B08_Att2_26R0003_NIFC_415_Duane_Graves_NIFC_320-SGE_IFC_Drawings.pdf

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070117.024Project No.

LBYD FEDERAL, LLC

1425 Higham Street Idaho Falls, Idaho 83402 Phone (208) 528-8718

C copyright 2022 These drawings and design intent are the sole property of LBYD FEDERAL, LLC which may not be reproduced without written permission.

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VICINITY MAPREFERENCE MAP

PROJECT LOCATION

LATITUDE: 43.566443°

LONGITUDE: -116.208626°

3833 DEVELOPMENT AVE, BOISE, ID 83705

NATIONAL INTERAGENCY FIRE CENTER

NIFC 415-DUANE GRAVES REPLACEMENT

NIFC 320-SGE CONSTRUCTION

BOISE, IDAHO

PROJECT

LOCATION

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NIFC

CAMPUS

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070117.024Project No.

LBYD FEDERAL, LLC

1425 Higham Street Idaho Falls, Idaho 83402 Phone (208) 528-8718

C copyright 2022 These drawings and design intent are the sole property of LBYD FEDERAL, LLC which may not be reproduced without written permission.

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DRAWING INDEX

SHEET

SUB

SHEET TITLE OF SHEET

GENERAL

1 G-001 COVER SHEET

2 G-002 INDEX SHEET

3 G-100 CODE REVIEW

4 G-101 FIRST FLOOR - LIFE SAFETY PLAN

5 G-102 FIRE STOPPING DETAILS

6 G-103 ACCESSIBILITY DIAGRAMS

SURVEY

7 V-101 EXISTING SITE CONDITIONS

CIVIL

8 C-001 CIVIL LEGEND AND ABBREVIATIONS

9 C-002 CIVIL NOTES

10 CD101 OVERALL SITE DEMOLITION PLAN

11 CD102 OVERALL SITE UTILITY DEMOLITION PLAN

12 C-101 OVERALL SITE PLAN

13 C-102 OVERALL SITE COORDINATE PLAN

14 C-103 OVERALL SITE GRADING AND DRAINAGE PLAN

15 C-104 OVERALL SITE UTILITY PLAN

16 C-105 SITE UTILITY PROFILES

17 C-501 DETAILS

18 C-502 DETAILS

19 C-503 DETAILS

20 C-504 DETAILS

21 C-505 DETAILS

LANDSCAPE

22 LS001 NOTES AND SCHEDULE

23 LS101 PLANTING PLAN

24 LS102 IRRIGATION PLAN

25 LS501 LANDSCAPE DETAILS

STRUCTURAL

26 S-001 GENERAL NOTES

27 S-002 GENERAL NOTES CONT'D

28 S-003 SPECIAL INSPECTIONS

29 S-004 SPECIAL INSPECTIONS

30 S-005 ABBREVIATIONS AND SYMBOLS LEGEND

31 S-101 OVERALL FOUNDATION PLAN

32 S-102 PARTIAL FOUNDATION PLAN - BUILDING SOUTH

33 S-103 PARTIAL FOUNDATION PLAN - BUILDING NORTH

34 S-104 OVERALL ROOF PLAN

35 S-105 PARTIAL ROOF PLAN - BUILDING SOUTH

36 S-106 PARTIAL ROOF PLAN - BUILDING NORTH

37 S-301 FOUNDATION SECTIONS

38 S-302 FOUNDATION SECTIONS

39 S-311 FRAMING SECTIONS

40 S-312 FRAMING SECTIONS

41 S-501 TYPICAL DETAILS

42 S-502 TYPICAL DETAILS

43 S-503 TYPICAL DETAILS

44 S-504 TYPICAL DETAILS

45 S-505 TYPICAL DETAILS

46 S-506 TYPICAL DETAILS

47 S-701 COMPONENTS AND CLADDING

ARCHITECTURAL

48 A-001 LEGEND, NOTES, AND WALL TYPES

49 A-002 ASSEMBLIES

50 A-101 OVERALL FIRST FLOOR PLAN

51 A-101A FIRST FLOOR PLAN SOUTH

52 A-101B FIRST FLOOR PLAN NORTH

53 A-102 OVERALL LOWER ROOF PLAN

54 A-102A LOWER ROOF PLAN SOUTH

55 A-102B LOWER ROOF PLAN NORTH

56 A-103 OVERALL UPPER ROOF PLAN

57 A-103A UPPER ROOF PLAN SOUTH

58 A-103B UPPER ROOF PLAN NORTH

59 A-105 OVERALL REFLECTED CEILING PLAN

60 A-105A REFLECTED CEILING PLAN SOUTH

61 A-105B REFLECTED CEILING PLAN NORTH

62 A-201 EAST AND WEST ELEVATIONS

63 A-202 NORTH AND SOUTH ELEVATIONS

64 A-301 BUILDING CROSS SECTIONS

65 A-302 BUILDING LONGITUDINAL SECTIONS

66 A-310 WALL SECTIONS

67 A-311 WALL SECTIONS

68 A-401 ENLARGED PLANS AND INTERIOR ELEVATIONS - TYPICAL

69 A-402 ENLARGED PLANS AND INTERIOR ELEVATIONS - TYPICAL

70 A-403 ENLARGED PLANS AND INTERIOR ELEVATIONS - TYPICAL

71 A-404 ENLARGED STAIR PLANS, SECTIONS, AND DETAILS

72 A-501 ROOF AND WALL DETAILS

73 A-502 PLAN AND WALL DETAILS

74 A-503 DOOR DETAILS

75 A-504 DOOR AND WINDOW DETAILS

76 A-505 WINDOW DETAILS

77 A-506 CEILING AND ROOF DETAILS

78 A-507 EXTERIOR DETAILS

79 A-601 DOOR SCHEDULES

80 A-602 DOOR HARDWARE AND ELEVATIONS

INTERIORS

81 IN-101 FIRST FLOOR FINISH PLAN

82 IN-102 FIRST FLOOR SIGNAGE PLAN

83 IN-501 INTERIOR DETAILS

84 IN-601 MATERIAL LIST

85 IN-602 SIGNAGE SCHEDULE

86 Q-101 EQUIPMENT PLAN AND SCHEDULE

FIRE PROTECTION

87 FP001 FIRE SPRINKLER SYSTEM SITE PLAN, NOTES, AND LEGEND

88 FP101A SOUTH FIRST FLOOR FIRE SPRINKLER SYSTEM PLAN

89 FP101B NORTH FIRST FLOOR FIRE SPRINKLER SYSTEM PLAN

90 FP301 FIRE SPRINKLER SYSTEM SECTIONS AND DETAILS

91 FP302 FIRE SPRINKLER SYSTEM FIRE RISER DETAILS

PLUMBING

92 P-001 PLUMBING LEGEND, NOTES AND ABBREVIATIONS

93 P-101 FIRST FLOOR - DOMESTIC PLUMBING PLAN

94 P-102 FIRST FLOOR - SANITARY PLUMBING PLAN

95 P-103 LOWER ROOF - SANITARY PLUMBING PLAN

96 P-104 FIRST FLOOR - COMPRESSED AIR PLAN

97 P-105 FIRST FLOOR - STORM DRAIN PLAN

98 P-106 UPPER ROOF - STORM DRAIN PLAN

99 P-301 SHOP SECTION

100 P-401 ENLARGED DOMESTIC PLANS

101 P-402 ENLARGED SANITARY PLANS

102 P-403 ENLARGED MECHANICAL ROOM

103 P-501 PLUMBING DETAILS

104 P-502 PLUMBING DETAILS

105 P-503 PLUMBING DETAILS

106 P-504 PLUMBING DETAILS

107 P-601 PLUMBING SCHEDULES

108 P-901 DOMESTIC ISOMETRIC VIEW

109 P-902 SANITARY / VENT ISOMETRIC VIEW

110 P-903 STORM DRAIN ISOMETRIC VIEW

MECHANICAL

111 M-001 MECHANICAL LEGEND, NOTES AND ABBREVIATIONS

112 M-101 OVERALL FIRST FLOOR MECHANICAL PLAN

113 M-101A FIRST FLOOR MECHANICAL PLAN SOUTH

114 M-101B FIRST FLOOR MECHANICAL PLAN NORTH

115 M-102 ROOF MECHANICAL PLAN

116 M-103 SUB-FLOOR RADON MITIGATION PLAN

117 M-104 OVERALL FIRST FLOOR MECHANICAL PIPING PLAN

118 M-104A FIRST FLOOR MECHANICAL PIPING PLAN SOUTH

119 M-104B FIRST FLOOR MECHANICAL PIPING PLAN NORTH

120 M-301 MECHANICAL SECTIONS

121 M-401 MECHANICAL ENLARGED PLANS

122 M-402 MECHANICAL ENLARGED PLANS

123 M-403 MECHANICAL ENLARGED PLANS

124 M-501 HVAC DETAILS

125 M-502 HVAC DETAILS

126 M-503 HVAC DETAILS

127 M-504 HVAC DETAILS

128 M-505 HVAC DETAILS

129 M-506 HVAC DETAILS

130 M-601 MECHANICAL SCHEDULES

131 M-602 MECHANICAL SCHEDULES

132 M-603 MECHANICAL SCHEDULES

133 M-604 HVAC SYSTEM DIAGRAMS

134 M-605 HVAC SYSTEM DIAGRAMS

135 M-606 HVAC SYSTEM DIAGRAMS

ELECTRICAL

136 E-001 ELECTRICAL LEGEND, NOTES AND ABBREVIATIONS

