLING, FILLING, EXCAVATION, COMPACTION, PAVEMENT, ANDFLATWORK CONSTRUCTION WILL BE IN ACCORDANCE WITH THE RECOMMENDATIONS FROM THE GEOTECHNICALINVESTIGATION PREPARED SPECIFICALLY FOR THIS SITE.

3. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH ARCHITECTURAL BUILDINGPLANS AND SPECIFICATIONS.

4. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE CONTRACTOR SHALL NOTIFYTHE ENGINEER OF SPOT ELEVATIONS WHICH DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES.SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGN SHALL BE USED FOR SETTING ELEVATIONS OF CURB AND GUTTER ANDUTILITIES

5. SPOT ELEVATIONS REPRESENT FLOWLINE (BOTTOM FACE OF CURB) WHERE SHOWN AT CURB AND GUTTER UNLESSOTHERWISE NOTED.

6. CONTOURS SHOWN ARE FOR FINISHED PAVING, SIDEWALK, SLAB, OR GROUND. ADJUSTMENT TO SUBGRADE IS THECONTRACTOR'S RESPONSIBILITY.

7. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS OWN ESTIMATE OF EARTHWORK QUANTITIES.

8. REFER TO PAVING PLAN FOR EXTENT OF PAVEMENT AND PAVEMENT SECTIONS.

9. GRADES WITHIN ASPHALT PAVING AREAS SHALL BE CONSTRUCTED TO WITHIN 0,10 FEET OF THE DESIGN GRADE.HOWEVER, THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL PAVEMENT AREAS AND ALONG CURBS. ALLCURBS SHALL BE BUILT IN ACCORDANCE WITH THE PLAN. CURBS OR PAVEMENT AREAS WHICH DO NOT PROVIDE PROPERDRAINAGE MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.

10. THE CONTRACTOR SHALL HAVE FORMS CHECKED BY A SURVEYOR FOR CURB AND GUTTER ADJACENT TO EXISTINGASPHALT OR CONCRETE. THE CROSS SLOPE SHALL NOT BE LESS THAN 2% OR GREATER THAN 4% FROM THE EXISTINGSAWCUT LINE TO THE PROPOSED LIP OF GUTTER. DO NOT PLACE CONCRETE IN FORMS THAT HAVE BEEN CHECKED TO BEOR APPEAR IN ANY WAY INCORRECT. CONTACT THE ENGINEER IMMEDIATELY IF A PROBLEM SHOULD ARISE.

11. THE CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT ANDCONTINUOUS GRADE.

12. THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL LANDSCAPED AND PAVED AREA.

13. ALL DISTURBED AREAS THAT ARE NOT DESIGNATED TO BE PAVED SHALL BE LANDSCAPED OR SEEDED, ACCORDING TO THELANDSCAPE PLAN.

14. EXISTING DRAINAGE STRUCTURES SHALL BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES CLEANED OUTTO REMOVE ALL SILT AND DEBRIS.

15. IF ANY EXISTING STRUCTURES, SIDEWALK, AND/OR CURB AND GUTTER MODIFIED OR TO REMAIN ARE DAMAGED DURINGCONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTINGSTRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER PRIOR TO PROJECT CLOSEOUT.

16. ALL GRATES, MANHOLE RIMS, VALVE BOXES, VALVE COVERS, CLEANOUTS, AND VAULT OR BOX COVERS SHALL BEADJUSTED TO "AS CONSTRUCTED" FINISHED GRADE PRIOR TO THE FINAL LIFT OF ASPHALT.

17. NO PROPOSED SLOPE IN LANDSCAPED AREAS OR OPEN SPACE SHALL EXCEED THREE (3) HORIZONTAL FEET TO ONE (1)VERTICAL FOOT, OR AS OTHERWISE SPECIFIED BY LOCAL CRITERIA.

1. WHEN IT IS NECESSARY TO LOWER OR RAISE WATER LINES AT STORM DRAINS AND OTHER UTILITY CROSSINGS, AMINIMUM CLEARANCE OF 1.0 FEET SHALL BE MAINTAINED BETWEEN OUTSIDE OF PIPES.

2. COMPACTION OF ALL TRENCHES MUST BE ATTAINED IN ACCORDANCE WITH THE GOVERNING AUTHORITIES STANDARDSAND THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. THE CONTRACTOR SHALL SUBMIT COMPACTION TESTRESULTS TO THE GOVERNING AUTHORITY IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S CRITERIA.

3. ALL WATER LINES SHALL HAVE A MINIMUM COVER OF 42-INCHES OF COVER .

4. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF UTILITYENTRANCES.

5. WATERLINES SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S STANDARDS ANDSPECIFICATIONS.

6. SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S STANDARDS ANDSPECIFICATIONS.

7. ALL WATER, STORM SEWER, AND SANITARY SEWER MAIN AND SERVICE LINES SHALL BE BEDDED IN ACCORDANCE WITHTHEGOVERNING AUTHORITY'S STANDARDS AND SPECIFICATIONS.

