4_NIFC_415-MNT_Replace_415-MNT_DEMO_DRAFT_DWGS_1.pdf

PDF 6 MB Posted Feb 11, 2026

Attached to: NIFC Building 415 Replacement Industry Day Federal contract opportunity
Solicitation number: 140L0626R0003
Issued by: Department of the Interior Bureau of Land Management National Office

About this file

Written by GovTribe AI · Feb 11, 2026

This document is a set of construction drawings for the NIFC 415-Duane Graves Replacement project, a demolition and site redevelopment project at the National Interagency Fire Center in Boise, Idaho. The project involves demolishing the existing Building 415 Maintenance facility (approximately 19,000 square feet with steel structural framing and roof) and converting the site into a truck and trailer parking area with associated infrastructure improvements. The work is being designed by LBYD Federal, LLC (Project No. 070117.024) and is at the 100% Construction Documents phase as of September 30, 2025.

The drawings include comprehensive site plans, demolition plans, grading and drainage plans, utility demolition details, and electrical plans across 11 sheets. Key project requirements include: demolition of the maintenance building with mandatory recycling of materials; abandonment of existing gas, electrical, and communication lines in place; retention and protection of the existing guard house and security fence; rerouting of existing gate power and security controls to Building 320-SGE; site regrading and asphalt paving of the former building footprint to create parking spaces with striping and bumpers; installation of six LED area lights on poles with wireless controls and astronomical timers; and provision of pull-through truck and trailer parking with minimum 1-inch asphalt top course. Civil construction standards require compliance with ADA County regulations, minimum 42-inch pipe cover for potable water systems, proper utility separation, 95% standard proctor compaction under slabs and roads, equipment cleaning to prevent noxious weed spread, and best management practices for stormwater control. The site is located at 3833 Development Avenue, Boise, ID 83705 (latitude 43.565877°, longitude -116.208203°).

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Other files for this federal contract opportunity

Other files attached to NIFC Building 415 Replacement Industry Day, newest first.
File	Type	Posted
NIFC_PUBLIC_PARKING_Map_1.pdf	PDF	Feb 11, 2026
2_NIFC_415-MNT_Replace_DRAFT_DWGS_1.pdf	PDF	Feb 11, 2026
3_NIFC_415-MNT_Replace_415-MNT_DEMO_DRAFT_SPECS_1.pdf	PDF	Feb 11, 2026
Industry_Day_Invite_1.pdf	PDF	Feb 11, 2026
1_NIFC_415-MNT_Replace_DRAFT_SPECS_1.pdf	PDF	Feb 11, 2026

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DRAFT

STOPSTOP

BOLLARD

MCP

Vehicle Mail

DRAWING INDEX

SHEET

SUB

SHEET TITLE OF SHEET

GENERAL

1 G-001 COVER SHEET

SURVEY

2 V-101 EXISTING SITE CONDITIONS

CIVIL

3 C-001 CIVIL LEGEND AND ABBREVIATIONS

4 C-002 CIVIL NOTES

5 CD101 OVERALL SITE DEMOLITION PLAN

6 C-101 OVERALL SITE PLAN

7 C-102 OVERALL SITE GRADING AND DRAINAGE PLAN

8 C-501 DETAILS

ELECTRICAL

9 E-001 ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS

10 ED101 PHASE 2 - UTILITY DEMOLITION SITE ELECTRICAL PLAN

11 ES101 PHASE 2 - SITE ELECTRICAL PLAN

DESIGNERS

G-001

M .A

N D

C O

S H

VICINITY MAPREFERENCE MAP

PROJECT LOCATION

LATITUDE: 43.565877°

LONGITUDE: -116.208203°

3833 DEVELOPMENT AVE, BOISE, ID 83705

NATIONAL INTERAGENCY FIRE CENTER

NIFC 415-DUANE GRAVES REPLACEMENT

NIFC 415-MNT DEMOLITION

BOISE, IDAHO

PROJECT

LOCATION

NIFC

CAMPUS

ALWAYS THINK SAFETY

Project #

Sh ee t T itl e:

Date:

BLM Project #

U ni te d

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De sc rip tio n

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Sheet of 11

09/30/2025

070117.024

140L0624F0171

-D

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E, ID

C D

- N O

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UCTI

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HASE

C D

070117.024Project No.

