NIFC_Campus_Irrigation_Improvements_Specs_and_Plans.pdf

PDF 4 MB Posted Apr 14, 2023

Attached to: NIFC CAMPUS IRRIGATION IMPROVEMENTS Federal contract opportunity
Solicitation number: 140L3723R0004
Issued by: Department of the Interior Bureau of Land Management Idaho Region

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File	Type	Posted
Sol_140L3723R0004_Amd_0002.pdf	PDF	May 16, 2023
Sol_140L3723R0004_Amd_0001.pdf	PDF	May 15, 2023
SF1442_Example_Completion-Instructions.pdf	PDF	Apr 14, 2023
NIFC_Campus_Irrigation_Improvements_Bid_Schedule.pdf	PDF	Apr 14, 2023
NIFC_Campus_Irrigation_Improvements_Prologue.pdf	PDF	Apr 14, 2023
Sol_140L3723R0004.pdf	PDF	Apr 14, 2023
B03_Wage_Determination_ID20230025_02-03-2023.pdf	PDF	Apr 14, 2023

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INDEX OF DRAWINGS

G-100 COVER SHEET

C-001 CIVIL NOTES

EX-100 EXISTING SITE PLAN

C-100 IRRIGATION SITE PLAN

C-101 100-ADM DETAIL SITE PLAN

C-102 115-NWS DETAIL SITE PLAN

CD-100 CIVIL DETAIL SHEET 1

CD-101 CIVIL DETAIL SHEET 2

CD-102 TWO-WIRE DETAIL SHEET

PROJECT LOCATIONSITE LOCATION

BOISE, IDAHO

SITE LOCATION

E V

E L

O P

M E

N T

V E

ROBINSON RD.

I S

V E

K R

U M

COMMERCE RD.

410A

410B

MAIN GATE

BLM NIFC CAMPUS

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL INTERAGENCY FIRE CENTER

CAMPUS IRRIGATION IMPROVEMENTS

PROJECT LOCATION

. E

A L

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PLAN

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DESIGN OFFICE:

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PROJECT NO:

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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COVER SHEET

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NIFC IRRIGATION IMPROVEMENTS

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BOISE

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IDAHO

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XXX

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NONE

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COVER SHEET

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1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT

VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC).

AND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE MORE STRINGENT

OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR

SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING

STANDARDS AND MAINTAINING A COPY ON SITE DURING CONSTRUCTION.

2. ALL CONTRACTORS, AND SUBCONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION

CONFERENCE WITH THE CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO

START OF WORK.

3. THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATION

ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING

UTILITIES BEFORE COMMENCING WORK. CALL DIG-LINE AT 811 A MINIMUM OF 48

HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF UNDERGROUND

UTILITIES. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND

ALL DAMAGES WHICH MIGHT OCCUR DUE TO HIS FAILURE TO EXACTLY LOCATE AND

PRESERVE ANY AND ALL UNDERGROUND OR OVERHEAD 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

CONTRACTING OFFICER OF ANY POTENTIAL CONFLICTS.

4. CONTRACTORS SHALL NOTIFY THE CONTRACTING OFFICER WHEN MATERIALS

ARRIVE ON-SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN

ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE.

5. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST ME APPROVED

THOUGHT THE SUBMITTAL REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION

NOTE 1.

6. DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE

APPROVAL IN WRITING PRIOR TO CONSTRUCTION.

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

CONSTRUCTED.

8. ALL EXISTING FEATURES INCLUDING CURB AND GUTTERS. SIDEWALKS. OR ASPHALT

PAVING, 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.

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

COMPLETION OF THE WORK.

10. THIS IS A SECURE FACILITY, ALL PERSONNEL SHALL PROVIDE OFFICIAL US

GOVERNMENT OR STATE GOVERNMENT ISSUED IDENTIFICATION AT THE SECURITY

GATE.

11. ALL CONTRACTOR PERSONNEL SHALL WEAR NIFC VISITOR BADGES IN A VISIBLE

LOCATION AND RETURN THE BADGE AT THE END OF EACH DAY OR THE COMPLETION

OF THE PROJECT.

