Complete Compiled Specification.pdf - Peck Ormsby Construction

More documents

Recommendations

Info

A. Excavated areas associated with the removal of all substructures should be backfilled with a wellgraded granular material having a maximum size of 2 inches and not more than 15 percent passing a #200 sieve. All earth materials placed in excavated areas should be placed in maximum eight inch loose lifts and densified to an in-place unit weight equal to 95% of the Maximum Laboratory Density as determined by ASTM D 1557-78. 1. Refer to Division 2 Section “Earth Moving” for placement and compaction requirements. END OF SECTION 02050 SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION MARCH 2, 2009 DEMOLITION 02050 - 3
SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION MARCH 2, 2009 DEMOLITION 02050 - 4
Page 1 and 2:
SL&A ARCHITECTS A R C H I T E C T U
Page 3 and 4:
DIVISION 4 - MASONRY Section 04200
Page 5 and 6:
Section 16740 - Telephone and Data
Page 8 and 9:
SECTION 00010 - NOTICE TO SUBCONTRA
Page 10 and 11:
SECTION 00100 - INSTRUCTIONS TO BID
Page 12 and 13:
A. Prior to signing the contract, t
Page 14 and 15:
SECTION 00300 - BID FORM TO: Peck O
Page 16 and 17:
SECTION 00350 - FORMS PART 1 - GENE
Page 18 and 19:
Utah State Tax Commission Exemption
Page 20 and 21:
SECTION 00500 - PROJECT SCHEDULES P
Page 22 and 23:
28. Temporary Field Office, Storage
Page 24 and 25:
SECTION 00700 - GENERAL CONDITIONS
Page 26 and 27:
SUPPLEMENTARY GENERAL CONDITIONS Th
Page 28 and 29:
Irrespective of the requirements as
Page 30:
DIVISION 1 - GENERAL REQUIREMENTS S
Page 33 and 34:
to this project, unless a higher st
Page 35 and 36:
B. Alternate No. 2 - 80 Mil Single-
Page 37 and 38:
substantiate quantities. 3. Indicat
Page 39 and 40:
A. General: Limitations on usage as
Page 41 and 42:
SEGO LILY ELEMENTARY SCHOOL CLASSRO
Page 43 and 44:
Page 45 and 46:
END OF SECTION 4. Copies of Standar
Page 47 and 48:
including related specification sec
Page 49 and 50:
Page 51 and 52:
e. Name of supplier. f. Change Orde
Page 53 and 54:
coincide with submittal of the fina
Page 55 and 56:
affected by decisions or actions re
Page 57 and 58:
transmit submittals to the Architec
Page 59 and 60:
1.06 SHOP DRAWINGS 10. Change order
Page 61 and 62:
PART 2 - PRODUCTS (Not Applicable)
Page 63 and 64:
2.01 PAYMENT FOR TESTING SERVICES A
Page 65 and 66:
1.08 WATER beyond the contract limi
Page 67 and 68:
A. Prior to final inspection and co
Page 69 and 70:
! ! SEGO LILY ELEMENTARY SCHOOL CLA
Page 71 and 72:
A. Operational Elements: Do not cut
Page 73 and 74:
Page 75 and 76:
D. Owner’s Recourse: Written warr
Page 77 and 78:
B. List of Systems and Subsystems:
Page 79 and 80:
2.04 PRODUCTS MAINTENANCE MANUAL A.
Page 81 and 82:
E. Drawings: Prepare drawings suppl
Page 84 and 85:
SECTION 02001 GENERAL SITE CONSTRUC
Page 86 and 87:
SECTION 02002 - SITE CLEARING PART
Page 88 and 89:
2.2 TEMPORARY EROSION AND SEDIMENTA
Page 90 and 91:
2.7 SITE IMPROVEMENTS A. Remove exi
Page 92 and 93:
SECTION 02003 - EARTH MOVING PART 1
Page 94 and 95:
2. Bulk Excavation: Late-model, tra
Page 96 and 97:
J. Sand: ASTM C 33; fine aggregate,
Page 98 and 99:
prices included in the Contract Doc
Page 100 and 101:
concrete fill, with 28-day compress
Page 102 and 103:
C. Compact soil materials to not le
Page 104 and 105:
3.20 PROTECTION A. Protecting Grade
Page 106 and 107:
SECTION 02004 - EXCAVATION SUPPORT
Page 108 and 109:
SECTION 02005 - ASPHALT PAVING PART
Page 110 and 111:
B. Store pavement-marking materials
Page 112 and 113:
2.4 MIXES A. Hot-Mix Asphalt: Dense
Page 114 and 115:
3.4 SURFACE PREPARATION A. General:
Page 116 and 117:
I. Erect barricades to protect pavi
Page 118 and 119:
SECTION 02006 - CONCRETE PAVING PAR
Page 120 and 121:
6. Approved mockups may become part
Page 122 and 123:
1. Aggregate Sizes: 3/4 to 1 inch n
Page 124 and 125:
C. Add air-entraining admixture at
Page 126 and 127:
3.5 JOINTS D. Install welded wire r
Page 128 and 129: 1. Remove and replace concrete that
Page 130 and 131: 2. Uniformly distribute approximate
Page 132 and 133: 1. Spread glass beads uniformly int
Page 134 and 135: SECTION 02007- SITE SIGNAGE PART 1
Page 136 and 137: C. Anchor sign panels securely to s
Page 138 and 139: SECTION 02008 - WATER UTILITY PIPIN
Page 140 and 141: thick. Provide blue tape with black
Page 142 and 143: PART 3 - EXECUTION 3.1 Examination:
Page 144 and 145: 3.8 PIPE JOINT CONSTRUCTION A. Basi
Page 146 and 147: SECTION 02009 - STORM UTILITY DRAIN
Page 148 and 149: 2.3 HUBLESS CAST-IRON SOIL PIPE AND
Page 150 and 151: 2.8 MANHOLES A. Standard Precast Co
Page 152 and 153: 5. Adjusting Rings: Interlocking ri
Page 154 and 155: B. PE Sheeting: ASTM D 4397, with a
Page 156 and 157: 37. NPS 18 to NPS 36 (DN 450 to DN
Page 158 and 159: 1. Join hub-and-spigot, cast-iron s
Page 160 and 161: 3.9 CATCH BASIN INSTALLATION A. Con
Page 162 and 163: a. Alignment: Less than full diamet
Page 164 and 165: SECTION 02010 - SUBDRAINAGE PART 1
Page 166 and 167: 1. Gaskets: ASTM C 564, rubber, of
Page 168 and 169: 3. Filter Fabric: Nonwoven, PP geot
Page 170 and 171: 2. Type VI, 1.8-lb/cu. ft. (29-kg/c
Page 172 and 173: 3.5 LANDSCAPING DRAINAGE INSTALLATI
Page 174 and 175: Set top of cleanout flush with grad
Page 176 and 177: SECTION 02050 - SELECTIVE DEMOLITIO
Page 180 and 181: SECTION 02270 EROSION CONTROL PART
Page 182 and 183: SECTION 02608 -SANITARY SEWERAGE PI
Page 184 and 185: B. Gaskets: ASTM C 564, rubber. C.
Page 186 and 187: 2.9 CLEANOUTS A. Gray-Iron Cleanout
Page 188 and 189: . Unshielded, increaser/reducer-pat
Page 190 and 191: 1. Use light-duty, top-loading clas
Page 192 and 193: B. Test new piping systems, and par
Page 194 and 195: SECTION 02630 PIPING, VALVES, GATES
Page 196 and 197: having a mechanical push-on, or sim
Page 198 and 199: diameter shall be Class 54, minimum
Page 200 and 201: PART 18 FLEXIBLE FITTINGS A. Flexib
Page 202 and 203: PART 24 LEAKAGE TEST leaks repaired
Page 204 and 205: 1. Unions shall be railroad type wi
Page 206 and 207: 2. Before coating, pipe surface sha
Page 208 and 209: through 12-inch diameter shall meet
Page 210 and 211: elbows 3 inches in size or larger m
Page 212 and 213: END OF SECTION 02630 SEGO LILY ELEM
Page 214 and 215: SECTION 02668 - FIRE WATER SYSTEM P
Page 216 and 217: F. Cast-Iron Washers: Gray-iron, AS
Page 218 and 219: SECTION 02810 - UNDERGROUND IRRIGAT
Page 220 and 221: 3) The Contractor shall make neat a
Page 222 and 223: PHONE: DATE OF ACCEPTANCE: IRRIGATI
Page 224 and 225: 4) All splices shall be made with S
Page 226 and 227: 4) If settlement occurs and necessi
Page 228 and 229:
A. Adjustment of the System: 1) The
Page 230 and 231:
SECTION 02830 - FENCES AND GATES PA
Page 232 and 233:
SECTION 02900 - LANDSCAPING GENERAL
Page 234 and 235:
stipulate when and how said varianc
Page 236 and 237:
4) All plants shall be true to name
Page 238 and 239:
planting. F. Immediately after plan
Page 240 and 241:
B. The Contractor shall, within ten
Page 242:
DIVISION 3 - CONCRETE Section 03300
Page 245 and 246:
D. Test Patch Area: Contractor shal
Page 247 and 248:
a. "Pozzolith R" Master Builders b.
