Repair Building 113 Drawings.pdf

PDF 35 MB Posted Jul 21, 2022

Attached to: B113 Solicitation Federal contract opportunity
Solicitation number: W50S98
Issued by: Department of the Army Tennessee Army National Guard

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Written by GovTribe AI · Dec 28, 2023

This solicitation is for repair and maintenance services for Building 113 at the Tennessee Army National Guard. The solicitation number is W50S98 and is seeking either repair of Building 113 or demolition of Buildings 110 and 111 as an option. The issuing agency is the Department of the Army Tennessee Army National Guard. Interested parties should respond to this solicitation for repair and maintenance services or the optional demolition work by the specified deadline. The awarded contract will support maintenance and upkeep of facilities at the Tennessee Army National Guard.

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Other files for this federal contract opportunity

Other files attached to B113 Solicitation, newest first.
File	Type	Posted
OF 1419 Abstract.pdf	PDF	Aug 24, 2022
OF 1419 Abstract.pdf	PDF	Aug 23, 2022
Sign in Sheet - 23 Aug 2022 10am.pdf	PDF	Aug 23, 2022
B 113 As Built Drawings.pdf	PDF	Aug 17, 2022
Demo 110_110 Drawings GC002 003 004 005.pdf	PDF	Aug 17, 2022
BLDG 111 Asbestos Info.pdf	PDF	Aug 17, 2022
05 40 00 Cold-formed Metal Framing 20220805.pdf	PDF	Aug 17, 2022
Demo Drawings CS503-506.pdf	PDF	Aug 17, 2022
W50S98-22-B-000100002.pdf	PDF	Aug 17, 2022
P-601_REVISED.pdf	PDF	Aug 17, 2022
REGISTER-upate 07292022.pdf	PDF	Aug 3, 2022
1190113_TNANG_B113_ELEC-ADDENDUM 1-072622.pdf	PDF	Aug 3, 2022
W50S98-22-B-000100001.pdf	PDF	Aug 3, 2022
1190113_TNANG_B113_FIRE-ADDENDUM 1-072622.pdf	PDF	Aug 3, 2022
28 31 76 - updated.pdf	PDF	Aug 3, 2022
Pre-Bid Sign in Sheet B113.pdf	PDF	Jul 29, 2022
Pre-Bid Slides B113.pdf	PDF	Jul 29, 2022
MTANG Demo 110 and 111 drawings.pdf	PDF	Jul 21, 2022
Repair Building 113 Spec. Volume 2.pdf	PDF	Jul 21, 2022
W50S98-22-B-0001 21 July 2022.pdf	PDF	Jul 21, 2022
Repair Building 113 Spec. Volume 1.pdf	PDF	Jul 21, 2022

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VICINITY MAP

SCALE: N.T.S.

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3500 Parkway Lane, Suite 500 Norcross, GA 30092 Phone (678) 336-7740 Fax (678) 336-7744

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McGHEE TYSON ANG BASE

ALCOA, TENNESSEE

REPAIR BUILDING 113 FOR FUEL CELL

134TH AIR REFUELING WING

W9133L-15-D-0001

100% REVISED

15 MARCH 2022

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PROJECT LOCATIONPROJECT LOCATION

PROJECT #: PSXE152020

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SHEET INDEX

SHEET

NUMBER SHEET NAME

PLUMBING

P-001 PLUMBING GENERAL NOTES, ABBREVIATIONS, AND

LEGENDS

PD101 OVERALL PLUMBING DEMOLITION PLAN

P-101 OVERALL PLUMBING NEW WORK PLAN

P-401 PLUMBING ENLARGED PLANS

P-402 PLUMBING ENLARGED PLANS

P-601 PLUMBING SCHEDULES AND SCHEDULES

P-901 PLUMBING RISER DIAGRAMS

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND ABBREVIATIONS

M-002 MECHANICAL LEGENDS AND HVAC DESIGN CRITERIA

MD101 OVERALL MECHANICAL DEMOLITION PLAN

MD101A MECHANICAL DEMOLITION PLAN - AREA A

MD101B MECHANICAL DEMOLITION PLAN - AREA B

MD101C MECHANICAL DEMOLITION PLAN - AREA C

MD101D MECHANICAL DEMOLITION PLAN - AREA D

M-101 OVERALL MECHANICAL PLAN

M101A MECHANICAL PLAN - AREA A

M101B MECHANICAL PLAN - AREA B

M101C MECHANICAL PLAN - AREA C

M101D MECHANICAL PLAN - AREA D

M-102 MECHANICAL PLAN - LOWER ROOF AND BAY

M-301 MECHANICAL SECTION VIEWS

M-302 MECHANICAL SECTION VIEWS

M-401 MECHANICAL ENLARGED PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-505 MECHANICAL DETAILS

M-506 MECHANICAL DETAILS

M-507 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-701 MECHANICAL CONTROLS

M-702 MECHANICAL CONTROLS

M-703 MECHANICAL CONTROLS

M-704 MECHANICAL CONTROLS

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

E-002 ELECTRICAL LEGEND

ED101 ELECTRICAL DEMOLITION PLAN

E-101 LIGHTING PLAN

E-102 PHOTOMETRIC PLAN

E-103 PHOTOMETRIC PLAN

E-111 POWER PLAN

E-121 MECHANICAL POWER PLAN

E-122 MECHANICAL POWER PLAN - LOWER ROOF AND BAY

E-131 GROUNDING PLAN

E-141 HAZARDOUS CLASSIFICATION PLAN

E-142 HAZARDOUS CLASSIFICATION PLAN ELEVATIONS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-600 ELECTRICAL FEEDER SCHEDULES

E-601 DEMO ELECTRICAL ONE-LINE DIAGRAM

E-602 NEW ELECTRICAL ONE-LINE DIAGRAM

E-603 LUMINAIRE AND MECHANICAL EQUIPMENT

SCHEDULE

E-604 PANELBOARD SCHEDULES

E-605 PANELBOARD SCHEDULES

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-101 LIFE SAFETY PLAN

G-102 BUILDING CODE SUMMARY

CIVIL

C-001 GENERAL CIVIL NOTES, ABBREVIATIONS AND

LEGEND

C-002 FIRE PROTECTION CODE COMPLIANCE SITE PLAN

C-003 HAUL ROUTE

CD-101 DEMOLITION PLAN

C-110 CIVIL SITE AND UTILITY PLAN

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

C-504 CONSTRUCTION DETAILS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 WIND DIAGRAMS

S-004 SCHEDULE OF SPECIAL INSPECTIONS

S-101 FIRST FLOOR PLAN

S-151 ROOF PLAN

S-301 SECTIONS AND DETAILS

S-302 SECTIONS AND DETAILS

S-501 STRUCTURAL DETAILS

S-502 STEEL DETAILS

S-503 MASONRY DETAILS

ARCHITECTURAL

A-001 GENERAL NOTES, ABBREVIATIONS & SYMBOLS

A-002 PARTITION TYPES & DETAILS

AD101 ARCHITECTURAL DEMOLITION PLAN

AD201 EXTERIOR ELEVATION - DEMOLITION

A-101 FIRST FLOOR PLAN

A-111 ENLARGED PLANS & INT. ELEVATION

A-131 REFLECTED CEILING PLAN

A-151 ROOF PLAN

A-201 EXTERIOR ELEVATION & DETAILS

A-301 WALL SECTIONS

A-501 ARCHITECTURAL DETAILS

A-571 ADA MOUNTING HEIGHTS & DETAILS

A-601 DOOR SCHEDULE & DETAILS

A-602 DOOR DETAILS

A-603 HANGAR DOOR DETAILS

A-604 HANGAR DOOR DETAILS

A-605 ENTRANCE SIGN PLANS & DETAILS

INTERIORS

IG101 SIGNAGE PLAN

IG601 SIGNAGE DETAILS &SCHEDULE

I-101 INTERIOR FINISH PLAN

I-601 ROOM FINISH SCHEDULE & GENERAL NOTES

FIRE PROTECTION

F-001 FIRE PROTECTION GENERAL NOTES AND LEGEND

FD101 FIRE PROTECTION DEMOLITION PLAN

F-101 FIRE PROTECTION PLAN

FA001 FIRE ALARM & MASS NOTIFICATION GENERAL NOTES

AND LEGEND

FA101 FIRE ALARM & MASS NOTIFICATION PLAN

FA501 FIRE ALARM & MASS NOTIFICATION DETAILS

REF.REF.REF.REF.

GENERAL LIFE SAFETY SHEET NOTES:

1. DEVICES HAVE BEEN SHOWN; BUT THE CONTRACTOR SHALL ENSURE

THE INSTALLATION OF ALL LIFE SAFETY DEVICES INDICATED ON THE

ENGINEERING DRAWINGS.

2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ANY EXISTING

FIRE RATED WALLS. ANY WORK DONE AROUND EXISTING FIRE RATED

WALLS SHALL BE DONE WITH CARE SO AS NOT TO COMPROMISE THE

RATING'S INTEGRITY. ANY DAMAGE SHALL BE REPAIRED

IMMEDIATELY.

