A4 - Updated Combined SPECS.pdf

LAKE WINFIELD SCOTT CAMPGROUND RECONSTRUCTION 04/2025

TASK ORDER 12445223C0003

SUCHES, GEORGIA

Lake Winfield Scott Campground Reconstruction – Task Order 12445223C0003 Suches, Georgia

TABLE OF CONTENTS

Division Section Title Pages

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

000107 SEALS PAGE 1

000115 LIST OF DRAWING SHEETS 5

DIVISION 01 – GENERAL REQUIREMENTS

011000 SUMMARY 2

012000 PRICE AND PAYMENT PROCEDURES 3

013000 ADMINISTRATIVE REQUIREMENTS 6

014000 QUALITY REQUIREMENTS 16

015000 TEMPORARY FACILITIES AND CONTROLS 21

016000 PRODUCT REQUIREMENTS 24

017000 EXECUTION AND CLOSEOUT REQUIREMENTS 30

017800 CLOSEOUT SUBMITTALS 37

017900 019000

DEMONSTRATION AND TRAINING

COMMISSIONING

DIVISION 02 – EXISTING CONDITIONS

024116 STRUCTURE DEMOLITION 7

DIVISION 03 - CONCRETE

031000 CONCRETE FORMING AND ACCESSORIES 5

032000 CONCRETE REINFORCING 4

033000 CAST-IN-PLACE CONCRETE 17

DIVISION 04 - MASONRY

042000 CONCRETE UNIT MASONRY 15

044313.13 ANCHORED STONE MASONRY VENEER 8

DIVISION 05 - METALS

055000 METAL FABRICATIONS 7

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

061000 ROUGH CARPENTRY 9

061600.16 SHEATHING ZIP SYSTEM 5

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

072100 THERMAL INSULATION 16

072500 WEATHER BARRIERS 3

074113.19 BATTEN-SEAM METAL ROOF PANELS 13

074646 FIBER-CEMENT SIDING 6

076200 SHEET METAL FLASHING AND TRIM 28

079200 JOINT SEALANTS 16

DIVISION 08 - OPENINGS

081613 FIBERGLASS DOORS AND WINDOWS 5

084113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 9

087100 DOOR HARDWARE 23

088000 GLAZING 28

089119 FIXED LOUVERS 17

089516 WALL VENTS 6

DIVISION 09 - FINISHES

093013 CERAMIC TILING 30

096723 RESINOUS FLOORING 3

099130 PAINTING (PROFESSIONAL LINE PRODUCTS) 13

DIVISION 10 - SPECIALTIES

101423.16 ROOM-IDENTIFICATION PANEL SIGNAGE 8

104416 FIRE EXTINGUISHERS 6

108010 TOILET AND BATH ACCESSORIES 4

DIVISION 12 - FURNISHINGS

122413 ROLLER WINDOW SHADES 6

123661.16 SOLID SURFACING COUNTERTOPS 6

DIVISION 22 - PLUMBING

220513 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT 3

220517 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING 6

220518 ESCUTCHEONS FOR PLUMBING PIPING 3

220519 METERS AND GAGES FOR PLUMBING PIPING 4

220523.12 BALL VALVES FOR PLUMBING PIPING 6

220523.14 CHECK VALVES FOR PLUMBING PIPING 7

220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 11

220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 5

220719 PLUMBING PIPING INSULATION 17

221116 DOMESTIC WATER PIPING 28

221119 DOMESTIC WATER PIPING SPECIALTIES 27

221313 FACILITY SANITARY SEWERS 10

221316 SANITARY WASTE AND VENT PIPING 20

221319 SANITARY WASTE PIPING SPECIALTIES 8

221319.13 SANITARY DRAINS 12

221343 FACILITY PACKAGED SEWAGE PUMPING STATIONS 9

221353 FACILITY SEPTIC TANKS 12

223300 ELECTRIC, DOMESTIC-WATER HEATERS 16

224200 COMMERCIAL PLUMBING FIXTURES 66

224713 DRINKING FOUNTAINS 16

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

230513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT 3

230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 11

230548.13 VIBRATION CONTROLS FOR HVAC 3

230553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT 6

230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC 47

230713 DUCT INSULATION 10

232113 HYDRONIC PIPING 3

232300 REFRIGERANT PIPING 6

233113 METAL DUCTS 27

233300 AIR DUCT ACCESSORIES 30

233400 HVAC FANS 6

233713.13 AIR DIFFUSERS 2

233713.23 REGISTERS AND GRILLES 2

238126.13 DUCTLESS SPLIT-SYSTEM AIR-CONDITIONERS 7

238239.19 WALL AND CEILING UNIT HEATERS 3

DIVISION 26 - ELECTRICAL

260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 8

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 24

260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 5

260533.13 CONDUITS FOR ELECTRICAL SYSTEMS 22

260533.16 BOXES AND COVERS FOR ELECTRICAL SYSTEMS 12

260543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS 23

260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 15

262416 PANELBOARDS 10

262726.11 GENERAL-USE SWITCHES, DIMMER SWITCHES, AND FAN-SPEED

CONTROLLER SWITCHES

262726.33 GENERAL-GRADE DUPLEX STRAIGHT-BLADE RECEPTACLES 15

262726.37 RECEPTACLES WITH ARC-FAULT AND GROUND-FAULT PROTECTIVE

DEVICES

262813 FUSES 3

262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 15

265000 LIGHTING 51

265613 LIGHTING POLES AND STANDARDS 13

DIVISION 31 – EARTHWORK

311000 SITE CLEARING 7

312000 EARTH MOVING 18

312319 DEWATERING 5

313116 TERMITE CONTROL 9

315000 EXCAVATION SUPPORT AND PROTECTION 6

DIVISION 32 – EXTERIOR IMPROVEMENTS

321216 ASPHALT PAVING 6

321313 CONCRETE PAVING 6

321723 PAVEMENT MARKINGS 4

DIVISION 33 - UTILITIES

331415 SITE WATER DISTRIBUTION PIPING 11

332102 SPRING DEVELOPMENT 8

334200 STORMWATER CONVEYANCE 14

END OF TABLE OF CONTENTS

SEALS PAGE 000107 - 1

DOCUMENT 000107 - SEALS PAGE

1.1 DESIGN PROFESSIONALS OF RECORD

A. Architect:

1. Watson Lee Dorn

2. RA0120129

B. Architect Firm:

1. Johnson, Laschober & Associates

2. PEF000356

C. Civil Engineer:

1. William Tarrant Buchanan

2. No. 036340

D. Structural Engineer:

1. Mark W. Lorah

2. No. 023753

E. Mechanical Engineer:

1. Michael Nicholas Booker

2. PE042747

F. Electrical Engineer:

1. Joseph Anthony Pearson

2. PE051578

END OF DOCUMENT 000107

LIST OF DRAWING SHEETS 000115 - 1

Copyright © 2023 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International Treaties. A valid, current MasterSpec license is required for editing or use of this document.