12. CONTRACTOR SHALL PROVIDE A LIST OF NAMES TO THE CONTRACTING OFFICER OF

ALL PERSONNEL WHO WILL PERFORM WORK ON THE NIFC CAMPUS.

13. CONTRACTOR PERSONNEL SHALL NOT ENTER NIFC CAMPUS MORE THAN 30

MINUTES PRIOR TO THE SCHEDULED WORK DAY AND MUST LEAVE THE CAMPUS

WITHIN 30 MINUTES OF THE DAILY WORK COMPLETION TIME. SEE THE STANDARDS

CONDITIONS SET FOR IN THE GENERAL NOTE 1 FOR DEFINITION OF THE WORK DAY.

14. ONSITE WATER AND POWER MAY NOT BE USED FOR CONSTRUCTION ACTIVITIES.

15. THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT MATERIALS TESTING AND

INSPECTION AGENCY TO CONFIRM COMPLIANCE WITH THE PROJECT PLANS AND

SPECIFICATIONS. CONTRACTOR SHALL COORDINATE ALL NECESSARY TESTING AND

INSPECTION. ALL TEST RESULTS SHALL BE SUBMITTED TO THE C.O.R. PER THE

SPECIFICATIONS AND PRIOR TO COVERING UP TESTED WORK.

16. RE-TESTING/ REPLACEMENT OF SUB-STANDARD WORK SHALL BE PROVIDED BY THE

CONTRACTOR AT THE CONTRACTORS EXPENSE. CONTRACTOR SHALL RECEIVE

WRITTEN APPROVAL FROM THE INDEPENDENT TESTING AGENCY FOR ALL BACKFILL,

STRUCTURAL FILLS, PLACEMENT OF AGGREGATE COURSES, AND PLACEMENT OF

PAVEMENT PRIOR TO PROCEEDING WITH SUBSEQUENT WORK. NO SEPARATE

PAYMENT PAYMENT SHALL BE MADE FOR THIS WORK.

GENERAL NOTES

1. CONCRETE SHALL BE CLASS 40008 PER ISPWC SECTION 703.

2. ASPHALT SHALL BE PER CLASS Ill PG64-28.

3. REINFORCING STEEL SHALL BE GRADE 60 REBAR PER ISPWC SECTION 702.

4. CRUSHED AGGREGATE BASE SHALL BE TYPE 3/4" CRUSHED AGGREGATE PER

ISPWC SECTION 802.

5. BEDDING, TYPE I BEDDING PER ISPWC SECTION 305.

6. IRRIGATION PIPE SHALL BE PVC PRESSURE CLASS 200 PSI PER ISPWC

SECTION 900.

7. GRASS SEED MIX SHALL BE KENTUCKY BLUEGRASS.

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

STATE, AND FEDERAL PERMITS REQUIRED FOR STORM WATER POLLUTION

PREVENTION AS A RESULT OF CONSTRUCTION ACTIVITIES. IN

ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY THE

CONTRACTOR SHALL FILE A NOTICE OF INTENT (NOI) AND A STORM WATER

POLLUTION PREVENTION PLAN (SWPPP). PERMIT SHALL BE PRESENTED

FOR REVIEW BY THE COR, A MINIMUM 48 HOURS PRIOR TO THE BEGINNING

OF CONSTRUCTION.

2. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION & SEDIMENT

CONTROL (ESC) FACILITIES DESCRIBED IN THESE PLANS AND IN THE

APPROVED EPA PERMIT. AT A MINIMUM THE ESC FACILITIES SHALL BE

INSPECTED DAILY AND WITHIN 24 HOURS AFTER A STORM EVENT.

3. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTION TO MINIMIZE

DEPOSITING AND TRACKING OF MUD, DIRT, SAND, GRAVEL, ROCK. OR

DEBRIS OUTSIDE OF THE PROJECT AREA. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY CLEAN-UP RESULTING FROM TRACKING OR

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

4. NO DEBRIS, DIRT, AGGREGATE, OR EXCAVATED MATERIALS OR

CONSTRUCTION SUPPLIES, SHALL BE PLACED OUTSIDE OF THE WORK

AREA UNLESS PERMITTED BY THE GOVERNMENT AGENCY OR OTHER

CONTROLLING ENTITY. IN ADDITION, PEDESTRIAN AND VEHICLE

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 BY THE

CONTRACTOR.