Page 249 and 250:
D. Use air-entraining admixture in
Page 251 and 252:
3. Locate construction joints not s
Page 253 and 254:
A. Rough Form Finish: For formed su
Page 255 and 256:
flat surfaces, by application of ap
Page 257 and 258:
H. Perform structural repairs with
Page 259 and 260:
Page 262 and 263:
SECTION 04200 - UNIT MASONRY PART 1
Page 264 and 265:
2.03 CONCRETE MASONRY UNITS (CMU) 1
Page 266 and 267:
mortar and grout materials, maintai
Page 268 and 269:
3.07 CURING A. Provide thorough cur
Page 270:
DIVISION 5 - METALS Section 05120 -
Page 273 and 274:
B. Qualifications for Welding Work:
Page 275 and 276:
2.04 SHOP PAINTING A. Shop paint st
Page 277 and 278:
F. Shop-Bolted Connections: Inspect
Page 279 and 280:
1.06 QUALIFICATIONS A. The fabricat
Page 281 and 282:
END OF SECTION Paint field-applied
Page 283 and 284:
PART 2 - PRODUCTS 2.01 MATERIALS to
Page 285 and 286:
K. Touch-Up Painting: After decking
Page 287 and 288:
B. Store sheathing level and protec
Page 289 and 290:
1. Type S-12, bugle head, self-tapp
Page 291 and 292:
END OF SECTION b. Skim coat surface
Page 293 and 294:
nondestructive procedure, deficient
Page 295 and 296:
G. Form exposed connections with ha
Page 297 and 298:
3.02 WELDING A. Where welded connec
Page 299 and 300:
Page 301 and 302:
B. Store materials in original cont
Page 303 and 304:
D. Aluminum compression seal with f
Page 306 and 307:
SECTION 06100 - ROUGH CARPENTRY PAR
Page 308 and 309:
equipment curbs and support bases,
Page 310 and 311:
3.02 WOOD GROUNDS, NAILERS, BLOCKIN
Page 312 and 313:
SECTION 06402 - INTERIOR ARCHITECTU
Page 314 and 315:
4. Other Exposed Surfaces: Faces of
Page 316 and 317:
2. Chain bolts are 3" long, and hav
Page 318 and 319:
A. All nominal 1" thick laminate cl
Page 320:
DIVISION 7 - THERMAL AND MOISTURE P
Page 323 and 324:
1. Owens-Corning 2. Johns Manville
Page 325 and 326:
Page 327 and 328:
2.02 MATERIALS A. Primer/Adhesive:
Page 329 and 330:
Page 331 and 332:
1. Submit documentation, including
Page 333 and 334:
I. Solvent-Release-Curing Intumesce
Page 335 and 336:
B. Install fill materials for throu
Page 337 and 338:
PART 3 - EXECUTION 3.01 INSPECTION
Page 339 and 340:
2.02 FINISH C. Accessories: 1. Prov
Page 341 and 342:
(1) All costs resulting from modifi
Page 343 and 344:
a. When tested in accordance with A
Page 345 and 346:
B. Aluminum Extrusions: 1. Perimete
Page 347 and 348:
END OF SECTION ____________________
Page 349 and 350:
1.05 SUBMITTALS system and that are
Page 351 and 352:
C. Protect roof insulation material
Page 353 and 354:
1. Thickness: As required to provid
Page 355 and 356:
Stagger joints from joints in insul
Page 357 and 358:
adequacy of adhesion or embedment b
Page 359 and 360:
effect unless the contractor notifi
Page 361 and 362:
Products Qualified Product List" fo
Page 363 and 364:
25 year successful track record. 1.