DOCUMENT 000115 - LIST OF DRAWING SHEETS

1.1 LIST OF DRAWINGS

A. List of Drawings: Drawings that will be enumerated in the Owner/Contractor Agreement as part of the Contract Documents are the following Drawings and other drawings of type indicated, as modified by subsequent Addenda and Modifications:

G-001 COVER SHEET

CIVIL

CG001 COVER SHEET

CG002 INDEX PLAN

CD101 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 1 OF 16

CD102 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 2 OF 16

CD103 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 3 OF 16

CD104 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 4 OF 16

CD105 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 5 OF 16

CD106 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 6 OF 16

CD107 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 7 OF 16

CD108 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 8 OF 16

CD109 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 9 OF 16

CD110 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 10 OF 16

CD111 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 11 OF 16

CD112 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 12 OF 16

CD113 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 13 OF 16

CD114 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 14 OF 16

CD115 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 15 OF 16

CD116 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 16 OF 16

CD117 EXISTING CONDITIONS & DEMOLITION PLAN BLOW UP AREAS

C-102 LAYOUT & STAKING PLAN SHEET 1 OF 10

C-103 LAYOUT & STAKING PLAN SHEET 2 OF 10

C-104 LAYOUT & STAKING PLAN SHEET 3 OF 10

C-105 LAYOUT & STAKING PLAN SHEET 4 OF 10

C-106 LAYOUT & STAKING PLAN SHEET 5 OF 10

C-107 LAYOUT & STAKING PLAN SHEET 6 OF 10

C-108 LAYOUT & STAKING PLAN SHEET 7 OF 10

C-113 LAYOUT & STAKING PLAN SHEET 8 OF 10

C-114 LAYOUT & STAKING PLAN SHEET 9 OF 10

C-115 LAYOUT & STAKING PLAN SHEET 10 OF 10

C-202 GRADING & DRAINAGE PLAN SHEET 1 OF 6

C-203 GRADING & DRAINAGE PLAN SHEET 2 OF 6

C-204 GRADING & DRAINAGE PLAN SHEET 3 OF 6

C-205 GRADING & DRAINAGE PLAN SHEET 4 OF 6

C-207 GRADING & DRAINAGE PLAN SHEET 5 OF 6

C-215 GRADING & DRAINAGE PLAN SHEET 6 OF 6

C-301 UTILITY PLAN SHEET 1 OF 14

C-302 UTILITY PLAN SHEET 2 OF 14

C-303 UTILITY PLAN SHEET 3 OF 14

C-304 UTILITY PLAN SHEET 4 OF 14

C-305 UTILITY PLAN SHEET 5 OF 14

LIST OF DRAWING SHEETS 000115 - 2

Copyright © 2023 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International Treaties. A valid, current MasterSpec license is required for editing or use of this document.