8. LENGTHS OF PIPE SHOWN ARE THE HORIZONTAL DISTANCE FROM CENTERLINE TO CENTERLINE OF FITTING, BEND,MANHOLE AND/OR INLET. THEREFORE, LENGTHS SHOWN ARE APPROXIMATE.

9. CONTRACTOR SHALL INSTALL CORROSION PROTECTION ON ALL FERROUS METAL WATER SERVICE LINE AND FITTINGS INACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT AND IN ACCORDANCE WITH CITYSTANDARDS AND SPECIFICATIONS.

UTILITY GENERAL NOTES

SIGNAGE GENERAL NOTES

1. SIGNAGE TO BE ON TIME CLOCK SYNCHRONIZED WITH EXTERIOR SITE LIGHTING.

2. CONTRACTOR SHALL COORDINATE SIGNAGE PERMIT, INSTALLATION, AND SPECIFICATIONS WITH STARBUCKSCONSTRUCTION MANAGER.

3. CONTRACTOR SHALL COORDINATE WIRELESS COMMUNICATIONS PACKAGE, INCLUDING VEHICLE DETECTION LOOP,WIRELESS COMMUNICATION, MONITORS, ETC. WITH STARBUCKS CONSTRUCTION MANAGER. CONTRACTOR SHALL VERIFYREQUIREMENTS WITH STARBUCKS CONSTRUCTION MANAGER.

1. THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT, MUD,CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN,THE FLOWLINES AND PUBLIC RIGHTS OF WAYS OF THE CITY AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATEDWITH THIS SITE DEVELOPMENT OR CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER.

2. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED OF THE OWNER AND HIS OR HER AGENTSDUE TO UNFORESEEN EROSION PROBLEMS OR IF THE PLAN AS SUBMITTED AND APPROVED DOES NOT FUNCTION ASINTENDED. THE REQUIREMENTS OF THIS PLAN SHALL BE THE OBLIGATION OF THE LAND OWNER AND/ OR HIS SUCCESSORSOR HEIRS; UNTIL SUCH TIME AS THE PLAN IS PROPERLY COMPLETED, MODIFIED, OR VOIDED.

3. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWERSYSTEM DURING ALL DEMOLITION, EXCAVATION, TRENCHING, BORING, GRADING OR OTHER CONSTRUCTION OPERATIONSTHAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSEIMPACTS TO ADJACENT WATERWAYS, WETLANDS, ETC., RESULTING FROM WORK DONE AS PART OF THIS PROJECT.

4. THE CONTRACTOR SHALL LOCATE, INSTALL, AND MAINTAIN ALL EROSION CONTROL AND WATER QUALITY "BESTMANAGEMENT PRACTICES" AS INDICATED ON THE APPROVED EROSION CONTROL PLAN.

5. THE DEVELOPER, GENERAL CONTRACTOR, GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURETHAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVEREDTO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS OF WAYS.

6. THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE POSTS TO STAKE DOWN STRAW OR HAY BALES; OR TO SUPPORT SILTFENCING USED AS AN EROSION CONTROL MEASURE; IS PROHIBITED. THE USE OF OSHA APPROVED COLORED WARNINGCAPS ON REBAR OR FENCE POSTS USED WITH EROSION CONTROL MEASURES IS NOT ACCEPTABLE.

7. APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" (BMP) SHALL BE MAINTAINED AND KEPT INGOOD REPAIR FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALLBMPS WEEKLY AND WITHIN 24 HOURS AFTER SIGNIFICANT PRECIPITATION EVENTS. ALL NECESSARY MAINTENANCE ANDREPAIR SHALL BE COMPLETED IN A TIMELY MANNER. SEDIMENT WILL BE REMOVED AND DEVICES REPAIRED AS SOON ASPRACTICABLE. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVELREACHES ONE HALF THE HEIGHT OF THE BMP, AT ANY TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THEFUNCTIONING OF THE BMP, OR IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. ALL INSPECTION,MAINTENANCE, AND REPAIR PRACTICES SHALL MEET APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.

8. THE CONTRACTOR SHALL PROVIDE CONTROL MEASURES TO PREVENT OR MINIMIZE THE IMPACT TO RECIEVEING WATERSAS REQUIRED BY THE PLANS. THE CONTRACTOR SHALL EFFECTIVELY PREVENT AND CONTROL EROSION ANDSEDIMENTATION ON CONSTRUCTION SITES AT THE EARLIEST PRACTICABLE TIME. IN GENERAL, CONTROL MEASURES WILLBE IMPLEMENTED PRIOR TO THE COMMENCEMENT OF EACH CONSTRUCTION OPERATION OR IMMEDIATELY AFTER THEAREA HAS BEEN DISTURBED. CONSTRUCTION STAGING AREAS AND VEHICLE MAINTENANCE ACTIVITIES SHALL BEMANAGED AND CONTROLLED SO AS TO MINIMIZE THE RUNOFF OF POLLUTANTS. DISTURBANCE OF VEGETATION SHALL BEMINIMIZED AND LIMITED TO ONLY WHAT IS SHOWN ON THE CONSTRUCTION PLANS. ALL EROSION, SEDIMENT AND WATERPOLLUTION CONTROLS WILL BE MAINTAINED IN GOOD WORKING ORDER.

9. WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PREDEFINED,CONTAINMENT AREA ON THE JOB SITE. THE DISCHARGE OF WATER CONTAINING CEMENT TO THE STORM SEWER SYSTEM ISPROHIBITED.

10. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENTCUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING OR ABRASIVE WATER JET CUTTING ARE TO TAKE PLACE.THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTINGOPERATIONS ON A DAILY BASIS. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTINGOPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED.

11. PAVED SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES SHALL BE SWEPT IN A TIMELY MANNER WHENSEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED ON TO THEM. EITHER SWEEPING BY HAND OR USE OFSTREET SWEEPERS IS ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS PREFERRED IN ORDER TOMINIMIZE DUST. FLUSHING OFF PAVED SURFACES WITH WATER IS PROHIBITED.

12. THE CONTRACTOR SHALL PROVIDE A DETAILED CONSTRUCTION SCHEDULE. THE SCHEDULE SHALL INCLUDE ALL MAJORCONSTRUCTION ACTIVITIES AS WELL AS THE INSTALLATION OF PROPOSED EROSION CONTROL MEASURES,SEDIMENT/POLLUTANT CONTROL MEASURES, INTERIM AND FINAL SITE STABILIZATION MEASURES, PERMANENT EROSIONPREVENTION MEASURES, AND PERMANENT WATER QUALITY ENHANCEMENT FACILITIES.

13. THE CONTRACTOR SHALL SUBMIT A SPILL PREVENTION AND MANAGEMENT PLAN. THE PLAN SHALL IDENTIFY THEMEASURES PROPOSED TO PREVENT THE DISCHARGE OF POLLUTANTS RESULTING FROM SPILLS AND EXPEDITE THECLEANUP AND PROPER DISPOSAL OF SOILS CONTAMINATED BY CHEMICAL, PETROLEUM OR HAZARDOUS MATERIALS.

14. EXPOSURE OF SPOIL PILES CREATED DURING UTILITY TRENCHING SHOULD BE MINIMIZED. LOCATION OF SPOIL PILESSHOULD BE ON THE UPHILL SIDE OF THE TRENCH AND OUT OF THE WAY OF VISIBLE DRAINAGE PATHS.

15. STOCKPILES AND AREAS DISTURBED BY GRADING OPERATIONS SHALL BE STABILIZED FROM WIND AND WATER EROSIONTHROUGH THE USE OF A LAYER OF SUITABLE MULCH, TEMPORARY REVEGETATION, OR EROSION CONTROLMATTING/GEOTEXTILES AT A MINIMUM. ANY OF THESE METHODS SHALL BE APPLIED AT TIMES AND FREQUENCIES INACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS: (1) TO DISTURBED AREAS AND STOCKPILES AFTER FINALGRADING IS REACHED, (2) TO DISTURBED AREAS WHICH MAY NOT BE AT FINAL GRADE, BUT WHICH WILL REMAIN DORMANT,AND (3) TO STOCKPILE CONSTRUCTION ON ANY STOCKPILE WHICH WILL REMAIN DORMANT . SAID STABILIZATIONPRACTICES SHALL BE APPLIED PER MANUFACTURER AND/OR SUPPLIER RECOMMENDATIONS AND SHALL BE TACKED ORFASTENED BY AN APPROVED METHOD SUITABLE FOR THE TYPE OF PRODUCT USED.

16. OWNER/CONTRACTOR MUST OBTAIN TPDES STORM WATER DISCHARGE PERMIT FROM THE TEXAS COMMISSION ONENVIRONMENTAL QUALITY, IF REQUIRED.

EROSION CONTROL GENERAL NOTES

EAST BOUND SERVICE ROAD

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(STATE HIGHWAY No. 121 & No. 183

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SCALE: 1"= 20'-0"NORTH

100 20 40






C201

SHEET NUMBER:

SITE PLAN

SHEET TITLE:

WTS

SJMDRAWN BY:

PROJECT MANAGER:

DATE:

DRAWING FILE:

PROJECT NO.:

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C201 SP

1" = 20'-0"SCALE:

NO.:

DESCRIPTION:

NO.:

DESCRIPTION:

NO.:

DESCRIPTION:

ISSUES & REVISIONS

DATE:

DATE: BY:

BY:

DATE: BY:

12/28/12

DESCRIPTION:

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DATE:NO.: BY:





DESCRIPTION:

DATE:NO.: BY:

PROJECT:

1

2

3

Littleton, CO 80120

-

-

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2



STARBUCKSOLDE TOWN SQUARE

LOT C-R AND LOT 3, BLOCK 1

CITY OF HURST, TARRANT COUNTY, TEXAS



TBPE NO. F-14582

PROPOSEDEXISTING

CURB AND GUTTER

PROPERTY LINE

HANDICAP PARKING SPACE

PAINTED TRAFFIC ARROW

PAINTED STOP BAR

PARKING COUNT

LEGEND

SITE SUMMARY TABLE



OWNER:


R


(206) 318-1575SEATTLE, WA 98134

UTILITY POLE

SANITARY SEWER MANHOLE

SANITARY SEWER LINE

STORM SEWER CULVERT

STORM SEWER LINE

CURB INLET

GRATE INLET

CLEANOUT

PERFORATED PIPE

WATER METER

WATER SERVICE LINE

TELEPHONE LINEGAS LINE

LIGHT POLE

BEING a portion of Lot C-R, Block 1, OLDE TOWNE SQUARE, an addition to the City of Hurst, Tarrant County, Texas,according to the plat recorded in Volume 388-189, Page 39 of the Plat Records of Tarrant County, Texas, and being a portionof Lot 3, Block 1, OLDE TOWNE SQUARE, an addition to the City of Hurst, Tarrant County, Texas, according to the platrecorded in Volume 388-116, Page 90 of the Plat Records of Tarrant County, Texas, and being more particularly described bymetes and bounds as follows:

BEGINNING at a 5/8” iron rod found at the Southeast corner of aforesaid Lot 3, and the Southwest corner of Lot 4, Block 1,OLDE TOWNE SQUARE, an addition to the City of Hurst, Tarrant County, Texas, according to the plat recorded in Volume388-104, Page 498 of the Plat Records of Tarrant County, Texas, and said POINT OF BEGINNING lying in the North boundaryline of Lot 1A, Block 1, OLDE TOWNE, an addition to the City of Hurst, Tarrant County, Texas, according to the plat recordedin County Clerk's File No. D211190669 of the Plat Records of Tarrant County, Texas;

THENCE S 89° 34' 25” W 282.90 feet, along the South boundary line of said Lot 3, and the North boundary line of said Lot 1A,to a 60d nail set at the Southeast corner of a tract of land conveyed to the State of Texas according to the deedrecorded in County Clerk's File No. D211192379 of the Deed Records of Tarrant County, Texas, lying in the newSouth right-of-way line of Airport Freeway (State Highway No. 121 & 183);

THENCE along the new South right-of-way line of said Airport Freeway, and the East and South boundary lines of the tracts ofland conveyed to the State of Texas by the deeds recorded in County Clerk's File No. D211192379, D211024716,and D211060352 of the Deed Records of Tarrant County, Texas, as follows:

1. N 00° 13' 07” W 47.48 feet, to a 60d nail set;

2. N 00° 23' 32” W 56.06 feet, to a 60d nail set;

3. N 39° 10' 00” E 50.44 feet, to a 60d nail set at the beginning of a non-tangent curve to the right;

4. NORTHEASTERLY 255.01 feet, along said curve to the right having a radius of 10479.50 feet, a central angle of01°23'39”, and a chord bearing N 79° 10' 41” E 255.00 feet, to a 5/8” iron rod found at the Southeast corner of the aforesaidtract of land conveyed to the State of Texas by the deed recorded in County Clerk's File No. D211060352 of the Deed Recordsof Tarrant County, Texas;

THENCE S 00° 20' 45” E 188.41 feet, along the East boundary line of aforesaid Lot 3, and the West boundary line of aforesaidLot 4, to the POINT OF BEGINNING containing 1.046 acres (45,553 square feet) of land.

LEGAL DESCRIPTION

CONCRETE PAVEMENT

SIDEWALK

BARRIER FREE RAMP


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C202

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PAVING & DIMENSIONSHEET TITLE:

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SJMDRAWN BY:

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C202 PP

1" = 20'-0"SCALE:

NO.:

DESCRIPTION:

NO.:

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ISSUES & REVISIONS

DATE:

DATE: BY:

BY:

DATE: BY:

12/05/12

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DESCRIPTION:

DATE:NO.: BY:

PROJECT:

1

2

3

Littleton, CO 80120

-

-

-

2








TBPE NO. F-14582

PAVING NOTES



OWNER:


R


(206) 318-1575SEATTLE, WA 98134

PROPOSEDEXISTING

CURB AND GUTTER

PROPERTY LINE

HANDICAP PARKING SPACE

PAINTED TRAFFIC ARROW

PAINTED STOP BAR

PARKING COUNT

LEGEND

UTILITY POLE


SANITARY SEWER LINE

STORM SEWER CULVERT

STORM SEWER LINE

CURB INLET

GRATE INLET

PERFORATED PIPE

WATER SERVICE LINE


5" CONCRETE PAVEMENT

4" SIDEWALK

NOTES

CONTROL PLAN

PAVING SCHEDULE

7" CONCRETE PAVEMENT






C203

SHEET NUMBER:

SITE DETAILS

SHEET TITLE:

WTS

SJMDRAWN BY:

PROJECT MANAGER:

DATE:

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PROJECT NO.:

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C201 SP

N.T.S.SCALE:

NO.:

DESCRIPTION:

NO.:

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NO.:

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ISSUES & REVISIONS

DATE:

DATE: BY:

BY:

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12/28/12

DESCRIPTION:

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DESCRIPTION:

DATE:NO.: BY:

PROJECT:

1

2

3

Littleton, CO 80120

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TBPE NO. F-14582



OWNER:


R


(206) 318-1575SEATTLE, WA 98134

1.0'

SIGN

UNIVERSAL

THIS SIGN ATVAN SPACES

HANDICAPPED

PARKING SPACEAT EACH HANDICAPPEDTHIS SIGN TYPICAL

ONLY

LOCAL CODES, AND AS SPECIFIED.