5. STAGING, PARKING AND SOIL STOCKPILE AREAS SHALL BE SHOWN ON THE

STORM WATER POLLUTION PREVENTION PLAN 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.

6. CONTRACTOR SHALL KEEP VEHICLES AND EQUIPMENT WITHIN PROJECT

LIMITS AND SHALL PRESERVE EXISTING VEGETATION OUTSIDE OF GRADING

LIMITS TO THE CONDITION THAT EXISTED PRIOR TO CONSTRUCTION.

7. 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.

EROSION & SEDIMENT CONTROL NOTES IRRIGATION NOTES

1. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C., STATE CODES, LOCAL

CODES AND MANUFACTURER'S RECOMMENDATIONS.

2. EXISTING IRRIGATION CONTROLLER BASELINE BASESTATION 3200. IRRIGATION

CONTROL PRODUCTS SHALL BEEN REQUIREMENTS OF BASELINE.

3. TWO-WIRE 14GA IRRIGATION CABLE WITH HDPE OUTER JACKET SHALL BE

INSTALLED IN 3/4" PVC CONDUIT,

3.1. APPROVED TWO-WIRE PRODUCTS INCLUDE:

3.1.1. COLEMAN CABLE #51452

3.1.2. REGENCY HUNTER JACKETED DECODER

3.1.3. REGENCY TORO DECODER CABLE

4. IRRIGATION VALVE BICODERS FOR SOLENOID OPERATION

4.1. APPROVED PRODUCTS

4.1.1. BASELINE 1 VALVE DIRECT BURIAL BICODER, BL-5201.

4.1.2. BASELINE 2 VALVE DIRECT BURIAL BICODER, BL-5202.

4.1.3. BASELINE 4 VALVE DIRECT BURIAL BICODER, BL-5204..

5. SOIL MOISTURE SENSOR

5.1. APPROVED PRODUCT

5.1.1. 15" BISENSOR SOIL MOISTURE SENSOR, BL-5315B.

6. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS

BROUGHT TO THE SURFACE AS A RESULT OF TRENCHING OPERATIONS.

7. IRRIGATION PIPELINES SHALL BE BURIED INSTALLED WITH A MINIMUM 30 INCHES

OF COVER PER ISPWC SECTION 900.

8. LOCATING TAPE AND TRACER WIRE SHALL BE PROVIDED ON ALL IRRIGATION

PIPELINES PER ISPWC SECTION 901.

9. ALL GATE VALVES SHALL BE RESILIENT SEATED GATE VALES PER ISPWC

SECTION 900.

7. UNLESS NOTED OTHERWISE, PROVIDE THRUST RESTRAINT ON ALL PIPES

GREATER THAN 3" IN DIAMETER. REFER TO ISPWC SD-403. ALL THRUST BLOCKS

SHALL BE POURED AGAINST UNDISTURBED SOIL. ALL VALVES, FITTING AND

APPURTENANCES TO BE INSTALLED WITH JOINT RESTRAINING AND THRUST

BLOCKING.

9. WATER MAINS AND NON-POTABLE MAINS (SEWER, STORM DRAIN, FIRE WATER

AND IRRIGATION) SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF 10 FEET

AND MINIMUM VERTICAL SEPARATION OF 18 INCHES.

10. WITH C.O.R APPROVAL CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD

ADJUSTMENTS TO IRRIGATION PIPE AND OTHER EQUIPMENT LOCATIONS TO FIT

THE EXISTING SITE.

LANDSCAPING NOTES

1. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN

STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF

NOT IN A SOUND AND HEALTHY CONDITION.

2. ALL PLANTING BEDS WILL BE COVERED WITH WEED BARRIER FABRIC AND

A MINIMUM OF 4" DEPTH OF CRUSHED ROCK.

3. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE

YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY THE C.O.R. REPLACE

ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION

IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE

OWNER.

4. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT

SURFACES AND ENSURE POSITIVE DRAINAGE IN ACCORDANCE WIT THE

SITE GRADING PLAN.

5. FERTILIZE ALL SHRUBS WITH 'AGRIFORM' PLANTING TABLETS. QUANTITY

PER MANUFACTURER'S RECOMMENDATIONS.

MATERIAL NOTES

TRENCHING NOTES

1. TRENCHING SHALL BE CONDUCTED PER THE APPROPRIATE DETAIL.

2. TRENCH BACKFILL SHALL BE IMPORT OR NATIVE MATERIAL MEETING THE

REQUIREMENTS OF THE SPECIFICATIONS. BACKFILL SHALL BE TYPE I BACKFILL.

3. SUPPORT AND PROTECT AS NECESSARY, ANY PIPE OR CONDUIT EXPOSED AS

PART OF THE TRENCH EXCAVATION. CONTRACTOR SHALL MAINTAIN ALL EXISTING

UTILITIES IN SERVICE AT ALL TIMES AND SHALL COORDINATE WITH RESPECTIVE

UTILITY COMPANIES OR C.O.R. TO MAINTAIN AND PROTECT SERVICES.

LEGEND

COMMUNICATIONS

CONTROL WIRE

IRRIGATION 1/2"

IRRIGATION 3/4"

IRRIGATION 1" - 8"

SANITARY SEWER

STORM DRAIN

UNDERGROUND ELEC

POTABLE WATER

COM COM

IRR 1'' IRR 1'' IRR 1''

SD SD

UGE UGE

W W

1. PROVIDE COR WITH TESTING SCHEDULE 1 WK PRIOR TO STARTING. EACH

VALVE AND SENSOR TO BE TESTED IN FIELD AND IN BASELINE TO CONFIRM

OPERATIONS.

2. CONTRACTOR TO PROVIDE PIPELINE PRESSURE TESTING PER ISPWC

SECTION 401.

3. CONTRACTOR TO PROVIDE BASELINE VALVE AND MOISTURE SENSOR

PROGRAMMING.

TESTING AND COMMISSIONING NOTES

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UNITED STATES DEPARTMENT OF THE INTERIOR

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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CIVIL NOTES

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NIFC IRRIGATION IMPROVEMENTS

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BOISE

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IDAHO

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CIVIL NOTES

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C-001

IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''

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GENERATOR

IRR 1''

IRR 4''

IRR 2''

2''

R 2''

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R 2''

2''

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115 NATIONAL WEATHER

SERVICE

110 TRAINING

100 ADMINISTRATION

102 SHOSHONE-PAIUTE

108 OWYHEE

COMMUNICATION VAULT

HVAC CHILLER

COMMUNICATION VAULT

EX MH #1

RIM = 2861.68

INV IN = 2849.03

INV OUT = 2848.93

EX CB #1

RIM = 2859.66

INV OUT = 2857.10

EX CB #2

RIM = 2861.03

INV OUT = 2857.62

EX MH #2

RIM = 2862.21

INV IN = 2849.73

INV OUT = 2849.63

MH #3

RIM = 2861.91

INV OUT = 2859.29

COMMUNICATION

VAULT

POTABLE

WATERLINE

GROUNDWATER

MONITORING WELL

IRRIGATION SPRINKLER LINE

APPROXIMATE LOCATION (TYP)

IRRIGATION CONTROLLER #100

MOUNTED ON EXTERIOR WALL

EXISTING

IRRIGATION

VALVING

TESORO OIL PIPELINE EASEMENT

EXISTING SITE PLAN

0 10' 20' 40'

1" = 20'

THIS SCALE BAR MEASURES

2" AT FULL SCALE

IRRIGATION CONTROLLER #115

MOUNTED ON EXTERIOR WALL

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PLAN

IRR 4''

IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''

IRR 4'' IRR 2''

IRR 2''

IRR 2''IRR 2''

IRR 2''

IRR 2'' IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''

COM

6''

IRR 6''

COM COM COM COM COM COM

CENTURYLINK

COM

UGEUGEUGEUGE

W W W W W W W W W W

UGE

IRR 4''