C-306 UTILITY PLAN SHEET 6 OF 14

C-307 UTILITY PLAN SHEET 7 OF 14

C-308 UTILITY PLAN SHEET 8 OF 14

C-309 UTILITY PLAN SHEET 9 OF 14

C-312 UTILITY PLAN SHEET 10 OF 14

C-313 UTILITY PLAN SHEET 11 OF 14

C-314 UTILITY PLAN SHEET 12 OF 14

C-315 UTILITY PLAN SHEET 13 OF 14

C-316 UTILITY PLAN SHEET 14 OF 14

C-317 UTILITY PLAN BLOW UP

C-318 NORTH LOOP DRAINFIELD BLOWUP

C-401 PLAN & PROFILE-WM STA 0+00 - 13+00

C-402 PLAN & PROFILE-WM STA 13+00 - 26+00

C-403 PLAN & PROFILE-WM STA 26+00 - 39+00

C-404 PLAN & PROFILE-WM STA 39+00 - 52+00

C-405 PLAN & PROFILE-WM STA 52+00 - 63+50

C-406 PLAN & PROFILE-SL STA 0+00 - 13+00

C-407 PLAN & PROFILE-SL STA 13+00 - 26+00

C-408 PLAN & PROFILE-SL STA 26+00 - 32+00 & WM TO SL STA 0+00-8+25

C-409 PLAN & PROFILE-NL PROFILE STA 0+00 - 10+00

C-410 PLAN & PROFILE SERVICE ROAD

C-411 PLAN & PROFILE SS-A STA 0+00 - 9+75

C-412 PLAN & PROFILE SS-A STA 9+75 - 14+03 & MH-A5.3 - CO-A5.3.5

C-413 PLAN & PROFILE MH-A5 - MH-A5.5

C-414 PLAN & PROFILE SS-C

C-415 PLAN & PROFLE FORCE MAIN

C-416 PLAN & PROFILE SS-B

C-417 CULVERT PROFILES

C-500 E.S.P.C. PLAN GENERAL NOTES & LEGEND

C-501 E.S.P.C. PHASE I PERIMETER CONTROL PLAN SHEET 1 OF 16

C-502 E.S.P.C. PHASE I PERIMETER CONTROL PLAN SHEET 2 OF 16

C-503 E.S.P.C. PHASE I PERIMETER CONTROL PLAN SHEET 3 OF 16

C-504 E.S.P.C. PHASE I PERIMETER CONTROL PLAN SHEET 4 OF 16

C-505 E.S.P.C. PHASE I PERIMETER CONTROL PLAN SHEET 5 OF 16

C-506 E.S.P.C. PHASE I PERIMETER CONTROL PLAN SHEET 6 OF 16

C-507 E.S.P.C. PHASE I PERIMETER CONTROL PLAN SHEET 7 OF 16

C-508 E.S.P.C. PHASE I PERIMETER CONTROL PLAN SHEET 8 OF 16

C-509 E.S.P.C. PHASE I PERIMETER CONTROL PLAN SHEET 9 OF 16

C-510 E.S.P.C. PHASE I PERIMETER CONTROL PLAN SHEET 10 OF 16

C-511 E.S.P.C. PHASE I PERIMETER CONTROL PLAN SHEET 11 OF 16

C-512 E.S.P.C. PHASE I PERIMETER CONTROL PLAN SHEET 12 OF 16

C-513 E.S.P.C. PHASE I PERIMETER CONTROL PLAN SHEET 13 OF 16

C-514 E.S.P.C. PHASE I PERIMETER CONTROL PLAN SHEET 14 OF 16

C-515 E.S.P.C. PHASE I PERIMETER CONTROL PLAN SHEET 15 OF 16

C-516 E.S.P.C. PHASE I PERIMETER CONTROL PLAN SHEET 16 OF 16

C-521 E.S.P.C. PHASE II INITIAL GRADING PLAN SHEET 1 OF 16

C-522 E.S.P.C. PHASE II INITIAL GRADING PLAN SHEET 2 OF 16

C-523 E.S.P.C. PHASE II INITIAL GRADING PLAN SHEET 3 OF 16

C-524 E.S.P.C. PHASE II INITIAL GRADING PLAN SHEET 4 OF 16

C-525 E.S.P.C. PHASE II INITIAL GRADING PLAN SHEET 5 OF 16

C-526 E.S.P.C. PHASE II INITIAL GRADING PLAN SHEET 6 OF 16

C-527 E.S.P.C. PHASE II INITIAL GRADING PLAN SHEET 7 OF 16

C-528 E.S.P.C. PHASE II INITIAL GRADING PLAN SHEET 8 OF 16

C-529 E.S.P.C. PHASE II INITIAL GRADING PLAN SHEET 9 OF 16

C-530 E.S.P.C. PHASE II INITIAL GRADING PLAN SHEET 10 OF 16

LIST OF DRAWING SHEETS 000115 - 3

Copyright © 2023 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International Treaties. A valid, current MasterSpec license is required for editing or use of this document.