HANDICAP SIGN

5.0

'MIN

.

FEDERAL HIGHWAY ADMINISTRATION'S MANUAL "UNIFORM TRAFFIC CONTROL DEVICES",PROVIDE TRAFFIC CONTROL SIGNS COMPLYING WITH U.S. DEPARTMENT OF TRANSPORTATION,

1.5

'

3.0

'

1-3/4x1-3/4 STEEL POSTPRIME AND PAINT BLACKWITH POLYURETHANEACRYLIC EXTEND POSTMIN. 3 FEET BELOWGRADE

AHANDICAP PARKING SIGNAGE DETAIL

1'-0"

4"

23°

6" RADIUS

1'-0"2'-0"

8"

5°

WHITE REFLECTIVE PAINT

BLUE BACKGROUND

1'-0"

1'-8"

2'-0"R

3"

CL OF PARKING SPACE

8"

1'-8"

R

CHANDICAP SYMBOL DETAIL

4" STRIPINGPAINTED WHITE

DSTRIPING REQUIREMENTS

BDRIVE ARROW

4' - 6" Min.

Paint traffic white, per plan

2'-0"

6"

10"

ENOT TO SCALE

TAPERED CURB/CURB CUT DETAIL

1'-0"

F/L

F/L

FBIKE RACK DETAIL

—

NOTES


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C301

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GRADING PLAN

SHEET TITLE:

WTS

SJMDRAWN BY:

PROJECT MANAGER:

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PROJECT NO.:

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C301 GP

1" = 20'-0"SCALE:

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ISSUES & REVISIONS

DATE:

DATE: BY:

BY:

DATE: BY:

12/05/12

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DESCRIPTION:

DATE:NO.: BY:

PROJECT:

1

2

3

Littleton, CO 80120

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TBPE NO. F-14582

SITE BENCHMARK



OWNER:


R


(206) 318-1575SEATTLE, WA 98134

PROPOSEDEXISTING

CURB AND GUTTER

PROPERTY LINE

LEGEND

UTILITY POLE


SANITARY SEWER LINE

STORM SEWER CULVERT

STORM SEWER LINE

CURB INLET

GRATE INLET

PERFORATED PIPE

WATER SERVICE LINE


GRADING NOTES

NOTES

TOP OF CURB ELEV

CONTOUR

TOP OF PAVEMENT ELEV

RIDGE

BENCHMARK

MATCH EXISTINGTOP OF PAVEMENT ELEV

V GUTTER


PRE

CIN

CT

LIN

ER

OA

D

AIRPORT FREEWAY


PROPOSEDSTARBUCKS


150 30 60






C401

SHEET NUMBER:

EROSION CONTROL PLAN

SHEET TITLE:

WTS

SJMDRAWN BY:

PROJECT MANAGER:

DATE:

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PROJECT NO.:

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C401 ECP

1" = 30'-0"SCALE:

NO.:

DESCRIPTION:

NO.:

DESCRIPTION:

NO.:

DESCRIPTION:

ISSUES & REVISIONS

DATE:

DATE: BY:

BY:

DATE: BY:

12/05/12

DESCRIPTION:

DATE:NO.: BY:

DESCRIPTION:

DATE:NO.: BY:





DESCRIPTION:

DATE:NO.: BY:

PROJECT:

1

2

3

Littleton, CO 80120

-

-

-

2








TBPE NO. F-14582

EROSION PROTECTION DURING CONSTRUCTION



OWNER:


R


(206) 318-1575SEATTLE, WA 98134

PROPOSEDEXISTING

CURB AND GUTTER

PROPERTY LINE

CONTOUR

SILT FENCE

INLET PROTECTION

CONSTRUCTION ENTRANCE

LEGEND

UTILITY POLE


SANITARY SEWER LINE

STORM SEWER CULVERT

STORM SEWER LINE

CURB INLET

GRATE INLET

PERFORATED PIPE

WATER SERVICE LINE


EROSION CONTROL NOTES

CONSTRUCTION FENCE


PR

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INC

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AIRPORT FREEWAY


PROPOSEDSTARBUCKS


100 20 40






C501

SHEET NUMBER:

UTILITY PLAN

SHEET TITLE:

WTS

SJMDRAWN BY:

PROJECT MANAGER:

DATE:

DRAWING FILE:

PROJECT NO.:

-

C501 UP

1" = 20'-0"SCALE:

NO.:

DESCRIPTION:

NO.:

DESCRIPTION:

NO.:

DESCRIPTION:

ISSUES & REVISIONS

DATE:

DATE: BY:

BY:

DATE: BY:

12/05/12

DESCRIPTION:

DATE:NO.: BY:

DESCRIPTION:

DATE:NO.: BY:





DESCRIPTION:

DATE:NO.: BY:

PROJECT:

1

2

3

Littleton, CO 80120

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-

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2








TBPE NO. F-14582

STORM DRAINAGE SCHEDULE



OWNER:


R


(206) 318-1575SEATTLE, WA 98134

PROPOSEDEXISTING

CURB AND GUTTER

PROPERTY LINE

LEGEND

UTILITY POLE


SANITARY SEWER LINE

STORM SEWER CULVERT

STORM SEWER LINE

CURB INLET

GRATE INLET

CLEANOUT

PERFORATED PIPE

WATER METER

WATER SERVICE LINE


LIGHT POLE

WATER SCHEDULE SANITARY SEWER SCHEDULE

UTILITY NOTES


PR

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PROPOSEDSTARBUCKS


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C502

SHEET NUMBER:

DRAINAGE AREA MAP

SHEET TITLE:

WTS

SJMDRAWN BY:

PROJECT MANAGER:

DATE:

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PROJECT NO.:

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C501 UP

1" = 20'-0"SCALE:

NO.:

DESCRIPTION:

NO.:

DESCRIPTION:

NO.:

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ISSUES & REVISIONS

DATE:

DATE: BY:

BY:

DATE: BY:

12/05/12

DESCRIPTION:

DATE:NO.: BY:

DESCRIPTION:

DATE:NO.: BY:





DESCRIPTION:

DATE:NO.: BY:

PROJECT:

1

2

3

Littleton, CO 80120

-

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TBPE NO. F-14582



OWNER:


R


(206) 318-1575SEATTLE, WA 98134

PROPOSEDEXISTING

CURB AND GUTTER

PROPERTY LINE

LEGEND

UTILITY POLE


SANITARY SEWER LINE

STORM SEWER CULVERT

STORM SEWER LINE

CURB INLET

GRATE INLET

CLEANOUT

PERFORATED PIPE

WATER SERVICE LINE


CONTOUR

FLOW ARROW

’ ’“ ”

“‘

“

DRAINAGE STATEMENT

DRAINAGE DATA

DRAINAGE BASIN

DRAINAGE AREAACREAGE

FNOT TO SCALE

PYLON SIGNE

NOT TO SCALE

PRE-MENU BOARD-30DEG ORIENTATIOND

NOT TO SCALE

BOLLARD, ORDER CONFIRMATION POST AND5 PANEL MENU BOARD-30DEG ORIENTATION

ANOT TO SCALE

CLEARANCE BARB

NOT TO SCALE

DIRECTIONAL SIGNC

NOT TO SCALE

DIRECTIONAL SIGN

C701

SHEET NUMBER:

STARBUCKS SITE SIGNAGE

SHEET TITLE:

WTS

DQBDRAWN BY:

PROJECT MANAGER:

DATE:

DRAWING FILE:

PROJECT NO.:

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C701 SSS

N.T.S.SCALE:

NO.:

DESCRIPTION:

NO.:

DESCRIPTION:

NO.:

DESCRIPTION:

ISSUES & REVISIONS

DATE:

DATE: BY:

BY:

DATE: BY:

12/28/12

DESCRIPTION:

DATE:NO.: BY:

DESCRIPTION:

DATE:NO.: BY:





DESCRIPTION:

DATE:NO.: BY:

PROJECT:

1

2

3

Littleton, CO 80120

-

-

-

2



OWNER:


R


(206) 318-1575SEATTLE, WA 98134

SIGNAGE IS FORREFERENCE ONLY

4'-0"

2'-0"

30°

OUTLINE OF MENUBOARD ABOVE12'-6

" TOCENTERLIN

EOF

ORDERCONFIR

MATION

POSTMENU PANEL PIVOTMIN. CLEARDISTANCE

CONCRETE FOOTINGRE: DETAIL G,SHEET C703E

C703

G

C703

10050EDGE OFCONCRETECURB

4'-6"

PIPE BOLLARD(FLUSH WITHBACK OF CURB)

H

C703

(1) 34"

SCHEDULE 40PVC CONDUIT-ROUTE BACKTO ELECTRICALPANEL

DETECTOR LOOPCENTERED ONSPEAKER POST 2"BELOW FINAL GRADE

34"SHCEDULE 40PVC CONDUIT

OUTLINE OFORDER POST

CONCRETEFOOTING RE:DETAIL H,SHEET C702

H

C703

VERIFY ANGLEWITH STARBUCKSCONSTRUCTIONMANAGER

30°

(2) 1" SCHEDULE 40PVC DATA CONDUITROUTE BACK TOMANAGERS DESK, AND

(1) 34" SCHEDULE 40

PVC CONDUIT-ROUTE BACK TOELECTRICAL PANEL.

10052

(1) 34" SCHEDULE 40

PVC CONDUIT-ROUTE BACK TOELECTRICAL PANEL.

MENU PANELPIVOT MIN. CLEARDISTANCE

CONCRETE FOOTINGRE: DETAIL G,SHEET C703

1'-6

"

4'-6"

4'-6"

2'-0"

3'-6"

L

C703

M

C703

11307

4'-6"

ALIGN PYLON SIGN4'-0" BEHIND THEBACK OF CURBCENTERED ON THEMIDPOINT OF THEDRVE-THRU ARC.

