specs

More documents

Recommendations

Info

Sample # Description Dry Density p.c.f. Moisture Content % Liquid Limit Plastic Limit Plastic Index 7-1 @ 3.0’ Brown Sandy Clay (Visual) 76.5 35.7 --- --- --- 7-2 @ 8.0’ Dark Brown Silty Clay 84.5 37.1 --- --- --- (Visual) 7-3 @ 13.0’ Dark Brown Sandy Clay 79.0 39.5 --- --- --- (Visual) 7-4 @ 18.0’ Dark Brown Sandy Clay (Visual) 84.8 35.7 --- --- ---
120 110 100 90 80 70 60 50 40 30 20 10 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 KEY SYMBOL SAMPLE NUMBER Depth NATURAL MOISTURE CONTENT, % PLASTIC LIMIT, PL, % LIQUID LIMIT, LL, % PLASTICITY INDEX, PI, % UNIFIED SOIL CLASSIFICATION SYMBOL 2-3a 23 feet --- 24 28 4 ML 3-3a 13 feet --- 21 32 11 SC 4-1 3 feet 27.1 21 40 19 CL 6-1 3 feet 34.1 26 53 27 CH KC ENGINEERING COMPANY 865 Cotting Lane, Suite A Vacaville, CA 95688 (707) 447-4025 Project No. VV3200 South River Place, Phase 1 (Cinemark) Gasser Drive and Hartle Court Napa, California PLASTICITY CHART AND DATA
Page 1:
PROJECT MANUAL 1807 Ross Avenue Sui
Page 5 and 6:
Napa Century Centter XD 12 - Napa,
Page 7:
Napa Century Center XD 12 - Napa, C
Page 13:
Section 15000 Section 15034 Section
Page 16 and 17:
TABLE OF CONTENTS Page 2 DIVISION 4
Page 19 and 20:
1.01 PROJECT NAPA CENTURY CENTER XD
Page 21:
E. See also Section 01600 paragraph
Page 25 and 26:
BID FORM FROM: ____________________
Page 27 and 28:
Document 00300 Page 3 CONTRACTOR: T
Page 29 and 30:
Document 00300 Page 5 Start plumbin
Page 31:
BID GUARANTEE Document 00300 Page 7
Page 35:
SECTION 00700 GENERAL CONDITIONS PA
Page 38 and 39:
Document 00800 Page 2 “Contractor
Page 40 and 41:
Document 00800 Page 4 3.18.1 In the
Page 42 and 43:
Document 00800 Page 6 7.4 In the fi
Page 44 and 45:
Document 00800 Page 8 Add Paragraph
Page 46 and 47:
A. Workers Compensation Insurance i
Page 48 and 49:
Document 00800 Page 12 Contractor i
Page 50 and 51:
Document 00800 Page 14 B. Commercia
Page 52 and 53:
Document 00800 Page 16 13.8 NO THIR
Page 54 and 55:
Document 00800 Page 18 EXHIBIT "C'
Page 56 and 57:
Document 00800 Page 20 EXHIBIT "C"
Page 58 and 59:
e. Training for Contractor personne
Page 60 and 61:
Section 01020 Page 2 1.05 ADJUSTMEN
Page 62 and 63:
Section 01340 Page 2 F. Notify Arch
Page 64 and 65:
Section 01340 Page 4 50. Painting 5
Page 66 and 67:
Appendix B REGIONALLY MANUFACTURED
Page 68 and 69:
Appendix D CERTIFIED WOOD INFORMATI
Page 70 and 71:
PART 3 EXECUTION Section 01351 Page
Page 72 and 73:
NAPA CENTURY CENTER XD 12 #165582 S
Page 74 and 75:
Section 01352 Page 2 a. Identify po
Page 76 and 77:
Section 01352 Page 4 Appendix A SAM
Page 79 and 80:
PART 1 - GENERAL SECTION 01410 TEST
Page 81 and 82:
PART 1 - GENERAL SECTION 01500 CONS
Page 83 and 84:
PART 1 - GENERAL SECTION 01600 MATE
Page 85 and 86:
Section 01600 Page 3 PROJECT: CENTU
Page 87 and 88:
PART 1 - GENERAL 1.01 REQUIREMENTS
Page 89:
PART 1 - GENERAL 1.01 RELATED WORK
Page 92 and 93:
Section 01730 Page 2 1.07 MANUAL FO
Page 94 and 95:
1.05 SUBMITTALS REQUIRED A. Submit
Page 97 and 98:
Section 01810 Page 1 SECTION 01810
Page 99 and 100:
Page 101 and 102:
Section 01811 Page 3 P. Perform fie
Page 103:
END OF SECTION Section 01811 Page 5
Page 106 and 107:
Section 02200 Page 2 G. Erect batte
Page 108 and 109:
Section 02200 Page 4 I. Place engin
Page 111 and 112:
SECTION 02362 TERMITE CONTROL PART
Page 113 and 114:
SECTION 02351 CONCRETE FOOTINGS PAR
Page 115 and 116:
SECTION 02810 PLANTING IRRIGATION P
Page 117:
3. Micro-sprinklers. 4. Bubbler-sty
Page 120 and 121:
Page 122 and 123:
Section 02825 Page 4 3.06 PROTECTIO
Page 124 and 125:
Section 02810 Page 2 4. Agenda: a.
Page 126 and 127:
2.6 SOIL CONDITIONERS Section 02810
Page 129 and 130:
SECTION 03100 STRUCTURAL CONCRETE F
Page 131 and 132:
2.08. MANUFACTURED UNITS A. Round c
Page 133 and 134:
SECTION 03200 CONCRETE REINFORCING
Page 135:
3.02. PLACEMENT Section 03200 Page
Page 138 and 139:
Section 03250 Page 2 D. Local / Reg
Page 141 and 142:
SECTION 03300 STRUCTURAL CONCRETE P
Page 143 and 144:
PART 2 - PRODUCTS Section 03300 Pag
Page 145 and 146:
Section 03300 Page 5 D. Documentati
Page 147 and 148:
Section 03300 Page 7 mixing water a
Page 149:
Section 03300 Page 9 truck during p
Page 152 and 153:
Section 03411 Page 2 Accepted sampl
Page 155 and 156:
SECTION 03600 GROUTING STEEL BASE P
Page 157 and 158:
Page 159:
Section 04100 Page 3 D. Provide mat
Page 162 and 163:
Section 04210 Page 2 d. Product Com
Page 164 and 165:
Section 04210 Page 4 B. Lay only dr
Page 166 and 167:
Section 04210 Page 6 A. Contractor
Page 168 and 169:
2. Steel Structures Painting Manual
Page 170 and 171:
Section 05100 Page 4 C. Provide pro
Page 172 and 173:
Section 05100 Page 6 (1) In accorda
Page 175 and 176:
SECTION 05200 STEEL JOISTS PART 1 -
Page 177:
PART 3 - EXECUTION Section 05200 Pa
Page 180 and 181:
Section 05300 Page 2 product during
Page 183 and 184:
SECTION 05320 METAL FLOOR DECK PART
Page 185 and 186:
SECTION 05330 COMPOSITE METAL FLOOR
Page 187 and 188:
Section 05330 Page 3 A. Composite M
Page 189 and 190:
PART 1 - GENERAL NAPA CENTURY CENTE
Page 191:
Section 05400 Page 3 F. Protective
Page 194 and 195:
Section 05500 Page 2 I. Bilco: LU-1
Page 197 and 198:
PART 1 - GENERAL SECTION 05510 STEE
Page 199:
Section 05510 Page 3 H. Dimensions
Page 202 and 203:
Section 05520 Page 2 PART 2 - PRODU
Page 205 and 206:
PART 1 - GENERAL SECTION 05721 PRE-
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
Page 217 and 218:
Page 219 and 220:
PART 1 - GENERAL SECTION 07110 MEMB
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
Page 231:
Section 07420 Page 3 2.04 FABRICATI
Page 234 and 235:
Section 07535 Page 2 will be requir
Page 236 and 237:
Section 07535 Page 4 C. The roofing
Page 239 and 240:
Page 241 and 242:
Section 07610 Page 3 B. PANEL DESIG
Page 243 and 244:
PART 1 - GENERAL SECTION 07620 SHEE
Page 245 and 246:
A PART 1 - GENERAL SECTION 07920 SE
Page 247:
D. Test adhesion to materials in th
Page 250 and 251:
Section 08100 Page 2 PART 3 - EXECU
Page 253 and 254:
Page 255:
Section 08212 Page 3 C. Accessories
Page 258 and 259:
A. Schedule deliveries to avoid del
Page 260 and 261:
2.03 FINISH HARDWARE SCHEDULE Furni
Page 262 and 263:
Section 08625 Page 2 4. Interior Fl
Page 264 and 265:
Section 08625 Page 4 years, or afte
Page 267 and 268:
PART 1 - GENERAL 1.01 SCOPE A. Prov
Page 269 and 270:
Page 271:
Section 08710 Page 5 17B Storefront
Page 274 and 275:
B. Perform glazing on dry surfaces
Page 277 and 278:
SECTION 08920 GLAZED ALUMINUM CURTA
Page 279 and 280:
Section 08920 Page 3 1.05 QUALITY A
Page 281 and 282:
PART 1- GENERAL SECTION 09220 LATH
Page 283 and 284:
O. Strip Mesh: Expanded galvanized
Page 285 and 286:
Section 09220 Page 5 7. Do plasteri
Page 287 and 288:
PART 1 - GENERAL SECTION 09250 GYPS
Page 289 and 290:
Section 09250 Page 3 2. Erect studs
Page 291 and 292:
Page 293:
Section 09310 Page 3 4. Method #4 (
Page 296 and 297:
Section 09510 Page 2 C. Deliver mat
Page 299 and 300:
PART 1 - GENERAL SECTION 09650 RESI
Page 301:
Section 09650 Page 3 B. Provide 6%
Page 304 and 305:
Section 09680 Page 2 A. Inspect the
Page 306 and 307:
Section 09800 Page 2 A. Protect adj
Page 308 and 309:
Section 09800 Page 4 3.04 CLEANING
Page 310 and 311:
Page 313 and 314:
Page 315:
Section 09950 Page 3 6. Ribs run ve
Page 318 and 319:
Page 320 and 321:
Section 09960 Page 4 D. Ferrous Met
Page 322 and 323:
Section 09960 Page 6 Coat 1: Coat 2
Page 324 and 325:
NAPA CENTURY CENTER XD 12 #165582
Page 326 and 327:
Section 10150 Page 2 1. Toilet for
Page 328 and 329:
Section 10200 Page 2 B. Shop Drawin
Page 330 and 331:
3.03 PROTECTION A. Protect installe
Page 332 and 333:
C. Attach securely using black pan
Page 334 and 335:
NAPA CENTURY CENTER XD 12 #165582
Page 336 and 337:
Section 10800 Page 2 H. Soap Dispen
Page 338 and 339:
Section 11201 Page 2 a. Landscaping
Page 340 and 341:
Section 11201 Page 4 PART 3 - EXECU
Page 342 and 343:
Section 11202 Page 2 3. Review cond
Page 345 and 346:
PART 1 - GENERAL SECTION 11400 CONC
Page 347:
2.03 ITEMIZED LIST OF EQUIPMENT A.
Page 350 and 351:
Section 12484 Page 2 1.05 QUALITY A
Page 353 and 354:
Page 355 and 356:
Section 12494 Page 3 1. Hem Pockets
Page 357 and 358:
Section 12494 Page 5 maintenance fr
Page 359 and 360:
Section 12494 Page 7 PART 3 EXECUTI
Page 361 and 362:
PART 1 GENERAL SECTION 13600 PV ELE
Page 363 and 364:
PART 1 - GENERAL SECTION 14240 HYDR
Page 365 and 366:
Section 14240 Page 3 5. Elevator Ma
Page 367 and 368:
Section 14240 Page 5 B. Cab Interio
Page 369 and 370:
Section 14240 Page 7 G. Emergency P
Page 371:
Section 14240 Page 9 A. General Con
Page 374 and 375:
J. When drawing revisions are issue
Page 376 and 377:
dates in accordance with the Genera
Page 378 and 379:
F. Starters: All starters shall be
Page 380 and 381:
A. Exterior surfaces of pipes, duct
Page 383 and 384:
SECTION 15034 HVAC TESTING AND BALA
Page 385:
satisfaction of the Architect and t
Page 388 and 389:
1.07 COORDINATION WITH OTHER WORK A
Page 390 and 391:
iron bodies for 125 lbs. WWP, all b
Page 392 and 393:
2.08 SIGNS A. Approved enameled met
Page 395 and 396:
SECTION 15400 PLUMBING PART 1 - GEN
Page 397 and 398:
C. Piping shall not penetrate demis
Page 399 and 400:
shall be responsible for structural
Page 401 and 402:
2.19 DRAINS: Refer to schedule on d
Page 403 and 404:
introduced into each line or stack.
Page 405 and 406:
SECTION 15500 HEATING, VENTILATING
Page 407 and 408:
E. Sealants within the building env
Page 409 and 410:
G. External duct insulation shall b
Page 411 and 412:
not acceptable. 5. Bearings shall b
Page 413 and 414:
2.15 START-UP OF OWNER FURNISHED IC
Page 415:
END OF SECTION Cinemark 15500 - 11
Page 418 and 419:
for further details on start-up pla
Page 420 and 421:
Temperature Controls Plumbing Recla
Page 423 and 424:
SECTION 16000 GENERAL CONDITIONS FO
Page 425 and 426:
fees required; he shall also obtain
Page 427 and 428:
. Materials of Construction c. Gage
Page 429 and 430:
A. When the Engineer has reviewed e
Page 431 and 432:
A. All necessary cutting and patchi
Page 433 and 434:
SECTION 16050 BASIC ELECTRICAL MATE
Page 435 and 436:
6. Breakers shall be bolt-on. 7. Ea
Page 437 and 438:
D. At the completion of the project
Page 439 and 440:
F. Where connection is made to any
Page 441 and 442:
C. For areas designated by Architec
Page 443 and 444:
S. The contractor shall furnish the
Page 445:
maximum time delay shall be one (1)
Page 448 and 449:
CEC California Electrical Code 1.04
Page 450 and 451:
. Calpico, Inc. c. Metraflex Co. d.
Page 452 and 453:
3.04 FIRESTOPPING A. Apply firestop
Page 455 and 456:
SECTION 16060 SITE GROUNDING AND BO
Page 457 and 458:
E. Underground Conductors: Bare, ti
Page 459 and 460:
1. Drive ground rods until tops are
Page 461:
. Equipment Rated More Than 1000 kV
Page 464 and 465:
B. Comply with 29 CFR 1910.145. 1.0
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
Page 477 and 478:
1. Alflex Inc. 2. Electri-Flex Co.
Page 479 and 480:
10. Thomas & Betts Corporation. 11.
Page 481 and 482:
1. Install concealed raceways with
Page 483 and 484:
SECTION 16140 SITE WIRING DEVICES P
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
Page 491:
. The detectors shall be designed t
Page 494 and 495:
1. Dimensioned plans, elevations, s
Page 496 and 497:
2.02 MANUFACTURED UNITS A. Enclosur
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 555: Client: Gasser Foundation Client No
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
Page 597: TEST PIT NO. DEPTH (feet) 10A 0-4
Page 633:
APPENDIX B - STORMWATER MANAGEMENT
Page 636 and 637:
STORMWATER POND MODIFICATION SOUTH
Page 638 and 639:
Page 640 and 641:
Page 642 and 643:
Page 644 and 645:
Page 647:
APPENDIX C - LEED CHECKLIST NAPA CE
Page 650 and 651:
LEED 2009 New Construction Project
Page 652:
LEED 2009 New Construction Project
show all

specs

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?