LBYD FEDERAL, LLC

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

DRAFTTRENCH 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)

MANHOLE

RIM: 2864.70

INV: 2863.14 12" CMP (N)

INV: 2863.25 8" PVC (SE)

CATCH BASIN

RIM: 2864.33

INV: 2861.91 12" CMP (E)

INV: 2862.14 12" CMP (S)

INV: 2862.15 12" CMP (W)

TRENCH DRAIN

RIM: 2864.6±

INV: 2863.49 4" PVC? (E)

MANHOLE

RIM: 2866.06

MANHOLE

RIM: 2866.07

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)

SURVEY CONTROL

POINT #

NORTHING

693057.21

EASTING

2502903.81

ELEVATION

2861.27'

DESCRIPTION

BRC BM WFO SITE LS5082

20' 40'0

V-101

M . A

N D

G S

C O

N D

N S

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.

MODIFIED IDAHO STATE PLANE COORDINATES,

REPRESENTING GROUND DISTANCES, WERE CALCULATED

BY USING A COMBINED FACTOR OF 1.0001799589 DERIVED

FROM THE ADA COUNTY GIS SYSTEM.

VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM

1988 (NAVD88).

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

# OH0127) WERE USED TO CONTROL ELEVATION FOR THE

PROJECT.

GENERAL SHEET NOTES

EXISTING SITE CONDITIONSA2

BUILDING 410A

INFORMATION SYSTEMS

BUILDING 410B

RADIO CACHE

BUILDING 415

MAINTENANCE

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

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De sc rip tio n

Da te

Sheet of 11

09/30/2025

070117.024

140L0624F0171

-D

-M

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E, ID

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070117.024Project No.

LBYD FEDERAL, LLC

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

C-001

M . A

N D

D A

N D

N S

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)

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

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

:\L

D Fe de ra l P ro je ct

F ile s\

-A ct ive P ro je ct s\

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

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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 11

09/30/2025

070117.024

140L0624F0171

-D

-M

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E, B

E, ID

C D

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C D

070117.024Project No.

LBYD FEDERAL, LLC

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

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#

PROPOSEDEXISTING

OHP OVERHEAD POWEROHP

PS PRESSURE SEWER LINEPS

UGP UNDERGROUND POWERUGP

TC TELECOMMUNICATIONTC

DEMOLISH EXISTING FEATURES

LIMITS OF CONSTRUCTION

- GENERAL SYMBOLS -

SYMBOL DESCRIPTION

APPROXIMATE LIMITS OF

PROPOSED SITE IMPROVEMENTS

LIGHTING CONDUIT BELOW GRADELTP

HANDHOLE

G NATURAL GAS

EP EDGE OF PAVEMENT

EG EDGE OF GRAVEL

PIRR PRESSURE IRRIGATION PIPE

IRRIGATION VAULT

PIRR

GIRR GRAVITY IRRIGATION PIPE

IRRIGATION HEAD

C-002

M . A

N D

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.

ALWAYS THINK SAFETY

Project #

Sh ee t T itl e:

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070117.024Project No.

LBYD FEDERAL, LLC

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

20' 40'0

CD101

M . A

N D

G . T

H O

G . T

H O

O N

1. EXISTING UTILITY LAYOUT PROVIDED BY NIFC.

2. WATER SERVICE TO BE CAPPED BY VEOLIA-APPROVED

CONTRACTOR PER VEOLIA DRAWINGS.

