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Geotechnical Investigation South River Place, Gasser Drive, Napa 29 December 2010 ________________________________________________________________________________________________________ APPENDIX C – 2009 INVESTIGATION APPENDIX Site Plan, Figure 2 Logs of Test Borings, Figures 4 through 11 Laboratory Test Results ________________________________________________________________________________________________________ KC ENGINEERING COMPANY Project No. VV3200 Page 4 of 123
Geotechnical Investigation South River Place, Gasser Drive, Napa 29 December 2010 ________________________________________________________________________________________________________ GEOTECHNICAL INVESTIGATION Purpose and Scope The purpose of this geotechnical investigation report for the proposed South River Place Phase 1 development located on Gasser Drive and Hartle Court in Napa, California, was to determine the surface and subsurface soil conditions at the subject site. Based on the results of the investigation, geotechnical criteria were established for the grading of the site, the design of foundations, pavement sections and the construction of other related facilities on the property. In accordance with our proposal dated 11 October 2010, our services included the following tasks: a. A review of available geotechnical and geologic literature concerning the site and vicinity, including the original Geotechnical Investigation Report by our firm dated 12 July 2002 and subsequent investigation by our firm in September 2009; b. Site reconnaissance by our Geotechnical Engineers to observe and map the existing surface conditions; c. Drilling of 7 exploratory borings to depths of 28.5 to 50 feet and sampling of the subsurface soils; d. Laboratory testing of the samples obtained to determine their classification and engineering characteristics; e. Analysis of the data and formulation of conclusions and recommendations; and f. Preparation of this written report. Site Location and Description The subject site consists of two irregular-shaped parcels of land on the west side of Gasser Drive in the City of Napa, California as shown on Figures 1 and 2, Vicinity Map and Aerial Photo in Appendix A. The largest parcel is located northwest of the intersection of Imola Avenue and Gasser Drive. This main parcel is bounded by Gasser Drive on the east, Imola Avenue and retention ponds on the south, a Napa Sanitation District Corporation Yard on the west and Hartle Court (new) on the north. The smaller parcel is located north of Hartle Court (new), between the animal shelter and the transitional housing project. Immediately north of Hartle Court (new) is a fire station, homeless shelter and a transitional housing development which is currently under construction. Hartle Court (old) runs through the middle of the parcel. As part of the transitional housing project, Hartle Court (new) is being extended to connect to the western segment in front of ________________________________________________________________________________________________________ KC ENGINEERING COMPANY Project No. VV3200 Page 5 of 123
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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
Page 461: . Equipment Rated More Than 1000 kV
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Page 466 and 467: C. Fasteners for Labels and Signs:
Page 468 and 469: j. Contactors. k. Remote-controlled
Page 471 and 472: SECTION 16120 SITE CONDUCTORS AND C
Page 473 and 474: PART 3 - EXECUTION 3.01 CONDUCTOR A
Page 475 and 476: SECTION 16130 SITE RACEWAYS AND BOX
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Page 485 and 486: . Pass & Seymour/Legrand; Wiring De
Page 487 and 488: 1. Service Outlet Assembly: Flush t
Page 489 and 490: SECTION 16400 AUXILIARY ELECTRICAL
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Page 494 and 495: 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 514 and 515: 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 555 and 556: Client: Gasser Foundation Client No
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Page 559 and 560: Particle Size Distribution Report 1
Page 561 and 562: Particle Size Distribution Report 1
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Particle Size Distribution Report 1
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N KC ENGINEERING COMPANY 865 Cottin
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LOG OF TEST BORING BORING NO.: 1 PR
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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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