137 ED101 UTILITY DEMOLITION SITE ELECTRICAL PLAN

138 ES101 SITE ELECTRICAL PLAN

139 E-101 FIRST FLOOR POWER PLAN

140 E-101A FIRST FLOOR POWER PLAN SOUTH

141 E-101B FIRST FLOOR POWER PLAN NORTH

142 E-102 ROOF POWER PLAN

143 E-103 FIRST FLOOR LIGHTING PLAN

144 E-103A FIRST FLOOR LIGHTING PLAN SOUTH

145 E-103B FIRST FLOOR LIGHTING PLAN NORTH

146 E-104 FIRST FLOOR TELECOMMUNICATIONS PLAN

147 E-104A FIRST FLOOR TELECOMMUNICATIONS PLAN SOUTH

148 E-104B FIRST FLOOR TELECOMMUNICATIONS PLAN NORTH

149 E-105 FIRST FLOOR FIRE ALARM PLAN

150 E-105A FIRST FLOOR FIRE ALARM PLAN SOUTH

151 E-105B FIRST FLOOR FIRE ALARM PLAN NORTH

152 E-106 FIRST FLOOR GROUNDING PLAN

153 E-401 ELECTRICAL ENLARGED PLANS

154 E-501 ELECTRICAL DETAILS

155 E-502 ELECTRICAL DETAILS

156 E-601 ELECTRICAL SCHEDULES

157 E-602 ELECTRICAL SCHEDULES

158 E-603 ELECTRICAL SCHEDULES

159 E-701 DIAGRAMS & SCHEDULES

GOVERNING CODES:

CODES ADOPTED BY THE BUREAU OF LAND MANAGEMENT:

2021 INTERNATIONAL BUILDING CODE (IBC)

2021 INTERNATIONAL FIRE CODE (IFC)

2021 INTERNATIONAL MECHANICAL CODE (IMC)

2021 INTERNATIONAL PLUMBING CODE (IPC)

2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

ASHRAE 90.1-2019

2022 NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

2020 NFPA 70 NATIONAL ELECTRICAL CODE

2022 NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE

2021 NFPA 101 LIFE SAFETY CODE

2023 NFPA 780 STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION

SYSTEMS

ABAAS ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS

2022 ASCE/SEI 7

2021 IBC ANALYSIS

OCCUPANCY CLASSIFICATION: B, F-1, S-1, S-2

304.1 BUSINESS GROUP B

306.2 MODERATE-HAZARD FACTORY INDUSTRIAL GROUP F-1

311.2 MODERATE-HAZARD STORAGE S-1

311.2.2 MOTOR VEHICLE REPAIR GARAGES SHALL COMPLY WITH SECTION 406.8

311.3 LOW-HAZARD STORAGE S-2

311.3.1 PUBLIC PARKING GARAGES SHALL COMPLY WITH SECTION 406.4 AND THE

ADDITIONAL REQUIREMENTS OF SECTION 406.6 FOR ENCLOSED PARKING GARAGES

FIRE SPRINKLER SYSTEM: PROVIDED

CONSTRUCTION TYPE: VB

406.1 ALL MOTOR-VEHICLE OCCUPANCIES SHALL COMPLY WITH SECTION 406.2. REPAIR

GARAGES SHALL ALSO COMPLY WITH SECTION 406.8.

406.2.9.1.1 CONNECTION OF A PARKING GARAGE WITH ANY ROOM IN WHICH THERE IS A FUEL-

FIRED APPLIANCE SHALL BE BY MEANS OF A VESTIBULE PROVIDING A TWO-DOORWAY

SEPARATION.

406.6.6.1 ENCLOSED VEHICLE PARKING GARAGES AND PORTIONS THEREOF THAT DO NOT

MEET THE DEFINITION OF OPEN PARKING GARAGES SHALL BE LIMITED TO THE ALLOWABLE

HEIGHTS AND AREAS SPECIFIED IN SECTIONS 504 AND 506 AS MODIFIED BY SECTION 507.

406.6.2 A MECHANICAL VENTILATION SYSTEM AND EXHAUST SYSTEM SHALL BE PROVIDED IN

ACCORDANCE WITH CHAPTERS 4 AND 5 OF THE INTERNATIONAL MECHANICAL CODE.

406.6.3 AN ENCLOSED PARKING GARAGE SHALL BE EQUIPPED WITH AN AUTOMATIC

SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.2.10.

406.8 REPAIR GARAGES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE IFC AND

SECTION 406.2 AND 406.8.

406.8.1 REPAIR GARAGES SHALL BE MECHANICALLY VENTILATED IN ACCORDANCE WITH THE

INTERNATIONAL MECHANICAL CODE. THE VENTILATION SYSTEM SHALL BE CONTROLLED AT

THE ENTRANCE TO THE GARAGE.

406.8.3 A REPAIR GARAGE SHALL BE EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM IN

ACCORDANCE WITH SECTION 903.2.9.1

TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE

FOR B, F, S OCCUPANCY, V-B, SPRINKLERED = 60 FEET

TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE

FOR F-1, S-1 OCCUPANCY (MOST RESTRICTIVE), V-B, SPRINKLERED = 2 STORIES

ACTUAL = 1 STORY

TABLE 506.2 ALLOWABLE AREA FACTOR IN SQUARE FEET

FOR F-1 OCCUPANCY (MOST RESTRICTIVE), V-B, SPRINKLERED, 1 STORY = 34,000 SF

ACTUAL = 22,018 SF

508.3 NONSEPARATED OCCUPANCIES

508.3.2 THE ALLOWABLE BUILDING AREA, HEIGHT, AND NUMBER OF STORIES SHALL BE

BASED ON THE MOST RESTRICTIVE ALLOWANCES FOR THE OCCUPANCY GROUPS

UNDER CONSIDERATION FOR THE TYPE OF CONSTRUCTION OF THE BUILDING IN

ACCORDANCE WITH SECTION 503.1.

508.3.3 NO SEPARATION IS REQUIRED BETWEEN NONSEPARATED OCCUPANCIES.

TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS

FOR TYPE VB, ALL EXCEPT NONBEARING EXTERIOR WALLS (SEE TABLE 705.5) = 0

HOURS

TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON

FIRE

SEPARATION DISTANCE FOR FIRE SEPARATION DISTANCE FOR B, S-1 OCCUPANCY, V-B:

X ≥ 10 FEET = 0 HOUR

TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION

DISTANCE AND DEGREE OF OPENING PROTECTION FOR UNPROTECTED, SPRINKLERED

OPENINGS (UP, S).

X ≥ 20 FEET = NO LIMIT

CODE REVIEW INFORMATION

IECC 2021 ANALYSIS

ADA COUNTY, IDAHO = ZONE 5B

C402.1.3 OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS,

R-VALUE METHOD

ROOF

INSULATION ENTIRELY ABOVE ROOF DECK = R-30 CI

WALLS, ABOVE GRADE

MASS = R-11.4 CI

SLAB-ON-GRADE FLOORS

UNHEATED SLABS = R-15 FOR 24" BELOW

C402.1.4 OPAQUE THERMAL ENVELOPE ASSEMBLY MAXIMUM REQUIREMENTS, U-FACTOR

METHOD

OPAQUE DOORS

NONSWINGING DOOR = U-0.31

SWINGING DOOR = U-0.37

GARAGE DOOR <14% GLAZING = U-0.31

C402.4 BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR AND SHGC REQUIREMENTS

VERTICAL FENESTRATION

U-FACTOR

FIXED FENESTRATION = U-0.36

OPERABLE FENESTRATION = U-0.45

ENTRANCE DOORS = U-0.63

SHGC

PF < 0.2, FIXED = 0.38

PF < 0.2, OPERABLE = 0.33

SKYLIGHTS

U-FACTOR = U-0.50

SHGC = 0.40

TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY

FOR GROUP B (MOST RESTRICTIVE), SPRINKLERED:

EXIT ENCLOSURES AND EXIT PASSAGEWAYS = B

CORRIDORS = C

ROOMS AND ENCLOSED SPACES = C

903.2.4 AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT ALL

BUILDINGS CONTAINING A GROUP F-1 OCCUPANCY WHERE ONE OF THE FOLLOWING

CONDITIONS EXISTS:

1. A GROUP F-1 FIRE AREA EXCEEDS 12,000 SQUARE FEET.

903.2.9.1 AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT ALL

BUILDINGS USED AS REPAIR GARAGES IN ACCORDANCE WITH SECTION 406, AS SHOWN:

2. BUILDINGS NOT MORE THAN ONE STORY ABOVE GRADE PLAN, WITH A FIRE AREA

CONTAINING A REPAIR GARAGE EXCEEDING 12,000 SQUARE FEET.

4. A GROUP S-1 FIRE AREA USED FOR THE REPAIR OF COMMERCIAL MOTOR VEHICLES

WHERE THE FIRE AREA EXCEEDS 5,000 SQUARE FEET.

