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LOG OF TEST BORING BORING NO.: 4 PROJECT: South River Place, Phase 1 PROJECT NO.: VV3200 CLIENT: The Gasser Foundation DATE: 17 November 2010 LOCATION: Gasser Dr and Hartle Ct, Napa ELEVATION: 15.0 DRILLER: Ram Geotechnical Drilling LOGGED BY: JSP DRILL RIG: Mobile B-24 BORING DIAMETER: 4 inch DEPTH TO WATER: INITIAL : 13.0 ft. FINAL : AFTER: hrs. ELEVATION (Feet) DEPTH (Feet) SAMPLE NO. SAMPLER GRAPHIC LOG GEOTECHNICAL DESCRIPTION AND CLASSIFICATION SOIL CLASSIFICATION CONVERTED SPT BLOW COUNT (BLOWS/FT.) DRY DENSITY (PCF) MOISTURE CONTENT (PERCENT) ADDITIONAL TESTS AND REMARKS (LL, PI, UCC, ø&c, Gradation) 15 0 Red Brown sandy CLAY; damp, very stiff (FILL) CL 4-1 21 93.2 27.1 LL=40% PI=19 10 5 Red Brown clayey SAND; damp, loose (FILL) SC 4-2 3 - - 5 10 Dark Grey CLAY; moist to wet, stiff (NATIVE) CH 4-3 12 - - 0 15 4-4 Mottled Dark Red and Grey CLAY; wet, stiff CL- CH 9 - - -5 20 4-5 Red Brown and Grey sandy CLAY; wet, firm CL 6 - - %
LOG OF TEST BORING BORING NO.: 4 PROJECT: South River Place, Phase 1 PROJECT NO.: VV3200 CLIENT: The Gasser Foundation DATE: 17 November 2010 LOCATION: Gasser Dr and Hartle Ct, Napa ELEVATION: 15.0 DRILLER: Ram Geotechnical Drilling LOGGED BY: JSP DRILL RIG: Mobile B-24 BORING DIAMETER: 4 inch DEPTH TO WATER: INITIAL : 13.0 ft. FINAL : AFTER: hrs. ELEVATION (Feet) DEPTH (Feet) SAMPLE NO. SAMPLER GRAPHIC LOG GEOTECHNICAL DESCRIPTION AND CLASSIFICATION SOIL CLASSIFICATION CONVERTED SPT BLOW COUNT (BLOWS/FT.) DRY DENSITY (PCF) MOISTURE CONTENT (PERCENT) ADDITIONAL TESTS AND REMARKS (LL, PI, UCC, ø&c, Gradation) -15 30 4-6 12 - - -20 35 Red Brown clayey GRAVEL; wet, very dense GC 4-7 63 - - -25 40 Boring terminated at 40 feet -30 45 -35 50 -40 55 This information pertains only to this boring and is not necessarily indicitive of the whole site. KC ENGINEERING CO. Figure 8
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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 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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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 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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PART 1 - GENERAL SECTION 05721 PRE-
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Section 05721 Page 3 3.03 FINISHING
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Section 05810 Page 2 1.4 QUALITY AS
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Section 05810 Page 4 3.7 SCHEDULE A
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Section 06100 Page 2 4. Product Com
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PART 1 - GENERAL SECTION 07110 MEMB
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8. If application is not complete a
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Section 07210 Page 2 3. Black Matt
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Section 07410 Page 2 3. Product Val
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PART 1 - GENERAL SECTION 07420 COMP
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Section 07420 Page 3 2.04 FABRICATI
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Section 07535 Page 2 will be requir
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Section 07535 Page 4 C. The roofing
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Section 07610 Page 3 B. PANEL DESIG
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PART 1 - GENERAL SECTION 07620 SHEE
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A PART 1 - GENERAL SECTION 07920 SE
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D. Test adhesion to materials in th
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Section 08100 Page 2 PART 3 - EXECU
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Section 08212 Page 3 C. Accessories
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A. Schedule deliveries to avoid del
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2.03 FINISH HARDWARE SCHEDULE Furni
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Section 08625 Page 2 4. Interior Fl
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Section 08625 Page 4 years, or afte
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PART 1 - GENERAL 1.01 SCOPE A. Prov
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Section 08710 Page 5 17B Storefront
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B. Perform glazing on dry surfaces
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SECTION 08920 GLAZED ALUMINUM CURTA
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Section 08920 Page 3 1.05 QUALITY A
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PART 1- GENERAL SECTION 09220 LATH
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O. Strip Mesh: Expanded galvanized
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Section 09220 Page 5 7. Do plasteri
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PART 1 - GENERAL SECTION 09250 GYPS
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Section 09250 Page 3 2. Erect studs
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Section 09310 Page 3 4. Method #4 (
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Section 09510 Page 2 C. Deliver mat
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PART 1 - GENERAL SECTION 09650 RESI
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Section 09650 Page 3 B. Provide 6%
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Section 09680 Page 2 A. Inspect the
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Section 09800 Page 2 A. Protect adj
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Section 09800 Page 4 3.04 CLEANING
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Section 09950 Page 3 6. Ribs run ve
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Section 09960 Page 4 D. Ferrous Met
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Section 09960 Page 6 Coat 1: Coat 2
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NAPA CENTURY CENTER XD 12 #165582
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Section 10150 Page 2 1. Toilet for
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Section 10200 Page 2 B. Shop Drawin
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3.03 PROTECTION A. Protect installe
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C. Attach securely using black pan
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NAPA CENTURY CENTER XD 12 #165582
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Section 10800 Page 2 H. Soap Dispen
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Section 11201 Page 2 a. Landscaping
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Section 11201 Page 4 PART 3 - EXECU
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Section 11202 Page 2 3. Review cond
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PART 1 - GENERAL SECTION 11400 CONC
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2.03 ITEMIZED LIST OF EQUIPMENT A.
