stage coach apartments - pavilion construction coach/20120228... · 013100 project management and...

2/21/12

Stage Coach Apartments 3360 Cerrillos Road Santa Fe, NM 87507

1111 Agua Fria Street Santa Fe, NM 88501

TECHNICAL SPECIFICATIONS

906 1/2 Park Ave SW Albuquerque, NM 87102 505-243-3499 IDA-10-16-P

Stage Coach Apartments

EXHIBIT A SPECIFICATIONS - NOVEMBER 30, 2011, WITH REVISIONS DATED JANUARY 24, 2012

1

INDEX TO TECHNICAL SPECIFICATIONS

General Requirements Subgroup

DIVISION 00 CONTRACT DOCUMENTS 000001 PROJECT DIRECTORY 11/30/11 1 000010 PROJECT MANUAL TABLE OF CONTENTS 11/30/11 4 DIVISION 01 GENERAL REQUIREMENTS 011000 SUMMARY 11/30/11 3 012100 ALLOWANCES 11/30/11 3 012300 ALTERNATES 11/30/11 2 012500 SUBSTITUTION PROCEDURES 11/30/11 4 012600 CONTRACT MODIFICATIONS PROCEDURES 11/30/11 3 012900 PRICE AND PAYMENT PROCEDURES 11/30/11 5 013100 PROJECT MANAGEMENT AND COORDINATION 11/30/11 9 013200 CONSTRUCTION PROGRESS DOCUMENTATION 11/30/11 7 013233 PHOTOGRAPHIC DOCUMENTATION 11/30/11 4 013300 SUBMITTAL PROCEDURES 11/30/11 12 014000 QUALITY REQUIREMENTS 11/30/11 8 014200 REFERENCES 11/30/11 18 015000 TEMPORARY FACILITIES AND CONTROLS 11/30/11 7 016000 PRODUCT REQUIREMENTS 11/30/11 8 017300 EXECUTION 11/30/11 10 017000 CLOSEOUT PROCEDURES 11/30/11 5 017440 WARRANTIES 11/30/11 5 017419 CONSTRUCTION WASTE MANAGEMENT AND 11/30/11 7

DISPOSAL 017823 OPERATION AND MAINTENANCE DATA 11/30/11 8 017839 PROJECT RECORD DOCUMENTS 11/30/11 6 017900 DEMONSTRATION AND TRAINING 11/30/11 5 018113 SUSTAINABLE DESIGN REQUIREMENTS 11/30/11 9 DIVISION 02 EXISTING CONDITIONS 024119 SELECTIVE STRUCTURE DEMOLITION 11/30/11 7 028100 IRRIGATION SYSTEM 11/30/11 14 029300 LANDSCAPING 11/30/11 9

Division Section Title Date Pages



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DIVISION 03 CONCRETE 003200 GEOTECHNICAL DATA 11/30/11 1 003206 ENVIRONMENTAL ASSESSMENT 11/30/11 1 033000 CAST-IN-PLACE CONCRETE 11/30/11 2 035413 GYPSUM CEMENT UNDERLAYMENT 11/30/11 5 DIVISION 04 MASONRY 042200 CONCRETE UNIT MASONRY 11/30/11 11 0481600 CONCRETE UNIT MASONRY ASSEMBLIES 11/30/11 14 DIVISION 05 METALS 055000 METAL FABRICATIONS 11/30/11 14 055100 METAL STAIRS 11/30/11 9 055213 PIPE AND TUBE RAILINGS 11/30/11 10 DIVISION 06 WOOD, PLASTICS AND COMPOSITES 061000 ROUGH CARPENTRY 11/30/11 13 061753 SHOP-FABRICATED WOOD TRUSSES 11/30/11 7 6064023 INTERIOR ARCHITECTURAL WOODWORK 11/30/11 9 DIVISION 07 THERMAL AND MOISTURE PROTECTION 071410 COLD FLUID-APPLIED DECK WATERPROOGING 11/30/11 6 071416 COLD FLUID-APPLIED WATERPROOFING 11/30/11 5 072100 BUILDING INSULATION 11/30/11 5 072500 WEATHER BARRIERS 11/30/11 3 074120 METAL WALL PANELS 11/30/11 11 075423 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING 11/30/11 12 076100 SHEET METAL ROOFING 11/30/11 12 076200 SHEET METAL FLASHING AND TRIM 11/30/11 10 078413 PENETRATION FIRE STOPPING 11/30/11 7 079200 JOINT SEALANTS 11/30/11 10 DIVISION 08 OPENINGS 081113 HOLLOW METAL DOORS AND FRAMES 11/30/11 11 081416 FLUSH WOOD DOORS 11/30/11 4 081433 STILE AND RAIL WOOD DOORS 11/30/11 3 082200 FIBERGLASS DOORS 11/30/11 6 084113 ALUMINUM-FRAFED ENTRANCES AND 11/30/11 11

STOREFRONTS 085113 ALUMINUM WINDOWS 11/30/11 9 085313 VINYL WINDOWS 11/30/11 7 086250 TUBULAR DAYLIGHTING SYSTEM 11/30/11 5



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083613 SECTIONAL OVERHEAD DOORS 11/30/11 5 087100 DOOR HARDWARE 11/30/11 9 088000 GLAZING 11/30/11 13 DIVISION 09 FINISHES 092400 PORTLAND CEMENT PLASTERING 11/30/11 9 092900 GYPSUM BOARD 11/30/11 9 093000 TILING 11/30/11 12 095113 ACOUSTICAL PANEL CEILINGS 11/30/11 5 096513 RESILIENT BASE, STAIR COVERINGS AND 11/30/11 6

ACCESSORIES 096519 RESILIENT FLOORING 11/30/11 6 099123 INTERIOR PAINTING 11/30/11 11 099133 EXTERIOR PAINTING 11/30/11 10 DIVISION 10 SPECIALTIES 101100 VISUAL DISPLAY SURFACES 11/30/11 9 101400 SIGNAGE 11/30/11 8 102600 WALL AND DOOR PROTECTION 11/30/11 6 102800 TOILET, BATH, AND LAUNDRY ACCESSORIES 11/30/11 5 104413 FIRE EXTINGUISHER CABINETS 11/30/11 6 104416 FIRE EXTGUISHERS 11/30/11 4 105500 POSTAL FACILITIES 11/30/11 7 DIVISION 11 EQUIPMENT 113100 RESIDENTIAL APPLIANCES 11/30/11 5 DIVISION 12 FURNISHINGS 122113 HORIZONTAL LOUVER BLINDS 11/30/11 5 123530 RESIDENTIAL CASEWORK 11/30/11 8 129300 SITE FURNISHINGS 11/30/11 7 DIVISION 22 PLUMBING 221113 FACILITY WATER DISTRIBUITION PIPING 11/30/11 19 224100 RESIDENTIAL PLUMBING FIXTURES 11/30/11 19 224216 COMERCIAL SINKS 11/30/11 4 224713 DRINKING FOUNTAINS 11/30/11 3 DIVISION 23 HEATING VENTILATING AND AIR CONDITIONING 230700 HVAC INSULATION 11/30/11 3 230800 COMMISSIONING OF HVAC 11/30/11 5 233100 HVAC DUCTS AND CASING 11/30/11 5



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231123 FACILITY NATURAL GAS PIPING 11/30/11 20 233713 DIFFUSER, REGISTERS, AND GRILLES 11/30/11 4 238126 SPLIT SYSTEM AIR CONDITIONERS 11/30/11 7 238316 PEX PIPING 11/30/11 13 DIVISION 26 ELECTRICAL 260543 UNDERGROUND DUCTS AND RACEWAYS 11/30/11 13 265100 INTERIOR LIGHTING 11/30/11 12 265600 EXTERIOR LIGHTING 11/30/11 6 DIVISION 28 ELECTRONIC SAFETY AND SECURITY 0283100 FIRE DETECTION AND ALARM 11/30/11 15 DIVISION 31 EARTHWORK 311000 SITE CLEARING 11/30/11 6 312000 EARTHWORK 11/30/11 11 313116 TERMITE CONTROL 11/30/11 3 DIVISION 32 EXTERIOR IMPROVEMENTS 207 SUBGRADE PENETRATION 11/30/11 1 303 AGGREGATE BASE COURSE 11/30/11 1 422 PLANT MIX BITUMINOUS PAVEMENT 11/30/11 1 510 PORTLAND CEMEMENT CONCRETE 11/30/11 1 540 REINFORCING STEEL 11/30/11 1 541 GRATES 11/30/11 1 570 CULVERT PIPES 11/30/11 1 608 SIDEWALK 11/30/11 1 609 CURB AND GUTTER 11/30/11 1 623 DROP INLETS 11/30/11 1 321373 CONCRETE PAVING JOINT SEALANTS 11/30/11 4 321723 PAVEMENT MARKINGS 11/30/11 3 DIVISION 33 UTILITIES 330500 COMMON WORK RESULTS FOR UTILITIES 11/30/11 15 END OF TABLE OF CONTENTS