903.2.10 AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT BUILDINGS

CLASSIFIED AS PARKING GARAGES WHERE ANY OF THE FOLLOWING CONDITIONS EXISTS:

1. WHERE THE FIRE AREA OF THE ENCLOSED PARKING GARAGE IN ACCORDANCE WITH

SECTION 406.6 EXCEEDS 12,000 SQUARE FEET.

TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

ACCESSORY STORAGE AREAS = 300 GROSS

ASSEMBLY WITHOUT FIXED SEATS, UNCONCENTRATED = 15 NET

BUSINESS AREAS = 150 GROSS

EXERCISE ROOMS = 50 GROSS

INDUSTRIAL AREAS = 100 GROSS

WAREHOUSES = 500 GROSS

1004.5.1 THE OCCUPANT LOAD IS PERMITTED TO BE INCREASED PROVIDED THAT ALL OTHER

REQUIREMENTS OF THE CODE ARE MET BASED ON SUCH MODIFIED NUMBER AND THE

OCCUPANT LOAD DOES NOT EXCEED ONE OCCUPANT PER 7 SQUARE FEET. HIGHER

OCCUPANT LOADS ARE USED FOR OPEN OFFICE AREAS WHERE THE ACTUAL SEAT COUNT IS

USED.

SEE PLAN ON G-101 FOR INDIVIDUAL ROOM OCCUPANCY COUNTS.

TOTAL OCCUPANCY COUNTS

ACCESSORY STORAGE AREAS = 32

ASSEMBLY WITHOUT FIXED SEATS, UNCONCENTRATED = 62

BUSINESS AREAS = 80

EXERCISE ROOMS = 37

INDUSTRIAL AREAS = 13

WAREHOUSES = 3

TOTAL OCCUPANT LOAD = 22

1005.3.2 OTHER EGRESS COMPONENTS - EXCEPTION 1

MEANS OF EGRESS CAPACITY FACTOR = 0.15 INCHES

TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY

B, F OCCUPANCY, MAXIMUM OCCUPANT LOAD = 49

MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE WITH SPRINKLER

SYSTEM = 100 FEET

S OCCUPANCY, MAXIMUM OCCUPANT LOAD = 29

MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE WITH SPRINKLER

SYSTEM = 100 FEET

TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE

B OCCUPANCY, WITH SPRINKLER SYSTEM = 300 FEET

F-1, S-1 OCCUPANCY, WITH SPRINKLER SYSTEM = 250 FEET

S-2 OCCUPANCY, WITH SPRINKLER SYSTEM = 400 FEET

1020.5 DEAD ENDS

EXCEPTION 2, IN GROUP B, F, AND S OCCUPANCIES, WHERE THE BUILDING IS EQUIPPED

THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH

SECTION 903.3.1.1, THE LENGTH OF DEAD-END CORRIDORS SHALL NOT EXCEED 50

FEET.

TABLE 2902.1 MINIMUM NUMBER OF PLUMBING FIXTURES

B OCCUPANCY (MOST RESTRICTIVE), 175 OCCUPANTS, SEE G-101

WATER CLOSETS: 1 PER 25 FOR THE FIRST 50 AND 1 PER 50 THEREAFTER

REQUIRED: 6 GENDER NEUTRAL

PROVIDED: 8 GENDER NEUTRAL

LAVATORIES: 1 PER 40 FOR THE FIRST 80 AND 1 PER 80 THEREAFTER

REQUIRED: 4 GENDER NEUTRAL

PROVIDED: 8 GENDER NEUTRAL

DRINKING FOUNTAIN: 1 PER 100

REQUIRED: 2

PROVIDED: 2

SERVICE SINK:

REQUIRED: 1

PROVIDED: 1

2021 NFPA 101 ANALYSIS

OCCUPANCY: BUSINESS PER 6.1.11, INDUSTRIAL PER 6.1.12, STORAGE PER 6.1.13

CONSTRUCTION TYPE: V-000

STORIES: 1

SPRINKLER: PROVIDED

6.1.14.3 MIXED (NONSEPARATED) OCCUPANCIES

6.1.14.3.2 THE BUILDING SHALL COMPLY WITH THE MOST RESTRICTIVE REQUIREMENTS OF

THE OCCUPANCIES INVOLVED.

6.2.2.3 ORDINARY HAZARD CONTENTS. ORDINARY HAZARD CONTENTS SHALL BE

CLASSIFIED AS THOSE THAT ARE LIKELY TO BURN WITH MODERATE RAPIDITY OR TO GIVE

OFF A CONSIDERABLE VOLUME OF SMOKE.

CHAPTER 38, NEW BUSINESS OCCUPANCIES

38.2.5.2.1 COMMON PATH OF TRAVEL SHALL NOT EXCEED 100 FT.

38.2.5.3.1 DEAD-END CORRIDORS SHALL NOT EXCEED 50 FEET.

CHAPTER 40, INDUSTRIAL OCCUPANCIES

40.1.2.1.1 GENERAL INDUSTRIAL OCCUPANCY SHALL INCLUDE THE FOLLOWING:

(1) INDUSTRIAL OCCUPANCIES THAT CONDUCT ORDINARY- AND LOW-HAZARD

INDUSTRIAL OPERATIONS IN BUILDINGS OF CONVENTIONAL DESIGN THAT ARE USABLE

FOR VARIOUS TYPES OF INDUSTRIAL PROCESSES.

TABLE 40.2.6.1 TRAVEL DISTANCE SHALL NOT EXCEED 250 FEET.

CHAPTER 42, STORAGE OCCUPANCIES

42.8.1.2.1 WHERE BOTH PARKING AND REPAIR OPERATIONS ARE CONDUCTED IN THE SAME

BUILDING, THE ENTIRE BUILDING SHALL COMPLY WITH CHAPTER 40, EXCEPT AS MODIFIED

BY 42.8.1.2.2.

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96 SF

OFFICE

Occupant Load : 1

96 SF

OFFICE

Occupant Load : 1

1613 SF

EXERCISE

Occupant Load : 37

96 SF

OFFICE

Occupant Load : 1

4481 SF

SHOP

Occupant Load : 15

690 SF

WOOD SHOP &

DELIVERY

Occupant Load : 8 478 SF

WELDING & DELIVERY

Occupant Load : 5

601 SF

SHOP & SECURE

STORAGE

Occupant Load : 2

100 SF

OFFICE

Occupant Load : 1

240 SF

MECH

Occupant Load : 1

105 SF

COMMS

Occupant Load : 1

174 SF

FIRE PUMP

Occupant Load : 1

61 SF

JAN

Occupant Load : 1

234 SF

BREAK ROOM

Occupant Load : 14

98 SF

OFFICE

Occupant Load : 1

98 SF

OFFICE

Occupant Load : 1

98 SF

OFFICE

Occupant Load : 1

1353 SF

CACHE

Occupant Load : 3

190 SF

SPECIAL DEVICE

Occupant Load : 2

990 SF

UAV CACHE

Occupant Load : 4

741 SF

FLIGHT SIMULATORS

Occupant Load : 5

98 SF

MAINT.

Occupant Load : 1

64 SF

WELLNESS

Occupant Load : 1

47 SF

FOCUS

Occupant Load : 1

108 SF

OFFICE

Occupant Load : 1

478 SF

LARGE CONFERENCE

Occupant Load : 32

236 SF

MEDIUM CONFERENCE

Occupant Load : 16

108 SF

REFERENCE LIBRARY

Occupant Load : 1

33 SF

SECURE CACHE

Occupant Load : 1

1533 SF

OPEN SUITE

Occupant Load : 12

2088 SF

OPEN SUITE

Occupant Load : 20

971 SF

OPEN SUITE

Occupant Load : 10

52 SF

ABA TOILET

Occupant Load : 1

52 SF

ABA TOILET

Occupant Load : 1

52 SF

ABA TOILET

Occupant Load : 1

84 SF

ABA SHOWER

Occupant Load : 1

84 SF

ABA SHOWER

Occupant Load : 1

84 SF

ABA SHOWER

Occupant Load : 1

84 SF

ABA SHOWER

Occupant Load : 1

33 SF

SECURE CACHE

Occupant Load : 1

53 SF

ABA TOILET

Occupant Load : 1

40 SF

DUST

Occupant Load : 1

51 SF

AIR

Occupant Load : 1

81 SF

VEST

Occupant Load : 1

42 SF

HALL

Occupant Load : 1

19 SF

SECURE CACHE

Occupant Load : 1

34 SF

COPY

1100A

Occupant Load : 1

87 SF

HALL

Occupant Load : 1

265 SF

HALL

Occupant Load : 2

86 SF

HALL

Occupant Load : 1

232 SF

HALL

Occupant Load : 2

10562 SF

'B' OCC

2628 SF

'S-2' OCC

1313 SF

'F' OCC

1673 SF

'S-1' OCC

4122 SF

'S-2' OCC

EXIT ACCESS TRAVEL DISTANCE = 96'-9"

COMMON PATH OF EGRESS TRAVEL = 73'-0"

EXIT ACCESS TRAVEL DISTANCE = 86'-5"

COMMON PATH OF EGRESS TRAVEL = 72'-2"

EX

IT

A C

C

ES

S

TR

AV

EL

D

IS

TA

N C

E

'-3

EX

IT

A C

C

ES

S

TR

TA

N C

E

'-1

EXIT ACCESS TRAVEL

DISTANCE = 162'-00"

EXIT ACCESS TRAVEL

DISTANCE = 177'-9"

406" 36

6"

36"

3.15"

36"

213.