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Section 12484 Page 2 1.05 QUALITY A
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Section 12494 Page 3 1. Hem Pockets
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Section 12494 Page 5 maintenance fr
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Section 12494 Page 7 PART 3 EXECUTI
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PART 1 GENERAL SECTION 13600 PV ELE
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PART 1 - GENERAL SECTION 14240 HYDR
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Section 14240 Page 3 5. Elevator Ma
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Section 14240 Page 5 B. Cab Interio
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Section 14240 Page 7 G. Emergency P
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Section 14240 Page 9 A. General Con
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J. When drawing revisions are issue
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dates in accordance with the Genera
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F. Starters: All starters shall be
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A. Exterior surfaces of pipes, duct
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SECTION 15034 HVAC TESTING AND BALA
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satisfaction of the Architect and t
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1.07 COORDINATION WITH OTHER WORK A
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iron bodies for 125 lbs. WWP, all b
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2.08 SIGNS A. Approved enameled met
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SECTION 15400 PLUMBING PART 1 - GEN
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C. Piping shall not penetrate demis
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shall be responsible for structural
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2.19 DRAINS: Refer to schedule on d
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introduced into each line or stack.
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SECTION 15500 HEATING, VENTILATING
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E. Sealants within the building env
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G. External duct insulation shall b
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not acceptable. 5. Bearings shall b
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2.15 START-UP OF OWNER FURNISHED IC
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END OF SECTION Cinemark 15500 - 11
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for further details on start-up pla
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Temperature Controls Plumbing Recla
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SECTION 16000 GENERAL CONDITIONS FO
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fees required; he shall also obtain
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. Materials of Construction c. Gage
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A. When the Engineer has reviewed e
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A. All necessary cutting and patchi
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SECTION 16050 BASIC ELECTRICAL MATE
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6. Breakers shall be bolt-on. 7. Ea
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D. At the completion of the project
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F. Where connection is made to any
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C. For areas designated by Architec
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S. The contractor shall furnish the
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maximum time delay shall be one (1)
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CEC California Electrical Code 1.04
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. Calpico, Inc. c. Metraflex Co. d.
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3.04 FIRESTOPPING A. Apply firestop
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SECTION 16060 SITE GROUNDING AND BO
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E. Underground Conductors: Bare, ti
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1. Drive ground rods until tops are
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. Equipment Rated More Than 1000 kV
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B. Comply with 29 CFR 1910.145. 1.0
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C. Fasteners for Labels and Signs:
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j. Contactors. k. Remote-controlled
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SECTION 16120 SITE CONDUCTORS AND C
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PART 3 - EXECUTION 3.01 CONDUCTOR A
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SECTION 16130 SITE RACEWAYS AND BOX
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1. Alflex Inc. 2. Electri-Flex Co.
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10. Thomas & Betts Corporation. 11.
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1. Install concealed raceways with
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SECTION 16140 SITE WIRING DEVICES P
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. Pass & Seymour/Legrand; Wiring De
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1. Service Outlet Assembly: Flush t
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SECTION 16400 AUXILIARY ELECTRICAL
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. The detectors shall be designed t
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1. Dimensioned plans, elevations, s
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Page 498 and 499: 2.07 ACCESSORY COMPONENTS AND FEATU
Page 501 and 502: SECTION 16900 AUTOMATIC TEMPERATURE
Page 503: Guaranty-Warranty. END OF SECTION C
Page 506 and 507: procedures and other requested equi
Page 509: GEOTECHNICAL INVESTIGATION REPORT o
Page 512 and 513: Geotechnical Investigation South Ri
Page 536 and 537: N Project Site KC ENGINEERING COMPA
Page 538: N Not to Scale Project Site PARTIAL
Page 541 and 542: LOG OF TEST BORING BORING NO.: 1 PR
Page 545: LOG OF TEST BORING BORING NO.: 3 PR
Page 555 and 556: Client: Gasser Foundation Client No
Page 557 and 558: 120 110 100 90 80 70 60 50 40 30 20
Page 559 and 560: Particle Size Distribution Report 1
Page 567: Particle Size Distribution Report 1
Page 577: N KC ENGINEERING COMPANY 865 Cottin
Page 595 and 596: 865 Cotting Lane, Suite A Vacaville
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TEST PIT NO. DEPTH (feet) 10A 0-4
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APPENDIX B - STORMWATER MANAGEMENT
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STORMWATER POND MODIFICATION SOUTH
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APPENDIX C - LEED CHECKLIST NAPA CE
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LEED 2009 New Construction Project
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LEED 2009 New Construction Project
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