EXHIBIT B DRAWINGS - NOVEMBER 30, 2011, WITH REVISIONS DATED JANUARY 24, 2012

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INDEX TO DRAWINGS

CVR COVER, PROJECT NAME, INDEX TO DRAWINGS, 11/30/11 SITE LOCATION MAP, CONTACT INFORMATION (ARCHITECT,CONSULTANTS, USER/OWNER AGENCIES)

G-1.0 SITE KEY PLAN 11/30/11 G-1.1 ACCESSIBLE MOUNTING HEIGHTS 11/30/11 GA-1.0 SITE ADDRESS PLAN 11/30/11 GE-1.0 BUILDING E DESIGN CRITERIA 11/30/11 GM-1.0 BUILDING M DESIGN CRITERIA 11/30/11 GU-1.0 UNIT DESIGN CRITERIA 11/30/11 C-1.0 TOPOGRAPHIC SURVEY 11/30/11 C-1.1 CIVIL DETAILS 11/30/11 C-1.2 DROP INLET DETAILS 11/30/11 C-1.3 SANITARY SEWER STANDARD CONSTRUCTION 11/30/11

DETAILS C-1.4 SANITARY SEWER STANDARD CONSTRUCTION 11/30/11

DETAILS C-1.5 SANITARY SEWER STANDARD CONSTRUCTION 11/30/11

DETAILS C-1.6 TEMPORARY EROSION & SEDIMENT CONTROL 11/30/11

MEASURES C-1.7 TEMPORARY EROSION & SEDIMENT CONTROL 11/30/11

MEASURES CHECK DAMS C-1.8 TEMPORARY EROSION & SEDIMENT CONTROL 11/30/11

MEASURES SILT FENCE C-1.9 TEMPORARY EROSION & SEDIMENT CONTROL 11/30/11

MEASURES CULVERT & DROP INLET PROTECTION C-1.10 TEMPORARY EROSION & SEDIMENT CONTROL 11/30/11

MEASURES SEDIMENT BASIN, SEDIMENT TRAP & EARTH DIKE

C-1.11 TEMPORARY EROSION & SEDIMENT CONTROL 11/30/11 MEASURES -PIPE SLOPE DRAIN & SURFACE ROUGHENING

C-1.12 TEMPORARY EROSION & SEDIMENT CONTROL 11/30/11 MEASURES OFF SITE TRACKING PREVENTION &

Sheet No. Drawing Title Date



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DIVERSION DIKE C-2.1 TERRAIN MANAGEMENT PLAN NORTH 11/30/11 C-2.2 TERRAIN MANAGEMENT PLAN SOUTH 11/30/11 C-3.1 UTILITY PLAN NORTH 11/30/11 C-3.2 UTILITY PLAN SOUTH 11/30/11 C-4.1 SEWER PLAN AND PROFILE - LINE A 11/30/11 C-4.2 SEWER PLAN AND PROFILE - LINES B & C 11/30/11 L-1.0 OVERALL LANDSCAPE PLAN 11/30/11 L-2.1 PLANTING PLAN BLDG L-M 11/30/11 L-2.2 PLANTING PLAN BLDG F-K 11/30/11 L-2.3 PLANTING PLAN BLDG C-E 11/30/11 L-2.4 PLANTING PLAN BLDG A-B 11/30/11 L-3.1 IRRIGATION PLAN NORTH 11/30/11 L-3.2 IRRIGATION PLAN SOUTH 11/30/11 L-4.0 PLAYGROUND LAYOUT PLAN 11/30/11 L-4.1 PLAY EQUIPMENT DETAILS 11/30/11 L-5.1 LANDSCAPE DETAILS 11/30/11 AS-0.0 EXISTING/DEMO SITE PLAN NORTH 11/30/11 AS-1.0 ARCHITECTURAL SITE PLAN NORTH 11/30/11 AS-1.1 ARCHITECTURAL SITE PLAN SOUTH 11/30/11 AS-2.0 ARCHITECTURAL ENLARGED SITE PLAN 11/30/11 AS-2.1 ARCHITECTURAL ENLARGED SITE PLAN 11/30/11 AS-2.2 ARCHITECTURAL ENLARGED SITE PLAN 11/30/11 AS-2.3 ARCHITECTURAL ENLARGED SITE PLAN 11/30/11 AS-2.4 ARCHITECTURAL ENLARGED SITE PLAN 11/30/11 AS-2.5 ARCHITECTURAL ENLARGED SITE PLAN 11/30/11 AS-2.6 ARCHITECTURAL ENLARGED SITE PLAN 11/30/11 AS-2.7 ARCHITECTURAL ENLARGED SITE PLAN 11/30/11 AS-2.8 ARCHITECTURAL ENLARGED SITE PLAN 11/30/11 AS-2.9 ARCHITECTURAL ENLARGED SITE PLAN 11/30/11 AS-3.0 SOUTH REFUSE ENCLOSURE 11/30/11 AS-3.1 MIDDLE REFUSE ENCLOSURE 11/30/11 AS-3.2 NORTH REFUSE ENCLOSURE 11/30/11 AS-3.3 SHADE STRUCTURE 11/30/11 AS-3.4 WELL HOUSE 11/30/11 AS-3.5 SITE STRUCTURE DETAILS 11/30/11 AS-3.6 NOT USED AS-3.7 SITE STRUCTURE DETAILS 11/30/11 AS-4.0 FENCE & WALL DETAILS 11/30/11 AS-5.0 ACCESSIBLE PARKING DETAILS 11/30/11



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AS-6.0 SITE SIGNAGE 11/30/11 AS-6.1 BUILDING & UNIT SIGNAGE 11/30/11 S-1.0 GEN. STRUCTURAL NOTES, SHEAR WALL SCHED. & 11/30/11

TYPICAL DETAILS S-2.0 FOUNDATION SECTIONS 11/30/11 S-3.0 FRAMING SECTIONS 11/30/11 S-3.1 ROOF FRAMING SECTIONS 11/30/11 A-0.0 ASSEMBLIES 11/30/11 A-3.0 WALL SECTIONS 11/30/11 A-3.1 WALL SECTIONS 11/30/11 A-3.2 WALL SECTIONS 11/30/11 A-3.3 WALL SECTIONS 11/30/11 A-3.4 WALL SECTIONS 11/30/11 A-3.5 WALL SECTIONS 11/30/11 P-5.0 PLUMBING DETAILS 11/30/11 P-5.1 PLUMBING DETAILS 11/30/11 P-6.0 PLUMBING SCHEDULES 11/30/11 M-5.0 MECHANICAL DETAILS 11/30/11 M-6.0 MECHANICAL SCHEDULES 11/30/11 M-6.1 MECHANICAL SCHEDULES 11/30/11 E-0.0 ELECTRICAL GENERAL NOTES 11/30/11 E-3.1 ELECTRICAL SCHEDULES 11/30/11 E-3.2 ELECTRICAL SCHEDULES 11/30/11 E-3.3 ELECTRICAL SCHEDULES 11/30/11 E-3.4 ELECTRICAL SCHEDULES 11/30/11 E-3.5 ELECTRICAL SCHEDULES 11/30/11 E-3.6 ELECTRICAL SCHEDULES 11/30/11 E-3.7 SINGLE LINE DIAGRAMS 11/30/11 ES-1.0 ELECTRICAL SITE PLAN 11/30/11 F-0.0 FIRE GENERAL NOTES 11/30/11 F-5.0 FIRE PROTECTION DETAILS 11/30/11 BUILDING A SA-1.0 FOUNDATION PLAN 11/30/11 SA-1.1 SECOND FLOOR AND LOW ROOF FRAMING PLANS 11/30/11 SA-1.2 HIGH ROOF FRAMING PLAN 11/30/11 AA-1.0 FLOOR PLAN - 1ST FLOOR EAST 11/30/11 AA-1.1 FLOOR PLAN - 1ST FLOOR WEST 11/30/11 AA-1.2 FLOOR PLAN - 2ND FLOOR WEST 11/30/11