0.45"

36"4 0.6"

36"8 1.05"

36"

3.15"

36"5 0.75"

36"

1.5"

36"

FEC

FE⚪

FE⚪

FEC△

FEC

OCCUPANCY LEGEND

B

F

S-1

S-2

EX

IT

A C

C

ES

S

TR

TA

N C

E

'-1

0"

775 SF

'B' OCC

FE

FEC

M

FINISH FLOOR

TO

H

AN

D

LE

4'

0" M

AX

PORTABLE FIRE

EXTINGUISHER

Name Room_Occupancy_Class

150 SF

Occupant Load : Room_Occupant_Load

EXIT PATH

SPACE AREA

OCCUPANCY TAG:

OCCUPANT LOAD

1 HOUR FIRE BARRIER - SEAL

PERIMETER AND PENETRATIONS PER

DETAILS ON G-104

FIRE EXTINGUISHER CABINET AND

EXTINGUISHER - SEE SPECIFICATIONSFEC

SURFACE MOUNTED FIRE

EXTINGUISHER - SEE SPECIFICATIONS FE

M UL RATED FIRE DOOR AND FRAME WITH

RATING AS INDICATED - SEE SHEET A601

NOTE: SEE ELECTRICAL FOR ILLUMINATED EXIT SIGNS.

CODE PLAN LEGEND

ROOM / AREA NAME

ROOM / AREA NUMBER

1 2 3 4 5

D

C

B

A

Sh ee t T itl e:

D es ig ne d by

D ra w n by

C he ck ed b y:

Ap pr ov ed b y:

R ev is io ns

U ni te d

St at es D ep ar tm en t o f t he In te rio r B ur ea u of L an d

M an ag em en t

BLM Project #

Project #

Date:

ALWAYS THINK SAFETY Sheet of

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A1 FIRST FLOOR CODE PLAN

0 4' 8' 16' 24'

N

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SYSTEM NO. C-AJ-3069

F RATING - 1 HR

T RATING - 1/2 HR

A

A

1A

1.

A.

2.

A.

3.

4.

FLOOR OR WALL ASSEMBLY

CONCRETE OR CMU

THROUGH PENETRANTS

CABLES

PACKING MATERIAL

FIRESTOP SEALANT

SECTION A-A

1/2" MIN

SYSTEM NO. WL 3065

F RATING - 1 HR & 2 HR (SEE ITEM 1)

T RATING - 0 HR & 3/4 HR (SEE ITEM 2)

L RATING AT AMBIENT - 15 CFM/SQ FT

L RATING AT 400 F - 8 CFM/SQ FT

A

A

1C

1A 1B

1. WALL ASSEMBLY

A. STUDS

B. BATTS AND BLANKETS

C. GYPSUM BOARD

2. THROUGH PENETRANTS

A. CABLES

3. METALLIC SLEEVE (OPTIONAL)

4. FIRESTOP SEALANT

SECTION A-A

ONE

HOUR

TWO

HOUR

1/2"

BEAD

1 HOUR 2 HOUR

FIRE AND/OR SMOKE

BARRIER - PROTECT ALL

OPENINGS/PENETRATIONS

3" LETTERS W/ 3/8" STROKE

STENCIL WALLS ABOVE CEILING

STENCIL WALLS WITHIN 5' OF ENDS AND AT 25' INTERVALS

1/ 2"

M

IN

SYSTEM NO. WL 1054

(FORMERLY SYSTEM NO. 605)

F RATING - 1 HR & 2 HR (SEE ITEMS 1 & 3)

T RATING - 0 HR

L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT

L RATING AT 400 F - LESS THAN 1 CFM/SQ FT

A

A

2 3

1B

1A

SECTION A-A

1. WALL ASSEMBLY

A. STUDS

B. GYPSUM BOARD

2. THROUGH PENETRANTS

A. STEEL PIPE

B. CONDUIT

C. COPPER TUBING

3. FILL WITH FIRESTOP SEALANT

ONE

HOUR

TWO

HOUR

PARALLEL TO

METAL DECK

PERPENDICULAR

TO METAL DECK

1 HR. 2HR.

MINERAL WOOD BATT

INSULATION

COMPRESSED 50% TO

FILL VOID

METAL STUD

5/8" TYPE 'X'

GYP BD

DEFLECTION

TRACK

FIRESTOP

SPRAY - BOTH

SIDES

BOTTOM OF

METAL DECK

TOP OF METAL

DECK

MINERAL

WOOD BATT

INSULATION

COMPRESSED

50% TO FILL

VOID

5/8" TYPE 'X'

GYP BD METAL STUD

5/8" TYPE 'X' GYP BD

DEFLECTION

TRACK

FIRESTOP SPRAY -

BOTH SIDES

METAL DECK

1 HR. 2HR.

1 2 3 4 5

D

C

B

A

Sh ee t T itl e:

D es ig ne d by

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C he ck ed b y:

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U ni te d

St at es D ep ar tm en t o f t he In te rio r B ur ea u of L an d

M an ag em en t

BLM Project #

Project #

Date:

ALWAYS THINK SAFETY Sheet of

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0 0.25' 0.5' 1' 1.5'

D1 CABLE BUNDLE THROUGH CMU WALL ASSEMBLY

C1 CABLE BUNDLE THROUGH GYP WALL ASSEMBLY

D2 FIRE BARRIER IDENTIFICATION STENCILS

B1 METALLIC PIPE WALL PENETRATION FIRE STOP

C2 TOP OF RATED WALL JOINT - SYSTEM #HW-D-0564

0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5'

0 0.5' 1' 2'

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1.

2.

3.

4.

5.

6.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING

INSTALLATION IS IN COMPLIANCE WITH

ACCESSIBILITY STANDARDS.

NOTIFY ARCHITECT IF CONFLICTS ARE

DISCOVERED BETWEEN TYPICAL ACCESSIBILITY

DETAILS AND OTHER DETAILS SHOWN

ELSEWHERE.

INFORMATION ON THIS SHEET IS THE MINIMUM

REQUIRED TO PROVIDE ACCESSIBILITY AND DOES

NOT ADDRESS COMPLIANCE WITH OTHER CODES

OR STANDARDS. ALL INFORMATION SHOWN DOES

NOT NECESSARILY APPLY TO THIS PROJECT.

ALL DIMENSIONS SHOWN ARE TO THE FINISHED

FACE. CONTRACTOR TO MAKE ALLOWANCES FOR

THICKNESS OF FINISHES SPECIFIED.

A COPY OF THE ACCESSIBILITY STANDARDS IS

AVAILABLE FOR REFERENCE AT THE ARCHITECTS

OFFICE UPON REQUEST AS WELL AS ONLINE.

DOOR HARDWARE (& CLOSER) REQUIREMENTS

ARE LISTED IN ANSI A117.1 2017, SECTION 404.

MILLWORK HARDWARE REQUIREMENTS ARE

LISTED IN CHAPTER 9.

GENERAL NOTES

CARPET ON FLOOR SURFACE VERTICAL CHANGES IN LEVEL

M

AX1/

4"M

AX1/

2"

CIRCULAR

T-SHAPED - OPTION 3

MIN.

64"

M

IN

MIN.

12"

MIN.

40"

MIN.

12"

M

IN

67" M

IN.

T-SHAPED - OPTION 2

MIN.

64"

M

IN

MIN.

11"

MIN.

42"

MIN.

11"

M

IN

T-SHAPED - OPTION 1

MIN.

68"

M

IN

M

IN

MIN.

16"

MIN.

36"

MIN.

16"

M

IN

8"

8"

M

IN

M

IN

MAX OVERLAP

OF KNEE/TOE

CLEAR FLOOR SPACE (a) FORWARD APPROACH (b) PARALLEL APPROACH

(a) FORWARD APPROACH IN AN ALCOVE (b) PARALLEL APPROACH IN AN ALCOVE

M

IN

MIN.

52"

MIN.

52"

M

IN

M

IN

" X

MIN.

36"

MIN.

60"

M

IN

X

M

IN

MIN.

30"

(a) ELEVATION TOE CLEARANCE (b) PLAN TOE CLEARANCE

(a) ELEVATION KNEE CLEARANCE (b) PLAN KNEE CLEARANCE

9"

MAX.

6"

M

IN

9"

MIN.

11"

M

IN

M

IN

M

IN

25" MAX.

17" - 25"

MIN.

8"

LIMITS OF PROTRUDING OBJECTS

POST MOUNTED PROTRUDING OBJECTS

(a)

(b)

SIGN OR

OBSTRUCTION

4" MAX. 4" MAX.

X

0"

4" MAX. 4" MAX.

X

0"

4" MAX.4" MAX.

X > 12"

" M

AX

4" MAX.