3. CONTRACTOR SHALL FIELD VERIFY HANGAR FLOOR PEDESTRIAN

DOORS ARE 1 HOUR FIRE RATED.

4. THE EXISTING WALLS SEPARATING THE HANGAR BAY

FROM THE OTHER AREAS OF THE BUILDING ARE 1-HOUR RATED.

150 SF

100 100

NEW 1-HR. RATED WALLS

LIFE SAFETY PLAN LEGEND

45'-0"

TRAVEL DISTANCE

EXIT SIGN - SEE ELECT. DWGS.

EGRESS CLEAR WIDTH

CAPACITY/NO. OF OCCUPANTS

EXISTING 1-HR RATED WALLS

ROOM AREA

OCCUPANT LOAD

AREA PER OCCUPANT

36" 100/100

EXISTING WALLS

S ACCESSORY STORAGE AREAS, MECHANICAL

AND EQUIPMENT ROOMS (300 GROSS)

AH AIRCRAFT HANGER (500 GROSS)

AU ASSEMBLY-UNCONCENTRATED

(TABLES & CHAIRS) (15 NET)

BUSINESS (100 GROSS)B

INDUSTRIAL AREAS (100 GROSS)IN

FLOOR AREA ALLOWANCES: FUNCTION

(OCCUPANT LOAD FACTOR)

45 DOOR FIRE RATING INDICATOR

(FIRE-RATING INDICATED IN MINUTES)

LAUNDRY

109A

HANGAR BAY

MECH.

FUEL CELL TANK

MAINTENANCE

UNISEX

MECH.

ACCESSORIES

SUPERVISOR

CORRIDOR

COMM.

MECH.

114A

FUEL CELL

SUPERVISOR

MECH.

102A

MECH.

T D

TD=42'

T D

43500 21284

18100

13100

10100

14100

162178

WELDING SHOP

OFFICE

MACHINE SHOP

BREAK ROOM

UNISEX

CORRIDOR

SUPPLY

CSO OFFICE

COMM.

BREAK ROOM

FUEL CELL OFFICE

CORR.

NOSE BAY

101A

MECH.

CORRIDOR

MEN'S LOCKER

ROOM

JANITOR

MEN'S RESTROOM

WOMEN'S

RESTROOM

WOMEN'S LOCKER

ROOM

TOOL CRIB

CLOSET

BIN

45 45 45

VEST.

ELEC.

UNISEX

T D

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SCALE: 3/32" = 1'-0"A1

LIFE SAFETY PLAN

SCALE: = 1'-0"3/32"

0 8 16 248

BUILDING CODE SUMMARY - TENNESSEE AIR NATIONAL GUARD, McGHEE TYSON ANG BASE - REPAIR BLDG 113 EXIT REQUIREMENTS (PER NFPA 101 LSC):

MINIMUM REQUIRED EGRESS WIDTH: EGRESS COMPONENTS OTHER THAN STAIRS - 0.2" PER OCCUPANT SERVED (NFPA 101 TABLE 7.3.3.1)

EGRESS REQUIRED: 117 OCCUPANTS X 0.2" = 23" EGRESS REQUIRED

EGRESS PROVIDED: 36" EGRESS PROVIDED

EGRESS DOORS: MINIMUM CLEAR WIDTH OF NOT LESS THAN 32 INCHES (NFPA 101 PER 7.2.1.2.3) EXCEPT FOR DOORS SERVING CLOSET SPACES

LESS THAN 10 SQUARE FEET SHALL NOT BE LIMITED BY THE MINIMUM WIDTH.

MINIMUM HEIGHT IS 80 INCHES (NFPA 101 PER 7.1.5)

LOCATION OF EXITS: WHERE TWO EXITS, EXIT ACCESSES, OR EXIST DISCHARGES ARE REQUIRED, THEY SHALL BE LOCATED AT A DISTANCE FROM ONE ANOTHER NOT LESS THAN ONE-HALF** OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED, MEASURED IN A STRAIGHT LINE BETWEEN THE NEAREST EDGE OF THE EXITS, EXIT ACCESSES, OR EXIT DISCHARGES.EXIT DOORS OR

EXIT ACCESS DOORWAYS. (NFPA 101 PER 7.5.1.3.2)**

**PER NFPA 101, 7.5.1.3.3, IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED SUPERVISED AUTOMATIC SPRINKLER SYSTEM, THE MINIMUM SEPARATION DISTANCE BETWEEN TWO EXITS, EXIT ACCESSES, OR EXIT DISCHARGES SHALL BE NO LESS THAN ONE-THIRD THE LENGTH OF THE

MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED.

EXIT CORRIDORS: MINIMUM CORRIDOR WIDTH IS NOT LESS THAN 44 INCHES CLEAR (NFPA 101 PER 39.2.3.2)

MAXIMUM TRAVEL DISTANCE: HANGAR BAY EGRESS - 150 FEET (NFPA 101 PER TABLE A.7.6, AND PER 42.6)

ALL EXITS MUST DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING AT GRADE LEVEL OR PROVIDE DIRECT ACCESS TO GRADE (NFPA 101, 7.7.1)

MAXIMUM COMMON PATH OF TRAVEL: OCCUPANCY GROUP, (S-1) STORAGE; WITH SPRINKLER SYSTEM - 100 FEET (NFPA 101 PER TABLE A.7.6)

MAXIMUM DEAD-END CORRIDOR: OCCUPANCY GROUP, (S-1) STORAGE; WITH SPRINKLER SYSTEM - 50 FEET (NFPA 101 PER TABLE A.7.6)

MINIMUM NUMBER OF PLUMBING FIXTURES: IBC, TABLE 2902.1

TOTAL OCCUPANTS: 254 ACTUAL OCCUPANTS (BOTH MEN & WOMEN)

WATER CLOSET:

LAVATORIES:

DRINKING FOUNTAIN:

OTHER:

PLUMBING FIXTURE COUNT:

PROJECT

TNANG AIR NATIONAL GUARD, McGHEE TYSON ANG BASE.

RENOVATION AND REPAIR - HANGAR BUILDING B113

SCOPE

PROJECT PROVIDES FOR THE RENOVATION AND REPAIR OF HANGAR BUILDING 113 FOR A FUEL CELL HANGAR.

NUMBER OF LEVELS: 1 (EXISTING)

GROSS AREA: 36,908 SF (EXISTING)

TOTAL HEIGHT: VARIES. RANGES FROM: 12'-0" - 50'-4" (EXISTING)

LIST OF APPLICABLE CODES:

INTERNATIONAL CODE COUNCIL (ICC), INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION UNIFIED FACILITIES CRITERIA (UFC) 1-200-01, GENERAL BUILDING REQUIREMENTS –20 JUNE 2016 UNIFIED FACILITIES CRITERIA (UFC) 3-420-01, PLUMBING SYSTEMS - 25 OCTOBER 2004, INCL. CHANGE 10, 26 OCTOBER 2015 UNIFIED FACILITIES CRITERIA (UFC) 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES – 8 AUGUST 2016 UFC 3-601-02, OPERATIONS AND MAINTENANCE: INSPECTION, TESTING, AND MAINTENANCE OF FIRE PROTECTION SYSTEMS – 8

SEPTEMBER 2010

UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARD FOR BUILDINGS, 9 FEBRUARY 2012

UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION SYSTEMS – CHANGE 1, JANUARY 2010

UFC 4-211-01, AIRCRAFT MAINTENANCE HANGARS, 13 APRIL 2017 - CHANGE 1, NOVEMBER 2017

NFPA 1, FIRE CODE – 2015 EDITION

NFPA 101, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), LIFE SAFETY CODE, 2015 EDITION

NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS – 2013 EDITION

NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS – 2016 EDITION

NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS, 2013 EDITION

NFPA 70, NATIONAL ELECTRICAL CODE, 2017 EDITION

NFPA 72, FIRE ALARM AND SIGNALING CODE, 2016 EDITION

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATION SYSTEMS, 2012 EDITION NFPA 241, SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS – 2013 EDITION

ABA - ARCHITECTURAL BARRIERS ACT FOR FEDERAL FACILITIES

OCCUPANCY CLASSIFICATION:

THIS BUILDING IS CLASSIFIED AS A MIXED USE NONSEPERATED OCCUPANCY IN THE INTERNATIONAL BUILDING CODE.