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AA-2.0 ELEVATIONS 11/30/11 AA-2.1 ELEVATIONS 11/30/11 AA-3.0 BUILDING SECTION 11/30/11 AA-4.0 SCHEDULES 11/30/11 AA-7.0 ROOF PLAN 11/30/11 AA-7.1 ROOF PLAN 11/30/11 PA-1.0 PLUMBING PLAN 11/30/11 EA-1.0 ELECTRICAL PLANS 11/30/11 FA-1.0 FIRE PROTECTION PLAN 11/30/11 BUILDING B SB-1.0 FOUNDATION PLAN 11/30/11 SB-1.1 FRAMING PLANS 11/30/11 AB-1.0 FLOOR PLAN - 1ST FLOOR EAST 11/30/11 AB-1.1 FLOOR PLAN - 1ST FLOOR WEST 11/30/11 AB-1.2 FLOOR PLAN - 2ND FLOOR EAST 11/30/11 AB-1.3 FLOOR PLAN - 2ND FLOOR WEST 11/30/11 AB-2.0 ELEVATIONS 11/30/11 AB-2.1 ELEVATIONS 11/30/11 AB-3.0 BUILDING SECTION 11/30/11 AB-4.0 SCHEDULES 11/30/11 AB-4.1 SCHEDULES 11/30/11 AB-7.0 ROOF PLAN 11/30/11 AB-7.1 ROOF PLAN 11/30/11 PB-1.0 PLUMBING PLAN 11/30/11 EB-1.0 ELECTRICAL PLANS 11/30/11 FB-1.0 FIRE PROTECTION PLAN 11/30/11 BUILDING C SC-1.0 FOUNDATION PLAN 11/30/11 SC-1.1 FRAMING PLANS 11/30/11 AC-1.0 FLOOR PLAN - 1ST FLOOR EAST 11/30/11 AC-1.1 FLOOR PLAN - 1ST FLOOR WEST 11/30/11 AC-1.2 FLOOR PLAN - 2ND FLOOR EAST 11/30/11 AC-2.0 ELEVATIONS 11/30/11 AC-2.1 ELEVATIONS 11/30/11 AC-3.0 BUILDING SECTION 11/30/11 AC-4.0 SCHEDULES 11/30/11 AC-7.0 ROOF PLAN 11/30/11 AC-7.1 ROOF PLAN 11/30/11 PC-1.0 PLUMBING PLAN 11/30/11 EC-1.0 ELECTRICAL PLANS 11/30/11



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FC-1.0 FIRE PROTECTION PLAN 11/30/11 BUILDING D SD-1.0 FOUNDATION PLAN 11/30/11 SD-1.1 SECOND FLOOR AND LOW ROOF FRAMING PLAN 11/30/11 SD-1.2 HIGH ROOF FRAMING PLAN 11/30/11 AD-1.0 FLOOR PLAN - 1ST FLOOR EAST 11/30/11 AD-1.1 FLOOR PLAN - 1ST FLOOR WEST 11/30/11 AD-1.2 FLOOR PLAN - 2ND FLOOR EAST 11/30/11 AD-1.3 FLOOR PLAN - 2ND FLOOR WEST 11/30/11 AD-2.0 ELEVATIONS 11/30/11 AD-2.1 ELEVATIONS 11/30/11 AD-3.0 BUILDING SECTION 11/30/11 AD-4.0 SCHEDULES 11/30/11 AD-4.1 SCHEDULES 11/30/11 AD-7.0 ROOF PLAN 11/30/11 AD-7.1 ROOF PLAN 11/30/11 PD-1.0 PLUMBING PLAN 11/30/11 ED-1.0 ELECTRICAL PLANS 11/30/11 FD-1.0 FIRE PROTECTION PLAN 11/30/11 BUILDING E SE-1.0 FOUNDATION PLAN AND SECTIONS AND 11/30/11

ROOF FRAMING PLAN SE-1.1 FRAMING SECTIONS 11/30/11 SE-1.2 FRAMING SECTIONS 11/30/11 AE-1.0 FLOOR PLANS 11/30/11 AE-2.0 ELEVATIONS 11/30/11 AE-2.1 ELEVATIONS 11/30/11 AE-3.0 BUILDING SECTION 11/30/11 AE-3.1 WALL SECTIONS 11/30/11 AE-3.2 WALL SECTIONS 11/30/11 AE-3.3 WALL SECTION DETAILS 11/30/11 AE-3.4 WALL SECTION DETAILS 11/30/11 AE-4.0 SCHEDULES / DOOR & WINDOW TYPES 11/30/11 AE-4.1 DOOR & WINDOW DETAILS 11/30/11 AE-5.0 INTERIOR ELEVATIONS 11/30/11 AE-6.0 REFLECTED CEILING PLAN 11/30/11 AE-7.0 ROOF PLAN 11/30/11 PE-1.0 PLUMBING PLAN 11/30/11 PE-1.1 PLUMBING PLAN 11/30/11 ME-1.0 MECHANICAL PLAN 11/30/11



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EE-1.0 ELECTRICAL PLAN 11/30/11 FE-1.0 FIRE PROTECTION PLAN 11/30/11 BUILDING F SF-1.0 FOUNDATION PLAN 11/30/11 SF-1.1 FRAMING PLANS 11/30/11 AF-1.0 FLOOR PLAN - 1ST FLOOR EAST 11/30/11 AF-1.1 FLOOR PLAN - 1ST FLOOR WEST 11/30/11 AF-1.2 FLOOR PLAN - 2ND FLOOR EAST 11/30/11 AF-1.3 FLOOR PLAN - 2ND FLOOR WEST 11/30/11 AF-2.0 ELEVATIONS 11/30/11 AF-2.1 ELEVATIONS 11/30/11 AF-3.0 BUILDING SECTION 11/30/11 AF-4.0 SCHEDULES 11/30/11 AF-7.0 ROOF PLAN 11/30/11 AF-7.1 ROOF PLAN 11/30/11 PF-1.0 PLUMBING PLAN 11/30/11 EF-1.0 ELECTRICAL PLANS 11/30/11 FF-1.0 FIRE PROTECTION PLAN 11/30/11 BUILDING G SG-1.0 STRUCTURAL PLANS 11/30/11 AG-1.0 BUILDING FLOOR PLAN 11/30/11 AG-1.1 BUILDING FLOOR PLAN 11/30/11 AG-2.0 ELEVATIONS 11/30/11 AG-3.0 BUILDING SECTION 11/30/11 AG-4.0 SCHEDULES 11/30/11 AG-7.0 ROOF PLAN 11/30/11 PG-1.0 PLUMBING PLAN 11/30/11 EG-1.0 ELECTRICAL PLANS 11/30/11 FG-1.0 FIRE PROTECTION PLAN 11/30/11 BUILDING H SH-1.0 STRUCTURAL PLANS 11/30/11 AH-1.0 BUILDING FLOOR PLAN 11/30/11 AH-2.0 ELEVATIONS 11/30/11 AH-3.0 BUILDING SECTION 11/30/11 AH-4.0 SCHEDULES 11/30/11 AH-7.0 ROOF PLAN 11/30/11 PH-1.0 PLUMBING PLAN 11/30/11 EH-1.0 ELECTRICAL PLANS 11/30/11 FH-1.0 FIRE PROTECTION PLAN 11/30/11



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BUILDING J SJ-1.0 STRUCTURAL PLANS 11/30/11 AJ-1.0 BUILDING FLOOR PLAN 11/30/11 AJ-2.0 ELEVATIONS 11/30/11 AJ-3.0 BUILDING SECTION 11/30/11 AJ-4.0 SCHEDULES 11/30/11 AJ-7.0 ROOF PLAN 11/30/11 PJ-1.0 PLUMBING PLAN 11/30/11 EJ-1.0 ELECTRICAL PLANS 11/30/11 FJ-1.0 FIRE PROTECTION PLAN 11/30/11 BUILDING K AK-1.0 EXISTING/DEMOLITION FLOOR PLAN 11/30/11 AK-1.1 NEW FLOOR PLAN 11/30/11 AK-2.0 EXISTING/DEMOLITION ELEVATIONS 11/30/11 AK-2.1 NEW ELEVATIONS 11/30/11 AK-4.0 SCHEDULES AND DOOR & WINDOW TYPES 11/30/11 AK-5.0 INTERIOR ELEVATIONS 11/30/11 AK-6.0 REFLECTED CEILING PLAN 11/30/11 AK-7.0 ROOF PLAN 11/30/11 AK-7.1 ROOF PLAN 11/30/11 PK-1.0 PLUMBING PLANS 11/30/11 MK-1.0 MECHANICAL PLANS 11/30/11 EK-1.0 ELECTRICAL PLANS 11/30/11 FK-1.0 FIRE PROTECTION PLAN 11/30/11 BUILDING L AL-1.0 EXISTING/DEMOLITION FLOOR PLAN 11/30/11 AL-1.1 NEW FLOOR PLAN 11/30/11 AL-2.0 EXISTING/DEMOLITION ELEVATIONS 11/30/11 AL-2.1 NEW ELEVATIONS 11/30/11 AL-4.0 SCHEDULES AND DOOR & WINDOW TYPES 11/30/11 AL-5.0 INTERIOR ELEVATIONS 11/30/11 AL-6.0 REFLECTED CEILING PLAN 11/30/11 AL-7.0 ROOF PLAN 11/30/11 AL-7.1 ROOF PLAN 11/30/11 PL-1.0 EXISTING/DEMOLITION PLUMBING PLAN 11/30/11 PL-1.1 NEW PLUMBING PLAN 11/30/11 ML-1.0 EXISTING/DEMOLITION MECHANICAL PLAN 11/30/11 ML-1.1 NEW MECHANICAL PLAN 11/30/11 EL-1.0 EXISTING/DEMOLITION ELECTRICAL PLAN 11/30/11