X

X

X

X > 12"

UNLIMITED UNLIMITED

X ≤ 12"

UNLIMITED

(a) OBSTRUCTED

HIGH SIDE REACH

(b) OBSTRUCTED

HIGH FORWARD REACH

UNOBSTRUCTED

SIDE REACH

(b) OBSTRUCTED

HIGH SIDE REACH

UNOBSTRUCTED

FORWARD REACH

(a) OBSTRUCTED

HIGH FORWARD REACH

" M

AX

M

IN

10" MAX.

" M

AX

M

IN

" 48 " M

AX

MAX.

20"

> 20"-25" MAX.

" M

AX

" M

AX

" M

AX

10" MAX. < 10"-24" MAX.

" M

AX

" M

AX

SIZE OF CLEARANCE

FOR WATER CLOSET

ACCESSIBLE WATER

CLOSET LOCATION

CL

" M

IN

60" MIN.

ADULT

16" - 18" M

IN

42" MIN.

54" MIN.

1"

6"

39" - 41"

MAX.

12"

CL

MAX.

6"

MIN.

36"

42" MIN.

6"

SIDE-WALL GRAB BAR FOR

WATER CLOSET

REAR-WALL GRAB BAR FOR

WATER CLOSET

ACCESSIBLE WALL

HUNG URINAL HEIGHT

URINAL CLEAR FLOOR SPACE

M

AX

MIN.

52"

M

IN

MIN.

13 1/2"

LATCH APPROACH, PULL SIDE

HINGE APPROACH, PUSH SIDE

LATCH APPROACH, PUSH SIDE

HINGED DOOR

DOORWAY

WITHOUT DOORS

* IF BOTH LATCH & CLOSER ARE PROVIDED

SIDE APPROACH

MANEUVERING CLEARANCE AT TWO DOORS IN A SERIES

THRESHOLD HEIGHT

MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS

MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS

CLEAR WIDTH OF DOORS

* IF CLOSER IS PROVIDED * IF CLOSER IS PROVIDED

32" MIN.

36" MIN.

" M

IN

" M

IN

MIN.

22"

" M

IN

" M

IN

. MIN.

24"

" M

IN

" M

IN

MIN.

24"

X > 36"

" M

IN

1/ 2"

M

AX

60" MIN.

W

ID

TH

D

O O

R

" M

IN

>2 4"

FRONT APPROACH, PULL SIDE

MIN.

18"

" M

IN

FRONT APPROACH, PUSH SIDE

* IF BOTH LATCH & CLOSER ARE PROVIDED

" M

IN

MIN.

12"

HINGE APPROACH, PULL SIDE

" M

IN

36" MIN.

FRONT APPROACH

X > 36"

" M

IN

CLCL

CL

CL

" M

IN

CONTROL

WALL

36"

BACK

WALL

SEAT

WALL

52" MIN.

SIDE

WALL

CONTROL

WALL

18"

M

AX

4"

BACK

WALL SIDE WALL

15" MAX.

" M

AX

" M

IN

NOTE: INSIDE FINISHED DIMENSIONS MEASURED AT

THE CENTER POINTS OF OPPOSED SIDES.

TRANSFER-TYPE SHOWER

COMPARTMENT SIZE AND CLEARANCE

GRAB BARS IN TRANSFER-TYPE

SHOWERS

TRANSFER TYPE

ROLL-IN-TYPE SHOWERS

1 2 3 4 5

D

C

B

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D es ig ne d by

D ra w n by

C he ck ed b y:

Ap pr ov ed b y:

R ev is io ns

U ni te d

St at es D ep ar tm en t o f t he In te rio r B ur ea u of L an d

M an ag em en t

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Project #

Date:

ALWAYS THINK SAFETY Sheet of

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ANSI-2017 302 / 303 CHANGES IN LEVELS

C1

ANSI-2017 304 WHEEL CHAIR TURNING SPACE

D2

ANSI-2017 305 CLEAR FLOOR SPACE

D3

ANSI-2017 306 KNEE & TOE CLEARANCE

D4

ANSI-2017 307 PROTRUDING OBJECTS

B2

ANSI-2017 308 REACH RANGES

D1

ANSI-2017 404 DOORS & DOORWAYS

A3

ANSI-2017 604 WATER CLOSETS AND

TOILET COMPARTMENTS

A1

ANSI-2017 605 URINALS

A2

ANSI-2017 608 SHOWER COMPARTMENTS

B1

0 2' 4' 8'

0 2' 4' 8' 0 2' 4' 8' 0 1' 2' 4'0 2' 4' 8'

0 2' 4' 8' 0 2' 4' 8'

0 2' 4' 8'

0 2' 4' 8' 0 2' 4' 8'

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SURVEY CONTROL

POINT #

NORTHING

693057.21

EASTING

2502903.81

ELEVATION

2861.27'

DESCRIPTION

BRC BM WFO SITE LS5082

TRENCH DRAIN

RIM: 2865.8±

INV: 2865.33 4" PVC (W)

CATCH BASIN

RIM: 2864.79

INV: UNKNOWN 4" PVC (E)

INV: 2862.20 12" CMP (S)

INV: 2862.34 12" CMP (W)

CATCH BASIN

RIM: 2864.33

INV: 2861.91 12" CMP (E)

INV: 2862.14 12" CMP (S)

INV: 2862.15 12" CMP (W)

SSMH RIM: 2865.18'

INV: 2854.77' 8" PVC (N)

INV: 2854.69' 8" PVC (W)

INV: 2854.72' 8" PVC (E)

SSMH RIM: 2865.18'

INV: 2853.23' 8" PVC (N)

INV: 2852.96' 8" PVC (W)

INV: 2853.03' 8" PVC (E)

CATCH BASIN

RIM: 2864.13

INV: 2862.29 8" PVC (S)

CATCH BASIN

RIM: 2862.58

ALWAYS THINK SAFETY

Project #

Sh ee t T itl e:

Date:

BLM Project #

U ni te d

St at es D ep ar tm en t o f t he In te rio r B ur ea u of L an d

M an ag em en t

D ra w n by

R ev is io ns

/1

5/

:2

AM

Q

:\L

BY

D Fe de ra l P ro je ct

F ile s\

-A ct ive P ro je ct s\

.0

Du an e G ra ve s Bu ild in g Rp l\0

Dr aw in gs

\C

AD

\0

7.

4V

-1

.d wg

A

B

C

D

2 3 4 5

Ap pr ov ed b y:

C he ck ed b y:

D es ig ne d by

Seal:

De sc rip tio n

Da te

Sheet of 159

02/06/2026

070117.024

140L0624F0171

NI

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070117.024Project No.

LBYD FEDERAL, LLC

1425 Higham Street Idaho Falls, Idaho 83402 Phone (208) 528-8718

C copyright 2022 These drawings and design intent are the sole property of LBYD FEDERAL, LLC which may not be reproduced without written permission.

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EXISTING SITE CONDITIONSA2

300 - JACK F. WILSON

HEADQUARTERS

415 - MAINTENANCE410A - INFORMATION SYSTEMS

TRASH

ENCLOSURE

RADIO

SHACK

GUARD

SHACK

CABANA

EXISTING TRANSFORMER ON

LARGE CONCRETE PAD AND

SURROUNDED BY BRICK WALL

1. HORIZONTAL DATUM IS NAD 83 (NSRS2007), MODIFIED IDAHO

STATE PLANE COORDINATE SYSTEM (WEST ZONE 1103). ANY

BEARINGS SHOWN ARE AT GRID AZIMUTH. ANY DISTANCES

SHOWN REPRESENT GROUND DISTANCES.

2. MODIFIED IDAHO STATE PLANE COORDINATES,

REPRESENTING GROUND DISTANCES, WERE CALCULATED BY

USING A COMBINED FACTOR OF 1.0001799590 DERIVED FROM

THE ADA COUNTY GIS SYSTEM, FALSE NORTHING =0, FALSE

EASTING = 2625138.999.

3. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM

1988 (NAVD88).

4. NGS BENCH MARK'S - (IDA 80 35, PID # OH0133) AND (T 86, PID

# OH0127) WERE USED TO CONTROL ELEVATION FOR THE

PROJECT.

5. THE CONTROL POINT FOR THE ENTIRE NIFC CAMPUS IS

SOUTH OF 115 - NATIONAL WEATHER SERVICE BUILDING.

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STATE OF IDAHO

L I C E N S E D

13293

2/6/2026

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BLM Project #

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070117.024Project No.

LBYD FEDERAL, LLC

1425 Higham Street Idaho Falls, Idaho 83402 Phone (208) 528-8718

C copyright 2022 These drawings and design intent are the sole property of LBYD FEDERAL, LLC which may not be reproduced without written permission.