COM

UGE

UGEUGEUGEUGE

UGEUGEUGEUGEUGEUGE

COM

UGEUGEUGE

COM

UGE

COM COM COMCOMCOM COMCOM

GAS

ABD GAS

ABANDONED NIFC GAS LINE

GASGASGASGASGAS

GAS

UGEUGEUGEUGEUGEUGE

UGE

SD SD

SS SS SS SS SS

6''

IRR 6''

IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''

GAS

W W W W W W W W W W

4''

R 4''

4''

R 4''

4''

R 4''

IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''

4"IRR

valve

IRR

5''

IRR

5''

IRR 1.5''

IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''

2''

R 2''

IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''

2''

R 2''

IRR 1.5''

2''

R 2''

IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''

2''

R 2''

IRR 1.5''

2''

R 2''

IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''

2''

R 2''

IRR 1.5''

2''

R 2''

IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''

2''

R 2''

IRR 1.5''

2''

R 2''

IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''

2''

R 2''

IRR 1.5''

2''

R 2''

IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''

2''

R 2''

IRR 1.5''

2''

R 2''

IRR 1''

IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''

2''

R 2''

IRR 1.5''

IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''

IRR 2'' IRR 2'' IRR 2'' IRR 2'' IRR 2'' IRR 2'' IRR 2'' IRR 2'' IRR 2'' IRR 2''

IRR 2''

IRR 2''I

R 2''

2''

R 2''

IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''

2''

R 2''

IRR 1.5'' IRR 1.5'' IRR 1.5'' IRR 1.5'' IRR 1.5'' IRR 1.5'' IRR 1.5'' IRR 1.5'' IRR 1.5''

IRR 1.5''

IRR 1.5'' IRR 1.5'' IRR 1.5'' IRR 1.5'' IRR 1.5''

IRR 1.5''

IRR 1.5'' IRR 1.5'' IRR 1.5'' IRR 1.5'' IRR 1.5'' IRR 1.5''

IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''

IRR 1'' IR

1''

IRR 1''

IRR 1'' IRR 1''

IRR 1''

COMCOM

UGE

UGEUGEUGEUGEUGE

UGE

IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''

IRR 1'' IRR 1'' IRR 1'' IRR 1''

IRR 1'' IRR 1'' IRR 1'' IRR 1'' IRR 1'' IRR 1''

SS SS SS SS SS SS SS SS SS SS SS

IRR 2'' IRR 2'' IRR 2'' IRR 2'' IRR 2'' IRR 2'' IRR 2'' IRR 2''

4''

R 4''

4''

R 4''

IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''

IRR 1''

IRR 1'' IRR 1'' IRR 1''

IRR 1''

IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''

4''

IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''

UGE

SS SS SS SS SS SS SS SS

UGE

IRR 4''IRR 4''

IRR 1''

IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''

IRR 1''

IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''

GENERATOR

IRR 1''

IRR 4''

IRR 2''

2''

R 2''

2''

R 2''

2''

IRR 2''

4''

R 4''

4''

R 4''

4''

IRR 1''

IRR 2''

IRR 1''

115 NATIONAL WEATHER

SERVICE

110 TRAINING

100 ADMINISTRATION

102 SHOSHONE-PAIUTE

COMMUNICATION VAULT

COMMUNICATION

VAULT

HVAC CHILLER

COMMUNICATION VAULT

4" IRRIGATION MAIN

POTABLE

WATERLINE

GROUNDWATER

MONITORING WELL

RAINBIRD IRRIGATION CONTROLLER

MOUNTED ON EXTERIOR WALL TO

BE ABANDONED IN-PLACE

EXISTING IRRIGATION

VALVING TO BE REMOVED

SAWCUT AND REPLACE ONE SIDEWALK PANEL, JOINT

TO JOINT. PROVIDE ONE PIE SIZE LARGER PVC

CONDUIT FOR INSTALLATION OF IRRIGATION MAIN AND

WIRE.

CONNECT TO EXISTING 4" PVC IRRIGATION MAIN,

INSTALL 4" x 4" x 4" TEE.

CAP EXISTING PVC PIPING.