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EL-1.1 NEW ELECTRICAL PLAN 11/30/11 FL-1.0 FIRE PROTECTION PLAN 11/30/11 BUILDING M AM-1.0 EXISTING/DEMOLITION FLOOR PLAN 1ST FLOOR 11/30/11 AM-1.1 EXISTING/DEMOLITION FLOOR PLAN 2ND FLOOR 11/30/11 AM-1.2 NEW FLOOR PLAN 1ST FLOOR 11/30/11 AM-1.3 NEW FLOOR PLAN 2ND FLOOR 11/30/11 AM-2.0 EXISTING/DEMOLITION ELEVATIONS 11/30/11 AM-2.1 NEW ELEVATIONS 11/30/11 AM-4.0 SCHEDULES 11/30/11 AM-4.1 DOOR & WINDOW TYPES 11/30/11 AM-5.0 INTERIOR ELEVATIONS 11/30/11 AM-6.0 REFLECTED CEILING PLAN 1ST FLOOR 11/30/11 AM-6.1 REFLECTED CEILING PLAN 2ND FLOOR 11/30/11 AM-7.0 ROOF PLAN 11/30/11 AM-7.1 ROOF PLAN 11/30/11 PM-1.0 EXISTING/DEMOLITION PLUMBING PLAN 1ST FLOOR 11/30/11 PM-1.1 EXISTING/DEMOLITION PLUMBING PLAN 2ND FLOOR 11/30/11 PM-1.2 NEW PLUMBING PLAN 1ST FLOOR 11/30/11 PM-1.3 NEW PLUMBING PLAN 2ND FLOOR 11/30/11 MM-1.0 EXISTING/DEMOLITION MECHANICAL PLAN 11/30/11

1ST FLOOR MM-1.1 EXISTING/DEMOLITION MECHANICAL PLAN 11/30/11

2ND FLOOR MM-1.2 NEW MECHANICAL PLAN 1ST FLOOR 11/30/11 MM-1.3 NEW MECHANICAL PLAN 2ND FLOOR 11/30/11 EM-1.0 EXISTING/DEMOLITION ELECTRICAL PLAN 11/30/11

1ST FLOOR



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EM-1.1 EXISTING/DEMOLITION ELECTRICAL PLAN 11/30/11 2ND FLOOR

EM-1.2 NEW ELECTRICAL PLAN 1ST FLOOR 11/30/11 EM-1.3 NEW ELECTRICAL PLAN 2ND FLOOR 11/30/11 FM-1.0 FIRE PROTECTION PLAN - 1ST FLR 11/30/11 FM-1.1 FIRE PROTECTION PLAN - 2ND FLR 11/30/11 UNIT FLOOR PLANS AU-1.0 UNIT FLOOR PLANS - ONE BEDROOM 11/30/11 AU-1.1 UNIT FLOOR PLANS - TWO BED ONE BATH 11/30/11 AU-1.2 UNIT FLOOR PLANS - TWO BED TWO BATH 11/30/11 AU-1.3 UNIT FLOOR PLANS - THREE BEDROOM - 1ST FLOOR 11/30/11 AU-1.4 UNIT FLOOR PLANS - THREE BEDROOM - 2ND FLOOR 11/30/11 AU-4.0 UNIT DOOR & WINDOW TYPES 11/30/11 AU-5.0 INTERIOR ELEVATIONS - ONE BEDROOM 11/30/11 AU-5.1 INTERIOR ELEVATIONS - TWO BED ONE BATH 11/30/11 AU-5.2 INTERIOR ELEVATIONS -TWO BED TWO BATH 11/30/11 AU-5.3 INTERIOR ELEVATIONS - THREE BEDROOM 11/30/11 AU-5.4 INTERIOR ELEVATIONS - THREE BEDROOM 11/30/11 PU-1.0 UNIT PLUMBING PLANS 11/30/11 PU-1.1 UNIT PLUMBING PLANS 11/30/11 PU-1.2 UNIT PLUMBING PLANS 11/30/11 PU-1.3 UNIT PLUMBING PLANS 11/30/11 MU-1.0 UNIT MECHANICAL PLANS 11/30/11 MU-1.1 UNIT MECHANICAL PLANS 11/30/11 EU-1.0 UNIT ELECTRICAL PLANS 11/30/11 EU-1.1 UNIT ELECTRICAL PLANS 11/30/11 AX-1.0 PLAN DETAILS 11/30/11 AX-1.1 PLAN DETAILS 11/30/11 AX-1.2 PLAN DETAILS 11/30/11 AX-3.0 SECTION DETAILS 11/30/11 AX-3.1 SECTION DETAILS 11/30/11 AX-3.2 SECTION DETAILS 11/30/11 AX-4.0 DOOR & WINDOW DETAILS 11/30/11 AX-4.1 DOOR & WINDOW DETAILS 11/30/11 AX-7.0 ROOF DETAILS 11/30/11 AX-7.1 ROOF DETAILS 11/30/11 AX-7.2 ROOF DETAILS 11/30/11 AX-8.0 EXTERIOR STAIR PLAN & SECTIONS 11/30/11 AX-8.1 THREE BEDROOM INT. STAIRS PLAN & SECTIONS 11/30/11 AX-8.2 STAIR DETAILS 11/30/11



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AX-8.3 RISER ROOM PLANS & INTERIOR ELEVATIONS 11/30/11 AX-8.4 MISCELLANEOUS DETAILS 11/30/11

END OF INEX OF DRAWINGS

Exhibit D

INSURANCE and SURETY REQUIREMENTS Construction Phase: During construction, the following insurance coverages must be maintained: 1. Builder's Risk Insurance: Insurance providing replacement cost coverage in an amount equal to

completed construction value, including soft cost coverage, with an agreed amount endorsement. For rehabilitation projects, the building value is to be included in the Builder's Risk policy or under a separate policy. OWNER SHALL PROVIDE BUILDERS RISK INSURANCE POLICY AND NAME CONTRACTOR AS ADDITIONALLY INSURED.

2. General Contractor's Commercial General Liability and Property Damage Insurance: Insurance

of the construction exposure class in the Insurance in amounts not less than $1,000,000 per occurrence, $2,000,000 in the aggregate, and $3,000,000 umbrella for structures with 1-3 stories or $5,000,000 umbrella for structures 4 or more stories. Maximum deductible is $10,000. GENERAL CONTRACTOR SHALL PROVIDE and NAME OWNER AS ADDITIONALLY INSURED.

Named Insured: Stage Coach Apartment LLC c/o the Santa Fe Community Housing Trust, PO Box 713, Santa Fe, NM 87504-0713 Mortgagee and Loss Payee: United Healthcare Fund 1 LLLP and Wincopin Circle LLLP, its successors and assigns; c/o Enterprise 520 SW 6th Ave, Suite 700, Portland, OR 97204 Additional Insured: Wincopin Circle LLLP, its successors and assigns and United Healthcare Fund 1, LLLP c/o Enterprise Community Investment, Inc. 520 SW Sixth Avenue, Suite 700 Portland, OR 97204 Attn: Asset Manager New Mexico Mortgage Finance Authority 344 Fourth Street SW Albuquerque, NM 87102 Wells Fargo Bank, N.A. Loan # P.O. Box 514 MAC: N9303-110 Minneapolis, MN 55480 Santa Fe Community Housing Trust 1111 Agua Fria Mailing Address: PO Box 713 Santa Fe, NM 87501 Santa Fe, NM 87504-0713

3 General Contractors Automobile Liability and Workers' Compensation in the statutory amount. Coverage for any indemnity obligations imposed by the contract documents. GENERAL CONTRACTOR SHALL PROVIDE.