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CONTROL POINT LOCATION

SS

W

FW

SANITARY SEWER

WATERMAIN

FIRE WATER

X CHAIN LINK FENCE

SD STORM DRAIN

4240 MAJOR CONTOURS

MINOR CONTOURS

JUNCTION BOX

GAS METER

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

STORM DRAIN MANHOLE

TRANSFORMER

CATCH BASIN

LIGHT POLE

ELECTRICAL POWER POLE

FIRE HYDRANT

YARD HYDRANT

WATER METER

WATER VALVE

FIRE HYDRANT

BOLLARD

TREE

DOMESTIC WATER METER

ELECTRICAL METER

COMM MANHOLE

COMM PEDESTAL

UTILITY VAULT

PK NAIL

SURVEY MONUMENT

SIGN

WATER MANHOLE

ASPHALT 1" MILL AND OVERLAY

ASPHALT PAVEMENT

CONCRETE SIDEWALK

RUNNING PATH

TURF

CONCRETE PAVEMENT

BUILDING

NUMBER OF PARKING SPACES

LANDSCAPING

PROPOSEDEXISTING

SS

W

FW

X

SD

DY

H

OHP OVERHEAD POWEROHP

PS PRESSURE SEWER LINEPS

UGP UNDERGROUND POWERUGP

TC TELECOMMUNICATIONTC

WV

CO

DEMOLISH EXISTING FEATURES

APPROXIMATE LIMITS OF

CONSTRUCTION

Ø DIAMETER

AB AGGREGATE BASE

ABDN ABANDONED

ABA ARCHITECTURAL BARRIERS ACT

AC ACRE, ASPHALT CONCRETE

ACP ASBESTOS CEMENT PIPE

ACM ASBESTOS CONTAINING MATERIAL

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ALGN ALIGNMENT

ARV AIR RELEASE VALVE

ASB AGGREGATE SUBBASE

ASPH ASPHALT

BC BEGIN CURVE

BEG BEGIN

BFP BACK FLOW PREVENTER

BLDC BUILDING CORNER

BLDG BUILDING

BMP BEST MANAGEMENT PRACTICES

BOD BOTTOM OF DOCK

BOL BOLLARD

BSW BACK OF SIDEWALK

BVC BEGIN VERTICAL CURVE

BW FINISHED GRADE AT BOTTOM OF WALL

C CONCRETE OR CIVIL

CB CATCH BASIN

C&G CURB AND GUTTER

CG&S/W CURB, GUTTER & SIDEWALK

CI CAST IRON OR CURB INLET

CIP CAST IRON PIPE

CL CENTER LINE

CLR CLEAR

CMN COMMUNICATION

CMP CORRUGATED METAL PIPE

CO CLEAN OUT

CONC CONCRETE

CONST CONSTRUCTION OR CONSTRUCT

CONF CONFORM TO EXISTING

CR CONDENSATE RETURN

CU CUBIC

CY CUBIC YARD

D= DELTA (CURVE)

DCDA DOUBLE CHECK DETECTOR ASSEMBLY

DEMO DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DI DROP INLET, DUCTILE IRON

DIA DIAMETER

DIP DUCTILE IRON PIPE

DOM DOMESTIC

DW DOMESTIC WATER

DWG DRAWING

E EASTING COORDINATE, ELECTRICAL

EC END CURVE

EG EXISTING GRADE

EL, ELEV ELEVATION

ELEC ELECTRICAL

EP EDGE OF PAVEMENT

EVA EMERGENCY VEHICLE ACCESS

EX (E) EXISTING

(F) FUTURE

FA FIRE ALARM

F/C, FC FACE OF CURB

FD FOUND

FDC FIRE DEPARTMENT CONNECTION

FF, FFE FINISH FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE, FLANGE

FOUND FOUNDATION

FS FINISHED SURFACE

FT FOOT, FEET

FW FIRE WATER

G GAS, GROUND ELEVATION

GB GRADE BREAK

GCS GROUND CONTROL STATION

GDT GROUND DATA TERMINAL

GI GALVANIZED IRON

GI GREASE INTERCEPTOR

GRD, G GROUND

GV GATE VALVE

HC HANDICAP

HCR HANDICAP ACCESSIBLE RAMP

HMA HOT MIX ASPHALT

HORIZ HORIZONTAL

HT HEIGHT

HP HIGH POINT

INV INVERT

INST INSTALL

IRR IRRIGATION

JP JOINT POLE

JT JOINT TRENCH

L LEFT

L= LENGTH (CURVE)

LF LINEAR FEET

LAT LATERAL

LIP LIP OF GUTTER

LP LIGHT POLE, LOW POINT

LPFH FIRE HYDRANT

LS LANDSCAPE

LSA LANDSCAPE ARCHITECT

MA MEDICAL AIR

MAX MAXIMUM

MEP MECHANICAL/ELECTRICAL/PLUMBING

MF MEDIA FILTER

MH MANHOLE

MIN MINIMUM

MPVC MIDPOINT OF VERTICAL CURVE

MON MONUMENT

N NORTHING COORDINATE

(N) NEW

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OHE OVERHEAD ELECTRIC

O.R. OFFICIAL RECORDS

(P) PROPOSED

PA PAVEMENT ELEVATION

PB PULL BOX

PCC POINT OF COMPOUND CURVATURE

PE PLAIN END

PED PEDESTRIAN

PERF PERFORATED

PH POTHOLE

PID POINT ID

PIV POST INDICATOR VALVE

PLP PROPERTY LINE

PM PARKING METER

PMH POWER MANHOLE

POC POINT ON CURVE

POI POINT OF INTERSECTION

PP POWER POLE

PRC POINT OF REVERSE CURVATURE

PRUE PRIVATE UTILITY EASEMENT

PT POINT OF TANGENCY

PUE PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE PIPE

R RIGHT

R= RADIUS (CURVE)

RC RELATIVE COMPACTION

RCP REINFORCED CONCRETE PIPE

RIM RIM ELEVATION

RJ RESTRAINED JOINT

RP RADIUS POINT

RPBFP REDUCED PRESSURE BACKFLOW

PREVENTER

RPPA REDUCED PRESSURE PRINCIPLE

ASSEMBLY

RSC RECEIVING AND SUPPORT CENTER

R/W, ROW RIGHT OF WAY

S SOUTH, SLOPE

SB SEDIMENT BASIN

SD STORM DRAIN

SDCB STORM DRAIN CATCH BASIN

SDI STORM DRAIN INLET

SDMH STORM DRAIN MANHOLE

SDCO STORM DRAIN CLEANOUT

SF SILT FENCE

SG SUBGRADE

SHLDR SHOULDER

SHT SHEET

SL STREETLIGHT

SMH SIGNAL MANHOLE

SS SANITARY SEWER

SSCO SANITARY SEWER CLEANOUT

SSFM SANITARY SEWER FORCE MAIN

SSMH SANITARY SEWER MANHOLE

SSPS SANITARY SEWER PUMP STATION

STA STATION

STD STANDARD

S/W SIDEWALK

T TELEPHONE

TC TOP OF CURB

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TFC TOP FACE OF CURB

TG TOP OF GRATE ELEVATION

THK THICK

TOD TOP OF DOCK

TOE TOE OF SLOPE

TRC TOP OF ROLLED CURB

TW, TOW TOP OF WALL

TS TOP OF SLAB

TYP TYPICAL

U.N.O UNLESS NOTED OTHERWISE

U/G UNDERGROUND

VC VERTICAL CURVE

W WEST, WATER

WM WATER METER

WV WATER VALVE

WWF WELDED WIRE FABRIC

W/ WITH

YDS YARDS

- ABBREVIATIONS -

CIVIL LEGEND (NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS SHOWN ARE USED ON THESE DRAWINGS)

- GENERAL SYMBOLS -

SYMBOL DESCRIPTION

APPROXIMATE LIMITS OF

PROPOSED SITE IMPROVEMENTS

A1 C-101

SECTION

IDENTIFICATION

SHEET

IDENTIFICATION

A B-101

SECTION

IDENTIFICATION

SHEET

IDENTIFICATION

SECTION INDICATOR

DETAIL INDICATOR

[VIEW TITLE]A2 DRAWING AREA TITLE

NORTH ARROW

VIEW IDENTIFICATION

TOP OF CURB

BOTTOM OF CURB SPOT ELEVATION AT CURB

1.6% PROPOSED GRADE %

100 SPOT ELEVATION

M.E.± 105 SPOT ELEVATION TO

MATCH EXISTING

SYMBOL

- GRAPHIC SYMBOLS -

DESCRIPTION

N

LIGHTING CONDUIT BELOW GRADELTP

HANDHOLE

G NATURAL GAS

EP EDGE OF PAVEMENT

EG EDGE OF GRAVEL

PIRR IRRIGATION

IRRIGATION VAULT

PIRR

IRRIGATION HEAD

GRAVITY IRRIGATION PIPEGIRR

P R

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SSIONA L ENGINEER

M

CK A Y A NDERSEN

STATE OF IDAHO

L I C E N S E D

Sh ee t T itl e:

Date:

BLM Project #

U ni te d

St at es D ep ar tm en t o f t he In te rio r B ur ea u of L an d

M an ag em en t

D ra w n by

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070117.024Project No.

LBYD FEDERAL, LLC

1425 Higham Street Idaho Falls, Idaho 83402 Phone (208) 528-8718

C copyright 2022 These drawings and design intent are the sole property of LBYD FEDERAL, LLC which may not be reproduced without written permission.