C-531 E.S.P.C. PHASE II INITIAL GRADING PLAN SHEET 11 OF 16

C-532 E.S.P.C. PHASE II INITIAL GRADING PLAN SHEET 12 OF 16

C-533 E.S.P.C. PHASE II INITIAL GRADING PLAN SHEET 13 OF 16

C-534 E.S.P.C. PHASE II INITIAL GRADING PLAN SHEET 14 OF 16

C-535 E.S.P.C. PHASE II INITIAL GRADING PLAN SHEET 15 OF 16

C-536 E.S.P.C. PHASE II INITIAL GRADING PLAN SHEET 16 OF 16

C-541 E.S.P.C. PHASE III FINAL STABILIZATION PLAN SHEET 1 OF 16

C-542 E.S.P.C. PHASE III FINAL STABILIZATION PLAN SHEET 2 OF 16

C-543 E.S.P.C. PHASE III FINAL STABILIZATION PLAN SHEET 3 OF 16

C-544 E.S.P.C. PHASE III FINAL STABILIZATION PLAN SHEET 4 OF 16

C-545 E.S.P.C. PHASE III FINAL STABILIZATION PLAN SHEET 5 OF 16

C-546 E.S.P.C. PHASE III FINAL STABILIZATION PLAN SHEET 6 OF 16

C-547 E.S.P.C. PHASE III FINAL STABILIZATION PLAN SHEET 7 OF 16

C-548 E.S.P.C. PHASE III FINAL STABILIZATION PLAN SHEET 8 OF 16

C-549 E.S.P.C. PHASE III FINAL STABILIZATION PLAN SHEET 9 OF 16

C-550 E.S.P.C. PHASE III FINAL STABILIZATION PLAN SHEET 10 OF 16

C-551 E.S.P.C. PHASE III FINAL STABILIZATION PLAN SHEET 11 OF 16

C-552 E.S.P.C. PHASE III FINAL STABILIZATION PLAN SHEET 12 OF 16

C-553 E.S.P.C. PHASE III FINAL STABILIZATION PLAN SHEET 13 OF 16

C-554 E.S.P.C. PHASE III FINAL STABILIZATION PLAN SHEET 14 OF 16

C-555 E.S.P.C. PHASE III FINAL STABILIZATION PLAN SHEET 15 OF 16

C-556 E.S.P.C. PHASE III FINAL STABILIZATION PLAN SHEET 16 OF 16

C-561 E.S.P.C. NOTES & DETAILS SHEET 1 OF 6

C-562 E.S.P.C. NOTES & DETAILS SHEET 2 OF 6

C-563 E.S.P.C. NOTES & DETAILS SHEET 3 OF 6

C-564 E.S.P.C. NOTES & DETAILS SHEET 4 OF 6

C-565 E.S.P.C. NOTES & DETAILS SHEET 5 OF 6

C-566 E.S.P.C. NOTES & DETAILS SHEET 6 OF 6

C-601 MISCELLANEOUS SITE DETAILS SHEET 1 OF 9

C-602 MISCELLANEOUS SITE DETAILS SHEET 2 OF 9

C-603 MISCELLANEOUS SITE DETAILS SHEET 3 OF 9

C-604 MISCELLANEOUS SITE DETAILS SHEET 4 OF 9

C-605 MISCELLANEOUS SITE DETAILS SHEET 5 OF 9

C-606 MISCELLANEOUS SITE DETAILS SHEET 6 OF 9

C-607 MISCELLANEOUS SITE DETAILS SHEET 7 OF 9

C-608 MISCELLANEOUS SITE DETAILS SHEET 8 OF 9

C-609 MISCELLANEOUS SITE DETAILS SHEET 9 OF 9

C-701 GUARD SHACK & DUMP STATION ENLARGEMENT

C-702 CAMP SITE ENLARGEMENTS 1 OF 4

C-703 CAMP SITE ENLARGEMENTS 2 OF 4

C-704 CAMP SITE ENLARGEMENTS 3 OF 4

C-705 CAMP SITE ENLARGEMENTS 4 OF 4

C-706 BATH HOUSE ENLARGEMENTS

C-801 TRAIL IMPROVEMENTS PLAN

C-802 TRAIL DETAILS SHT. 1 OF 3

C-803 TRAIL DETAILS SHT. 2 OF 3

C-804 TRAIL DETAILS SHT. 3 OF 3

ARCHITECTURAL

G-002 BUILDING INFORMATION / CODE ANALYSIS

A-101 BUILDING 100 - ENTRANCE STATION - FLOOR PLAN, LIFE SAFETY PLAN,

REFLECTED CEILING PLAN & ROOF PLAN

A-102 BUILDING 100 - ENTRANCE STATION - EXTERIOR ELEVATIONS AND

BUILDING SECTIONS

A-201 BUILDINGS 200/300 - CAMPGROUND BATH HOUSE - FLOOR PLAN

LIST OF DRAWING SHEETS 000115 - 4

Copyright © 2023 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International Treaties. A valid, current MasterSpec license is required for editing or use of this document.

A-202 BUILDINGS 200/300 - CAMPGROUND BATH HOUSE - REFLECTED CEILING

PLAN & ROOF PLAN

A-203 BUILDINGS 200/300 - CAMPGROUND BATH HOUSE - EXTERIOR

ELEVATIONS

A-204 BUILDINGS 200/300 - CAMPGROUND BATH HOUSE - BUILDING SECTIONS

A-301 PICNIC PAVILION - ROOF PLAN & DETAILS

A-601 WALL TYPES, WALL SECTIONS & DETAILS

A-602 ROOF DETAILS

A-801 DOOR, WINDOW SCHEDULE, DETAILS

A-901 INTERIOR FINISH SCHEDULE, SPECIFICATIONS, ELEVATIONS

A-902 TOILET ACCESSORIES, TOILET FIXTURES, MOUNTING HEIGHTS,

CASEWORK SECTION

A-903 MISCELLANEOUS DETAILS

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-101 BUILDING 100 - ENTRANCE STATION - FOUNDATION AND SLAB PLAN &

ROOF FRAMING PLAN

S-201 BUILDINGS 200/300 - CAMPGROUND BATH HOUSE - FOUNDATION AND

SLAB PLAN & ROOF FRAMING PLAN

S-301 CONCRETE SECTIONS AND DETAILS

S-401 MASONRY AND WOOD SECTIONS AND DETAILS

S-101-P PICNIC PAVILION FOUNDATION PLAN

S-201-P PICNIC PAVILION ROOF FRAMING PLAN

S-202-P PICNIC PAVILION ELEVATIONS AND SECTIONS

S-203-P PICNIC PAVILION ELEVATIONS AND SECTIONS

S-204-P PICNIC PAVILION ELEVATIONS AND SECTIONS

PLUMBING

P-001 PLUMBING GENERAL NOTES AND LEGEND

P-101 BUILDING 100 ENTRANCE STATION PLUMBING PLANS

P-201 BUILDINGS 200/300 CAMPGROUND BATH HOUSE PLUMBING PLANS

P-301 PLUMBING SCHEDULES

P-401 PLUMBING DETAILS

MECHANICAL

M-001 HVAC GENERAL NOTES & LEGEND

M-101 BUILDING 100 ENTRANCE STATION - HVAC PLAN

M-201 BUILDINGS 200/300 CAMPGROUND BATH HOUSE - HVAC PLAN

M-301 HVAC SCHEDULES

M-401 HVAC DETAILS

ELECTRICAL

E-001 ELECTRICAL NOTES AND SYMBOLS

ES001 ELECTRICAL SITE PLAN SHEET 1 OF 4

ES002 ELECTRICAL SITE PLAN SHEET 2 OF 4

ES003 ELECTRICAL SITE PLAN SHEET 3 OF 4

ES004 ELECTRICAL SITE PLAN SHEET 4 OF 4

E-101 BUILDING 100 - ENTRANCE STATION - LIGHTING AND POWER PLANS

E-102 BUILDING 200/300 - CAMPGROUND BATH HOUSE - LIGHTING AND POWER PLANS

E-601 ELECTRICAL SCHEDULES AND DETAILS

LIST OF DRAWING SHEETS 000115 - 5

Copyright © 2023 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International Treaties. A valid, current MasterSpec license is required for editing or use of this document.

END OF DOCUMENT 000115

Project Manual: Lake Winfield Scott Campground Reconstruction Issue Date: 08/27/2025

SECTION 011000

SUMMARY

PART 1 GENERAL

1.01 PROJECT

A. Project Name: Lake Winfield Scott Campground Reconstruction B. Owner's Name: U.S. Forest Service, Southern Region, Chattahoochee Oconee National Forest C. Project Address: 439 Lake Winfield Scott Road, Suches, GA 30572 D. The Project consists of the construction of replacement bathhouse buildings, water and sanitary sewer utilities (including drain fields), replacement of the entrance station, construction of a new RV dump station, and related campground site work for Lake Winfield Scott Campground.

Demolition of existing structures and abandonment of some utilities is incorporated into the work.

1.02 CONTRACT DESCRIPTION

A. Contract Type: A single prime contract based on a firm, fixed price as described in Section B of the

Contract.

1.03 PHASED CONSTRUCTION

A. Use if there is phasing, list constraints.

1.04 WORK BY OWNER

A. Items noted NIC (Not in Contract) will not be installed by the contractor. Some work may be installed by U.S. Forest Service before Substantial Completion. Items include: N/A

1.05 OWNER OCCUPANCY

A. U.S. Forest Service intends to vacate the site during the entire construction period.

B. U.S. Forest Service intends to continue to occupy adjacent portions of the site during the entire construction period.

C. U.S. Forest Service intends to occupy the Project upon Substantial Completion.

D. Cooperate with U.S. Forest Service to minimize conflict and to facilitate U.S. Forest Service's operations.

E. Schedule the Work to accommodate U.S. Forest Service occupancy.

1.06 CONTRACTOR USE OF SITE AND PREMISES

A. Arrange use of site and premises to allow:

1. Access to the site by FS personnel.

B. Provide access to and from site as required by law and by U.S. Forest Service:

1. Do not obstruct roadways and sidewalks.

C. Existing building spaces may not be used for storage.

D. Utility Outages and Shutdown:

1. Limit disruption of utility services to hours approved by COR at least 48 hours in advance.

2. Prevent accidental disruption of utility services to other facilities.

1.07 CONTRACT DOCUMENT CONVENTIONS

A. Specification Content: The Specifications use certain conventions of style and intended meaning of certain terms, words, and phrasing.