45° FITTING.

TEE FITTING.

3/4" LOW PRESSURE IRR, SEE DETAIL A, SHEET CD-100

1" LINE PRESSURE IRR, SEE DETAIL B, SHEET CD-100

2" LINE PRESSURE IRR, SEE DETAIL C, SHEET CD-100

TWO-WIRE CONTROL, SEE DETAIL SHEET CD-102

ELECTRICAL JUNCTION BOX, 6" DIAM.

MOISTURE SENSOR, MAX 50' FROM BICODER, SEE

DETAIL SHEET CD-102

PLAN NOTES

6 7

1. APPROXIMATE LOCATIONS OF UNDERGROUND

UTILITIES ARE SHOWN FOR REFERENCE ONLY. THE

CONTRACTOR SHALL, AT ITS OWN COST AND

EXPENSE, IDENTIFY LOCATION, SIZE AND ELEVATION

OF ALL UTILITIES PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

2. NOT ALL IRRIGATION FITTINGS SHOWN. MINOR

FITTINGS TO MAKE CONNECTIONS AND TURNS ARE

RESPONSIBILITY OF CONTRACTOR.

3. IDENTIFY LOCATION AND DEPTH ON RECORD

DRAWINGS.

GENERAL NOTES

IRRIGATION SITE PLAN

0 10' 20' 40'

1" = 20'

THIS SCALE BAR MEASURES

2" AT FULL SCALE

TESORO OIL PIPELINE EASEMENT

BASELINE IRRIGATION

CONTROLLER MOUNTED

ON EXTERIOR WALL

IRRIGATION SPRINKLER

APPROXIMATE LOCATION (TYP)

SEE DETAIL

SHEET C-101

SEE DETAIL

SHEET C-102

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AutoCAD SHX Text IRR Vault: 2 Valves 1" (Green Poly) E6 PopUps Zone & E7 Capped Drip Zone verified 8/27/2020

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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IRRIGATION SITE PLAN

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NIFC IRRIGATION IMPROVEMENTS

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BOISE

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IDAHO

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13'

24'

IRR 2''

COM

CENTURYLINK

W UG

UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE

COM

UGEUGEUGEUGEUGEUGEUGEUGEUGEUGE

UGE

UGE UGE

UGE

ABD GAS

GAS GAS GAS

GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS

GAS

UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE

IRR 4''

IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''

IRR 2''IRR 2''IRR 2''

IRR 2''

2''

R 2''

2''

R 2''

2''

R 2''

2''

R 2''

IRR 2''

COMCOMCOMCOMCOMCOMCOM

UGE

IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''IRR 1''

IRR 1'' IRR 1'' IRR 1'' IRR 1'' IRR 1'' IRR 1'' IRR 1'' IRR 1'' IRR 1'' IRR 1'' IRR 1'' IRR 1'' IRR 1'' IRR 1'' IRR 1''

IRR 1''

UGE

IRR 2''IRR 2''

2''

R 2''

2''

R 2''

2''

R 2''

2''

R 2''

2''

IRR 2''IRR 2''

IRR 2''

IRR 2''IRR 2''IRR 2''

W W

IRR 1''

20'

22.5'

4''

R 4''

4''

R 4''

4''

R 4''

4''

R 4''

4''

R 4''

4''

R 4''

4''

R 4''

IRR 2''

IRR 1'' IRR 1'' IRR 1'' IRR 1''

100 ADMINISTRATION

COMMUNICATION VAULT

HVAC CHILLER

POTABLE

WATERLINE

IRRIGATION SPRINKLER

APPROXIMATE LOCATION (TYP)

EXISTING IRRIGATION

CONTROL #100

MOUNTED ON WALL

EXISTING IRRIGATION VALVING,

SEE SHEET CD-101 FOR ABANDONMENT

HATCHED AREA TO BE DEMOLISHED.