3. THE EXISTING BUILDING HAS A FOOTPRINT OF

APPROXIMATELY 19,000 SF. BUILDING HEIGHT IS

APPROXIMATELY 18 TO 20 FEET. STRUCTURAL FRAMING

AND SKIN IS STEEL. ROOF IS STEEL RAFTERS WITH

WOOD SHEETING AND STEEL COVER. SPLIT TYPE HVAC

UNITS SIT ON THE EAST AND WEST ENDS OF THE

BUILDING. TWO ROOF PACKAGE HVAC UNITS SIT ON THE

ROOF. HVAC DUCT WORK IS GALVANIZED STEEL. OPEN

BAY AREAS INCLUDE DUST COLLECTION AND WELDING

FUME COLLECTION SYSTEMS.

GENERAL SHEET NOTES

SHEET KEYNOTES

OVERALL DEMOLITION SITE PLANA2

1. RETAIN AND PROTECT EXISTING GUARD HOUSE.

2. REROUTE EXISTING GATE #3 POWER AND SECURITY

CONTROLS TO BUILDING 320-SGE. SEE ELECTRICAL.

3. RETAIN AND PROTECT EXISTING SECURITY FENCE.

4. DEMOLISH EXISTING MAINTENANCE BUILDING 415. THE

CONTRACTOR WILL BE REQUIRED TO RECYCLE

DEMOLITION MATERIALS AND REPORT QUANTITIES OF

RECYCLED MATERIALS TO GOVERNMENT.

5. RETAIN AND PROTECT EXISTING GAS LINE.

6. ABANDON EXISTING GAS LINE IN PLACE. CUT AND CAP

THE LINE AT THE GAS MAIN AND WHERE THE LINE

ENTERS THE 415 BUILDING.

7. CUT AND REMOVE WIRE. ABANDON EXISTING

UNDERGROUND ELECTRICAL POWER LINE CONDUIT IN

PLACE.

8. CUT AND REMOVE WIRE. ABANDON EXISTING

COMMUNICATION LINE CONDUIT IN PLACE.

9. RETAIN AND PROTECT EXISTING STORM SEWER

IMPROVEMENTS.

10. CUT AND REMOVE ELECTRICAL FEEDS TO THE EXISTING

415 BUILDING. THAT FEEDS THE TRANSFORMER NORTH

OF THE 410C BUILDING.

11. CUT AND CAP SANITARY SEWER SERVICE FROM

EXISTING BUILDING 415, WHILE RETAINING THE

SANITARY SEWER SERVICE FROM BUILDINGS 410C AND

420.

12. 1" OF ASPHALT MILLING. SEE DETAIL C3/C-501.

13. SEE ELECTRICAL DRAWINGS FOR TELECOMMUNICATION

AND POWER ROUTING LOCATIONS.

BUILDING 410A

INFORMATION SYSTEMS

BUILDING 410B

RADIO CACHE

BUILDING 415

MAINTENANCE

BUILDING 320 - SGE

ALWAYS THINK SAFETY

Project #

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

13 8

N: 692603.00 E: 2503625.47

N: 692603.00 E: 2503541.47

N: 692649.50 E: 2503661.28

N: 692585.50 E: 2503661.28

N: 692521.50 E: 2503671.28

N: 692649.50 E: 2503791.28

N: 692585.50 E: 2503791.28

N: 692521.50 E: 2503781.28

N: 692526.03 E: 2503836.73

N: 692666.58 E: 2503836.73

LTPLTPLTPLTPLTPLTPLTPLTPLTPLTPLTPLTPLTP

LTP

LTPLTPLTPLTPLTPLTPLTP

LTP

20' 40'0

C-101

M . A

N D

1. TRUCK AND CAMPER USED FOR TURNING RADIUS

ANALYSIS.

GENERAL SHEET NOTES

SHEET KEYNOTES

1. REGRADE AND PAVE ASPHALT PARKING AREA IN EXISTING

BUILDING FOOTPRINT. SEE DETAIL C1/C-501.

2. PROVIDE 4" WHITE STRIPING FOR PARKING SPACES, TYP.

3. PROVIDE 4" WHITE STRIPING FOR EDGE AND CORNER NO

PARKING, TYP.

4. PROVIDE AND INSTALL (10) PARKING BUMPERS. SEE DETAIL

A2/C-501.