Payment and Performance Bond: Payment and Performance bonds in the amount equal to 100% of the stipulated sum set forth in the construction contract with the general contractor issued by a surety acceptable to the Owner. The contractor shall provide and continuously maintain for the term of the Contract a labor and material payment and performance bond in the amount of one hundred percent (100%) of the total Contract price to guarantee payment for all labor and materials furnished in accordance with the Contract any changes thereto. The bond shall be payable to the owner and issued by a good and sufficient surety company authorized to transact business in New Mexico and listed in the then current U.S. Department of Treasurys Circular 570 as described above. The costs of the bond shall be borne by Contractor. GENERAL CONTRACTOR SHALL PROVIDE.

Contractors Letter of Compliance Environmental Reports

Last Revision: 12/29/2008

[Contractor Letterhead]

(Date)

[PROJECT LP]

c/o Enterprise

10227 Wincopin Circle, Suite 800

Columbia, MD 21044

Attention: [ENTERPRISE UNDERWRITER]

Re: Contractor Compliance with Environmental Assessment(s)

Dear [ENTERPRISE UNDERWRITER]:

As general contractor for the construction of [PROJECT NAME], we certify that we have

read the following list of environmental reports and will comply with all of the

recommendations stated in the report(s), together with any and all updates or

amendments. The recommendations have been incorporated into the construction

contract and will be accomplished according to EPA, state, and local standards and

requirements.

[TITLE OF REPORT, PREPARER NAME, DATE OF REPORT]



Sincerely,

_______________________________________

Name & Title

Phase I Reliance Letter

Last Revision: 11/22/04

(Date)

[PROJECT LLC]

[ADDRESS]

[CITY], [STATE] [ZIP CODE]

RE: Phase I Environmental Assessment Report

[PROJECT ADDRESS]

To whom it may concern:

We, the undersigned consultant, were retained by [Party to whom Report is addressed], to

provide a Phase I Environmental Site Assessment Report (the "Report") on the above referenced

property. Please be advised that [PROJECT LLC, Target FUND] and Wincopin Circle LLLP, its

successors and assigns can rely on the Report entitled "__________________," dated

______________, 20___.

Sincerely,

[Consulting Firm]

By:

Title:


SUMMARY 011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents. 2. Type of the Contract. 3. Work phases. 4. Work under other contracts. 5. Products ordered in advance. 6. Owner-furnished products. 7. Use of premises. 8. Owner's occupancy requirements. 9. Work restrictions. 10. Specification formats and conventions.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Stage Coach Apartments

1. Project Location: 3360 Cerrillos Road, Santa Fe, NM

B. Owner: The Housing Trust, 1111 Agua Fria, Santa Fe, NM 87501

1. Owner's Representative: Spencer Haynsworth

C. Architect: Integrated Design & Architecture, 906 Park Ave SW, Albuquerque, NM 87102

D. The Work consists of the following:

1. The Work consists of a LEED for Homes Platinum project consisting of a 60-dwelling unit redevelopment on Santa Fes Cerillos Road corridor, including an on-site

office/maintenance/community building, 44 new apartments, and the rehabilitation of 3

existing buildings for 16 additional apartments.

E. Project will be constructed under a single prime contract.


SUMMARY 011000 - 2

1.4 WORK PHASES

A. The Work shall be conducted in one (1) phase.

1.5 USE OF PREMISES

A. General: Contractor shall have full use of premises for construction operations, including use of Project site, during construction period. Contractor's use of premises is limited only by Owner's

right to perform work or to retain other contractors on portions of Project.

B. Use of Site: Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine constructions operations to the site, except for required work in public right-of-way.

C. Owner Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed areas of building, before Substantial

Completion, provided such occupancy does not interfere with completion of the Work. Such

placement of equipment and partial occupancy shall not constitute acceptance of the total Work.

1. Architect will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied before Owner occupancy.

2. Obtain a Certificate of Occupancy from authorities having jurisdiction before Owner occupancy.

3. Before partial Owner occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On

occupancy, Owner will operate and maintain mechanical and electrical systems serving

occupied portions of project.

4. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of project.

1.6 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed inside the existing building during normal business working hours of 7:00 a.m. to 5:00 p.m., Monday through Sunday, except

otherwise indicated.

1. Sunday Hours: only with Owner approval.

B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide

temporary utility services according to requirements indicated:

1. Notify Architect not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Architect's written permission.


SUMMARY 011000 - 3

C. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes.

1.7 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the 50-division format and CSI/CSC's "MasterFormat" numbering system.

1. Section Identification: The Specifications use Section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric

sequence; however, the sequence is incomplete because all available Section numbers are

not used. Consult the table of contents at the beginning of the Project Manual to

determine numbers and names of Sections in the Contract Documents.

2. Division 01: Sections in Division 01 govern the execution of the Work of all Sections in the Specifications.

B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate.

Words implied, but not stated, shall be inferred as the sense requires. Singular words

shall be interpreted as plural, and plural words shall be interpreted as singular where

applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor.

Occasionally, the indicative or subjunctive mood may be used in the Section Text for

clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by

others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000


ALLOWANCES 012100 - 1

SECTION 012100 - ALLOWANCES

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes administrative and procedural requirements governing allowances.

1. Certain items are specified in the Contract Documents by allowances. Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when direction will be provided to Contractor. If necessary, additional requirements will be issued by Change Order.

B. Types of allowances include the following:

1. Lump-sum allowances.

C. Related Requirements: 1. Section 014000 "Quality Requirements" for procedures governing the use of allowances

for testing and inspecting.

1.3 SELECTION AND PURCHASE

A. At the earliest practical date after award of the Contract, advise Architect of the date when final selection and purchase of each product or system described by an allowance must be completed to avoid delaying the Work.

B. At Architect's request, obtain proposals for each allowance for use in making final selections. Include recommendations that are relevant to performing the Work.

C. Purchase products and systems selected by Architect from the designated supplier.

1.4 ACTION SUBMITTALS

A. Submit proposals for purchase of products or systems included in allowances, in the form specified for Change Orders.

1.5 INFORMATIONAL SUBMITTALS



A. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each allowance.

B. Submit time sheets and other documentation to show labor time and cost for installation of allowance items that include installation as part of the allowance.

C. Coordinate and process submittals for allowance items in same manner as for other portions of the Work.

1.6 COORDINATION

A. Coordinate allowance items with other portions of the Work. Furnish templates as required to coordinate installation.

1.7 LUMP-SUM ALLOWANCES

A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by Architect under allowance and shall include taxes, freight, and delivery to Project site.

B. Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials under allowance shall be included as part of the Contract Sum and not part of the allowance.

C. Unused Materials: Return unused materials purchased under an allowance to manufacturer or supplier for credit to Owner, after installation has been completed and accepted.

1. If requested by Architect, retain and prepare unused material for storage by Owner. Deliver unused material to Owner's storage space as directed.

1.8 ADJUSTMENT OF ALLOWANCES

A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place where applicable. If applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins.

1. Include installation costs in purchase amount only where indicated as part of the allowance.

2. If requested, prepare explanation and documentation to substantiate distribution of overhead costs and other margins claimed.

3. Submit substantiation of a change in scope of work, if any, claimed in Change Orders related to unit-cost allowances.

4. Owner reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count.

B. Submit claims for increased costs because of a change in scope or nature of the allowance described in the Contract Documents, whether for the purchase order amount or Contractor's handling, labor, installation, overhead, and profit.



1. Do not include Contractor's or subcontractor's indirect expense in the Change Order cost amount unless it is clearly shown that the nature or extent of work has changed from what could have been foreseen from information in the Contract Documents.

2. No change to Contractor's indirect expense is permitted for selection of higher- or lower-priced materials or systems of the same scope and nature as originally indicated.


PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement.

3.2 PREPARATION

A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.

3.3 SCHEDULE OF ALLOWANCES

A. Allowance No. 1: Lump Sum Allowance: Paving around area of Historic Well. Include the sum of $8,000.00 for the paving in this area. This allowance includes material cost, receiving, handling, and installation, and Contractor overhead and profit.



ALTERNATES 1

SECTION 012300 - ALTERNATES

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if

Owner decides to accept a corresponding change either in the amount of construction to be

completed or in the products, materials, equipment, systems, or installation methods described

in the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the

Contract Sum.

1.4 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project. The cost listed for each alternate includes costs of related

coordination, revision or adjustment.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part

of alternate.

B. Execute accepted alternates under the same conditions as other work of the Contract.

C. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work

described under each alternate.



ALTERNATES 2

PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Alternate No. One: Insulation upgrades. 1. Base Bid: exterior wall system without rigid insulation, perimeter and under slab

insulation as shown on Drawings and as specified in Section 072100 Building

Insulation.

2.

Alternate: Add 1 thickness of rigid insulation at all exterior walls (below stucco system),

below heated floor slabs, and to perimeter foundation insulation. The additional 1 thickness at

slab and perimeter is over and above the Base Bid thicknesses shown on the Drawings.