PRIMARY OCCUPANCY: MODERATE-HAZARD STORAGE, GROUP S-1 - AIRCRAFT HANGAR (STORAGE & REPAIR) (SEC 311.2), BUSINESS

GROUP B, BUSINESS AREAS ARE AN ACCESSORY OCCUPANCY (SEC 304.1) F-1 (306.1),

TYPE OF CONSTRUCTION: IBC, TABLE 503; SECTION 504

TYPE IIB WITH AUTOMATIC FIRE SPRINKLER SYSTEM

FIRE RESISTIVE RATINGS: IBC, TABLE 601; SECTION 602.2

STRUCTURAL FRAME

EXT. BEARING WALLS

INT. BEARING WALLS

INT. NON-BEARING WALLS AND PARTITIONS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

ALLOWABLE HEIGHT:

STORAGE (S-1) (MOST RESTRICTIVE)

55'-0" + 20'-0" FOR AUTOMATIC SPRINKLER INCREASE = 75FT/ 3 STORIES (AS PER IBC 504.3)

ALLOWABLE AREA:

STORAGE (S-1) (MOST RESTRICTIVE)

BASED ON IBC TABLE 506.2 - (S-1) 52,500 SF/FLR

OCCUPANCY TYPE: MIN. OCCUPANT LOAD: FLOOR AREA/OCC.: OCCUPANT LOAD:

HANGAR BAY 101 - (AH) 1 OCCUPANT PER 500 SQUARE FEET 21,284 S.F. /500 43 OCCUPANTS

NOSE BAY 101A - (AH) 1 OCCUPANT PER 500 SQUARE FEET 594 S.F. /500 2 OCCUPANTS

TOOL CRIB 102 - (S) 1 OCCUPANT PER 500 SQUARE FEET 762 S.F. /500 2 OCCUPANTS

MECH. 102A - (S) 1 OCCUPANT PER 300 SQUARE FEET 50 S.F. /300 1 OCCUPANTS

MECH. 103 - (S) 1 OCCUPANT PER 300 SQUARE FEET 967 S.F. /300 4 OCCUPANTS

JANITOR 108 - (S) 1 OCCUPANT PER 500 SQUARE FEET 25 S.F. /500 1 OCCUPANTS

FUEL CELL OFFICE 111 - (AU) 1 OCCUPANT PER 15 SQUARE FEET 1,133 S.F. /15 76 OCCUPANTS FUEL CELL SUPER 113 - (B) 1 OCCUPANT PER 100 SQUARE FEET 309 S.F. /100 3 OCCUPANTS

MECH. 114A - (S) 1 OCCUPANT PER 300 SQUARE FEET 77 S.F. /300 1 OCCUPANTS

BREAK ROOM 115 - (AU) 1 OCCUPANT PER 15 SQUARE FEET 722 S.F. /15 48 OCCUPANTS

COMM. 116 - (S) 1 OCCUPANT PER 500 SQUARE FEET 44 S.F. /500 1 OCCUPANTS

COMM. 117 - (S) 1 OCCUPANT PER 500 SQUARE FEET 117 S.F. /500 1 OCCUPANTS

ACCESSORIES SUPER 118 - (B) 1 OCCUPANT PER 100 SQUARE FEET 391 S.F. /100 4 OCCUPANTS

MECH. 120 - (S) 1 OCCUPANT PER 300 SQUARE FEET 96 S.F. /300 1 OCCUPANTS

CSO OFFICE 121 - (B) 1 OCCUPANT PER 100 SQUARE FEET 146 S.F. /100 2 OCCUPANTS

SUPPLY 122 - (B) 1 OCCUPANT PER 100 SQUARE FEET 531 S.F. /100 5 OCCUPANTS

FUEL CELL TANK

MAINTENANCE 126 - (IN) 1 OCCUPANT PER 100 SQUARE FEET 1,368 S.F. /100 14 OCCUPANTS

MECH. 128 - (S) 1 OCCUPANT PER 300 SQUARE FEET 153 S.F. /300 1 OCCUPANTS

COMP. TRAINING 129 - (B) 1 OCCUPANT PER 100 SQUARE FEET 170 S.F. /100 2 OCCUPANTS

ROOM 130 - (IN) 1 OCCUPANT PER 100 SQUARE FEET 1,735 S.F. /100 18 OCCUPANTS

ROOM 130A - (IN) 1 OCCUPANT PER 100 SQUARE FEET 982 S.F. /100 10 OCCUPANTS

OFFICE 131 - (B) 1 OCCUPANT PER 100 SQUARE FEET 181 S.F. /100 2 OCCUPANTS

OFFICE 132 - (B) 1 OCCUPANT PER 100 SQUARE FEET 163 S.F. /100 2 OCCUPANTS

ROOM 133 - (IN) 1 OCCUPANT PER 100 SQUARE FEET 546 S.F. /100 6 OCCUPANTS

MECH. 134 - (S) 1 OCCUPANT PER 300 SQUARE FEET 979 S.F. /300 3 OCCUPANTS

VEST. 135 - (B) 1 OCCUPANT PER 100 SQUARE FEET 112 S.F. /100 1 OCCUPANTS

STORAGE, S-1:

MALE: 1 FIXTURE PER 100

FEMALE: 1 FIXTURE PER 100

NUMBER OF WATER CLOSETS PROVIDED = 8

NUMBER OF URINALS PROVIDED = 6

STORAGE, S-1:

MALE: 1 FIXTURE PER 100

FEMALE: 1 FIXTURE PER 100

NUMBER OF LAVATORIES PROVIDED = 8

STORAGE, S-1:

1 FIXTURE PER 1,000 1

NUMBER OF WATER COOLERS PROVIDED = 1

STORAGE, S-1:

1 SERVICE SINK

NUMBER OF SERVICE SINKS PROVIDED = 1

0 HR.

TOTAL: 33,622 S.F. 254 OCCUPANTS

OCCUPANCY LEGEND:

(AH) - AIR HANGAR, (AU) - ASSEMBLY - UNCONCENTRATED, (B) - BUSINESS, (IN) - INDUSTRIAL AREAS,

(S) - ACCESSORY STORAGE AREAS, MECHANICAL AND EQUIPMENT ROOMS

OCCUPANT LOADS: (NFPA 101 PER TABLE 7.3.1.2)

1 2 3 4 5

SHEET ID

P a rk w a y L a n e

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GENERAL NOTES

1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY,

STATE, AND FEDERAL REGULATIONS APPLICABLE TO

CONSTRUCTION OF THIS SITE.

ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION

SHALL BE IN STRICT ACCORDANCE WITH THE MINIMUM

ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY

THE U.S. AIR NATIONAL GUARD (ANG). SUBSTITUTIONS AND

DEVIATION FROM PLANS AND SPECIFICATIONS SHALL BE

PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED

BY THE CONTRACTING OFFICER (KO). ALL DIMENSIONS ARE

TAKEN FROM/TO FENCE LINES, CENTERLINE OF UTILITY,

CENTER OF MANHOLE OR CATCH BASIN, CENTERLINE OF ROAD,

FACE OF BUILDING, FACE OF CURB, FACE OF WALL, OR

CENTERLINE OF STRIPING UNLESS OTHERWISE NOTED.

EXISTING CONDITIONS SHOWN ARE BASED UPON GOOGLE

EARTH INFORMATION AND BASE PROVIDED GIS INFORMATION.

ALL EXISTING UTILITY INFORMATION SHOULD BE CONSIDERED

APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR

PRIOR TO CONSTRUCTION OR ORDERING MATERIALS.

ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE PROVIDED, INSTALLED, AND MAINTAINED AS SHOWN

WITHIN THESE CONSTRUCTION DOCUMENTS.

6. CONTRACTOR TO MOVE ALL CONSTRUCTION DEBRIS OFF THE

AIR NATIONAL GUARD BASE PROPERTY AND DISPOSE DEBRIS

AT A LEGAL, PERMITTED LANDFILL CONSISTENT WITH ALL

LOCAL, STATE, AND FEDERAL REQUIREMENTS.

7. NO BURNING IS ALLOWED ON AIR RESERVE BASE PROPERTY.

8. CONTRACTOR TO ENSURE ALL EXISTING TOPS OF MANHOLES

AND VALVE BOXES ARE RAISED OR LOWERED TO BE FLUSH

WITH FINISHED GRADES, UNLESS NOTED OTHERWISE.

9. ALL NEW PAVEMENT AND SIDEWALKS SHALL BE CONSTRUCTED

FLUSH WITH EXISTING, WITH NO PONDING OF STORMWATER,

UNLESS NOTED OTHERWISE.

10. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO

ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND

TO DRAINAGE STRUCTURES OR DITCHES. NATURAL FLOW OF

SURROUNDING WATERS SHALL NOT BE DISTURBED DURING

CONSTRUCTION, UNLESS SHOWN OTHERWISE.

11. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS,

COORDINATES, AND DIMENSIONAL INFORMATION PRIOR TO

CONSTRUCTION. THE CONTRACTOR SHALL BRING ALL

DISCREPANCIES TO THE ATTENTION OF THE COR PRIOR TO

STARTING CONSTRUCTION.

12. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN

ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES" (MUTCD), LATEST EDITION.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING INSTALLATION OF ALL NEW UTILITIES WITH

THOSE THAT ARE EXISTING. IF EXISTING UTILITIES ARE IN

CONFLICT WITH NEW UTILITIES, THE SITE CONTRACTOR SHALL

NOTIFY THE COR BEFORE PROCEEDING WITH CONSTRUCTION.

14. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE

STOCKPILED IN AN APPROVED AREA DURING CONSTRUCTION.