5. PROVIDE PULL THROUGH TRUCK AND TRAILER PARKING.

6. PROVIDE MINIMUM 1" OF ASPHALT TOP COURSE TO MILLED

AREA. SLOPE PER C-102 SITE GRADING PLAN.

OVERALL SITE PLANA2

BUILDING 320 - SGE

BUILDING 410A

INFORMATION SYSTEMS

BUILDING 410B

RADIO CACHE

12' 35.8'

10'

24'

10'

19'

ALWAYS THINK SAFETY

Project #

Sh ee t T itl e:

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070117.024Project No.

LBYD FEDERAL, LLC

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

R10' R10'

R3 5.

10'

2866.40

2.0%

3%2.

2.8

M.E.± 2865.62 M.E.± 2865.75

M.E.± 2866.02M.E.± 2864.90

2866.392866.39

M.E.± 2865.482.5%

1.2%

M.E.± 2866.10

ALWAYS THINK SAFETY

Project #

Sh ee t T itl e:

Date:

BLM Project #

U ni te d

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M an ag em en t

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070117.024Project No.

LBYD FEDERAL, LLC

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

20' 40'0

C-102

M . A

N D

D R

OVERALL SITE GRADING AND DRAINAGE PLANA2

BUILDING 410A

INFORMATION SYSTEMS

GRADE BREAK

TYP.

BUILDING 320 - SGE

BUILDING 410A

INFORMATION SYSTEMS

BUILDING 410B

RADIO CACHE

1. REPLACE SOLID LID WITH GRATE.

GENERAL SHEET NOTES

RIM: 2864.70

DRAFTPAVEMENT MILLING WIDTH

(50' OR AS DIRECTED BY THE ENGINEER)

CONTRACTOR TO MAINTAIN CLEAN EDGE

FOR ENTIRE LENGTH OF PAVEMENT MILLED

REQUIRED ASPHALT

WEARING SURFACE

REQUIRED MILLING

ASPHALT LEVELING

COURSE AS REQUIRED

MILLING DEPTH TO

MATCH THICKNESS OF

REQUIRED ASPHALT

WEARING SURFACE

EXISTING ASPHALT

PAVEMENT (TYPICAL)

3" MIN PLANT MIX

6" MIN CRUSHED

AGGREGATE BASE COURSE

SUBGRADE COMPACT

TO FIRM UNYIELDING

LIGHT DUTY

SCALE: NTS

TYPICAL ASPHALT DETAILC1

ALWAYS THINK SAFETY

Project #

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-501

M . A

N D

SCALE:

TYPICAL ASPHALT RESURFACINGC2

HOLE FOR 5/8 Ø DOWEL. 1 FT. FROM

EACH END.(TYPICAL OF 2 HOLES)

DRILL HOLE THRU PAVEMENT. DRIVE

24" LONG STEEL PIN THROUGH

WHEEL STOP AND PAVEMENT INTO

SUBGRADE.

6', TYP.

SCALE: NTS

TYP. PARKING BUMPER DETAILA2

MATCH ADJACENT

SURFACE TREATMENT

NUMBER AND SIZE OF

UTILITIES MAY VARY

SUITABLE SOIL

BACKFILL

2' -6

WIDTH AS NEEDED

12" MIN

PIPE ZONE BEDDING

COURSE

NOTE: BACKFILL MATERIALS COMPACTION

- 95% STD PROCTOR UNDER SLABS AND ROADS

- 90% STANDARD PROCTOR MIN ALL OTHER AREAS

3" SEPARATION MIN TYP

DETECTABLE UTILITY

MARKING TAPE

12 AWG TRACING WIRE

SCALE: NTS

TYPICAL DRY UTILITY TRENCHA3

PRECAST CONCRETE PARKING

BUMPER

SQUARE LIGHT POLE PER

SPECIFICATION 265213. MATCH

OTHER POLES ON CAMPUS.

INSTALL LIGHT POLE

PER MANUFACTURERS

INSTRUCTIONS

FILL SPACE AFTER POLE

HAS BEEN PLUMBED,

WITH NON-SHRINK

GROUT AND CHAMFER

AT 45 DEGREE ANGLE

CONDUIT PER

ELECTRICAL

DRAWINGS, UNO.