B. Alternate No. Two: Patterned paving. . 1. Base Bid: Portland Cement paving without special pattern or coloring. 2. Alternate: In areas indicated, substitute integral colored concrete with special paving

pattern, Bomanite or equal stamped pattern.

C. Alternate No. Three: Laundry exhaust fans. 1. Base Bid: no fan in residential laundry closets. 2. Alternate: at each laundry closet add an exhaust fan and switch with ducting to exterior

and a dampered hood at exterior wall. See Mechanical drawings for specifications of fan.



SUBSTITUTION PROCEDURES 012500 - 1

SECTION 012500 - SUBSTITUTION PROCEDURES

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Sections:

1. Division 01 Section "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

2. Divisions 02 through 49 Sections for specific requirements and limitations for substitutions.

1.3 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or

unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to

Contractor or Owner.

1.4 SUBMITTALS

A. Substitution Requests: Submit three hard copies or one electronic copy of each request for consideration. Identify product or fabrication or installation method to be replaced. Include

Specification Section number and title and Drawing numbers and titles.

1. Substitution Request Form: Use Form 012501 & 012502. 2. Documentation: Show compliance with requirements for substitutions and the following,

as applicable:

a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable.



b. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate

contractors, that will be necessary to accommodate proposed substitution.

c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable specification section.

Significant qualities may include attributes such as performance, weight, size,

durability, visual effect, sustainable design characteristics, warranties, and specific

features and requirements indicated. Indicate deviations, if any, from the Work

specified.

d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested. f. Certificates and qualification data, where applicable or requested. g. List of similar installations for completed projects with project names and

addresses and names and addresses of architects and owners.

h. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

i. Research reports evidencing compliance with building code in effect for Project, from ICC-ES.

j. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall

Contract Time. If specified product or method of construction cannot be provided

within the Contract Time, include letter from manufacturer, on manufacturer's

letterhead, stating date of receipt of purchase order, lack of availability, or delays

in delivery.

k. Cost information, including a proposal of change, if any, in the Contract Sum. l. Contractor's certification that proposed substitution complies with requirements in

the Contract Documents except as indicated in substitution request, is compatible

with related materials, and is appropriate for applications indicated.

m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated

results.

3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution.

Architect will notify Contractor of acceptance or rejection of proposed substitution within

15 days of receipt of request, or seven days of receipt of additional information or

documentation, whichever is later.

a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work.

b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated.

1.5 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage qualified testing agency to perform

compatibility tests recommended by manufacturers.



1.6 PROCEDURES

A. Coordination: Modify or adjust affected work as necessary to integrate work of the approved substitutions.

PART 2 - PRODUCTS

2.1 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately upon discovery of need for change, but not later than 15 days prior to time required for preparation and review of

related submittals.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect

will return requests without action, except to record noncompliance with these

requirements:

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

b. Substitution request is fully documented and properly submitted. c. Requested substitution will not adversely affect Contractor's construction schedule. d. Requested substitution has received necessary approvals of authorities having

jurisdiction.

e. Requested substitution is compatible with other portions of the Work. f. Requested substitution has been coordinated with other portions of the Work. g. Requested substitution provides specified warranty. h. If requested substitution involves more than one contractor, requested substitution

has been coordinated with other portions of the Work, is uniform and consistent, is

compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience: Architect will consider requests for substitution if received within 60 days after Contract Notification. Requests received after that time may be considered

or rejected at discretion of Architect.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect

will return requests without action, except to record noncompliance with these

requirements:

a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities

Owner must assume. Owner's additional responsibilities may include

compensation to Architect for redesign and evaluation services, increased cost of

other construction by Owner, and similar considerations.

b. Requested substitution does not require extensive revisions to the Contract Documents.

c. Requested substitution is consistent with the Contract Documents and will produce indicated results.



d. Substitution request is fully documented and properly submitted. e. Requested substitution will not adversely affect Contractor's construction schedule. f. Requested substitution has received necessary approvals of authorities having

jurisdiction.

g. Requested substitution is compatible with other portions of the Work. h. Requested substitution has been coordinated with other portions of the Work. i. Requested substitution provides specified warranty. j. If requested substitution involves other contractors, requested substitution has been

coordinated with other portions of the Work, is uniform and consistent, is

compatible with other products, and is acceptable to all contractors involved.




PRIOR APPROVAL SUBSTITUTION REQUEST FORM 012501 - 1

PRIOR APPROVAL SUBSTITUTION REQUEST FORM

The undersigned, qualified bidder, subcontractor, manufacturer, or supplier requests that the following

product be accepted for use in the Project

PRODUCT: ________________________________________________________________

MODEL NO.: ______________________________________________________________

MANUFACTURER: _________________________________________________________

ADDRESS: _________________________________________________________________

The above product would be used in lieu of

PRODUCT: ________________________________________________________________

specified in

SECTION: _________________________________________________________________

PARAGRAPH: _____________________________________________________________

Attached are the following circled items:

1. Product description including specifications, performance and test data, and applicable

reference standards.

2. Drawings.

3. Photographs.

4. Samples.

5. Tabulated comparison with specified product.

6. For items requiring color selections, full range of manufacturer's color samples.

7. Other: ______________________________________________________________

____________________________________________________________________

____________________________________________________________________

____________________________________________________________________


PRIOR APPROVAL SUBSTITUTION REQUEST FORM 012501 - 2

____________________________________________________________________

The undersigned certifies that the following statements are correct. Explanations for all items which are

not true are attached.

1. Proposed substitution has been thoroughly investigated and

function, appearance, and quality meet or exceed that of

specified product. TRUE FALSE

2. Same warranty will be provided for substitution as for


3. No aspect of Project will require re-design. TRUE FALSE

4. Use of substitution will not adversely affect:

a. Dimensions shown on Drawings. TRUE FALSE

b. Construction schedule and date of completion. TRUE FALSE

c. Work of other trades. TRUE FALSE

5. Maintenance service and replacement parts for proposed

substitution will be readily available in [Las Cruces]

[El Paso] [Roswell] [Albuquerque] [Southern New Mexico]

[Northern New Mexico] [____ _] area. TRUE FALSE

6. Proposed substitution does not contain asbestos in any form. TRUE FALSE

Submitted By:

COMPANY:_________________________________________________________

ADDRESS:____________________________________________________________

TELEPHONE NUMBER: _________________________________________________

NAME OF PERSON SUBMITTING REQUEST: ______________________________

TITLE:________________________________________________________________

DATE:________________________________________________________________


CONTRACTOR SUBSTITUTION REQUEST FORM 012502 - 1

CONTRACTOR SUBSTITUTION REQUEST FORM

The undersigned, as Contractor for the above Project, requests that the following product be

accepted for use in the Project

PRODUCT: ________________________________________________________________

MODEL NO.: ______________________________________________________________

MANUFACTURER: _________________________________________________________

ADDRESS: _________________________________________________________________

The above product would be used in lieu of

PRODUCT: ________________________________________________________________

specified in

SECTION: _________________________________________________________________

PARAGRAPH: _____________________________________________________________

Reason for substitution request:

_____________________________________________________________________

__________________________________________________________

Attached are the following circled items:

1. Product description including specifications, performance and test data, and

applicable reference standards.

2. Drawings.

3. Photographs.

4. Samples.

5. Tabulated comparison with specified product.

6. For items requiring color selections, full range of manufacturer's color samples.

7. Documentation of reason for request.

8. Cost data for comparing proposed substitution with specified product.



7. Other: ______________________________________________________________

The undersigned certifies that the following statements are correct. Explanations for all items

which are not true are attached.

1. Proposed substitution has been thoroughly investigated and

function, appearance, and quality meet or exceed that of


2. Same warranty will be provided for substitution as for


3. No aspect of Project will require re-design. TRUE FALSE

4. Use of substitution will not adversely affect:

a. Dimensions shown on Drawings. TRUE FALSE

b. Construction schedule and date of completion. TRUE FALSE

c. Work of other trades. TRUE FALSE

5. Maintenance service and replacement parts for proposed

substitution will be readily available in [Las Cruces]

[El Paso] [Roswell] [Albuquerque] [Southern New Mexico]

[Northern New Mexico] [_____ ] area. TRUE FALSE

6. Proposed substitution does not contain asbestos in any form. TRUE FALSE

7. All changes to Contract Sum related to use of proposed

substitution are included in price listed below. Contractor

waives claims for additional costs related to acceptance of

substitution which may subsequently become apparent. TRUE FALSE

8. Costs of modifying project design caused by use of proposed

substitution which subsequently become apparent will be paid

for by Contractor. TRUE FALSE

If substitution request is accepted:

Contract Sum will be [decreased] [increased] by $ _____________________________

Contract Time will be [decreased] [increased] by ______________________________

calendar days.