Page 365 and 366:
3.4 MECHANICALLY FASTENED MEMBRANE
Page 367 and 368:
Page 369 and 370:
2.02 FINISH E. Solder: Grade A, AST
Page 371 and 372:
Page 373 and 374:
3.03 ERECTION A. Erect in strict ac
Page 375 and 376:
1. Certification by joint sealant m
Page 377 and 378:
1. Traffic a. Sika 2C S/L: Sika Cor
Page 379 and 380:
1. Remove all foreign material from
Page 381 and 382:
Page 384 and 385:
SECTION 08100 - HOLLOW METAL DOORS
Page 386 and 387:
3.02 WORKMANSHIP A. All work shall
Page 388 and 389:
SECTION 08200 - WOOD DOORS PART 1 -
Page 390 and 391:
Division 1500-S-4 - Finish System S
Page 392 and 393:
SECTION 08305 - ACCESS DOORS PART 1
Page 394 and 395:
3.01 PREPARATION A. Advise Installe
Page 396 and 397:
SECTION 08400 - ALUMINUM ENTRANCES
Page 398 and 399:
A General: Comply with NAAMM “Met
Page 400 and 401:
SECTION 08700 - FINISH HARDWARE PAR
Page 402 and 403:
2.03 MATERIALS A. Special Tools: 1.
Page 404 and 405:
SET #AL-2 Doors: V02A 2 Continuous
Page 406 and 407:
SET #04 SET #05 SET #06 SET #07 SET
Page 408 and 409:
SET #14 SET #15 3 Door Silencers S1
Page 410 and 411:
SECTION 08800 - GLASS AND GLAZING P
Page 412 and 413:
A. Available Manufacturers: Subject
Page 414 and 415:
C. Examine glass surfaces adjacent
Page 416 and 417:
SECTION 08950 - INSULATED TRANSLUCE
Page 418 and 419:
1.06 PROJECT CONDITIONS A. Field Me
Page 420 and 421:
and mullions shall not exceed 4 for
Page 422:
DIVISION 9 - FINISHES Section 09250
Page 425 and 426:
c. Gold Bond Building Products Div.
Page 427 and 428:
1. Comply with installation instruc
Page 429 and 430:
Page 431 and 432:
108 Series), and the “Tile Handbo
Page 433 and 434:
B. Porcelain Floor Tile (FT-6): 1.
Page 435 and 436:
E. Penetrating Sealer: Non-yellowin
Page 437 and 438:
C. Back Buttering: For installation
Page 439 and 440:
Page 441 and 442:
A. Deliver acoustical ceiling units
Page 443 and 444:
A. Coordination: Furnish layouts fo
Page 445 and 446:
Page 447 and 448:
B. Install resilient flooring and a
Page 449 and 450:
D. Maintain reference markers, hole
Page 451 and 452:
Page 453 and 454:
PART 2 - PRODUCTS 2.01 MANUFACTURER
Page 455 and 456:
flanges of obstructions. Extend car
Page 457 and 458:
I. Operating Parts: Unless otherwis
Page 459 and 460:
F. Lead content in pigment, if any,
Page 461 and 462:
A. General: Apply paint in accordan
Page 463 and 464:
B. Wall and Ceiling Paint Color: SW
Page 466 and 467:
SECTION 10100 - VISUAL DISPLAY BOAR
Page 468 and 469:
1. P3 ceramicsteel markerboard with
Page 470 and 471:
SECTION 10170 - SOLID PHENOLIC PLAS
Page 472 and 473:
a. Color and pattern as selected by
Page 474 and 475:
SECTION 10350 - FLAGPOLES PART 1 -
Page 476 and 477:
E. Halyard Flag Snaps: Provide two
Page 478 and 479:
SECTION 10425 - SIGNAGE PART 1 GENE
Page 480 and 481:
E. Anchors and Inserts: Use nonferr
Page 482 and 483:
L / Principal 8” x 8” 1 PRINCIP
Page 484 and 485:
SECTION 10520 - FIRE EXTINGUISHERS,
Page 486 and 487:
SECTION 10800 - TOILET AND BATH ACC
Page 488 and 489:
D. Framed Mirror Units, General: Fa
Page 490:
DIVISION 11 - EQUIPMENT Section 111
Page 493 and 494:
PART 3 - EXECUTION 3.01 INSTALLATIO
Page 495 and 496:
1.05 DELIVERY A. Deliver appliances
Page 497 and 498:
SHELLEY ELEMENTARY SCHOOL CLASSROOM
Page 500 and 501:
Section 12492 - 2” Horizontal Alu
Page 502 and 503:
2.03 FABRICATION 5. Lifting Mechani
Page 504 and 505:
SECTION 12670 - ENTRANCE MATS PART
Page 506 and 507:
SECTION 15010 - GENERAL PROVISIONS
Page 508 and 509:
e corrected. No waiver of responsib
Page 510 and 511:
changes in direction. It shall be e
Page 512 and 513:
Provide six (6) corrected copies of
Page 514 and 515:
shall turn over to the Owner this c
Page 516:
The contractor shall comply with al
Page 519 and 520:
6. Safety controls, safety valves,
Page 522 and 523:
SECTION 15042 - TESTING PART 1.00 -
Page 524 and 525:
SECTION 15043 - BALANCING PART 1.00
Page 526 and 527:
perforated panels in the computer r
Page 528:
Instrumentation List: A list of ins
Page 531 and 532:
eams. These conditions are to be an
Page 533 and 534:
Copper Piping in Domestic Water Ser
Page 535 and 536:
lugs, and self-contained, pressure-
Page 537 and 538:
HANGERS AND SUPPORTS: General: All
Page 539 and 540:
NOTE: Valves 4" and smaller shall b
Page 541 and 542:
PIPE SPECIALTIES FOR GROOVED END PI
Page 543 and 544:
PRESSURE GAUGES: General: Provide p
Page 545 and 546:
Starters shall be two-speed type or
Page 547 and 548:
mechanical equipment. Shop drawings
Page 549 and 550:
seismic restraints have been instal
Page 551 and 552:
epresentative for approval prior to
Page 553 and 554:
mechanical contractor shall be left
Page 555 and 556:
alance, and operation. If valves ar
Page 557 and 558:
emain straight against strains tend
Page 559 and 560:
Fine crocus cloth or fitting brushe
Page 561 and 562:
Portable Flow Meter Connections: In
Page 563 and 564:
MINIMUM PIPE INSULATION INSULATION
Page 565 and 566:
Insulation on all cold surfaces whe
Page 568 and 569:
SECTION 15400 - PLUMBING PART 1.00
Page 570 and 571:
expense. The fixtures shall be all
Page 572 and 573:
sump receiver, and cast iron dome.
Page 574 and 575:
1. Supply pipe extending from wall
Page 576 and 577:
Basic Requirements: Install pipe sl
Page 578:
Downfeed Hot Water Supply: Each dow
Page 581 and 582:
Work Included Elsewhere: Undergroun
Page 583 and 584:
Hose valves off standpipes shall be
Page 585 and 586:
No piping or valve assemblies shall
Page 587 and 588:
Mode of Operation Boiler shall incl
Page 589 and 590:
___________________________________
Page 591 and 592:
___________________________________
Page 593 and 594:
AIR HANDLING UNIT: (AHU-1) Part 1
Page 595 and 596:
___________________________________
Page 597 and 598:
h. Door-mounted Line Start and Line
Page 599 and 600:
___________________________________
Page 601 and 602:
___________________________________
Page 603 and 604:
___________________________________
Page 605 and 606:
AIR SEPARATORS: Type: Provide air s
Page 607 and 608:
PROTECTION AGAINST THE ELEMENTS: Th
Page 609 and 610:
Approved sealer equal to "Hard Cast
Page 611 and 612:
Duct systems shall have a clearance
Page 613 and 614:
PRE-MANUFACTURED DUCTS: Runouts abo
Page 615 and 616:
Louvers shall be Airolite, Air Bala
Page 617 and 618:
Fan system shall not be operated to
Page 619 and 620:
Furnish and install at locations sh
Page 621 and 622:
INSTALLATION OF DUCTS: All ducts sh
Page 623 and 624:
Supply air ducts operating at press
Page 625 and 626:
1.2 SUBMITTALS A. Product Data - Ma
Page 627 and 628:
A. Manufacturers: All components an
Page 629 and 630:
samples, per input/output point. h.