1. The Specifications are written in the future tense of the imperative mood. Streamlined language indicated by a colon (:) means “shall,” “shall be,” or “shall comply with” depending on the context.

2. Unless otherwise stated, the Specification requirements are to be performed by the Contractor.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the work results of all sections of the Specifications.

PART 2 PRODUCTS—NOT USED

PART 3 EXECUTION—NOT USED

END OF SECTION

SECTION 012000

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Procedures for preparation and submittal of applications for progress payments.

B. Documentation of changes in Contract Price and Contract Time.

C. Change procedures.

D. Correlation of Contractor submittals based on changes.

E. Procedures for preparation and submittal of application for final payment.

1.02 RELATED REQUIREMENTS

A. Section 017800 - Closeout Submittals: Project record documents.

1.03 SCHEDULE OF VALUES

A. After Contract Award and before the Construction Kick Off Meeting, submit a Schedule of Values based on the Contract Price Schedule. Breakdown each lump-sum item into component parts of construction work for which progress payments may be requested. The total costs for the component parts of work shall equal the contract line item amount for that lump-sum item. The CO may request data to verify accuracy of dollar values. Include mobilization, general condition costs, overhead and profit in the total dollar value of unit price items and in the component parts of work for each lump-sum item, as described below. Do not include mobilization, general condition costs, general requirement costs, overhead, or profit as a separate item.

B. Do not break down unit price items. Use only the contract line item amount for unit price items.

C. The total cost of all items shall equal the contract sum. The Schedule of Values will form the basis for progress payments.

D. An acceptable Schedule of Values shall be agreed upon by the Contractor and CO before the first progress payment is processed. A cost loaded Project Schedule is not an acceptable substitute for a Schedule of Values.

E. Use Schedule of Values Form: AIA G703 – 1992 in electronic form.

F. Other standard electronic forms will be considered in lieu of standard form specified; submit draft to the Contracting Officer for approval.

G. Forms filled out by hand will not be accepted.

H. Revise schedule to list approved Change Orders, with each Application For Payment.

1.04 APPLICATIONS FOR PROGRESS PAYMENTS

A. Payment Period: Submit at intervals stipulated in the Contract.

B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to COR for approval.

C. Submit an advance copy of each Application for Progress Payment to the CO and COR for review prior to uploading to IPP.

D. Forms filled out by hand will not be accepted.

E. For each item, provide a column for listing each of the following:

1. Item Number.

2. Description of work.

3. Scheduled Values.

4. Previous Applications.

5. Work in Place under this Application.

6. Authorized Change Orders.

7. Total Completed and Stored to Date of Application.

8. Percentage of Completion.

9. Balance to Finish.

10. Retainage.

F. Execute certification by signature of authorized officer.

G. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed.

H. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of work.

I. Include the following with the application:

1. Transmittal letter as specified for submittals in Section 013000.

2. Construction Progress Schedule revised and current as specified in Section 013000.

3. Partial release of liens from major subcontractors and vendors.

J. When the Contracting Officer requires substantiating information, submit data justifying dollar amounts in question. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description.

1.05 MODIFICATION PROCEDURES

A. Submit name of the individual authorized to receive change documents and who will be responsible for informing others in Contractor's employ or subcontractors of changes to Contract Documents to the Contracting Officer.

B. For minor changes not involving an adjustment to the Contract Scope, Contract Price, or Contract Time, the COR will issue instructions directly to Contractor.

C. For other required changes, the Contracting Officer will issue a document instructing Contractor to proceed with the change, for subsequent inclusion in a Change Order.

1. The document will describe the required changes and will designate method of determining any change in Contract Scope, Contract Price, or Contract Time.

2. Promptly execute the change.

D. For changes for which advance pricing is desired, the Contracting Officer will issue a document that includes a detailed description of a proposed change with supplementary or revised drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be considered valid. Contractor shall prepare and submit a fixed price quotation within 7 days.

E. Computation of Change in Contract Price:

1. For change requested by the Government for work falling under a fixed price contract, the amount will be based on Contractor's price quotation.

2. For change requested by Contractor, the amount will be based on the Contractor's request for a Change Order as approved by Contracting Officer.

3. For pre-determined unit prices and quantities, the amount will be based on the fixed unit prices.

F. Substantiation of Costs: Provide full information required for evaluation.

1. Provide the following data:

a. Quantities of products, labor, and equipment.

b. Taxes, insurance, and bonds.

c. Overhead and profit.

d. Justification for any change in Contract Time.

e. Credit for deletions from Contract, similarly documented.

2. Support each claim for additional costs with additional information:

a. Origin and date of claim.

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

c. Time records and wage rates paid.

d. Invoices and receipts for products, equipment, and subcontracts, similarly documented.

G. Execution of Change Orders: The Contracting Officer will issue Change Orders for signatures of parties.

H. After execution of Change Order, promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Price.

I. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

J. Promptly enter changes in Project Record Documents.

1.06 APPLICATION FOR FINAL PAYMENT

A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Price, previous payments, and sum remaining due.

B. Application for Final Payment will not be considered until the following have been accomplished:

1. All closeout procedures specified in Section 017000.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 013000

ADMINISTRATIVE REQUIREMENTS

1.01 PART 1 GENERAL

1.02 SECTION INCLUDES

A. General administrative requirements.

B. Project Management Information System.

C. Preconstruction meeting.

D. Site mobilization meeting.

E. Progress meetings.

F. Construction progress schedule.

G. Progress photographs.

H. Coordination drawings.

I. Submittals for review, information, and project closeout.

J. Number of copies of submittals.

K. Requests for Interpretation (RFI) procedures.

L. Submittal procedures.

1.03 RELATED REQUIREMENTS

A. Section 016000 - Product Requirements: General product requirements.

B. Section 017000 - Execution and Closeout Requirements: Additional coordination requirements.

C. Section 017800 - Closeout Submittals: Project record documents; operation and maintenance data; warranties, and bonds.