LANDSCAPEEDGING

PROPERTY LINE

48" PYLON, BACKLIT,DOUBLE FACE w/DRIVE THRU.

(1) 34"


A

C703

4'-6

"


1'-6"

12372

CONCRETE FOOTINGRE: DETAIL B,SHEET C703

B

C703

C

C703

H

C703

10'-0"

1'-6"

1'-6"


K

C703 C703

CONCRETE FOOTINGRE: DETAIL M,SHEET C703

M

2'-0"

5'-0"

11307

STARBUCKSBUILDING

ANOT TO SCALE

NORTH MONUMENT SIGN

C702

SHEET NUMBER:

STARBUCKS SITE SIGNAGE

SHEET TITLE:

WTS

DQBDRAWN BY:

PROJECT MANAGER:

DATE:

DRAWING FILE:

PROJECT NO.:

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C701 SSS

N.T.S.SCALE:

NO.:

DESCRIPTION:

NO.:

DESCRIPTION:

NO.:

DESCRIPTION:

ISSUES & REVISIONS

DATE:

DATE: BY:

BY:

DATE: BY:

12/28/12

DESCRIPTION:

DATE:NO.: BY:

DESCRIPTION:

DATE:NO.: BY:





DESCRIPTION:

DATE:NO.: BY:

PROJECT:

1

2

3

Littleton, CO 80120

-

-

-

2



OWNER:


R


(206) 318-1575SEATTLE, WA 98134


3'-0"

5'-0" TALL DOUBLEFACE BACK LITMONUMENT w/"DRIVE THRU"

MONUMENT SIGNFOUNDATION

SITE TRIANGLE

(1) 34"


PROPERTY LINE

FRONT OF CURB

BNOT TO SCALE

SOUTH MONUMENT SIGN

8'-0"

8'-0"

MONUMENT SIGNFOUNDATION

5'-0" TALL DOUBLEFACE BACK LITMONUMENT w/"DRIVE THRU"

SITE TRIANGLE

FRONT OF CURB

D

C703

D

C703

12'-0"

4'-0

"2

'-0"

FINISHEDGRADE

THIS DETAIL IS FOR REFERENCE ONLY.SIGNAGE SUPPLIED AND INSTALLED BYOTHERS UNDER SEPARATE PERMIT.

SIDE ELEVATIONFRONT ELEVATION

SEE SHEET C701 FOR ORIENTATIONOF GRAPHIC PANELS TO SITE

ACRYLIC GRAPHIC PANELS

SIGNGRAPHIC

FINISHEDGRADE

SIDE ELEVATIONFRONT ELEVATION

SEE SHEET C701 FOR ORIENTATIONOF GRAPHIC PANELS TO SITE

ACRYLIC GRAPHIC PANELS

#3 TIES (3 EA.)

#4 VERTICALS (4 EA.)

FINISHED GRADE

PLAN

DIRECTIONALPLATE OUTLINE

#3 TIES TYP

DIRECTIONAL SIGN

34 "DIA. 12" LONG

ANCHOR BOLTSEMBED 6" MIN.(2 EA.)

GR

AD

EO

RE

NG

INE

ER

ED

FIL

L

12" CONDUIT FOR120 VAC (CENTERIN FOOTING)

INT

ON

AT

UR

AL

FINISHED GRADE

6" DIA. CONCRETEFILLED STEEL TUBING

FINISHED GRADE


FINISHED GRADE

PLANINT

ON

AT

UR

AL

GR

AD

EO

RE

NG

INE

ER

ED

FIL

L

CLEARANCE BAR

#3 TIES (10" O.C.)

CLEARANCE POSTPLATE OUTLINE

NOTES:1. FOOTING DEPTH MAY VARY AS PER SITE AND SOIL CONDITIONS.

2. CONCRETE RESISTANCE 3600 PSI AFTER 28 DAYS.3. THE GROUND MUST NOT BE ALTERED AND MUST BE WELL DRAINED.

4. EXPECTED GROUND BEARING CAPACITY AT 3000 PSF.

78 "DIA. x 60"L A307 ANCHOR BOLTS

EMBED 48" MIN. (4 EA.)

INT

ON

AT

UR

AL

GR

AD

EO

RE

NG

INE

ER

ED

FIL

L

#3 TIES (3 EA.)

#3 TIES TYP@ 12" O.C.


FINISHED GRADE

PLAN

MENU BOTTOMPLATE OUTLINE

"CONDUIT

FOR 120VAC(CENTER INFOOTING)

FREESTANDING MENU/PRE-MENU(DESIGN VARIES)

34 "DIA. x 24"L ANCHOR BOLTS

(F1554 GRADE 36 - 4 EA.)

FRONT ELEVATION SIDE ELEVATION

MICROPHONE

SPEAKER

FINISHED GRADE

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLEDBY OTHERS UNDER SEPARATE PERMIT

THIS DETAIL IS FORREFERENCE ONLY.