Page 631 and 632:
following additional control points
Page 633 and 634:
devices. 4. Panel Wiring: Run all w
Page 635 and 636:
air flow. The discharge air tempera
Page 637 and 638:
secondary water differential temper
Page 639 and 640:
4.9 BOlLER ROOM below 100 Deg F. A.
Page 641 and 642:
4.15 GRAPHICS PAGES A. The followin
Page 643 and 644:
Graphic 4 - Equipment Screen SEGO L
Page 645 and 646:
Graphic 6 - Chilled Water Screen SE
Page 647 and 648:
Graphic 8 - Air Handler Screen SEGO
Page 649 and 650:
4.16 DEMONSTRATION A. Completely ch
Page 652:
DIVISION 16 - ELECTRICAL Section 16
Page 655 and 656:
D. Under no conditions are beams, g
Page 657 and 658:
For feeders 601 Amps to 6000 Amps:
Page 659 and 660:
I. All materials and equipment inst
Page 661 and 662:
F. Locations of items shown on the
Page 663 and 664:
connecting. Motor rotations shall b
Page 665 and 666:
3.16 FINAL OBSERVATION: A. Contract
Page 667 and 668:
D. Under no conditions are beams, g
Page 669 and 670:
For feeders 601 Amps to 6000 Amps:
Page 671 and 672:
I. All materials and equipment inst
Page 673 and 674:
F. Locations of items shown on the
Page 675 and 676:
connecting. Motor rotations shall b
Page 677 and 678:
3.16 FINAL OBSERVATION: A. Contract
Page 679 and 680:
deflection exceeding 1/100 of the s
Page 681 and 682:
Page 683 and 684:
PART 3 - EXECUTION 3.1 SPLICES AND
Page 685 and 686:
A. All conduits shall be ! inch min
Page 687 and 688:
U. All conduit leaving building env
Page 689 and 690:
E. Flush floor receptacles to be du
Page 691 and 692:
G. Operating handles shall be mount
Page 693 and 694:
a second ground bus bonded to the p
Page 695 and 696:
B. COMBINATION STARTER/DISCONNECTS
Page 697 and 698:
Page 699 and 700:
1.3 SUBMITTALS: Neutral to Ground 4
Page 701 and 702:
Page 703 and 704:
2.2 MATERIALS: A. Polystyrene lense
Page 705 and 706:
a. Where available as standard prod
Page 707 and 708:
K. Undercabinet and similar fixture
Page 709 and 710:
3.1 INSTALLATION: A. Label all rela
Page 711 and 712:
H. Transformer / latching relay des
Page 713 and 714:
size and weight moves only within o
Page 715 and 716:
PART 3 - EXECUTION 3.1 PERFORMANCE:
Page 717 and 718:
B. Division-16 Basic Materials and
Page 719 and 720:
automatic test reports every 24 hou
Page 721 and 722:
7. Lightning protection shall be a
Page 723 and 724:
A. Thermal detectors shall operate
Page 725 and 726:
3.2 DEVICE LOCATION A. Install smok
Page 727 and 728:
B. Related Sections: The following
Page 729 and 730:
agency must have established busine
Page 731 and 732:
3. One zone for corridor speakers.
Page 733 and 734:
Emergency announcements originating
Page 735 and 736:
E. PROGRAM DISTRIBUTION SYSTEM: 1.
Page 737 and 738:
2.4 WIRING: b. All ceiling-mounted
Page 739 and 740:
talk, and other impairments. Provid
Page 741 and 742:
D. Fasten all equipment securely in
Page 743 and 744:
B. Requests for substitution of oth
Page 745 and 746:
Page 747 and 748:
B. Requests for substitution of oth
Page 749 and 750:
B. Review and coordinate security s
Page 751 and 752:
Page 753 and 754:
1.2 REFERENCES: b. Providing 120V w
Page 755 and 756:
B. Perform no portion of the work r
Page 757 and 758:
guarantee period. Final payment sha
Page 759 and 760:
***All K Type terminations are to u
Page 761 and 762:
PART 3 - EXECUTION 3.1 INSTALLATION
Page 763 and 764:
e. All cables will be separated by
Page 765 and 766:
Page 768 and 769:
APPENDIX A - GEOTECHNICAL REPORT Th
Page 770:
! ! ! ! ! ! ! ! ! ! ! ! ! ! GEOTECH
Page 773 and 774:
! APPENDIX A ! "#$#%#&'!()*! +,-./0
Page 775 and 776:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 777 and 778:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 779 and 780:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 781 and 782:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 783 and 784:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 785 and 786:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 787 and 788:
! APPENDIX A Vicinity Map Site Plan
Page 789 and 790:
B-1 Map provided by SL&A Architects
Page 791 and 792:
PSI Job No.: 710-85060 Project: Pro
Page 793 and 794:
PSI Job No.: 710-85060 Drilling Met
Page 795 and 796:
PSI Job No.: 710-85060 Project: Pro
show all

Complete Compiled Specification.pdf - Peck Ormsby Construction

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

Delete template?

Save as template?