1.04 REFERENCE STANDARDS

A. AIA G716 - Request for Information 2004.

B. AIA G810 - Transmittal Letter 2001.

C. CSI/CSC Form 12.1A - Submittal Transmittal Current Edition.

D. CSI/CSC Form 13.2A - Request for Information Current Edition.

1.05 GENERAL ADMINISTRATIVE REQUIREMENTS

A. Comply with requirements of Section 017000 - Execution and Closeout Requirements for coordination of execution of administrative tasks with timing of construction activities.

B. Make the following types of submittals to COR in the PMIS:

1. Requests for Interpretation (RFI).

2. Requests for Substitution.

3. Shop drawings, product data, and samples.

4. Test and inspection reports.

5. Design data.

6. Manufacturer's instructions and field reports.

7. Applications for payment and change order requests.

8. Progress schedules.

9. Coordination drawings.

10. Correction Punch List and Final Correction Punch List for Substantial Completion.

11. Closeout submittals.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 PROJECT MANAGEMENT INFORMATION SYSTEM (PMIS)

A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF, MS Word, or MS Excel) format, as appropriate to the document, and transmitted via an Internet-based submittal service that receives, logs and stores documents, provides electronic stamping and signatures, and notifies addressees via email.

B. Besides submittals for review, information, and closeout, this procedure applies to Requests for Information (RFIs), progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, Contractor's correction punchlist, and any other document any participant wishes to make part of the project record.

C. Contractor and the Government are required to use this service.

D. It is Contractor's responsibility to submit documents in allowable format.

E. Subcontractors, suppliers, the Government, and the Government's consultants are to be permitted to use the service at no extra charge.

F. Users of the service need an email address, internet access, and PDF review software that includes ability to mark up and apply electronic stamps, unless such software capability is provided by the service provider.

G. Paper document transmittals will not be reviewed; emailed electronic documents will not be reviewed.

H. All other specified submittal and document transmission procedures apply, except that electronic document requirements do not apply to samples or color selection charts.

I. PMIS Provider: The Government is presently in the procurement process for a corporate PMIS solution. If the Government-provided PMIS is available at Contract Award, then the Government’s system will be used. If the Government’s PMIS is not available by the start of construction, the Contractor’s system will be used throughout the project life.

J. Training: One, one-hour, web-based training session will be arranged for all participants, with representatives of COR and the Government participating; further training is the responsibility of the user of the service.

K. Project Closeout: The Contracting Officer will determine when to terminate the service for the project and is responsible for obtaining archive copies of files for the Government.

L. The Government intends to use the system to manage the project and provide a common collaboration and interaction platform for all project team members, including Government staff, external partners and cooperators, architecture and engineering consultants, constructors and construction managers, suppliers, and subcontractors.

M. This system will be the USDA Forest Service’s system of record and be used for all infrastructure project and contract management functions. All information will be gathered, stored, routed, and used from within the system.

N. At intervals determined by the Contracting Officer during a project and at individual project closeout, a snapshot in time will be taken and placed into Box, the Forest Service’s electronic file system and serve as the contract file of record.

O. Requirements:

1. External and Internal collaboration tool that can be used by both internal USDA Forest

Service employees and external customers and vendors. Contractor and A-E designers are required to use this service.

2. Ability to track documents and correspondence with a history function or log through all project phases. Examples include, but are not limited to:

a. Design Submittals.

b. Construction Submittals.

c. Requests for Information.

d. Change Requests.

e. Supplemental Instructions.

f. Field Reports.

g. Photos.

h. Contract Documents and Revisions.

i. Backup Materials for Invoices.

3. Master level scheduling that allows a broad overview of project progress. This is for major program and project milestones only. Constructors are responsible for providing detailed construction scheduling.

4. Mobile component for instantaneous communication and ability to make updates and take pictures on job sites using phones or tablets. Mobile apps need to include offline capacity and syncing when the device is near a signal again.

5. Centralized workflow and unlimited file capacity for the documents associated with the workflow.

6. Access to the application is based on role with fine grain permissions as well as separate log-in credentials for each user.

7. Robust and customizable reporting and dashboard features.

8. Audit trails for all actions in the system.

9. On-demand training for the system for all users.

10. Unlimited users.

11. Application will provide for management of user level access control to be administered by

USDA Forest Service project leadership.

12. All data sets created, stored or manipulated by the solution design will be readily available for long term electronic storage and back up as part of official records requirements for government projects.

P. Project Closeout: Contractor will determine when to terminate the service for the project after Substantial Completion and is responsible for providing archive copies of files for the Government prior to Final Completion.

3.02 POST AWARD MEETING

A. The Contracting Officer will schedule a meeting after Contract Award.

B. Attendance Required:

1. Government Team:

a. Contracting Officer.

b. Contracting Officer's Representative.

c. Government’s Project Manager.

d. Local Line Officer or Designated Representative.

2. Contractor Team:

a. Contractor’s Project Manager.

b. Commissioning Agent.

C. Agenda (to be developed and maintained by Contractor):

1. Distribution of Contract Documents.

2. Submission of list of subcontractors, list of products, Schedule of Values, and Construction

Progress Schedule.

3. Submission of initial Submittal schedule.

4. Designation of personnel representing the parties to Contract and U.S. Forest Service.

5. Routing for EDSS.

6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

D. Record Meeting Minutes and upload for approval to the PMIS within two days after meeting.

3.03 PRECONSTRUCTION MEETING

A. Schedule meeting at the Project site prior to Contractor occupancy.

B. Attendance Required:

1. Government Team:

a. Contracting Officer.

b. COR.

c. Government’s Project Manager.

d. Local Line Officer or designee.

2. Contractor Team:

a. Contractor’s Project Manager.

b. Contractor's Superintendent and/or QC Manager.

c. Major subcontractors.

C. Agenda (to be developed and maintained by Contractor):

1. Use of premises by the Government and Contractor.

2. Construction facilities and controls provided by the Government.

3. Temporary utilities provided by the Government.

4. Survey and building layout.

5. Security and housekeeping procedures.

6. Schedules.

7. Application for payment procedures.

8. Procedures for testing.

9. Procedures for maintaining record documents.

10. Requirements for start-up of equipment.

11. Inspection and acceptance of equipment put into service during construction period.

D. Record Meeting Minutes and upload for approval to the PMIS within two days after meeting.

3.04 CONSTRUCTION PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the work at maximum monthly intervals.

B. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

C. Attendance Required:

1. Government Team:

a. Contracting Officer.

b. COR.

c. Government’s Project Manager.

d. Local Line Officer or designee.

