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PROJECT MANUAL 1807 Ross Avenue Sui
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Napa Century Centter XD 12 - Napa,
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Napa Century Center XD 12 - Napa, C
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Section 15000 Section 15034 Section
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TABLE OF CONTENTS Page 2 DIVISION 4
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1.01 PROJECT NAPA CENTURY CENTER XD
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E. See also Section 01600 paragraph
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BID FORM FROM: ____________________
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Document 00300 Page 3 CONTRACTOR: T
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Document 00300 Page 5 Start plumbin
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BID GUARANTEE Document 00300 Page 7
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SECTION 00700 GENERAL CONDITIONS PA
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Document 00800 Page 2 “Contractor
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Document 00800 Page 4 3.18.1 In the
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Document 00800 Page 6 7.4 In the fi
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Document 00800 Page 8 Add Paragraph
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A. Workers Compensation Insurance i
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Document 00800 Page 12 Contractor i
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Document 00800 Page 14 B. Commercia
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Document 00800 Page 16 13.8 NO THIR
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Document 00800 Page 18 EXHIBIT "C'
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Document 00800 Page 20 EXHIBIT "C"
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e. Training for Contractor personne
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Section 01020 Page 2 1.05 ADJUSTMEN
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Section 01340 Page 2 F. Notify Arch
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Section 01340 Page 4 50. Painting 5
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Appendix B REGIONALLY MANUFACTURED
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Appendix D CERTIFIED WOOD INFORMATI
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PART 3 EXECUTION Section 01351 Page
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NAPA CENTURY CENTER XD 12 #165582 S
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Section 01352 Page 2 a. Identify po
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Section 01352 Page 4 Appendix A SAM
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PART 1 - GENERAL SECTION 01410 TEST
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PART 1 - GENERAL SECTION 01500 CONS
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PART 1 - GENERAL SECTION 01600 MATE
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Section 01600 Page 3 PROJECT: CENTU
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PART 1 - GENERAL 1.01 REQUIREMENTS
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PART 1 - GENERAL 1.01 RELATED WORK
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Section 01730 Page 2 1.07 MANUAL FO
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1.05 SUBMITTALS REQUIRED A. Submit
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Section 01810 Page 1 SECTION 01810
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Section 01811 Page 1 SECTION 01811
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Section 01811 Page 3 P. Perform fie
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END OF SECTION Section 01811 Page 5
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Section 02200 Page 2 G. Erect batte
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Section 02200 Page 4 I. Place engin
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SECTION 02362 TERMITE CONTROL PART
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SECTION 02351 CONCRETE FOOTINGS PAR
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SECTION 02810 PLANTING IRRIGATION P
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3. Micro-sprinklers. 4. Bubbler-sty
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NAPA CENTURY CENTER XD 12 #165582 S
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Section 02825 Page 4 3.06 PROTECTIO
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Section 02810 Page 2 4. Agenda: a.
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2.6 SOIL CONDITIONERS Section 02810
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SECTION 03100 STRUCTURAL CONCRETE F
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2.08. MANUFACTURED UNITS A. Round c
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SECTION 03200 CONCRETE REINFORCING
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3.02. PLACEMENT Section 03200 Page
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Section 03250 Page 2 D. Local / Reg
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SECTION 03300 STRUCTURAL CONCRETE P
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PART 2 - PRODUCTS Section 03300 Pag
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Section 03300 Page 5 D. Documentati
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Section 03300 Page 7 mixing water a
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Section 03300 Page 9 truck during p
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Section 03411 Page 2 Accepted sampl
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SECTION 03600 GROUTING STEEL BASE P
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Section 04100 Page 1 SECTION 04100
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Section 04100 Page 3 D. Provide mat
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Section 04210 Page 2 d. Product Com
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Section 04210 Page 4 B. Lay only dr
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Section 04210 Page 6 A. Contractor
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2. Steel Structures Painting Manual
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Section 05100 Page 4 C. Provide pro