ANCHOR BOLTS,

DOUBLE NUTS

AND WASHERS

AS REQUIRED

5/8" X 8' GROUND ROD

#2/0 AWG BC TO

GROUND ROD

FINISHED GRADE

1" ELECTRICAL CONDUIT

(6) #6 REBAR VERT. X 4'-6"

LG EQUALLY SPACED

(4) #4 REBAR HOOPS

EQUALLY SPACED

(4) ANCHOR BOLTS,

1" X 3'-0" LONG ON

10" DIA B.C. LOCATE

USING POLE BASE

AS A TEMPLATE.

12" LAP MIN.

2" MIN

3' -0

A C-505

SCALE: NTS

PARKING AREA LIGHT POLE FOUNDATIONC4

SCALE: NTS

SECTIONA

S S2 S3 S4

(N)

PANEL

XXX

XXXA

100A4G

X 47,000 A

EF-1

A E102

E102

CIRCUIT BREAKER

FUSED SWITCH

PANELBOARD

AUTOMATIC OR MANUAL TRANSFER SWITCH

FEEDER DESIGNATION, SEE FEEDER SCHEDULE

TRANSFORMER

AVAILABLE FAULT CURRENT

METER

NON-FUSED DISCONNECT SWITCH

A = AMPERAGE RATING

P = PHASE

MAIN SWITCH BOARD, MOTOR CONTROL CENTER OR

DISTRIBUTION BOARD

SURFACE MOUNTED PANELBOARD

MOTOR

TRANSFORMER

2'x4' LED LUMINARIES

X=LUMINAIRE ID (REFER TO LUMINAIRE SCHEDULE)

#=BRANCH CIRCUIT NUMBER

SHADING INDICATES LUMINAIRE ON EMERGENCY

CIRCUIT OR BATTERY BACKUP

LED WALL MOUNTED LUMINAIRE

OCCUPANCY SENSOR

EXIT LIGHT

(WITH FACES & DIRECTION ARROWS INDICATED)

WALL MOUNTED BATTERY PACK EMERGENCY LIGHT

2 PORT DATA FACEPLATE MOUNTED AT +18 TO

CENTER UNO.

TELEVISION OUTLET 2 PORT FACEPLATE WITH 1 DATA

OUTLET AND DUPLEX RECEPTACLE

KEY NOTE

EQUIPMENT TAG

HATCHING INDICATES ITEM(S) TO BE REMOVED

NORTH ARROW

DETAIL BUBBLE

DETAIL NUMBER

SHEET NO. - WHERE

DETAIL IS SHOWN

SECTION CUT

SECTION LETTER

SHEET NO. - WHERE

DETAIL IS SHOWN

(E) EXISTING

(N) NEW

(D) DEMO

(PART) PARTIAL CIRCUIT

+XX MOUNTING HEIGHT IN INCHES. AFF UNO

A AMP

AC ABOVE COUNTER TOP

AF AMP FRAME

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIC AMPS INTERRUPTING CAPACITY

AS AMPS SENSOR

AT AMP TRIP

BFG BELOW FINISHED GRADE

C CONDUIT

CB CIRCUIT BREAKER

CKT CIRCUIT

CLG CEILING

CONT CONTINUED

CSC CEILING SECURITY CAMERA

EF EXHAUST FAN

EGB ELECTRICAL GROUND BUSBAR

EGC ELECTRODE GROUNDING CONDUCTOR

ELEC ELECTRIC

ELEV ELEVATION

EM EMERGENCY

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FLR FLOOR

FLUOR FLUORESCENT

G GROUND (EQUIPMENT)

GEN GENERATOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFI GROUND FAULT CIRCUIT INTERRUPTER

GND GROUND (EQUIPMENT)