2. Contractor Team:

a. Contractor’s Project Manager.

b. Contractor's Superintendent and/or QC Manager.

c. Major subcontractors.

D. Agenda (to be developed and maintained by Contractor):

1. Review minutes of previous meetings.

2. Review of work progress.

3. Field observations, problems, and decisions.

4. Identification of problems that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Review of RFI log and status of responses.

7. Review of off-site fabrication and delivery schedules.

8. Maintenance of progress schedule.

9. Corrective measures to regain projected schedules.

10. Planned progress during succeeding work period.

11. Coordination of projected progress.

12. Maintenance of quality and work standards.

13. Effect of proposed changes on progress schedule and coordination.

14. Other business relating to work.

E. Record Meeting Minutes and upload for approval to the PMIS within two days after meeting.

3.05 PROJECT SCHEDULE

A. General: The Contractor shall provide the Project Schedule after award and before the Preconstruction Meeting. The schedule shall include a summary construction schedule with important milestones included for both phases.

B. Development and Updates: Fully develop the construction portion of the schedule and submit before the Preconstruction meeting or any construction begins. The Project Schedule shall be updated on a monthly basis throughout the entire contract period and until project substantial completion. The status date of each schedule update shall be 10 days before the progress payment request date.

C. Purpose: The purpose of the Project Schedule is to ensure adequate planning, coordination, scheduling, and reporting during construction activities of the Contractor. The Project Schedule will assist the Contractor and the Government in monitoring the progress of the work, evaluating proposed changes, and processing the Contractor's monthly progress payment requests.

D. Schedule Development: The Project Schedule shall cover the entire contract period. The late finish date of the Project Schedule shall be the same date as the established completion date of the contract.

E. The Contractor shall use the Critical Path Method (CPM) with limited use of lead or lag durations between schedule activities. The Contractor's Project Schedule shall consist of procurement activities (including mobilization, submittal, and the fabrication and delivery of key and long-lead procurement items) and construction activities.

F. The Contractor's Project Schedule shall consist of, but not be limited to, the following for each activity:

1. Identify each and every activity number.

2. Concise description of the work represented by the activity (maximum 48 characters). Avoid the use of non-standard abbreviations. The work related to each activity shall be limited to one work trade.

3. Activity duration in whole working days, except for non-construction activities including mobilization, shop drawing and sample submittals, fabrication of materials, delivery of materials and equipment, and concrete curing.

4. In developing the Project Schedule, the Contractor shall be responsible for ensuring that subcontractor work at all tiers, as well as its own work, is included in the Project Schedule.

5. The Project Schedule, as developed, shall show the sequence and interdependence of activities required for complete performance of the work. The Contractor shall be responsible for ensuring all work sequences are logical and the Project Schedule shows a coordinated work plan. Proposed durations assigned to each activity shall be the Contractor's best estimate of time required to complete the activity considering the scope and resources planned for the activity. Resource loading of each activity shall list all personnel by labor category and equipment type and capacity proposed to complete the activity in the duration shown. Include permit requirements and constraints. Seasonal weather conditions shall be considered and included in the planning and scheduling of all work influenced by high or low ambient temperatures, wind and/or precipitation to ensure completion of all work within the contract time.

G. Project Schedule Updates:

1. Monthly Updates: The monthly updating of the Project Schedule shall be an integral part and basic element of the estimate upon which progress payments shall be made under this contract. If, in the judgment of the CO, the Contractor fails or refuses to provide a Schedule of Values and a complete schedule update or revision as specified hereinafter, the Contractor shall be deemed to have not provided the required information upon which the progress payment may be made and shall be subject to retainage of a portion of the payment.

2. Time Impact Analysis for Contract Modifications, Changes, Delays, and Contractor Requests Requirements: When contract modifications or changes are initiated, delays are experienced, or the Contractor desires to revise the Project Schedule, the Contractor shall submit to the CO a written time impact analysis illustrating the influence of each modification, change, delay, or Contractor request on the contract time.

3. Time Extensions: Activity delays shall not automatically mean that an extension of the contract time is warranted or due the Contractor. It is possible that a modification, change, or delay will not affect existing critical activities or cause non-critical activities to become critical.

A modification, change, or delay may result in only absorbing a part of the available total float that may exist within an activity chain of the Project Schedule, thereby not causing any effect on the contract time. Time extensions will be granted in accordance with the terms of the contract.

4. Float: Float is not for the exclusive use or benefit of either the Government or the Contractor.

Extension of the contract time will be granted only to the extent the equitable time adjustments to the activity or activities affected by the modification, change, or delay exceeds the total (positive or zero) float available on a particular activity.

3.06 PROGRESS PHOTOGRAPHS

A. Photography Type: Digital; electronic files.

B. Provide photographs of site and construction throughout progress of work produced by an experienced photographer, acceptable to COR.

C. Photograph all elements and assemblies before enclosure.

D. Digital Photographs: 24 bit color, minimum resolution of 8 megapixels, in JPG format; provide files unaltered by photo editing software.

1. Delivery Medium: Upload to PMIS.

2. File Naming: Include project identification, date and time of view, and view identification.

3. Point of View Sketch: Include digital copy of point of view sketch with each electronic submittal; include point of view identification in each photo file name.

4. PDF File: Assemble all photos into printable pages in PDF format, with 2 to 3 photos per page, each photo labeled with file name; one PDF file per submittal.

3.07 COORDINATION DRAWINGS

A. Provide information required for preparation of coordination drawings.

B. Review drawings prior to submission to COR.

3.08 REQUESTS FOR INTERPRETATION (RFI)

A. Definition: A request seeking one of the following:

1. An interpretation, amplification, or clarification of some requirement of Contract Documents arising from inability to determine from them the exact material, process, or system to be installed; or when the elements of construction are required to occupy the same space (interference); or when an item of work is described differently at more than one place in Contract Documents.