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GENERAL NOTES

1. THE LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE

CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE

OCCASIONED BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND OR

OVERHEAD UTILITIES. CALL DIG-LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. UTILITY LOCATION AND VERIFICATION SHALL BE AN ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, THE CONTRACTOR

SHALL VERIFY LOCATION AHEAD OF TRENCHING OPERATIONS, AND IMMEDIATELY NOTIFY THE

GOVERNMENT OF ANY POTENTIAL CONFLICTS.

2. CONTRACTOR SHALL NOTIFY THE GOVERNMENT WHEN MATERIALS ARE ON SITE OR INSPECTION

OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY-FOUR

(24) HOUR PRIOR NOTICE.

3. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS

OF THE GOVERNMENT.

4. WORK SUBJECT TO APPROVAL BY THE GOVERNMENT MUST BE APPROVED PRIOR TO (A)

BACKFILLING; (B) PLACING OF AGGREGATE BASE; AND (C) PLACING OF CONCRETE.

5. RETAIN AND PROTECT ALL FEATURES NOT DESIGNATED TO BE MODIFIED OR CONSTRUCTED.

6. ALL EXISTING FEATURES WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS

PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE GOVERNMENT

INCLUDING NECESSARY SAW CUTTING, REMOVAL, REPLACEMENT, AND CAPPING.

7. SITE SHALL BE CLEANED AND RESTORED TO ORIGINAL OR BETTER CONDITION UPON

COMPLETION OF WORK.

8. THE CONTRACTOR SHALL REPAVE OR RE-GRAVEL TO EXISTING GRADE ANY EXISTING PAVED OR

GRAVELED STREETS DISTURBED DURING CONSTRUCTION.

9. CONTRACTOR SHALL ENSURE THAT ALL SIDEWALKS, RAMPS, ACCESSIBLE PARKING SPACES,

AND OTHER PEDESTRIAN ACCESS ITEMS COMPLY WITH THE ARCHITECTURAL BARRIERS ACT

(ABA) REQUIREMENTS.

10. TEMPORARY SHORING, BRACING, FORMING, SCAFFOLDING, ETC. ARE THE SOLE RESPONSIBILITY

OF THE CONTRACTOR AND HAVE NOT BEEN CONSIDERED BY THE DESIGNER.

11. ANY CHANGES OR DEVIATIONS MADE TO THE CIVIL PLANS, DETAILS, AND SPECIFICATIONS MUST

HAVE APPROVAL FROM THE GOVERNMENT IN WRITING PRIOR TO CONSTRUCTION.

EROSION AND SEDIMENT CONTROL NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL, STATE, AND FEDERAL

PERMITS REQUIRED FOR STORM WATER MANAGEMENT AS A RESULT OF CONSTRUCTION

ACTIVITIES. THE CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) FOR REVIEW BY THE GOVERNMENT. THE CONTRACTOR SHALL OBTAIN A COPY OF THE

U.S. ENVIRONMENTAL PROTECTION AGENCY'S (EPA) NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM (NPDES) CONSTRUCTION GENERAL PERMIT (CGP) FOR STORM WATER

DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AND SUBMIT AND FILE A NOTICE OF

INTENT (NOI) AND NOTICE OF TERMINATION (NOT) AS REQUIRED BY THE EPA OR WITH THE LOCAL

IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. THE CGP DOES NOT RELIEVE THE

CONTRACTOR FROM COMPLIANCE WITH OTHER REGULATIONS OR CONTRACT REQUIREMENTS

REGARDING STORM WATER POLLUTION PREVENTION INCLUDING BUT NOT LIMITED TO

PROTECTION OF SURFACE WATERS, PREVENTION OF TRACKED SOILS TO ADJACENT STREETS,

FUEL CONTAINMENT, SPILL CONTROL, ETC.

2. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTION, INCLUDING CONSTRUCTION AND

MAINTENANCE OF A VEHICLE TRACKING CONTROL FACILITY AT EACH CONSTRUCTION ENTRANCE, TO MINIMIZE DEPOSITING AND TRACKING OF MUD, DIRT, SAND, GRAVEL, ROCK, OR DEBRIS ON TO

THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP OF

THE PUBLIC RIGHTS-OF-WAY OR ADJACENT PRIVATE PROPERTY FROM ANY TRACKING OR

DEPOSITING OF MUD, DIRT, SAND, GRAVEL, ROCK, OR DEBRIS.

3. NO DEBRIS, DIRT, AGGREGATE, OR EXCAVATED MATERIALS OR CONSTRUCTION SUPPLIES, SHALL

BE PLACED ON THE PUBLIC RIGHT-OF-WAY UNLESS PERMITTED BY THE GOVERNMENT AGENCY,

OR OTHER CONTROLLING ENTITY. IN ADDITION, PUBLIC APPROACHES SHALL NOT BE REMOVED, BLOCKED, OR OTHERWISE RENDERED UNUSABLE BY CONSTRUCTION ACTIVITY, EQUIPMENT OR

MATERIALS, OR PORTABLE TOILETS, UNLESS A SAFE, USABLE ALTERNATE WALKWAY, WHICH

MEETS THE DESIGN STANDARDS, IS PLACED ON THE SAME SIDE OF THE RIGHT-OF-WAY BY THE

CONTRACTOR.

4. STAGING, PARKING AND SOIL STOCKPILE AREAS SHALL BE SHOWN ON THE SWPPP LISTED IN

EROSION AND SEDIMENT CONTROL NOTE 1. NO SOILS OR AGGREGATE STOCKPILES ARE

PERMITTED ON UNDISTURBED PORTIONS OF THE PROPERTY WITHOUT PRIOR APPROVAL OF THE

GOVERNMENT AND UNLESS EROSION CONTROL MEASURES ARE IN PLACE TO PREVENT

DEPOSITION OF THE OFF-SITE SEDIMENT.

5. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING NON-PAVED AREA CAUSED BY

VEHICLES AND EQUIPMENT. ALL DAMAGE TO EXISTING VEGETATION SHALL BE RESTORED TO THE

CONDITION THAT EXISTED PRIOR TO CONSTRUCTION OR BETTER.

6. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT GOVERNMENT, FEDERAL, STATE AND LOCAL

AGENCIES WHICH HAVE JURISDICTION OVER DUST FOR THE CONTROL PROCEDURES AND

ADDITIVES USED IN DUST ABATEMENT. THE CONTRACTOR SHALL PREPARE AND MAINTAIN A DUST

CONTROL PLAN.

SURVEY NOTES:

1. EXISTING FEATURES: EXISTING ROADWAYS, UTILITIES, STRUCTURES, AND OTHER FEATURES ARE

SHOWN USING SURVEY PROVIDED BY JUB ENGINEERS, INC. AS PART OF THE TITLE I SERVICES

SURVEYED INFORMATION AND THE LOCATION, DEPTH AND ACCURACY OF SURFICIAL

INFORMATION SHALL BE FIELD VERIFIED. ADDITIONAL UNDERGROUND FEATURES MAY EXIST.

2. VERIFICATION: APPROXIMATE SIZE, CONDITION, LOCATION AND DEPTH OF EXISTING FEATURES

SHALL BE VERIFIED PRIOR TO CONSTRUCTION.

3. COORDINATES AND ELEVATIONS FOR THE PROJECT SITE ARE BASED ON A SITE SPECIFIC

SURVEY.

4. THE CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL BENCHMARKS AND OTHER

DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF WORK. NOTIFY THE GOVERNMENT

OF ANY CONFLICTS.

CIVIL NOTES:

1. ALL EQUIPMENT SHALL BE CLEANED AND INSPECTED PRIOR TO USE ON THE PROJECT SO AS TO

PREVENT THE TRANSPORT AND SPREAD OF NOXIOUS WEEDS AS WELL AS TO PREVENT SPILLS

OR LEAKS OF EQUIPMENT FLUID.

2. SERVICE AND REFUEL EQUIPMENT IN DESIGNATED AREAS ONLY AS DIRECTED BY THE

GOVERNMENT.

3. CONTRACTOR SHALL NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS.

DISTURBANCES IN STAGING AREAS SHALL BE KEPT TO A MINIMUM, AND SHALL BE RESTORED TO

EXISTING CONDITIONS AFTER CONSTRUCTION ACTIVITIES.

4. STRIP AND STOCKPILE TOPSOIL/GRAVEL FOR REUSE AFTER COMPLETION OF CONSTRUCTION

ACTIVITIES.

5. CONTACT GOVERNMENT PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES FOR PLANT

REMOVAL, IF NECESSARY.

6. PROVIDE BEST MANAGEMENT PRACTICES FOR STORMWATER CONTROLS PRIOR TO AND DURING

CONSTRUCTION. THIS PLAN SHALL BE IN ACCORDANCE WITH ADA COUNTY, INCLUDING ALL

REQUIRED PERMITS AND APPROVALS, PRIOR TO CONSTRUCTION.

7. AT COMPLETION OF PROJECT STOCKPILE AREAS SHALL BE REMOVED AND RESTORED TO

EXISTING CONDITION UNLESS SPECIFIED OTHERWISE BY GOVERNMENT.

8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REHABILITATED TO THE ORIGINAL

CONTOURS AND RESTORED TO THE ORIGINAL CONDITION TO THE GREATEST EXTENT POSSIBLE.