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Section 05100 Page 6 (1) In accorda
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SECTION 05200 STEEL JOISTS PART 1 -
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PART 3 - EXECUTION Section 05200 Pa
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Section 05300 Page 2 product during
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SECTION 05320 METAL FLOOR DECK PART
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SECTION 05330 COMPOSITE METAL FLOOR
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Section 05330 Page 3 A. Composite M
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PART 1 - GENERAL NAPA CENTURY CENTE
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Section 05400 Page 3 F. Protective
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Section 05500 Page 2 I. Bilco: LU-1
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PART 1 - GENERAL SECTION 05510 STEE
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Section 05510 Page 3 H. Dimensions
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Section 05520 Page 2 PART 2 - PRODU
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- Page 207: Section 05721 Page 3 3.03 FINISHING
- Page 210 and 211: Section 05810 Page 2 1.4 QUALITY AS
- Page 212 and 213: Section 05810 Page 4 3.7 SCHEDULE A
- Page 214 and 215: Section 06100 Page 2 4. Product Com
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- Page 221: 8. If application is not complete a
- Page 224 and 225: Section 07210 Page 2 3. Black Matt
- Page 226 and 227: Section 07410 Page 2 3. Product Val
- Page 229 and 230: PART 1 - GENERAL SECTION 07420 COMP
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- Page 234 and 235: Section 07535 Page 2 will be requir
- Page 236 and 237: Section 07535 Page 4 C. The roofing
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- Page 241 and 242: Section 07610 Page 3 B. PANEL DESIG
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- Page 247: D. Test adhesion to materials in th
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- Page 255: Section 08212 Page 3 C. Accessories
- Page 259 and 260: 4. The system shall provide fully r
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- Page 265: Section 08625 Page 5 C. All Fastene
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- Page 270 and 271: Section 08710 Page 4 03 Ext. audito
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- Page 275: Section 08810 Page 3 A. Field Measu
- Page 278 and 279: Section 08920 Page 2 3. At connecti
- Page 280 and 281: Section 08920 Page 4 9. Provide gut
- Page 282 and 283: Section 09220 Page 2 A. Manufacture
- Page 284 and 285: Section 09220 Page 4 1. Space hange
- Page 286 and 287: Section 09220 Page 6 C. Defects res
- Page 288 and 289: Section 09250 Page 2 F. Adhesive: A
- Page 290 and 291: Section 09250 Page 4 4. No fill coa
- Page 292 and 293: Section 09310 Page 2 H. Edge Protec
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Section 09800 Page 3 2. Sherwin-Wil
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SECTION 09900 PAINTING PART 1 - GEN
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Section 09900 Page 3 2nd coat Sherw
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Section 09950 Page 2 B. Apply using
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SECTION 09960 HIGH PERFORMANCE COAT
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Section 09960 Page 3 PART 3 - EXECU
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Section 09960 Page 5 H. Transparent
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PART 1 - GENERAL 1.01 SCOPE A. Prov
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SECTION 10150 TOILET PARTITIONS PAR
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PART 1 - GENERAL SECTION 10200 LOUV
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D. Provide material with maximum am
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PART 1 - GENERAL SECTION 10260 PROT
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PART 1 - GENERAL NAPA CENTURY CENTE
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SECTION 10800 TOILET ACCESSORIES PA
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PART 1 GENERAL SECTION 11201 RAINWA
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Section 11201 Page 3 1.6 WARRANTY A
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SECTION 11202 WATER REUSE PART 1 -
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Section 11202 Page 3 2. Run reclaim
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Section 11400 Page 2 1. Forest Stew
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PART 1 - GENERAL SECTION 12484 FOOT
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PART 3 - EXECUTION Section 12484 Pa
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Section 12494 Page 2 D. Electrical
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Section 12494 Page 4 2. Provide sha
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Section 12494 Page 6 c. Connect mas
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Section 12494 Page 8 END OF SECTION
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Section 13600 Page 2 ASTM E1362- St
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Section 14240 Page 2 10. Machine Ro
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Section 14240 Page 4 1. If a physic
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Section 14240 Page 6 E. Buffers: Pr
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Section 14240 Page 8 A. Before star
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PART 1 - GENERAL 1.01 RELATED DOCUM
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9. PDI - Plumbing Drainage Institut
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submit (email) prior to bid to the
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transparencies. Enter thereon, in a
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3.14 GUARANTEE A. The Contractor sh
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dampers, registers, and diffusers s
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PART 1 - GENERAL 1.01 RELATED DOCUM
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2. The exact number and configurati
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Lettering shall be as required. 2.