SIGNAGE SUPPLIED ANDINSTALLED BY OTHERS

UNDER SEPARATE PERMIT

PAINTED TO MATCHBUILDING TRIM

6" YELLOW TRAFFIC STRIPE

CONCRETE FOOTING

34

PLAN

ORDER CONFIRMATION POST

CONDUITBUNDLE

POST BOTTOMPLATE OUTLINE

34" CONDUIT

FOR POWER

(2) 1" CONDUITFOR AUDIO ANDDATA CABLES

GR

AD

EO

RE

NG

INE

ER

ED

FIL

L

FINISHEDGRADE

12"DIA. x 12"L ANCHOR BOLTS(F1554 GRADE 36 - 4 EA.)

INT

ON

AT

UR

AL

9'-6" CLEARANCE

5'-6"

AB

OV

EG

RA

DE

9'-6

"

FINISHED GRADE

2"x2" STEEL CROSS BAR

PRE-SPACED VINYL LETTERINGAPPLIED ON SITE AS NEEDED

10'-0" BAR

3 12"DIA. VERTICAL STEEL POLE

12

'-6"


SIGNAGE SUPPLIED ANDINSTALLED


2'-3"

PRIOR TO ORDERING, INSTALLING, OR CONSTRUCTING, THE CONTRACTOR

MORE CURRENT DETAIL IS TO BE USEDSHALL VERIFY WITH THE STARBUCKS CONSTRUCTION MANAGER IF A

PRIOR TO ORDERING, INSTALLING, OR CONSTRUCTING, THE CONTRACTOR

MORE CURRENT DETAIL IS TO BE USEDSHALL VERIFY WITH THE STARBUCKS CONSTRUCTION MANAGER IF A

FINISHED GRADE


SIGNAGE SUPPLIED ANDINSTALLED BY OTHERS


1'-0"

1'-0"2'-2"

2'-11 18"

5'-1

17 8"

3'-1

13 4"

2'-0

1 8"

2'-2"

7'-11 12"

2'-0

1 8"3

'-11

5 8"

5'-1

13 4"

2'-0" DIA.

4'-3

"M

IN.

1'-1"

4"

5"

5"

1'-0" DIA.

6'-0

"M

IN.

6"

10 12"

7 34"

3'-1

01 4"

4'-3

"

2'-0" DIA.

2'-0

"M

IN.

2'-0"

8"

43 4"

4 34"

7 14"

6"

2'-1"

10

"1

'-0"

3'-1

0"

6"

2'-1"

10

"1

'-0"

3'-1

0"

6"

1"

1'-6" DIA.

2'-0

"M

IN.

THIS DETAIL IS FOR REFERENCE ONLY.SIGNAGE SUPPLIED AND INSTALLED BYOTHERS UNDER SEPARATE PERMIT.

CAMERA APERTURE

2'-1

11 4"

1'-4 34"

ORDERCONFIRMATIONMONITOR

1'-6

"

(VERIFY HEIGHT)

ENOT TO SCALE

S800 FREESTANDINGPRE-MENU BOARD

HNOT TO SCALE

BOLLARD DETAILK

NOT TO SCALE

13167 DIRECTIONAL SIGNILLUMINATED DOUBLE SIDED

FNOT TO SCALE

S802 FREESTANDING5 PANEL MENU BOARDI

NOT TO SCALE

S615 ORDER CONFIRMATIONSYSTEM POSTL

NOT TO SCALE

13167 DIRECTIONAL SIGNILLUMINATED DOUBLE SIDED B

NOT TO SCALE

S613 CLEARANCE BAR

GNOT TO SCALE

MENU FOOTINGJNOT TO SCALE

S615 ORDERSYSTEM POST FOOTINGM

NOT TO SCALE

DIRECTIONAL SIGN FOOTINGC

NOT TO SCALE

CLEARANCE BAR FOOTING C703

SHEET NUMBER:

SHEET TITLE:

WTS

DQBDRAWN BY:

PROJECT MANAGER:

DATE:

DRAWING FILE:

PROJECT NO.:

-

C703 SS

N.T.S.SCALE:

NO.:

DESCRIPTION:

NO.:

DESCRIPTION:

NO.:

DESCRIPTION:

ISSUES & REVISIONS

DATE:

DATE: BY:

BY:

DATE: BY:

12/28/12

DESCRIPTION:

DATE:NO.: BY:

DESCRIPTION:

DATE:NO.: BY:





DESCRIPTION:

DATE:NO.: BY:

PROJECT:

1

2

3

Littleton, CO 80120

-

-

-

2



OWNER:


R


(206) 318-1575SEATTLE, WA 98134

STARBUCKS SITESIGNAGE DETAILS


ANOT TO SCALE

PYLON SIGN

DNOT TO SCALE

MONUMENT SIGN

6'-0"

5'-0"

2'-0"

FINISHEDGRADE

CONCRETE FOUNDATION PERSTRUCTURAL ENGINEER'SAPPROVED FOOTING DESIGN

STEEL POLE

FINISHED GRADE

48" DOUBLE FACE BACKLITLOGO DISK SIGN

BACKLIT CABINET

45'-0"