EXCESS OR UNUSABLE TOPSOIL SHALL BE DISPOSED OF

OFF-SITE IN A MANNER THAT IS LEGAL AND CONSISTENT WITH

ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

15. THE LOCATION OF ALL EXISTING UTILITIES AND STORM

DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED

FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR

THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER

ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO

THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS

UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR

ANY RELOCATION OF THESE UTILITIES WITH THE COR OF THE

UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN

CROSSING UNDERGROUND UTILITIES, WHETHER SHOWN ON

THE PLAN OR LOCATED BY THE UTILITY COMPANY. ALL

UTILITIES WHICH INTERFERE WITH THE PROPOSED

CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF

THE CONTRACTING OFFICER'S REPRESENTATIVE (COR). ANY

FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE

BORNE BY THE CONTRACTOR IN ACCORDANCE WITH

RESPECTIVE UTILITY COMPANY STANDARDS. THE

CONTRACTOR SHALL COORDINATE DISCONNECTION OF

EXISTING UTILITIES WITH THE APPROPRIATE UTILITY PROVIDER.

16. UTILITIES INDICATED SHALL BE CONSTRUCTED IN

ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE

SPECIFICATIONS. GRADING SHALL BE AS INDICATED, AND

SHALL PRODUCE A FINISHED SURFACE WITH NO PONDING OF

WATER, READY TO RECEIVE PLANTING MATERIALS OR

GRASSING.

17. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN

HAND BEFORE BEGINNING ANY CONSTRUCTION. NO

CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN

UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY

OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND

ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES,

STOP WORK ORDERS OR ADDITIONAL WORK RESULTING FROM

THE CONTRACTOR BEING IN VIOLATION OF THE ABOVE

REQUIREMENTS, SHALL BE FULLY BORNE BY THE

CONTRACTOR.

18. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE

ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY

WITH ALL EROSION, SEDIMENTATION AND POLLUTION CONTROL

AND STORMWATER POLLUTION PREVENTION REQUIREMENTS

CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS,

AND PERMITS.

19. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT

PART OF THIS PROJECT, SHALL BE RETURNED TO ORIGINAL OR

BETTER CONDITION PRIOR TO THE COMPLETION OF THE

PROJECT AS DETERMINED BY THE COR.

20. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE,

TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS

SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS

ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND

SAFETY PRECAUTIONS AS REQUIRED BY THE APPLICABLE

REGULATORY AGENCY.

21. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING,

SHORING AND TEMPORARY SUPPORTS, ETC. ARE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

22. PROTECT ALL EXISTING FEATURES AND EXISTING

LANDSCAPING THAT WILL REMAIN. ANY ITEM DAMAGED DURING

THE PERFORMANCE OF THE WORK WILL BE RESTORED TO

ORIGINAL CONDITION, OR REPLACED WITH NEW AT THE

CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE

PRECAUTIONS TO AVOID OVERLOADING PAVEMENTS WHICH

WILL REMAIN.

23. EACH SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

24. SHEET KEYNOTES ON THE PLANS ARE SPECIFIC TO THAT

SHEET ONLY. MISSING SEQUENTIAL NUMBERS DO NOT APPLY

TO THAT SHEET.

CIVIL DEMOLITION NOTES

1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS

ENTIRETY. RESTORE GRADES AND SURFACE IMPROVEMENTS

TO MATCH EXISTING CONDITIONS OR PER REQUIREMENTS OF

NEW WORK, WHICHEVER IS APPLICABLE.

2. EROSION AND SEDIMENTATION CONTROL MEASURES AND

TEMPORARY CONSTRUCTION FENCING SHALL BE IN PLACE

PRIOR TO COMMENCEMENT OF DEMOLITION WORK.

3. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL NETWORK

OUTSIDE LIMITS OF DEMOLITION PRIOR TO COMMENCEMENT

OF WORK. THIS WORK MUST BE PERFORMED BY LICENSED &

REGISTERED TENNESSEE LAND SURVEYOR.

4. ALL DEMOLITION WORK SHALL BE COORDINATED WITH

CONTRACTOR'S SCHEDULE AND LOGISTICS PLAN (APPROVED

BY COR) PRIOR TO WORK.

CIVIL SITE NOTES

1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL

NECESSARY BARRICADES AROUND THE WORK AND PROVIDE

PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION.

2. ALL BUILDING DIMENSIONS SHALL BE VERIFIED AND

COORDINATED WITH THE ARCHITECTURAL PLANS.

3. PAVEMENT MARKINGS, INCLUDING ANY STANDARD HANDICAP

SYMBOLS, PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE

PAINTED ON PAVEMENT AT LOCATIONS SHOWN.

4. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT TDOT

AND MUTCD STANDARDS AND SPECIFICATIONS.

GRADING AND DRAINAGE NOTES

1. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO

PREVENT SATURATION OF EXPOSED SOILS IN CASE OF SUDDEN

RAINS, AND FOR ALL FINISHED GRADING. CONTRACTOR SHALL

LOCATE ALL EXISTING UTILITIES PRIOR TO ANY EXCAVATION.

2. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND

SEDIMENT CONTROL MEASURES PRIOR TO ANY SITE CLEARING

OR EXCAVATION. CONTRACTOR SHALL INSPECT ALL SEDIMENT

AND EROSION CONTROL MEASURES DAILY AND DURING

PROLONGED PERIODS OF CONTINUOUS RAINFALL EVENTS TO

ENSURE THAT ALL CONTROLS ARE FUNCTIONING PROPERLY.

DAMAGED CONTROLS SHALL BE REPLACED BY THE END OF THE

WORKDAY.

3. ALL BACKFILL AND FILL MATERIAL SHALL BE FREE OF ORGANIC

MATTER AND WASTE.

4. THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL

FENCING FROM THE SITE PRIOR TO FINAL PROJECT

ACCEPTANCE, AND SHALL SMOOTH THE GROUND SURFACE

WHERE THE FENCE WAS REMOVED THEN MULCH OR SEED &

STRAW (SEASON APPROPRIATE GRASS) THE RESTORED

SURFACE AS SUNLIGHT CONDITIONS WARRANT.

5. CONTRACTOR SHALL MARK, PRESERVE AND PROTECT ALL

SURVEY BENCHMARKS. IF BENCHMARK MUST BE DEMOLISHED

FOR CONSTRUCTION, CONTRACTOR SHALL RELOCATE

BENCHMARK AND PROVIDE NEW DATA ON AS-BUlLTS.

6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER (SEE

PLANS).

7. ALL SPOT ELEVATIONS NOTED ARE FINISH GRADE.

ABBREVIATIONS

@ AT

& AND

Ø DIAMETER

APPR APPROVED

APPROX APPROXIMATELY

BLDG BUILDING

BM BENCHMARK

BOT BOTTOM

CL CENTERLINE

CF CUBIC FEET

CONC CONCRETE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

DI DROP INLET

DIA DIAMETER

DB DUCTBANK

DIP DUCTILE IRON PIPE

DS DOWNSPOUT

E EASTING

EG EXISTING GRADE

ELEV ELEVATION

EP EDGE OF PAVEMENT

ESMT EASEMENT

EX EXISTING

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FT FEET

GAB GRADED AGGREGATE BASE

GIS GEOGRAPHIC INFORMATION SYSTEM

HDPE HIGH DENSITY POLYETHYLENE PIPE

HORZ HORIZONTAL

HT HEIGHT

HW HEADWALL

IBW INSIDE BOTTOM OF WALL

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH

INC INCORPORATED

INV INVERT

IPF IRON PIN FOUND

IPS IRON PIN SET

JB JUNCTION BOX

LF LINEAR FEET

LOD LIMITS OF DISTURBANCE

LP LIGHTING PROTECTION

MAX MAXIMUM

M.E. MATCH ELEVATION

MECH MECHANICAL

MES MITERED END SECTION

MIN MINIMUM

MON MONUMENT

N NORTHING

N/F NOW OR FORMERLY

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OWS OIL/WATER SEPARATOR

PIV POST INDICTOR VALVE

POL PETROLEUMS, OILS, AND LUBRICANTS

PROP PROPOSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

QC QUALITY CONTROL

RCP REINFORCED CONCRETE PIPE

R/W RIGHT OF WAY

SD STORM DRAIN

SF SQUARE FEET

SPEC SPECIFICATIONS

SQ SQUARE

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

STD STANDARD

TBM TEMPORARY BENCHMARK

TYP TYPICAL

VERT VERTICAL

WM WATER METER

WV WATER VALVE

WWF WELDED WIRE FABRIC

W/ WITH

W/C WATER TO CEMENT

YR YEAR

LODLOD

W W

SHEET NAMING CONVENTION

C-001

2 DIGIT SEQUENTIAL # (01-99)

(FIRST DIGIT INDICATES PLAN

TYPE. SECOND DIGIT INDICATES

FLOOR)

1 DIGIT SHEET TYPE DESIGNATOR

0 - GENERAL

1 - PLANS

2 - ELEVATIONS

3 - SECTIONS

4 - ENLARGED PLANS

5 - DETAILS

6 - SCHEDULES AND DIAGRAMS

7 - VARIES

8 - VARIES

9 - 3D VIEWS (ISO, PERSPECTIVES)

2 DIGIT DESCIPLINE

DESIGNATOR

(IF ONLY ONE LETTER IS

USED, THE SECOND

LETTER IS REPLACED

WITH A DASH "-" AS A

PLACEHOLDER)**

LEGEND

DESCRIPTION EXISTING PROPOSED

BOLLARD N/A

FENCE N/A

LIMITS OF DISTURBANCE N/A

FIRE HYDRANT N/A

SLOPE N/A N/A

PAVEMENT PATCH N/A

WATER LINE

STORM PIPE N/A

SILT FENCE N/A

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C-001

BASE ACCESS NOTES

1. CONSTRUCTION ACTIVITIES REQUIRE CONTRACTORS TO

GAIN ACCESS TO THE INSTALLATION USING ONE OF THE

FOLLOWING METHODS:

1.1. CONTRACTOR BADGING - REQUIRED FOR ACCESS > 72

HOURS. COMPLETE CONTRACTOR/VENDOR/STATE!