HP HORSEPOWER

HV HIGH VOLTAGE

IC INTERRUPTING CAPACITY

IG ISOLATED GROUND

JB JUNCTION BOX

K THOUSAND

LTG LIGHTING

LTS LIGHTS

LV LOW VOLTAGE

MCB MAIN CIRCUIT BREAKER

MCM THOUSAND CIRCULAR MILS

MLO MAIN LUGS ONLY

MTS MANUAL TRANSFER SWITCH

N NEUTRAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRIC CODE

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN

P POLE

PB PULL BOX

PNL PANEL

PWR POWER

RCPT RECEPTACLE(S)

SBC STRANDED BARE COPPER

SDBTC SOFT DRAWN BARE TINNED COPPER

T TRANSFORMER

TEL TELEPHONE

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR

TYP TYPICAL

UF UNDERFLOOR

UG UNDERGROUND

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

V VOLTAGE

VFD VARIABLE FREQUENCY DRIVE

WG WIRE GUARD

WP WEATHERPROOF

WSC WALL MOUNT SECURITY CAMERA

XFMR TRANSFORMER

BRANCH CIRCUIT HOME RUN TO PANELBOARD,

DESIGNATION INDICATES PANEL AND CIRCUIT NUMBERS.

CONDUIT AND/ OR WIRE CONCEALED IN WALL OR ABOVE

CEILING EXCEPT IN EXPOSED STRUCTURE AREAS

CONDUIT BREAK SYMBOL

CONDUIT CAP

CONDUIT STUB DOWN

CONDUIT STUB UP

JUNCTION BOX

SWITCH SYMBOLS, MOUNTED AT +48" TO CENTER UNO

SINGLE POLE (IF BLANK)

2=DOUBLE POLE

3=THREE-WAY

4=FOUR-WAY

D=DIMMER

O=OCCUPANCY SENSOR

V=VACANCY SENSOR

T=THERMAL OVERLOAD

WELDER RECEPTACLE

SPECIAL PURPOSE RECEPTACLE

MISC. SYSTEM COMPONENT

ACC= ACCESS CONTROL CONSOLE

FACP= FIRE ALARM CONTROL PANEL

FB= FLOOR BOX

FSD= FIRE SMOKE DAMPER

HH= HANDHOLES

TVSS= TRANSIENT VOLTAGE SURGE SUPPRESSER

VFD= VARIABLE FREQUENCY DRIVE

QUADRUPLEX RECEPTACLE MOUNTED AT +18" TO CENTER UNO

DUPLEX RECEPTACLE MOUNTED AT +18" TO CENTER UNO

FLOOR MOUNTED DUPLEX RECEPTACLE

FLOOR MOUNTED QUADRIPLEX RECEPTACLE

FLOOR MOUNTED TELE/DATA RECEPTACLE

CEILING MOUNTED DUPLEX RECEPTACLE

CEILING MOUNTED QUADRUPLEX RECEPTACLE

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

SYMBOL DESCRIPTION

-GRAPHIC SYMBOLS-

-TELECOM & FIRE ALARM DEVICES-

-LIGHTING-

-POWER--ONE LINE SYMBOLS-

-GENERAL-

-ABBREVIATIONS-

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

CEILING MOUNTED DATA RECEPTACLE

2 PORT TELE/DATA FACEPLATE MOUNTED AT +18 TO

CENTER UNO.

USB

GFCI RECEPTACLE MOUNTED AT +18" TO CENTER UNO

DUPLEX RECEPTACLE INSTALLED ABOVE COUNTER

DUPLEX RECEPTACLE INSTALLED HORIZONTALLY

USB = COMBINATION TYPE A/C USB DUPLEX RECEPTACLE

RECESSED MOUNTED PANELBOARD

GROUND TEST WELL

GROUND ROD

GROUND BUS

ELECTRICAL GROUNDING ELECTRODE

SYMBOL DESCRIPTION

-GROUNDING-

LED DOWNLIGHT

WALL MOUNTED EXIT LIGHT

(WITH FACES & DIRECTION ARROWS INDICATED)