Submitted By:

CONTRACTOR:______________________________________________________

ADDRESS:__________________________________________________________

TELEPHONE NUMBER:_______________________________________________

NAME OF PERSON SUBMITTING REQUEST:______________________________

TITLE:______________________________________________________________

DATE:______________________________________________________________


CONTRACT MODIFICATION PROCEDURES 012600 - 1

SECTION 012600 - CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL



1.2 SUMMARY

A. This Section specifies administrative and procedural requirements for handling and processing Contract modifications.

B. Related Sections include the following:

1. Division 01 Section "Product Requirements" for administrative procedures for handling requests for substitutions made after Contract award.

1.3 MINOR CHANGES IN THE WORK

A. Architect will issue supplemental instructions authorizing Minor Changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710,

"Architect's Supplemental Instructions."

1.4 PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If

necessary, the description will include supplemental or revised Drawings and Specifications.

1. Proposal Requests issued by Architect are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed change.

2. Within 5 days after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.

a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data

to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include costs of labor and supervision directly attributable to the change. d. Include an updated Contractor's Construction Schedule that indicates the effect of

the change, including, but not limited to, changes in activity duration, start and

finish times, and activity relationship. Use available total float before requesting



an extension of the Contract Time. Indicate the effect the change will have on the

Contract Time.

B. Contractor-Initiated Proposals: If latent or unforeseen conditions require modifications to the Contract, Contractor may propose changes by submitting a request for a change to Architect.

1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the

proposed change on the Contract Sum and the Contract Time.

2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to

substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Include costs of labor and supervision directly attributable to the change. 5. Include an updated Contractor's Construction Schedule that indicates the effect of the

change, including, but not limited to, changes in activity duration, start and finish times,

and activity relationship. Use available total float before requesting an extension of the

Contract Time.

6. Comply with requirements in Division 01 Section "Product Requirements" if the proposed change requires substitution of one product or system for product or system

specified.

7. Number proposals sequentially.

1.5 CHANGE ORDER PROCEDURES

A. On Owner's approval of a Proposal Request, Architect will issue a Change Order for signatures of Owner and Contractor on AIA Document G701.

1.6 CONSTRUCTION CHANGE DIRECTIVE

A. Work Change Directive: Architect may issue a Work Change Directive on AIA Document G714. Work Change Directive instructs Contractor to proceed with a change in

the Work, for subsequent inclusion in a Change Order.

1. Work Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the

Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Work Change Directive.

1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

2. Coordinate with the on site manager the goings and comings of any trade individual who is working on a T & M basis. Manager to log individuals in and out during the work day

for any T & M work.


PAYMENT PROCEDURES 012900 - 1

SECTION 012900 - PAYMENT PROCEDURES

PART 1 - GENERAL



1.2 SUMMARY

A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment.

B. Related Sections include the following:

1. Division 01 Section "Contract Modification Procedures" for administrative procedures for handling changes to the Contract.

2. Division 01 Section "Construction Progress Documentation" for administrative requirements governing preparation and submittal of Contractor's Construction Schedule

and Submittals Schedule.

1.3 DEFINITIONS

A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's

Applications for Payment.

1.4 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule.

1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following:

a. Application for Payment forms with Continuation Sheets. b. Submittals Schedule. c. Contractor's Construction Schedule.

2. Submit the Schedule of Values to Architect at earliest possible date but no later than seven days before the date scheduled for submittal of initial Applications for Payment.

3. Subschedules: Where the Work is separated into phases requiring separately phased payments, provide subschedules showing values correlated with each phase of payment.



B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section.

1. Identification: Include the following Project identification on the Schedule of Values:

a. Project name and location. b. Name of Architect. c. Architect's project number. d. Contractor's name and address. e. Date of submittal.

2. Submit draft of AIA Document G703 Continuation Sheets. 3. Arrange the Schedule of Values in tabular form with separate columns to indicate the

following for each item listed:

a. Related Specification Section or Division. b. Description of the Work. c. Name of subcontractor. d. Name of manufacturer or fabricator. e. Name of supplier. f. Change Orders. g. Dollar value.

1) Percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent.

4. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports, based on the Project

Manual table of contents. Provide separate line items for principal subcontract

amounts. Include separate line items under plumbing, mechanical, electrical, and

landscaping subcontracts for operation and maintenance manuals, punch list activities,

Project Record Documents, and demonstration and training in the amount of 5 percent of

the Contract Sum.

5. Round amounts to nearest whole dollar; total shall equal the Contract Sum.

6. Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for Payment when Change Orders or Construction Change Directives result

in a change in the Contract Sum.

1.5 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner.

1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements.

B. Payment Application Times: Progress payments shall be submitted to Architect by the 25th of the month. The period covered by each Application for Payment is one month, ending on the

last day of the month.



C. Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation Sheets as form for Applications for Payment.

D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete

applications without action.

1. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions were made.

2. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application.

E. Transmittal: Submit 4 signed and notarized original copies of each Application for Payment to Architect by a method ensuring receipt. One copy shall include waivers of lien and similar

attachments if required.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.

F. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from every entity who is lawfully entitled to file a mechanic's lien arising out of the

Contract and related to the Work covered by the payment.

1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item.

2. When an application shows completion of an item, submit final or full waivers. 3. Owner reserves the right to designate which entities involved in the Work must submit

waivers.

4. Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to Owner.

G. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

1. List of subcontractors. 2. Schedule of Values. 3. Contractor's Construction Schedule (preliminary if not final). 4. Products list. 5. Submittals Schedule (preliminary if not final). 6. List of Contractor's staff assignments. 7. List of Contractor's principal consultants. 8. Copies of building permits. 9. Copies of authorizations and licenses from authorities having jurisdiction for

performance of the Work.

10. Initial progress report. 11. Report of preconstruction conference. 12. Certificates of insurance and insurance policies. 13. Performance and payment bonds. 14. Data needed to acquire Owner's insurance. 15. Initial settlement survey and damage report if required. 16. List of principal suppliers and fabricators.



H. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of

the Work claimed as substantially complete. This application shall reflect Certificates of Partial

Substantial Completion issued previously for Owner occupancy of designated portions of the

Work.

1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

2. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work.

3. Administrative actions and submittals that shall precede or coincide with this application include the following:

a. Occupancy permits.

b. Warranties and maintenance agreements.

c. Test/adjust/balance records.

d. Maintenance instructions.

e. Meter readings.

f. Changeover information related to Owner's occupancy.

g. Final cleaning.

h. Application for reduction of retainage and consent of surety.

I. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the

following:

1. Evidence of completion of Project closeout requirements. 2. Insurance certificates for products and completed operations where required and proof

that taxes, fees, and similar obligations were paid.

3. Updated final statement, accounting for final changes to the Contract Sum. 4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims." 5. AIA Document G706A, "Contractor's Affidavit of Release of Liens." 6. AIA Document G707, "Consent of Surety to Final Payment." 7. Evidence that claims have been settled. 8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of

date of Substantial Completion or when Owner took possession of and assumed

responsibility for corresponding elements of the Work.

9. Final, liquidated damages settlement statement. 10. Completion of Project closeout requirements. 11. Completion of items specified for completion after Substantial Completion.

13. Transmittal of Project construction records to the Owner.

14. Removal of temporary facilities and services.

15. Change of door locks to Owner's access.


PRICE AND PAYMENT PROCEDURES 012900 - 1

SECTION 01200 - PRICE AND PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes procedures for:

1. Schedule of Values.

2. Applications for Payment.

3. Contract modifications.

4. Unit prices, if any.

1.2 SCHEDULE OF VALUES

A. Procedures:

1. Submit for review by Design Professional 3 copies of preliminary Schedule of Values

within 7 days after date of Agreement Between Owner and Contractor.

2. Revise to address review comments and resubmit.

3. Final Schedule of Values: Revise Schedule to incorporate review comments and

submit 3 copies at least 7 days before submittal of initial Application for Payment.

4. During construction, revise and resubmit 3 copies of Schedule of Values to incorporate

approved Change Orders.

B. Format: Typed schedule on standard form or electronic media printout approved by Design

Professional. Sum of all values shall equal total Contract Sum.

C. Content: Use Project Manual Table of Contents as basis for line items. Cross reference line

items with number and title of corresponding specification section. Provide sufficient detail

to allow computation of values for progress payments during construction.

1. Include within each line item a directly proportional amount of Contractor's overhead

and profit.

2. Provide separate line items for materials and for installation when materials will be

stored on site prior to installation such that cost of stored materials will be included

separately on an Application for Payment.