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H. All plumbing adhesives, joint co
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2.01 MATERIALS AND INSTALLATION - G
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F. GAS COCKS: 1. Cocks on 2" lines
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2.14 INSULATION A. Horizontal cold
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C. Temperature and pressure relief
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D. Yard hydrants shall meet ASSE 10
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sub-contract drawings. D. Coordinat
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F. Ductwork exposed to the weather
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G. Combination Fire/Smoke dampers,
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D. Units shall contain hermetic mul
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D. The Owner’s rooftop unit suppl
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PART 1 - GENERAL 1.01 DESCRIPTION S
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6. Final test report forms to be us
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the results in a clear format with
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contractual or agreed upon rates. A
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5. The electrical contractor is to
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fixtures and bear cost of redoing w
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1/4" scale plan view and elevations
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a. Provide all metering equipment a
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E. Fire Alarm: EMT or Plenum Cable
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B. Panels shall be three-phase, fou
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7. Where rigid conduit is laid belo
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usage, location, and size and numbe
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B. Provide engraved laminate plasti
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2. All syrup chases located on a fl
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SECTION 16050 16051 SITE BASIC ELEC
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1.08 RECORD DRAWINGS A. The Contrac
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1. For sleeve cross-section rectang
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e. Automatic transfer switches. END
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Contractor is required to perfume p
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C. Equipment Grounding Conductor Te
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B. Exothermic-Welded Connections: C
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SECTION 16075 SITE ELECTRICAL IDENT
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C. Aluminum Wraparound Marker Label
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2. Equipment Requiring Workspace Cl
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c. Phase C: Blue. 3. Colors for 480
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PART 2 - PRODUCTS 2.01 MANUFACTURER
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D. Terminate conductors No. 10 AWG
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1.04 SUBMITTALS A. Product Data: Fo
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12. Spiralduct, Inc./AFC Cable Syst
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6. Boxes and Enclosures: NEMA 250,
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1. Where conduits pass from warm to
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B. Shop Drawings: List of legends a
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C. Combination Switch and Receptacl
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1. Receptacles: Identify panelboard
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equired by the governing authoritie
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SECTION 16442 SITE PANELBOARDS PART
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E. Comply with NEMA PB 1. F. Comply
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2.03 PANELBOARD SHORT-CIRCUIT RATIN
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for coordinating the schedule of th
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fans and lights. The contractor is
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SECTION 16995 ELECTRICAL SYSTEMS CO
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APPENDIX A - GEOTECH REPORT NAPA CE
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Geotechnical Investigation South Ri
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Geotechnical Investigation South Ri
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Geotechnical Investigation South Ri
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Geotechnical Investigation South Ri
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Geotechnical Investigation South Ri
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Geotechnical Investigation South Ri
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Geotechnical Investigation South Ri
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Geotechnical Investigation South Ri
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Geotechnical Investigation South Ri
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Geotechnical Investigation South Ri
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Geotechnical Investigation South Ri
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Geotechnical Investigation South Ri
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APPENDIX A Vicinity Map Aerial Phot
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N Project Site Project Site KC ENGI
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LOG OF TEST BORING BORING NO.: 1 PR
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LOG OF TEST BORING BORING NO.: 2 PR
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LOG OF TEST BORING BORING NO.: 3 PR
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LOG OF TEST BORING BORING NO.: 4 PR
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LOG OF TEST BORING BORING NO.: 5 PR
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LOG OF TEST BORING BORING NO.: 6 PR
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LOG OF TEST BORING BORING NO.: 7 PR
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UNIFIED SOIL CLASSIFICATION SYSTEM
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Sample # Description Dry Density p.
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Particle Size Distribution Report 1
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Particle Size Distribution Report 1
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Particle Size Distribution Report 1
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Particle Size Distribution Report 1
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Particle Size Distribution Report 1
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APPENDIX B 2002 INVESTIGATION APPEN
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LOG OF TEST BORING BORING NO.: 1 PR
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LOG OF TEST BORING BORING NO.: 2 PR
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LOG OF TEST BORING BORING NO.: 3 PR
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LOG OF TEST BORING BORING NO.: 4 PR
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LOG OF TEST BORING BORING NO.: 5 PR
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LOG OF TEST BORING BORING NO.: 6 PR
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LOG OF TEST BORING BORING NO.: 7 PR
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LOG OF TEST BORING BORING NO.: 8 PR
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TEST PIT NO. DEPTH (feet) 4 0-8’
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APPENDIX C 2009 INVESTIGATION APPEN
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STORMWATER MANAGEMENT AND HYDRAULIC
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STORMWATER POND MODIFICATION SOUTH
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STORMWATER POND MODIFICATION SOUTH
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STORMWATER POND MODIFICATION SOUTH
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STORMWATER POND MODIFICATION SOUTH
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STORMWATER POND MODIFICATION SOUTH
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LEED 2009 New Construction Project
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LEED 2009 New Construction Project