CARD READER

1F = ONE FACTOR AUTHENTICATION

2F = TWO FACTOR AUTHENTICATION

SECURITY CAMERA

FF = FIXED FOCUS

PTZ = PAN TILT ZOON

CORD REEL DUPLEX RECEPTACLE DROPCR

CUB CUBICLE DUPLEX RECEPTACLE

CUBICLE 2 PORT DATA FACEPLATE

CUB

UGP

LTP LIGHTING CONDUIT BELOW GRADE

TELECOMMUNICATION CONDUIT BELOW GRADE

POWER CONDUIT BELOW GRADE

POLE MOUNTED SINGLE LUMINAIRE

POLE MOUNTED DOUBLE LUMINAIRE

WALL MOUNTED HORN AND STROBE LIGHT

XXdB = MINIMUM SOUND LEVEL IN DECIBELS XXcd = MINIMUM STROBE INTENSITY IN CANDELAS

D P

CEILING MOUNTED PHOTOELECTRIC

SMOKE DETECTOR

M WALL MOUNTED MANUAL FIRE ALARM PULL STATION

D P WALL MOUNTED PHOTOELECTRIC SMOKE DETECTORS

XXdB XXcd

TELE-POWER POLEPP

A/P

Project No.

LBYD FEDERAL, LLC

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

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

1 2 3 4 5

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Project #

Date:

ALWAYS THINK SAFETY Sheet of

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E-001

C D

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9 11

C D

1 1/2" = 1'-0"1

ELECTRICAL LEGEND, NOTES AND

ABBREVIATIONS

10.

11.

12.

ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL

BUILDING CODES AND THE LATEST EDITION OF THE NATIONAL

ELECTRIC CODE (NEC).

REFERENCE SPECIFICATIONS FOR CONSTRUCTION MATERIALS

AND INSTALLATION PROCEDURES. SPECIFICATIONS ARE A PART

OF THE CONSTRUCTION DOCUMENTS. SHOULD ANY CONFLICT

ARISE BETWEEN THE DRAWINGS AND SPECIFICATIONS, SUCH

CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT/ENGINEER FOR RESOLUTION.

THESE DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND DO

NOT NECESSARILY SHOW MATERIALS FOR A COMPLETE

INSTALLATION.

ALL PENETRATIONS THROUGH FIRE SEPARATION WALLS ARE TO

BE SEALED TO MAINTAIN SEPARATION RATING.

PENETRATIONS THROUGH SECURITY RATED WALLS AND

FLOORS SHALL BE PROTECTED PER PROJECT REQUIREMENTS.

JUNCTION BOXES FOR LUMINARIES ARE NOT INDICATED HERE

ON. PROVIDE THE PROPER NUMBER OF J-BOXES TO MEET LOCAL

CODE AND NATIONAL ELECTRICAL CODE.

LIGHT SWITCHES SHALL BE MOUNTED 48 INCHES ABOVE

FINISHED FLOOR TO CENTERLINE OF DEVICE, UNLESS

OTHERWISE NOTED.

RECEPTACLES SHALL BE LOCATED 18 INCHES ABOVE THE

FINISHED FLOOR TO CENTERLINE OF THE DEVICE, UNLESS

OTHERWISE NOTED. ABOVE COUNTER RECEPTACLES SHALL BE

MOUNTED 6 INCHES ABOVE THE BACK SPLASH TO THE

CENTERLINE OF THE DEVICE.

WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE

IN COMPLIANCE WITH NEC.

PANELBOARD OR SWITCHBOARD DEDICATED SPACE FROM

FLOOR TO STRUCTURAL CEILING SHALL BE CLEAR OF PIPING,

DUCTS, EQUIPMENT, ETC. NOT ASSOCIATED WITH THE

IMMEDIATE EQUIPMENT IN ACCORDANCE WITH NEC 408.

ALL EQUIPMENT MOUNTED OVERHEAD OR ABOVE SUSPENDED

CEILINGS WEIGHING 30 POUNDS OR MORE MUST BE SECURED

TO A PERMANENT STRUCTURE BY MEANS OF HAVING

SUFFICIENT CAPACITY TO RESIST HORIZONTAL FORCES OF 0.5

TIMES THE EQUIPMENT WEIGHT AND VERTICAL FORCES OF 1.5

TIMES THE EQUIPMENT WEIGHT.