EMPLOYEE ID BADGE APPLICATION (134ARW FORM 5).!

NAME OF SUPERVISOR/EMPLOYER IS A SUPERVISING!

REPRESENTATIVE OF THE GENERAL CONTRACTOR.!

NAME OF SPONSOR IS A REPRESENTATIVE FROM BASE!

CIVIL ENGINEERING WORK CONTROL. TAKE COMPLETED!

FORM 5 TO SECURITY FORCES (BLDG 120) BETWEEN THE!

HOURS OF 0800-1600 ON MONDAY THRU FRIDAY FOR!

PRODUCTION OF PHOTO ID BADGE. FOR FURTHER!

DETAILS CONTACT SECURITY FORCES AT (865) 336-3276.!

ONE DAY VISITOR PASS IS REQUIRED TO GAIN ACCESS!

FOR BADGING.

1.2. FULL-TIME MILITARY ESCORT (LIMITED AVAILABILITY) -

CONTACT COR TO SCHEDULE AN ESCORT. PROVIDE

NAME, COMPANY NAME, DRIVER'S LICENSE, AND

REASON FOR ESCORT. ARRIVE AT FRONT GATE, AS

SCHEDULED, AND WAIT FOR GUARD TO VERIFY. MEET

WITH ESCORT.

1.3. VISITOR PASSES - REQUEST FOR PASS MUST BE

SUBMITTED TO COR 72 HOURS IN ADVANCE OF ARRIVAL.

VALID DRIVERS LICENSE, VEHICLE REGISTRATION, AND

NAME OF BASE CIVIL ENGINEERING REPRESENTATIVE

REQUIRED AT FRONT GATE. SCHEDULE 15 MINUTES

MINIMUM FOR BACKGROUND CHECK AT FRONT GATE.

2. ALL DELIVERIES AND DAY TO DAY CONSTRUCTION TRAFFIC

SHALL USE FRONT GATE ENTRANCE LOCATED OFF OF AIR

BASE ROAD.

3. ALL CONTRACT WORKERS DRIVING ON BASE SHALL HAVE

VALID DRIVER LICENSE, VEHICLE REGISTRATION AND

PROOF OF INSURANCE.

4. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL

WITH THE CONTRACTING OFFICER'S REPRESENTATIVE

(COR).

5. CONTRACTOR PARKING SHALL BE COORDINATED WITH THE

COR.

6. CONTRACTOR SHALL PROTECT EXISTING ROADWAY AND

PARKING LOTS AND REPAIR AS REQUIRED BY THE COR.

7. CONTRACTOR MATERIAL STAGING SHALL BE LIMITED TO

THE DESIGNATED AREA UNLESS OTHERWISE APPROVED BY

COR.

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GENERAL NOTES:

1. REFER TO C-001 FOR GENERAL CIVIL NOTES,

ABBREVIATIONS, AND LEGEND.

2. KEYNOTES INDICATED WITH .

3. BACKGROUND INFORMATION IS TAKEN FROM BASE

PROVIDED GIS INFORMATION. CONTRACTOR TO VERIFY

INFORMATION PRIOR TO CONSTRUCTION.

4. THIS PLAN HAS BEEN CREATED TO SHOW COMPLIANCE WITH

UFC 3-600-01 "FIRE PROTECTION ENGINEERING FOR

FACILITIES" SECTION 1-7.2.4.2.

5. THE FOLLOWING ITEMS AS INDICATED IN UFC 3-600-01

SECTION 1-7.2.4.2 CODE COMPLIANCE SITE PLAN ARE NOT

APPLICABLE TO THIS PROJECT:

-LINE OF ENCROACHMENT IDENTIFYING PROPERTY LINES

· FACILITY IS LOCATED WITHIN MCGHEE TYSON AIR

NATIONAL GUARD BASE.

-BUILDING PERIMETER USED FOR FRONTAGE INCREASE

· FACILITY IS WITHIN THE ALLOWABLE AREA WITHOUT A

FRONTAGE INCREASE.

-HAZARDOUS MATERIAL SPILL CONTAINMENT TANKS

· NO HAZARDOUS MATERIAL SPILL CONTAINMENT TANKS

PRESENT AT THIS FACILITY.

-ANTI-TERRORISM/FORCE PROTECTION (ATFP) MEASURES

· NO ATFP MEASURES PRESENT AT THIS FACILITY.

-BACKFLOW PREVENTION ASSEMBLY

· BACKFLOW PREVENTION LOCATED INSIDE FIRE PUMP

ROOM.

HANGAR BUILDING 113

(PROJECT LOCATION)

AIR NATIONAL

GUARD FIRE

DEPARTMENT

FIRE DEPARTMENT ACCESS

SCALE: N.T.S.

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C-002

HANGAR BUILDING 113

KEY # KEYNOTE DESCRIPTION

FIRE DEPARTMENT ACCESS WITHIN 33' OF

BUILDING

2 FIRE LANE APPROACH

INTENDED FIRE DEPARTMENT MAIN

ENTRANCE.

4 FIRE DEPARTMENT CONNECTION

5 FIRE HYDRANT.

6 FIRE PUMP ROOM.

7 FIRE AND DOMESTIC WATER TANK.

KEYNOTES

SCALE: 1" = 20'

0 20' 40' 60'10'

FIRE PROTECTION CODE COMPLIANCE SITE PLAN

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C-003

HAUL ROUTE

BASE MAIN ENTRANCE

HANGAR BUILDING 113

DEMOLISH ASPHALT PAVEMENT

CONSTRUCTION FENCE

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LEGEND

GENERAL NOTES:

1. SEE SHEET C-001 FOR GENERAL CIVIL NOTES, ABBREVIATIONS,

AND LEGEND.

2. KEYNOTES INDICATED WITH .

3. BACKGROUND INFORMATION PROVIDED BY THE OWNER BASED

ON AS-BUILT INFORMATION FROM C2RL, INC. ENGINEERS

DATED 03/01/2018.

KEY # KEYNOTE DESCRIPTION

EXISTING HANGAR DOOR TO BE

REFURBISHED. REFER TO ARCHITECTURAL

PLANS FOR ADDITIONAL INFORMAITON.

EXISTING EXTERIOR APRON PAVEMENT TO

REMAIN.

3 EXISTING FLIGHT LINE FENCE.

4 DEMOLISH EXISTING PERSONNEL GATE.

CLEANLY SAWCUT AND DEMOLISH

ASPHALT PAVEMENT.

PROVIDE TEMPORARY CONSTRUCTION

FENCING WITH STANDS AROUND FACILITY,

AS DELINEATED. COORDINATE WITH COR

ON FINAL LOCATION OF TEMPORARY

FENCING PRIOR TO CONSTRUCTION.

PROVIDE SILT FENCE PRIOR TO

COMMENCEMENT OF CONSTRUCTION. (SEE

DETAIL A1/C-504)

DEMOLISH EXISTING 6'-HIGH FENCE FABRIC.

CONTRACTOR TO ENSURE CONTINUITY OF

AIRFIELD PERIMETER SECURITY FENCE

DURING CONSTRUCTION.

KEYNOTES

SCALE: 1" = 20'

0 20' 40' 60'10'

DEMOLITION PLAN

C O

~50'

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SANITARY SEWER A PROFILE

HORZ. SCALE 1"= 20'

VERT. SCALE 1"= 5'

0+00

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20LF @ 1.00%

6" P

7LF @

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4LF @ 1.00%

HANGAR BUILDING 113

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C-110

CIVIL SITE AND UTILITY PLAN

GENERAL NOTES:

1. SEE SHEET C-001 FOR GENERAL CIVIL NOTES, ABBREVIATIONS,

AND LEGEND.

2. KEYNOTES INDICATED WITH .

3. BACKGROUND INFORMATION PROVIDED BY THE OWNER BASED

ON AS-BUILT INFORMATION FROM C2RL, INC. ENGINEERS

DATED 03/01/2018.