2. A resolution to an issue which has arisen due to field conditions and affects design intent.

B. Whenever possible, request clarifications at the next appropriate project progress meeting, with response entered into meeting minutes, rendering unnecessary the issuance of a formal RFI.

C. Preparation: Prepare an RFI immediately upon discovery of a need for interpretation of Contract

Documents. Failure to submit a RFI in a timely manner is not a legitimate cause for claiming additional costs or delays in execution of the work.

1. Prepare a separate RFI for each specific item.

a. Review, coordinate, and comment on requests originating with subcontractors and/or materials suppliers.

b. Do not forward requests which solely require internal coordination between subcontractors.

2. Prepare in a format and with content acceptable to the Government.

3. Prepare using software provided by the PMIS.

4. Combine RFI and its attachments into a single electronic file. PDF format is preferred.

D. Reason for the RFI: Prior to initiation of an RFI, carefully study all Contract Documents to confirm that information sufficient for their interpretation is definitely not included.

1. Include in each request Contractor's signature attesting to good faith effort to determine from Contract Documents information requiring interpretation.

2. Unacceptable Uses for RFIs: Do not use RFIs to request the following:

a. Approval of submittals (use procedures specified elsewhere in this section).

b. Approval of substitutions (see Section - 016000 - Product Requirements).

c. Changes that entail change in Contract Time and Contract Price (comply with provisions of the Conditions of the Contract).

d. Different methods of performing work than those indicated in the Contract Drawings and

Specifications (comply with provisions of the Conditions of the Contract).

3. Improper RFIs: Requests not prepared in compliance with requirements of this section, and/or missing key information required to render an actionable response. They will be returned without a response.

4. Frivolous RFIs: Requests regarding information that is clearly indicated on, or reasonably inferable from, Contract Documents, with no additional input required to clarify the question.

They will be returned without a response.

E. Content: Include identifiers necessary for tracking the status of each RFI, and information necessary to provide an actionable response.

1. Official Project name and number, and any additional required identifiers established in

Contract Documents.

2. The Contracting Officer's, COR's, and Contractor's names.

3. Discrete and consecutive RFI number, and descriptive subject/title.

4. Issue date, and requested reply date.

5. Reference to particular Contract Document(s) requiring additional information/interpretation.

Identify pertinent drawing and detail number and/or specification section number, title, and paragraph(s).

6. Annotations: Field dimensions and/or description of conditions which have engendered the request.

7. Contractor's suggested resolution: A written and/or a graphic solution, to scale, is required in cases where clarification of coordination issues is involved, for example; routing, clearances, and/or specific locations of work shown diagrammatically in Contract Documents. If applicable, state the likely impact of the suggested resolution on Contract Time or the Contract Sum.

F. Attachments: Include sketches, coordination drawings, descriptions, photos, submittals, and other information necessary to substantiate the reason for the request.

G. RFI Log: Prepare and maintain a tabular log of RFIs for the duration of the project in the PMIS.

1. Indicate current status of every RFI. Update log promptly and on a regular basis.

2. Note dates of when each request is made, and when a response is received.

3. Highlight items requiring priority or expedited response.

4. Highlight items for which a timely response has not been received to date.

5. Identify and include improper or frivolous RFIs.

H. Review Time: COR will respond and return RFIs to Contractor within 15 calendar days of receipt.

For the purpose of establishing the start of the mandated response period, RFIs received after 12:00 noon on a regular working day will be considered as having been received on the following regular working day.

1. Response period may be shortened or lengthened for specific items, subject to mutual agreement, and recorded in a timely manner in progress meeting minutes.

I. Responses: Content of answered RFIs will not constitute in any manner a directive or authorization to perform extra work or delay the project. If in Contractor's belief it is likely to lead to a change to Contract Scope, Contract Price, or Contract Time, promptly issue a notice to this effect, and follow up with an appropriate Change Order request to the Government.

1. Response may include a request for additional information, in which case the original RFI will be deemed as having been answered, and an amended one is to be issued forthwith. Identify the amended RFI with an R suffix to the original number.

2. Do not extend applicability of a response to specific item to encompass other similar conditions, unless specifically so noted in the response.

3. Upon receipt of a response, promptly review and distribute it to all affected parties, and update the RFI Log.

4. Notify COR within seven calendar days if an additional or corrected response is required by submitting an amended version of the original RFI, identified as specified above.

3.09 SUBMITTAL SCHEDULE

A. Submit to COR for review a schedule for submittals in the PMIS.

1. Submit at the same time as the preliminary schedule.

2. Coordinate with Contractor's construction schedule and Schedule of Values.

3. Format schedule to allow tracking of status of submittals throughout duration of construction.

4. Arrange information to include scheduled date for initial submittal, specification number and title, submittal category (for review or for information), description of item of work covered, and role and name of subcontractor.

5. Account for time required for preparation, review, manufacturing, fabrication and delivery when establishing submittal delivery and review deadline dates.

a. For assemblies, equipment, systems comprised of multiple components and/or requiring detailed coordination with other work, allow for additional time to make corrections or revisions to initial submittals, and time for their review.

3.10 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review:

1. Product data.

2. Shop drawings.

3. Samples for selection.

4. Samples for verification.

B. Submit to COR for review for the limited purpose of checking for compliance with information given and the design concept expressed in Contract Documents.

C. Samples will be reviewed for aesthetic, color, or finish selection.

D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 017800 - Closeout Submittals.

3.11 SUBMITTALS FOR INFORMATION

A. When the following are specified in individual sections, submit them for information:

1. Design data.

2. Certificates.

3. Test reports.

4. Inspection reports.

5. Manufacturer's instructions.

6. Manufacturer's field reports.

7. Field engineering daily reports.

8. Other types indicated.

B. Submit for Government’s knowledge.

3.12 SUBMITTALS FOR PROJECT CLOSEOUT

A. Submit Correction Punch List for Substantial Completion.

B. Submit Final Correction Punch List for Substantial Completion.

C. When the following are specified in individual sections, submit them at project closeout in compliance with requirements of Section 017800 - Closeout Submittals:

1. Project record documents.

2. Operation and maintenance data.

3. Warranties.

4. Bonds.

5. Other types as indicated.

D. Submit for the Government's benefit during and after project completion.

3.13 NUMBER OF…