DRAWINGS ARE PRINTED IN ANSI D SIZE. IF DRAWINGS ARE NOT

22" X 34", USE SCALES ACCORDINGLY.

13. MINIMUM WIRE SIZE IS 12 AWG UNLESS NOTED

OTHERWISE

GENERAL ELECTRICAL NOTES

NOT FOR C

ONSTRUCTIO

PHASE

N O

R C

O N

U C

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DRAFTT

UGP

TC TC TC TC TC TC TC

LTP LTP LTP LTP LTP

LTP

UGP

LTP LTP LTP

UGPUGPUGPUGPUGPUGPUGP

TC TC TC TC TC TC TC TC

UGP

ALWAYS THINK SAFETY

Project #

Sh ee t T itl e:

Date:

BLM Project #

U ni te d

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

Dr aw in gs

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070117.024Project No.

LBYD FEDERAL, LLC

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

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

30' 60'0

ED101

D . S

M . H

G . T

H O

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N S

1. EXISTING UTILITY LAYOUT PROVIDED BY JUB.

GENERAL SHEET NOTES

SHEET KEYNOTES

1. DEMOLISH EXISTING UNDERGROUND POWER LINE.

2. DEMOLISH EXISTING UNDERGROUND COMMUNICATION

LINES.

OVERALL UTILITY DEMOLITION SITE ELECTRICAL PLANA2

BLDG 300

JACK F. WILSON

BUILDING 410A

INFORMATION SYSTEMS

BUILDING 410B

RADIO CACHE

BUILDING 415

MAINTENANCE

BLDG 320 - SGE

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

-M

O N

E, B

E, ID

LTPLTPLTPLTPLTPLTPLTPLTPLTP

LTP

LTPLTPLTPLTPLTP

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

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Seal:

De sc rip tio n

Da te

Sheet of 11

07/11/2025

070117.024

140L0624F0171

-D

-M

O N

E, B

E, ID

C D

- N O

O N

R C

NSTR

UCTI

O N

HASE

C D

070117.024Project No.

LBYD FEDERAL, LLC

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

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

30' 60'0

ES101

D . S

M . H

G . T

H O

- S

SHEET KEYNOTES

1. PROVIDE SIX (6) LED AREA LIGHTS, MOUNTED 23' ABOVE

GRADE ON LIGHT POLES, CONTROLLED WITH EMBEDDED

WIRELESS NETWORKED CONTROLS, ON ASTRONOMICAL

CLOCK TIMERS WITH DAYLIGHT SAVINGS ADJUSTMENT AND

DIMMING & MOTION SENSING CAPABILITY. PROVIDE AND

FIELD ROUTE UNDERGROUND CONDUIT AND ASSOCIATED

HANDHOLES FROM MECHANICAL ROOM TO DESIGNATED

LIGHT POLES. USE 1" C, (2) #8, #8 GND.

OVERALL SITE ELECTRICAL PLANA2

BLDG 300

JACK F. WILSON

BUILDING 410A

INFORMATION SYSTEMS

BUILDING 410B

RADIO CACHE

BLDG 320 - SGE

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

-M

O N

E, B

E, ID

GENERAL

G-001 - COVER SHEET

SURVEY

V-101 - EXISTING SITE CONDITIONS

CIVIL

C-001 - CIVIL LEGEND AND ABBREVIATIONS

C-002 - CIVIL NOTES

CD101 - OVERALL SITE DEMOLITION PLAN

C-101 - OVERALL SITE PLAN

C-102 - OVERALL SITE GRADING AND DRAINAGE PLAN

C-501 - DETAILS

ELECTRICAL

E-001 - ELECTRICAL LEGEND, NOTES AND ABBREVIATIONS

ED101 - PHASE 2 - UTILITY DEMOLITION SITE ELECTRICAL PLAN

ES101 - PHASE 2 - SITE ELECTRICAL PLAN

File details come from the government source that posted it. Updated Feb 11, 2026.