4. CONTRACTOR TO PROVIDE THRUST BLOCKING ON ALL

HORITZONTAL AND VERTICAL BENDS,TEES, AND WYES IN

ACCORDANE WITH DETAIL B1/C-501.

KEY # KEYNOTE DESCRIPTION

12" X 6" TAPPING SLEEVE AND VALVE. (SEE DETAIL A4/C-501)

6" C900 PVC WATER LINE.

FIRE HYDRANT ASSEMBLY. (SEE DETAIL C3/C-501) CONTRACTOR TO

PROVIDE HYDRANT NUMBER ON HYDRANT IN WHITE STENCIL.

COORDINATE WITH COR REGARDING HYDRANT NUMBER.

PIPE BOLLARD (SEE DETAIL A2/C-501). PROVIDE SPACING AROUND FIRE

HYDRANT PER DETAIL A3/C-501.

ASPHALT PAVEMENT PATCH. (SEE DETAIL A1/C-501)

RESTRIPE PAVEMENT TO MATCH EXISTING STRIPING PATTERN.

NORTH PERSONNEL GATE. (SEE DETAIL A1/C-502)

SOUTH PERSONNEL GATE. (SEE DETAIL A1/C-503)

ENTRANCE SIGN LOCATION REFER TO ARCHITECTURAL AND

STRUCTURAL PLANS FOR DETAILS.

PROVIDE 6'-HIGH FENCE FABRIC ON EXISTING FENCE POSTS AND RAILS.

FENCE FABRIC TO MATCH EXISTING GAUGE, DIMENSIONS, AND

KNUCKLING. REFER TO C-502 FOR ADDITIONAL INFORMATION.

SANITARY SEWER LINE. REFER TO PROFILE ON THIS SHEET FOR PIPE

SIZING AND INVERTS.

REFER TO P-101 FOR SANITARY SEWER CONTINUATION.

EXISTING GAS LINE. REFER TO P-101 FOR METER REPLACEMENT.

SANITARY SEWER CLEANOUT. (SEE DETAIL B3/C-504)

SANITARY SEWER MANHOLE. (SEE DETAIL A4/C-504)

ELECTRICAL CONDUIT DUCTBANK. REFER TO ELECTRICAL DRAWINGS.

CONTRACTOR TO REPLACE DECORATIVE ROCK IN LIKE KIND UPON

COMPLETION OF WORK.

CONTRACTOR TO SEAL PARKING LOT AND RESTRIPE IN THE EXISTING

CONFIGURATION. PROVIDE WHITE TRAFFIC STRIPING.

RESTRIPE EXISTING ADA SPACE.

PROVIDE 2'X2' 4" THICK CONCRETE PAD UNDERNEATH NEMA ENCLOSED

CIRCUIT BREAKERS. REFER TO E-111 FOR THE LOCATION OF THE

BREAKERS AND COORDINATE THE PAD ACCORDINGLY.

KEYNOTES

SCALE: 1" = 20'

0 20' 40' 60'10'

SANITARY SEWER PROFILE

HORZ.

SCALE: 1" = 5'

0 2.5' 5' 10' 15'

VERT.

LEGEND

LIMITS OF RESEALING

PARKING LOT

COMPACTED BACKFILL

SOIL (TYP.)

PIPE

UNDISTURBED

OF REMOVAL (TYP.)

SAWCUT AT LIMITS

EXISTING BASE

1'-0" (MIN.)

EXISTING PAVEMENT

ASPHALT PAVEMENT PATCH

TIE TO EXISTING

ASPHALT PAVEMENT

7'-6"

3'-0"

1'-6"

18"Ø CONC. BASE

UNDISTURBED

EARTH

CONCRETE CAP

6" STANDARD PIPE

FILLED WITH

CONCRETE. PROVIDE

YELLOW BOLLARD

COVER.

FINISH PAVEMENT

4'-0"

PIPE BOLLARD

ASPHALT PAVEMENT SECTION

MATCH EXISTING

NOTES:

1. CLEAN SURFACES OF DIRT, CLAY AND OTHER OBJECTIONABLE MATERIAL.

2. SAWCUT EXISTING PAVEMENT TO PROVIDE STRAIGHT VERTICAL JOINT.

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1' (TYP)

THRUST BLOCK

THRUST BLOCK NOTES:

1. KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES.

2. CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST UNDISTURBED EARTH.

3. THRUST BLOCKS FOR VERTICAL BENDS HAVING DOWNWARD RESULTANT THRUSTS

SHALL BE THE SAME AS FOR HORIZONTAL BENDS.

4. BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS

TAKE PRECEDENCE OVER THIS STANDARD.

5. TAPPING VALVES SHALL HAVE THRUST BLOCKING AS SPECIFIED FOR TEES.

6. CONTRACTOR SHALL PROVIDE RESTRAINT AT ALL PRESSURE LINE FITTINGS USING

EITHER CONCRETE BLOCKING OR TIE ROD ASSEMBLIES.

7. CONCRETE FOR THRUST BLOCKS SHALL BE 4000 PSI MINIMUM STRENGH.

8. ANCHOR BLOCKS FOR VERTICAL BENDS SHALL BE SIZED AS 90° BENDS REGARDLESS

OF ANGLE.

0.4

0.7

1.0

2.0

2.6

4.0

1.5

WYE

0.6

1.4

3.9

2.5

1.2

4.6

7.1

10"

0.8

1.9

5.0

3.3

9.7

7.5

15.1

13.7

17.8

27.5

#10

14"

16"

20"

8" THRU 10"

4" THRU 6"

20" THRU 24"

12" THRU 18"

19.6

12.7

9.7

10.17.212" 5.5

0.7

7.8

5.0

3.9

2.0

2.9

1.3

SEE NOTE 8

UNDISTURBED EARTH (TYP.)

BEARING AREA (TYP.)

POURED CONCRETE BLOCKS (TYP.)

VERTICAL BEND

2.6

MIN. DEPTH OF BURY

AS SPECIFIED (TYP.)

DOUBLE ANCHOR

GALVANIZED RODS

BITUMASTIC COATED

AND EMBEDDED 30" IN

CONCRETE

PIPE

FITTING

SIZES

TEE &

END

90°

BEND

45° BENDS

& WYES

22 1/2°

BEND

11 1/4°

BEND

ANCHOR ROD SIZE

PIPE SIZE ROD SIZE

BEARING AREA OF BLOCK IN SQ.FT.

PLACE DOUBLE LAYER OF TAR PAPER

BETWEEN CONCRETE BLOCKING AND

PLUG TO PERMIT EASY REMOVAL FOR

FUTURE EXTENSION OF WATER MAIN

(TYP.)

NOTE: SET CONCRETE COLLAR

AND TOP OF VALVE BOX

FLUSH WITH FINISHED

GRADE IN PAVED AREAS.

#3 BAR ALL AROUND

(W/ 6" OVERLAP)

WATER

LINE

GRADE

TIE VALVE TO

CONCRETE

BLOCK

FIRE HYDRANT ASSEMBLY

STENCIL "WATER" ON COVER

ROUND CONCRETE COLLAR

I N

A X

I N

6" DIA.

7.0 CU FT CRUSHED

ROCK (57/67)

GRAVEL (TYP)

No. 12 TYPE TW WIRE

No. 10 BAR ALL AROUND

(w/ 6" OVERLAP)

ROUND CONCRETE

COLLAR

ANODE TEST

STATION (SEE DETAIL B2/C-504)

24" MIN

SQ CONC

BLOCK

FINISHED GRASS

GRADE

ROUND VALVE

BOX CONCRETE

COLLAR

VALVE BOX (SEE DTL)

No. 10 TW

BOND WIRE

VALVE

No. 10 TYPE TW WIRE

THERMITE WELD

No. 10 BAR ALL AROUND

(w/ 6" OVERLAP)

WATER MAIN

20 LB PACKAGED ANODE

(AS SPECIFIED)

No. 12 TW LEAD WIRE

No. 12 TW WIRE

CONCRETE THRUST BLOCKING.

SIZE AS TEE. SEE DETAIL THIS

SHEET FOR THRUST BLOCKING

DIMENSIONS.

EDGE OF

PAVEMENT

FIRE HYDRANT

BOLLARD SPACING

PLAN

ELEVATION

SEE BOLLARD

DETAIL A1/C-502

NOTES

1. SEE DETAIL A3/C-501 FOR BOLLARD SPACING REQUIREMENT.

2. SEE DETAIL A2/C-504 FOR THERMITE WELD.

3. FIRE HYDRANT SHALL BE NUMBERED IN ACCORDANCE WITH FIRE DEPARTMENT REQUIREMENTS. CONTRACTOR TO

COORDINATE WITH COR ON FIRE HYDRANT NUMBER AND STENCIL FIRE HYDRANT NUMBER IN WHITE PAINT.