9. AT A MINIMUM, THE MATERIALS USED FOR A PUBLIC WATER SYSTEM MUST MEET IDAPA 58.01.08.

9.1. THE MINIMUM DEPTH OF PIPE COVER MUST BE 42".

9.2. POTABLE AND NON POTABLE UTILITY MAINS, LATERAL OR UNDOCUMENTED CONDUIT MUST

MAINTAIN HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS, IN ACCORDANCE WITH

THE MINIMUM REQUIREMENTS OUTLINED IN IDAPA 58.01.08.

9.3. OBTAINING APPLICABLE LICENSES, PERMITS, BONDS, OR OTHER REQUIRED ADMINISTRATIVE

REQUIREMENTS, SHALL BE AT THE CONTRACTOR'S EXPENSE.

10. ALL ROADWAYS SHALL BE CONSTRUCTED TO CONFORM WITH THE STATE OR LOCAL AUTHORITY

HAVING JURISDICTION. THIS INCLUDES ALL TESTING AND INSPECTION REQUIREMENTS TO

ENSURE THE ROADWAY WILL BE BUILT AND ACCEPTED BY THE LOCAL MOST AUTHORITY.

11. TRACE WIRE FOR ALL BURIED UTILITY MAINS SHALL BE PROVIDED OR APPROVED EQUAL.

CODE COMPLIANCE:

1. ALL WORK SHALL CONFORM TO THE FOLLOWING:

1.1. IDAPA 58.01.08 IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS.

1.2. 2021 IBC (INTERNATIONAL BUILDING CODE).

REINFORCING STEEL NOTES:

1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 UNLESS SPECIFICALLY

NOTED OTHERWISE. ASTM A-615 GRADE 40 MAY BE USED FOR #3 BARS AT CONTRACTOR'S

OPTION UNLESS THE GRADE IS SPECIFICALLY NOTED OTHERWISE.

2. REINFORCING STEEL THAT IS TO BE WELDED SHALL CONFORM TO ASTM A-706, UNLESS

SPECIFICALLY NOTED OTHERWISE. OTHER GRADES, IF ALLOWED, SHALL HAVE A MAXIMUM

CARBON EQUIVALENT OF 0.55% PER ANSI/AWS D1.4-98 SECTION 1.3.4.2. WELDING ELECTRODES

SHALL BE LOW - HYDROGEN, AND SHALL BE E90XX FOR GRADE 60 REINFORCING STEEL, AND

E70XX FOR GRADE 40. WIRE MESH SHALL CONFORM TO ASTM A-185.

3. CONCRETE CLEAR COVERAGE TO REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING

MINIMUMS, U.N.O.

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3”

B. CONCRETE EXPOSED TO EARTH OR WEATHER:

1.1. #5 BARS AND SMALLER 1-1/2”

1.2. #6 BARS AND LARGER 2”

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

1.1. SLABS, WALLS, AND JOISTS

1.1.1. #11 BARS AND SMALLER 3/4”

1.1.2. #14 BARS AND LARGER 1-1/2”

1.2. COLUMNS AND BEAMS 1-1/2”

1.3. SHELLS, FOLDED PLATE MEMBERS:

1.3.1. #5 BARS AND SMALLER 1/2”

1.3.2. #6 BARS AND LARGER 3/4”

2. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE LAPPED U.N.O. IN NO CASE SHALL SPLICES BE LESS THAN 40 BAR DIAMETERS. SPLICES IN ADJACENT BARS SHALL NOT BE LESS THAN 5' APART. SPLICE CONTINUOUS BARS IN SOIL-BEARING GRADE BEAMS AS FOLLOWS: TOP BARS AT

CENTERLINE OF SUPPORT; BOTTOM BARS AT MID-SPAN. SPLICE CONTINUOUS BARS IN

SPANDREL BEAMS, WALL BEAMS, ETC. AS FOLLOWS: TOP BARS AT MID-SPAN; BOTTOM BARS AT

CENTERLINE OF SUPPORT. ALL BARS SIZE #14 AND LARGER SHALL BE CONTINUOUS FOR THE

FULL LENGTH SHOWN. SPLICES IN WWF SHALL BE 1-1/2 MESHES WIDE.

3. ALL HOOKS SHALL BE STANDARD HOOKS UNLESS OTHERWISE SHOWN OR NOTED.

4. FIELD BENDING OF REINFORCING BARS SHALL BE REVIEWED BY THE GOVERNMENT. BENDING

MAY BE UNIFORMLY PREHEATED TO 1400 TO 1600 DEGREES F, AND BENT PER CRSI

RECOMMENDATIONS.

CONCRETE NOTES:

1. CONCRETE STRENGTH TO BE A MINIMUM F'C=4,000 PSI IN 28 DAYS.

2. SLUMP 4” MAXIMUM, AGGREGATE 3/4” MAXIMUM, AIR CONTENT 6 + 1.5.

3. CONCRETE SHALL BE TO THE STRENGTH AND SLUMP SPECIFIED AND CONSIST OF: ASTM C-150

TYPE I OR II CEMENT, U.N.O. OR AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. AGGREGATE

SHALL CONFORM TO ASTM C-33.

4. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED.

5. SLABS SHALL BE POURED LEVEL TO WITHIN 1/8” IN 10' U.N.O.

6. CONTRACTOR SHALL DAMPEN BASE UNDERLAYMENT PRIOR TO CONCRETE PLACEMENT TO

ASSIST UNIFORM CONCRETE CURING.

7. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN AND FREE OF LOOSE

MATERIAL. OVER EXCAVATED FOOTINGS SHALL BE FILLED WITH CONCRETE.

8. REMOVE ALL DEBRIS FROM FORMS BEFORE CASTING ANY CONCRETE.

9. SPECIFICATIONS FOR MIXING, PLACING, AND FINISHING SHALL BE AS PER ACI-302.

10. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC., TO BE EMBEDDED IN CONCRETE

SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE.

11. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT

SUPPLEMENTED BY HAND-SPADING, RODDING OR TAMPING. USE EQUIPMENT AND PROCEDURES

FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF

ACI 309 TO SUIT THE TYPE OF CONCRETE AND PROJECT CONDITIONS. CONCRETE SHALL NOT BE

DROPPED THROUGH REINFORCING STEEL (AS IN WALLS) SO AS TO CAUSE SEGREGATION OF

AGGREGATES. IN SUCH CASES HOPPERS AND CHUTES OF VARIABLE LENGTHS SHALL BE USED

SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 6 FEET.

12. WATER TO CEMENT RATIO SHALL NOT EXCEED 0.45.

13. PROVIDE CONTROL JOINTS A MIN OF EVERY 225 SF OF SLAB CUT THE SAME DAY AS THE SLAB IS

PLACED.

P R

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SSIONA L ENGINEER

M

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STATE OF IDAHO

L I C E N S E D

Sh ee t T itl e:

Date:

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070117.024Project No.

LBYD FEDERAL, LLC

1425 Higham Street Idaho Falls, Idaho 83402 Phone (208) 528-8718

C copyright 2022 These drawings and design intent are the sole property of LBYD FEDERAL, LLC which may not be reproduced without written permission.

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SHEET KEYNOTES

1. RETAIN AND PROTECT EXISTING GUARD HOUSE.

2. RETAIN AND PROTECT EXISTING GATE AND GATE

CONTROLS.

3. RETAIN AND PROTECT EXISTING SECURITY FENCE.

4. RETAIN AND PROTECT EXISTING FIRE HYDRANT.

5. DEMOLISH EXISTING LIGHT POLE.

6. REMOVE EXISTING TREES.

7. DEMOLISH EXISTING RUNNING PATH.

8. DEMOLISH EXISTING CABANA.

9. DEMOLISH EXISTING SATELLITE AND PAD.

10. DEMOLISH EXISTING PEDESTRIAN PATH.

11. DEMOLISH EXISTING CURB AND GUTTER.

12. RETAIN AND PROTECT EXISTING TRASH ENCLOSURE.

13. RETAIN AND PROTECT EXISTING RUNNING PATH.

14. RETAIN AND PROTECT EXISTING COMMUNICATIONS

SHELTER.

15. DEMOLISH EXISTING BOLLARDS.

16. DEMOLISH EXISTING POWER HAND HOLES.

17. 1" OF ASPHALT MILLING.

18. DEMOLISH EXISTING ASPHALT AND LANDSCAPE FEATURES

WITHIN PROPOSED BUILDING FOOTPRINT AND NEW

CONCRETE SLABS.

19. CURB CUT EXISTING CURB AND GUTTER. SEE SHEET C-103. N

OVERALL DEMOLITION SITE PLANA2

12 13

300 - JACK F. WILSON

HEADQUARTERS

415 - MAINTENANCE

(TO BE DEMOLISHED AT A LATER DATE)

410A - INFORMATION SYSTEMS

15 16

15 16

P R

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SSIONA L ENGINEER

M

CK A Y A NDERSEN

STATE OF IDAHO

L I C E N S E D

Sh ee t T itl e:

Date:

BLM Project #

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070117.024Project No.

LBYD FEDERAL, LLC

1425 Higham Street Idaho Falls, Idaho 83402 Phone (208) 528-8718

C copyright 2022 These drawings and design intent are the sole…