4" IRRIGATION MAIN

AREA RESERVED FOR

FUTURE SIDEWALK

100-ADM DETAIL SITE PLAN

2.5'0 5' 10'

1" = 5'

THIS SCALE BAR MEASURES

2" AT FULL SCALE

TESORO OIL PIPELINE EASEMENT

SAWCUT AND REPLACE ONE SIDEWALK PANEL, JOINT

TO JOINT. PROVIDE ONE PIE SIZE LARGER PVC

CONDUIT FOR INSTALLATION OF IRRIGATION MAIN AND

WIRE.

CONNECT TO EXISTING 4" PVC IRRIGATION MAIN,

INSTALL 4" x 4" x 4" TEE & REDUCER FITTING.

CAP EXISTING 4" PVC.

45° FITTING.

TEE FITTING.

3/4" LOW PRESSURE IRR, SEE DETAIL A, SHEET CD-100

1" LINE PRESSURE IRR, SEE DETAIL B, SHEET CD-100

2" LINE PRESSURE IRR, SEE DETAIL C, SHEET CD-100

TWO-WIRE CONTROL, SEE DETAIL SHEET CD-102

ELECTRICAL JUNCTION BOX, 6" DIAM

MOISTURE SENSOR, MAX 50' FROM BICODER, SEE

DETAIL SHEET CD-102

2" LOW PRESSURE IRR, SEE DETAIL D, SHEET CD-100

PLAN NOTES

CONNECT TO EXISTING 2" IRRIGATION

SERVING LANDSCAPED NORTH AREA

NEW 90° FITTING

CONNECT TO EXISTING 2" IRRIGATION

SERVING BUILDING AREA, NEW 90° FITTING

CONNECT TO EXISTING 2" IRRIGATION

SERVING WEST AREA

NEW TEE FITTING

CONNECT TO EXISTING 2" IRRIGATION

SERVING SOUTH AREA, NEW 90° FITTING

AREA RESERVED FOR

FUTURE STAIRWELL

CONNECT 1" IRRIGATION PIPELINE

TO EXISTING ZONE VALVE BOX.

REMOVE EXISTING VALVE.

FUTURE USE

DISCONNECT EXISTING

CONNECTION TO

VALVING AND REPAIR

PIPELINE.

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DESIGN OFFICE:

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APPROVED

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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100-ADM DETAIL SITE PLAN

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NIFC IRRIGATION IMPROVEMENTS

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BOISE

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IDAHO

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XXX

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SITE PLAN

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IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''

IRR 2''

IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''IRR 2''

IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''IRR 4''

4''

R 4''

4''

R 4''

4''

R 4''

UGE

COM

IRR 4''IRR 4''

COM

4''

IRR 2''

IRR 4''

IRR 2''

TERMINATE TWO-WIRE AT

BASELINE CONTROLLER

PER MANUFACTURERS INSTRUCTIONS

SAWCUT AND REPLACE ONE SIDEWALK PANEL, JOINT

TO JOINT. PROVIDE ONE PIE SIZE LARGER PVC

CONDUIT FOR INSTALLATION OF IRRIGATION MAIN AND

WIRE.

CONNECT TO EXISTING 4" PVC IRRIGATION MAIN,

INSTALL 4" x 4" x 4" TEE & REDUCER FITTING.

CAP EXISTING 4" PVC.

45° FITTING.

TEE FITTING.

3/4" LOW PRESSURE IRR, SEE DETAIL A, SHEET CD-100

1" LINE PRESSURE IRR, SEE DETAIL B, SHEET CD-100

2" LINE PRESSURE IRR, SEE DETAIL C, SHEET CD-100

TWO-WIRE CONTROL, SEE DETAIL SHEET CD-102

ELECTRICAL JUNCTION BOX, 6" DIAM

MOISTURE SENSOR, MAX 50' FROM BICODER, SEE

DETAIL SHEET CD-102

2" LOW PRESSURE IRR, SEE DETAIL D, SHEET CD-100

PLAN NOTES

115-NWS DETAIL SITE PLAN

2.5'0 5' 10'

1" = 5'

THIS SCALE BAR MEASURES

2" AT FULL SCALE

115 NATIONAL WEATHER

SERVICE

CONNECT NEW 1" IRRIGATION VALVE

BOX TO EXISTING IRRIGATION LINE

SURROUNDING BUILDING.