3. Provide separate line items for:

a. Each allowance included in Contract Sum.

b. Each additive alternate selected by Owner

c. Each building

c. Each Contract modification.

d. For bonds.

e. Insurance.

f. Documentation and Closeout

g. New Mexico gross receipts tax.



1.3 APPLICATIONS FOR PAYMENT

A. Format: AIA Form G702 - Application and Certificate for Payment and AIA G703 or

alternative form approved by Design Professional - Continuation Sheet or Contractor's

electronic media driven form as approved by Design Professional.

B. Payment period: Monthly or as otherwise stipulated in Agreement Between Owner and

Contractor.

C. Preparation:

1. Use Schedule of Values for listing items in Applications for Payment.

2. Complete each entry on Application of Payment form. Incomplete forms will be

returned without action.

3. List each authorized Change Order as a separate line item and in same format as other

line items.

4. Provide subtotals and total.

5. Indicate total percentage of all work completed as of the date of the Application.

6. Applications shall be signed and dated by authorized officer of Contractor. Signature

shall be notarized.

D. Include with Application for Payment appropriate invoices for materials stored on site.

E. At request of Design Professional, provide substantiating data justifying dollar amounts in

question.

F. Submittal: Submit 3 executed copies of each Application for Payment.

1. Initial Application for Payment: Submit after the following have been submitted and

accepted by Design Professional and Owner.

a. Certificates of insurance required by General Conditions of the Contract.

b. Copy of building permit.

c. Schedule of Values as required by Paragraph 1.2.A.

d. Progress schedule as required by Section 013100 - Project Management and

Coordination.

e. Submittal schedule as required by Section 013300 - Submittal Procedures.

2. Subsequent Applications for Payment:

a. Submit with Application of Payment:

(1) Include the Updated Progress Schedule specified in Section 013100 - Project

Management and Coordination.

(2) Updated Submittal Schedule specified in Section 013300 - Submittal

Procedures.

b. Prior to acceptance of each Application for Payment, Design Professional will

review Project Record Drawings specified in Section 01780 - Closeout Submittals

to ensure that recorded data is current.



3. Application of Payment at Substantial Completion: Submit after issuance of Certificate

of Substantial Completion and in accordance with Section 0177000 - Closeout

Procedures.

4. Final Application for Payment: Submit after completion of final cleaning, final

inspection, final submittals, and other final completion procedures specified in Section

0177000 - Closeout Procedures.

1.4 CONTRACT MODIFICATION PROCEDURES

A. Changes in the Work shall be determined and Change Orders executed in accordance with

General Conditions.

1. Minor changes: Design Professional will advise of minor changes in Work not

involving adjustment to Contract Sum or Time by issuing supplemental instructions on

AIA Form G710.

2. Design Professional requested Change Order: Design Professional may issue a

Modification/Change Request (MCR) with detailed description of proposed change and

supplementary drawings and specifications as required.

3. Design Professional will prepare Change Orders to adjust Contract Sum for:

a. Differences in costs between products purchased and cash allowances stated in

Section 012107 Allowances, if applicable.

b. Differences in costs for unit price work based on estimated quantities and costs

computed with actual measured quantities, if applicable.

4. Contractor proposed Change Order: Contractor may propose change by submitting a

Modification/Change Request to Design Professional (MCR) describing proposed

change, reason for change, and its effect on Contract Sum and Time. Completed MCR

Worksheet(s) shall be provided by Contractor for each MCR to facilitate checking of

itemized costs and percentages (copy of Form 01201 MCR Worksheet included after

this Section). Document requested substitutions in accordance with Section 012500

Substitution Procedures.

5. A Modification/Change Request signed by the Owner for subsequent inclusion in a

Change Order may instruct Contractor to proceed with a change in the Work.

Document will describe changes and designate method of determining changes in

Contract Sum and Time.

B. Documentation: Maintain adequate records and provide full information required for

evaluation of proposed changes and to substantiate costs. The Contractor shall provide:

1. Itemized product, labor, and equipment quantities and costs.

2. Amounts for taxes, insurance, and bonds.

3. Overhead and profit amounts.

4. Justification for changes in Contract Time.

5. Documented credits for deletions.

C. Methods for determining adjustments to Contract Sum:

1. Stipulated sum: Based on Design Professional's Modification/Change Request (MCR)

and Contractor's price quotation or Contractor's MCR as approved by Design



Professional. Completed MCR Worksheet(s) shall be provided by Contractor for each

MCR to facilitate checking of itemized costs and percentages (copy of Form 01201

MCR Worksheet included after this Section).

2. Unit prices: Computed from unit prices stated in Contract Documents or subsequently

agreed upon and actual measured quantities installed.

3. Time and material: Maintain detailed records for work performed on time and material

basis. Submit itemized account and full supporting data after completion of change

within stated time limitations. Design Professional will determine allowable change in

Contract Sum and Time. Supporting data shall include as follows:

a. Names of personnel performing work.

b. Dates and times work was performed and by whom.

c. Time records and wage rates paid.

d. Invoices for products, equipment, and subcontracts.

D. Revision of documents: After authorization of Change Order revise:

a. Schedule of Values and Application for Payment forms to record each Change

Order as a separate line item and adjust Contract Sum and Time.

b. Progress Schedules to reflect changes in Contract Time and to adjust times for

other work items affected by changes. Resubmit revised schedule.

c. Record changes in Project Record Documents.

1.5 UNIT PRICE PROCEDURES

A. Prices: Certain items of work are to be bid as unit prices. Prices are to include all necessary

material, labor, equipment, overhead, profit, insurance, applicable taxes, and bond.

B. Quantities: Quantities set forth in the Bid Form are estimates on which bids will be

compared and the Contract Sum determined.

1. If actual work requires more or fewer of an indicated quantity, provide the required

quantity at the established unit price.

2. Owner reserves the right to increase or decrease quantities by 15 percent.

3. If actual work requires a change in a Contract unit price quantity exceeding plus or

minus 15 percent, Owner or Contractor may request that an adjustment of the unit price

be negotiated.

C. Measurement: Take all measurements and compute quantities. Design Professional will

verify measurements and quantities. Measurement of quantities shall be by weight, volume,

area, linear measurement, number of items, or other methods as described in individual

sections.

D. Payment: Payment will be made for work actually performed and will be computed by

multiplying verified quantity by unit price.

E. Adjustment: The final Contract Sum will be adjusted by Change Order to reflect actual

approved quantities for unit price items.



PART 2 - PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

END OF SECTION FORMS FOLLOW


PROJECT MANAGEMENT AND COORDINATION 013100 - 1

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL



1.2 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Coordination Drawings. 2. Administrative and supervisory personnel. 3. Project meetings. 4. Requests for Interpretation (RFIs).

B. Related Sections include the following: 1. Division 01 Section "Execution" for procedures for coordinating general installation and

field-engineering services, including establishment of benchmarks and control points.

2. Division 01 Section "Closeout Procedures" for coordinating closeout of the Contract.

1.3 DEFINITIONS

A. RFI: Request from Contractor seeking interpretation or clarification of the Contract Documents.

1.4 COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate

construction operations, included in different Sections, that depend on each other for proper

installation, connection, and operation.

B. Coordination: Coordinate construction operations with those of other entities to ensure efficient and orderly installation of each part of the Work.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before

or after its own installation.

2. Coordinate installation of different components to ensure maximum accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.


PROJECT MANAGEMENT AND COORDINATION 013100 - 2

4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and

repair of all components, including mechanical and electrical.

C. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees

at meetings.

1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required.

D. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts

and to ensure orderly progress of the Work. Such administrative activities include, but are not

limited to, the following:

1. Preparation of Contractor's Construction Schedule. 2. Preparation of the Schedule of Values. 3. Installation and removal of temporary facilities and controls. 4. Delivery and processing of submittals. 5. Progress meetings. 6. Preinstallation conferences. 7. Project closeout activities. 8. Startup and adjustment of systems. 9. Project closeout activities.

E. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials.

1.5 SUBMITTALS

A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if

coordination is required for installation of products and materials fabricated by separate entities.

1. Content: Project-specific information, drawn accurately to scale. Do not base Coordination Drawings on reproductions of the Contract Documents or standard printed

data. Include the following information, as applicable:

a. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.

b. Indicate required installation sequences. c. Indicate dimensions shown on the Contract Drawings and make specific note of

dimensions that appear to be in conflict with submitted equipment and minimum

clearance requirements. Provide alternate sketches to Architect for resolution of

such conflicts. Minor dimension changes and difficult installations will not be

considered changes to the Contract.

2. Sheet Size: At least 8-1/2 by 11 inches but no larger th