4. COLOR OF THE FINISH PAINT ABOVE THE GROUND LINE SHALL BE YELLOW.

5. CONTRACTOR SHALL PERFORM A FIRE FLOW TEST ONCE HYDRANT IS INSTALLED. CONTRACTOR SHALL PAINT

HYDRANT CAP IN ACCORDANCE WITH NFPA 291 COLOR CODE REQUIREMENTS LISTED BELOW. CONTRACTOR TO

VERIFY COLOR SELECTION WITH COR.

CLASS AA 1500 GPM OR GREATER LIGHT BLUE

CLASS B 1000-1499 GPM GREEN

CLASS C 500-999 GPM ORANGE

CLASS D 500 GPM OR LESS RED

BOLLARD, TYP.

(SEE DETAIL A1\2/C-501)

FIRE

HYDRANT

24" MIN.

No. 12 TW LEAD WIRE

20 LB PACKAGED ANODE

(AS SPECIFIED)

C O

N S

T R

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T I O

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A I L

C-501

2'-0" SQUARE CONC.

TYPICAL ALL VALVE BOXES

4" MIN.

SLIP-TYPE

ADJUSTABLE

VALVE BOX

BRICK

TAPPING VALVE

TEST TAP

& PLUG

SEE NOTES FOR TAPPING

SLEEVE LENGTH

MIN. 24"

EXIST.

WATER

MIN. 18"

THRUST

BLOCK

SEE NOTE 4

HOLLOW CONCRETE BLOCK AND/OR

BRICK FOR TEMPORARY SUPPORT.

SET WITH HOLLOW CORE HORIZONTAL.

WRAP-UP BLOCKS IN CONCRETE POUR.

MAKE SURE CONCRETE FILLS HOLLOW

PORTION OF BLOCKS.

NOTES:

THOROUGHLY

TAMP DITCH TO

SPECIFICATION

REQUIREMENTS

MAXIMUM TAPPING SLEEVE LENGTH

8in x 6in

MAIN & TAP

(IN. NOMINAL)

21in

LENGTH

(ALONG RUN)

1. TEMPORARILY SUPPORT TAPPING SADDLE AND VALVE AND APPLY STANDARD HYDROSTATIC TEST.

2. IF NO LEAKS, POUR INDICATED PERMANENT CONCRETE BLOCK AND SUPPORT PAD.

3. MAKE TAP, LINE EXTENSION AND BACKFILL.

4. COVER GLANDS AND BOLTS WITH HEAVY POLYETHYLENE SHEETING TO KEEP CONCRETE FROM BONDING. TYPICAL WHENEVER BOLTS

OR GLANDS MAY BE "WRAPPED-UP" IN CONCRETE.

5. COAT TAPPING SLEEVE AND BOLTS WITH AN APPROVED BITUMASTIC COATING BEFORE POURING CONCRETE. TYPICAL FOR ALL STEEL

INCLUDING RODS, COUPLINGS, STRAPS, AND OTHER BURIED STEEL. COAT WITH ROYSTON LABORATORIES, INC. ROSKOTE PLASTIC N0. A

939 OR KOPPERS CO. , INC. BITUMASTIC SUPERSERVICE BLACK OR APPROVED EQUIVALENT.

6. ALL TAPPING SLEEVES AND VALVES SHALL BE HYDROSTATICALLY TESTED PRIOR TO TAP.

7. WORKMEN INSTALLING TAPPING SLEEVE AND VALVE SHALL FOLLOW MANUFACTURER'S INSTALLATION PROCEDURES AND BASE

STANDARDS.

CONNECT DIP

FITTING WITH HPDE

MECHANICAL JOINT

ADAPTER IN

ACCORDANCE WITH

MANUFACTURER'S

INSTALLATION

INSTRUCTIONS. SEE

MECHANICAL JOINT

ADAPTER

CONNECTION

DETAIL BELOW (TYP)

MECHANICAL JOINT ADAPTER CONNECTION

MECHANICAL JOINT CONNECTION TO GATE VALVE

WITH MECHANICAL JOINT ENDS

MECHANICAL JOINT ADAPTER CONNECTION TO

DUCTILE IRON FITTING

MECHANICAL

JOINT

ADAPTER

6" C900 PVC

PIPE

TAPPING SLEEVE AND VALVE

5" STORZ CONNECTION

SCALE: N.T.S.

SCALE: N.T.S.SCALE: N.T.S.

SCALE: N.T.S. SCALE: N.T.S.

NOTES:

1. ALL NEW EXTERIOR BOLLARDS SHALL

HAVE A 52" YELLOW PLATIC BOLLARD

COVER WITH TWO RED REFLECTIVE

STRIPES. CONTRACTOR SHALL SUBMIT

CUT SHEET TO COR FOR APPROVAL

PRIOR TO PROCUREMENT.

1" CROWN

NORTH MAIN GATE WITH CIPHER LOCK

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CIPHER LOCK NOTES:

PUBLIC SIDE

SECURE SIDE

PLAN VIEW

WARNING

CONTROLLED AREA

ELEVATION VIEW FROM PUBLIC SIDE

ANG

FENCING NOTES:

ELEVATION VIEW FROM SECURE SIDE

C O

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FENCING NOTES:

WARNING

CONTROLLED AREA

WARNING

CONTROLLED AREA

ELEVATION VIEW FROM PUBLIC SIDE

CIPHER LOCK NOTES:

PUBLIC SIDE

SECURE SIDE

NEW POST DETAIL ELEVATION VIEW FROM SECURE SIDE

PLAN VIEW

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C-504

ANODE TEST STATION

20-LB MAGNESIUM

ANODE (TYP. 2)

TOP OF ANODES

MUST BE BELOW

CENTERLINE OF

PIPE

METALLIC

FITTING OR

VALVE

REFERENCE

ELECTRODE

(AS REQUIRED)

# 12 CABLE (TYP. PER ANODE)

TWO (2) #10

AWG THHN

WIRES TO PIPE

FLUSH TO GRADE TEST

STATION W/ CAST IRON LID

12"x12"x4" CONCRETE PAD IN

UNPAVED AREAS ONLY

0.01 Ω SHUNT

(2) ANODE LEAD WIRES

TERMINAL BOARD

REF

PIPE

TERMINAL BOARD

LAYOUT

THERMITE

WELD

(SEE C2/C-506)

SP 2888 REPAIR COATING

INSIDE STRUCTURE WALL

(IF REQUIRED)

EXOTHERMIC WELD

COPPER SLEEVE

STRUCTURE COATING

LEAD WIRE

EXOTHERMIC WELDING INSTRUCTIONS

1. REMOVE PIPE COATING APPROXIMATELY 4" DIAMETER SPOT FROM

STRUCTURE.

2. CLEAN AREA APPROXIMATELY 2" DIAMETER TO BRIGHT METAL.

3. REMOVE 1-1/4" OF INSULATION FROM END OF WIRE.

4. WELD CONDUCTOR TO PIPE. USE APPROPRIATE GRAPHITE MOLD AND

CARTRIDGE CHARGE SIZE.

5. TEST THE EXOTHERMIC WELD CONNECTION BY STRIKING THE

CONNECTION SEVERAL BLOWS ON THE SIDE USING A ONE POUND

HAMMER. TOP OF WELD MAY BE HAMMERED FLAT IF REQUIRED.

6. REFER TO MANUFACTURER FOR RECOMMENDED CARTRIDGE SIZE.

THERMITE WELD

NOTES:

1. INSPECTION: INSPECT SILT FENCE BEFORE ANTICIPATED STORM EVENTS

(OR SERIES OF STORM EVENTS SUCH AS INTERMITTENT SHOWERS OVER

ONE OR MORE DAYS) AND WITHIN 24 HOURS AFTER THE END OF A STORM

EVENT OF 0.5 INCHES OR GREATER, AND AT LEAST ONCE EVERY

FOURTEEN CALENDAR DAYS. WHERE SITES HAVE BEEN FINALLY OR

TEMPORARILY STABILIZED, SUCH INSPECTIONS MAY BE CONDUCTED

ONLY ONCE PER MONTH.

2. MAINTENANCE: SEDIMENT SHOULD BE REMOVED ONCE IT HAS

ACCUMULATED TO ONE-HALF THE ORIGINAL HEIGHT OF THE BARRIER.

FILTER FABRIC SHOULD BE REPLACED WHENEVER IT HAS DETERIORATED

TO SUCH AN EXTENT THAT THE EFFECTIVENESS OF THE FABRIC IS

REDUCED (APPROXIMATELY SIX MONTHS). SILT FENCE SHOULD REMAIN IN

PLACE UNTIL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED.

ALL SEDIMENT ACCUMULATED AT THE FENCE SHOULD BE REMOVED AND

PROPERLY DISPOSED OF BEFORE THE FENCE IS REMOVED.

3. MATERIAL SPECIFICATIONS:

3.1. TYPE: TYPE B

3.2. TENSILE STRENGHT (LBS MIN.): WARP 120

3.3. ELONGATION (% MAX): 40

3.4. APPARENT OPENING SIZE: #30

3.5. FLOW RATE (GAL/MIN/SQ FT) = 25

3.6. UV SENSITIVTY (ASTM D-4632): 80

3.7. BURSTING STRENGHT (PSI MIN.): 175

3.8. MIN. FABRIC WIDTH (IN.): 22

4. INFORMATION AND DETAIL BASED ON TENNESSEE EROSION & SEDIMENT

CONTROL HANDBOOK, SECOND EDITION (MARCH 2002)

SILT FENCE

SANITARY SEWER MANHOLE

C.I. FRAME & COVER

2'-0" Ø OPENING

PRECAST SECTION. FLAT

TOP SECTION MAY BE

USED FOR STRUCTURES

4' OR LESS IN DEPTH.

C.I. FRAME & COVER

RATED FOR HS-20

11"

PLAN VIEW

6" AGGREGATE BASE

UNDISTURBED SOIL

PRECAST

BASE SECTION

COMPRESSIBLE

GASKET (TYP)

4' Ø RISER SECTIONS

(AS NECESSARY)

SECTION B-B

2'-0"2'-0"

31 1/2"

24"

25'-1/4"

SEWER

MACHINED

SURFACES

"0" RING SEAL IN A

DOVE-TAIL GROOVE

FINISH FRAME AND COVER WITH

ONE COAT ASPHALT PAINT

FLOW

SEWER

LINE (TYP.)

FORMED

CONCRETE

INVERT

MANHOLE

SECTION

CONCRETE

BASE

MIN

RUBBERIZED

BOOT SEAL

AND CLAMP

FORMED

CONCRETE

INVERT

B O

Y P

O V

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R A

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J U

N C

T I O

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PIPE BEDDING

BASE SECTION

PLAN VIEW

2 NON-PENETRATING

PICK HOLES

NOTES

1. PRECAST MANHOLE SECTIONS REINFORCING SHALL CONFORM TO ASTM C478.

2. MANHOLE FRAME AND GRATE BASIS OF DESIGN: NEENAH FOUNDRY R-1574

3. SCARIFY AND COMPACT 12" OF SUBGRADE TO 95% MODIFIED PROCTOR.

PLUG IF LINE DOES

DIRECTION OF FLOW

NOT CONTINUE

FINISHED

GRADE

VARIES

CLEANOUT

PE LINE

18"X18"X12" DEEP CONC.

PAD UNLESS CLEANOUT

IS IN CONC. PAVEMENT

45° BEND

CLEANOUT

NOTES:

1. FOR CLEANOUTS USED ON SANITARY SEWER LINES,

STENCIL "SEWER" ON CLEANOUT CAP.

SCALE: N.T.S.

AWG #12 THW (TYP.

PER ANODE)

SCALE: N.T.S.

SCALE: N.T.S. SCALE: N.T.S.

GENERAL STRUCTURAL NOTES:

A. GENERAL:

1. THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS BEFORE THEY ARE PROVIDED TO THE

CONTRACTING OFFICER. THE CONTRACTOR’S REVIEW SHALL BE DOCUMENTED WITHIN THE

SUBMITTAL. THE CONTRACTING OFFICER RESERVES THE RIGHT TO REJECT SUBMITTALS THAT

HAVE NOT BEEN FIRST REVIEWED BY THE CONTRACTOR. THE ACCURACY AND COMPLETENESS OF

THE SUBMITTALS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING ALL ERRORS

AND OMISSIONS. IN ADDITION, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS,

METHODS, AND SEQUENCING OF CONSTRUCTION.

2. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE EXPERIENCED AND

QUALIFIED TO PERFORM THE TYPE OF CONSTRUCTION REQUIRED TO COMPLETE THE WORK

PRESCRIBED BY THE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS WERE PREPARED AS

A COMPLETE SET OF PROJECT DRAWINGS AND SPECIFICATIONS. IT IS THE GENERAL

CONTRACTOR’S RESPONSIBILITY TO COORDINATE ALL INFORMATION PROVIDED IN THE CIVIL,

ARCHITECTURAL, INTERIOR, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION

DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY OF ANY CONFLICTS, OMISSIONS, OR DISCREPANCIES. THIS COORDINATION SHALL

BE PERFORMED BEFORE THE PROCUREMENT OF MATERIALS AND/OR FABRICATION OF ANY

PROJECT COMPONENTS.

3. WHERE SECTION IS SHOWN AND DETAILED, OTHER SECTIONS OF SIMILAR CONDITION SHALL BE

DETAILED THE SAME OR OPPOSITE HAND, WHETHER SPECIFICALLY NOTED OR NOT.

4. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE

BEGINNING CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES.

5. COORDINATE SIZES AND LOCATIONS OF ALL FLOOR AND ROOF PENETRATIONS WITH PLUMBING, MECHANICAL, AND ARCHITECTURAL REQUIREMENTS.

6. CONTRACTING OFFICER APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. SUCH

APPROVAL MAY ALSO BE WITHHELD AT THE SOLE DISCRETION OF THE CONTRACTING OFFICER.

7. THE STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE

FOLLOWING:

a. INTERNATIONAL BUILDING CODE, 2015 EDITION (IBC 2015).

b. AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMUM DESIGN LOADS FOR BUILDINGS AND

OTHER STRUCTURES," 2010 EDITION (ASCE 7-10).

c. UNIFIED FACILITIES CRITERIA (UFC), "STRUCTURAL ENGINEERING," 2013 EDITION WITH

CHANGE 3, 12 SEPTEMBER 2016 (UFC 3-301-01).

8. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING REQUIRED TO ERECT

AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL PERMANENT SUPPORTS AND LATERAL

BRACING ARE IN PLACE.

9. DO NOT SCALE DRAWINGS, USE DIMENSIONS.

10. DESIGN LOADS USED IN THE DESIGN OF THE STRUCTURAL SYSTEMS IN THIS PROJECT ARE AS

FOLLOWS:

a. RISK CATEGORY II

b. DEAD LOAD:

ROOF (NOT INCLUDING FRAMING SELF WT.) 7.5 psf

c. LIVE LOAD:

ROOF 20 psf (REDUCIBLE) HANGAR SLAB-ON-GRADE 250 psf NON-HANGAR INTERIOR SLAB-ON-GRADE 100 psf

d. ROOF SNOW LOAD:

GROUND SNOW LOAD, pg 10 psf SNOW EXPOSURE FACTOR, Ce 1.0 IMPORTANCE FACTOR, Is 1.0 THERMAL FACTOR, Ct 1.0 FLAT ROOF SNOW LOAD, pf 7 psf FROST PENETRATION DEPTH 18 in

e. WIND DESIGN CRITERIA:

EXPOSURE CATEGORY B IN TRANSVERSE DIR

C IN LONGITUDINAL DIR

BASIC WIND SPEED, V 115 mph (FACTORED, ULTIMATE LOAD)

89.1 MPH (UNFACTORED, SERVICE LOAD)

INTERNAL PRESSURE COEFFICIENT, GCp ± 0.55 PARTIALLY ENCLOSED HANGAR BAY

± 0.18 ENCLOSED OFFICE/SHOP SPACES

INTERIOR WIND LOADING (PARTITIONS) 10 psf (UNFACTORED, SERVICE LOAD)

(SEE S-003 FOR WIND LOAD DIAGRAMS)

f. SEISMIC DESIGN CRITERIA:

SPECTRAL RESPONSE ACCELERATION:

Ss (SHORT PERIOD (0.2 SECOND)) 0.423 g S1 (LONG PERIOD (1.0 SECOND)) 0.126 g SDS (SHORT PERIOD (0.2 SECOND)) 0.338 g SD1 (LONG PERIOD (1.0 SECOND)) 0.141 g

SITE CLASS CLASS C

SEISMIC DESIGN CATEGORY C

LATERAL FORCE RESISTING SYSTEM BUILDING FRAME STRUCTURE, STEEL SYSTEM

NOT SPECIFICALLY DETAILED FOR SEISMIC

RESISTANCE

IMPORTANCE FACTOR, Ie 1.0

RESPONSE MODIFICATION COEFFICIENT, R 3

SEISMIC RESPONSE COEFFICIENT, Cs 0.113

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

11. ALL VERTICAL ELEVATIONS ARE BASED ON THE CONTROL ELEVATION FROM SURVEY BY OTHERS.

1. FOUNDATIONS AND EARTH RETAINING STRUCTURES HAVE BEEN DESIGNED FOR A MAXIMUM

ALLOWABLE SOIL BEARING PRESSURE OF 2000 psf BASED ON REQUIREMENTS OF IBC WHEN A

GEOTECHNICAL ENGINEER'S REPORT HAS NOT BEEN PROVIDED.

2. REFER TO THE GEOTECHNICAL REPORT AND SPECIFICATION SECTION 31 23 00.00 20 FOR

REQUIREMENTS FOR REMOVAL OF UNSATISFACTORY MATERIAL UNDER FOOTINGS, SLABS, AND

FOUNDATIONS AND FOR THE BACKFILLING, COMPACTION, AND TESTING OF SATISFACTORY

MATERIAL TO REPLACE IT. REFER TO GEOTECHNICAL REPORT FOR ALL ADDITIONAL

PREPARATION REQUIREMENTS.

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