CONNECT NEW 2" IRRIGATION VALVE

BOX TO EXISTING IRRIGATION LINE.

DEMOLISH SECTION OF PIPE TO

ALLOW FOR INSTALLATION

DEMOLISH SECTION OF PIPE TO

ALLOW FOR INSTALLATION

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SHEET

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DESIGN OFFICE:

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PROJECT NO:

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DRAWN BY:

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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115-NWS DETAIL SITE PLAN

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NIFC IRRIGATION IMPROVEMENTS

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BOISE

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IDAHO

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XXX

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TCE

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NONE

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SINGLE PIPE TRENCH DETAIL 001

PIPE TRENCH NOTES:

VALVE BOX - 1" DISCHARGE B

VALVE BOX - 3/4" LOW PRES. A

1. IRRIGATION VALVE BOX WITH COVER, 14"x19"x 12"HIGH

A. BOX MIN WALL THICKNESS 0.2".

B. COVER AVERAGE THICKNESS 0.3"

2. 1" PVC, SCH 40

3. 3/4" PVC, SCH 40

4. 1" X 3/4" PVC TRANSITION

5. BRASS BALL VALVE, TREADED

6. 1"x1"x1" PVC TEE

7. 3/4"x3/4"x3/4" PVC TEE

8. 90 DEG PVC

9. UNION, PER PIPE SIZE

10. CONTROL VALVE (RAINBIRD PGA)

11. 3/4", 30PSI PRESSURE REGULATING FILTER (RAINBIRD RBY)

12. CAP FOR FUTURE USE OR CONNECT TO EXISTING SYSTEM

13. GATE VALVE WITH HOSE THREAD

14. TWO-WIRE AND BICODER SEE SHEET CD-102

15. IRRIGATION VALVE BOX WITH COVER, 16"x29"x18" HIGHT

A. CORRUGATED WALL

16. 2" PVC, SCH 40

17. PRESSURE REDUCER AND FILTER SALVAGED FROM EXISTING

IRRIGATION VALVING, SEE SHEET CD-101.

VALVE BOX NOTES:

4 9 9

VALVE BOX - 2" DISCHARGE C

VALVE BOX - 2" LOW PRESSURE D

16 5

18. DISCHARGE PIPING CONNECTED AS SHOWN ON

PLANS.

19. PRESSURE REDUCER AND FILTER SALVAGE

FROM EXISTING VALVES.

20. FINISHED GRADE AT ADJACENT SURFACE

21. BRICK SUPPORTS (4)

22. FILTER FABRIC - WRAP TWICE AROUND BRICK

SUPPORTS.

23. 3/4" WASHED GRAVEL - 4" MIN DEPTH

VALVE BOX - TYPICAL SECTION

MIN 1" CLEAR

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DESIGN OFFICE:

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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CIVIL DETAILS SHEET 1

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NIFC IRRIGATION IMPROVEMENTS

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BOISE

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IDAHO

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NONE

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DETAILS 1

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CD-100

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OUTSIDE DIA + 8"

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NATIVE BACKFILL

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TEE CUT 1'-0" (MEASURED FROM EDGE OF ACTUAL EXCAVATED TRENCH)

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EXIST AGGREGATE BASE

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1. USE BEDDING AND PIPE ZONE BACKFILL WHERE SHOWN ON DETAIL. COMPACT TO ACHIEVE 95% OF MAXIMUM DENSITY IN ACCORDANCE W/ AASHTO T-310. 2. INSTALL COMMON BACKFILL TO PAVEMENT BASE OR EXIST GRADE. COMPACT ALL BACKFILL IN LIFTS TO ACHIEVE 95% OF MAXIMUM DENSITY IN ACCORDANCE W/ AASHTO T-310. 3. REFER TO SPECIFICATIONS FOR OTHER BACKFILL/BEDDING REQUIREMENTS. 4. FURNISH & INSTALL MARKING TAPE ABOVE ALL PIPELINES INCLUDING SERVICES. 6. INSTALL MARKING TAPE FOR ALL NEW PIPING. TERMINATE AT ALL INSTALL MARKING TAPE FOR ALL NEW PIPING. TERMINATE AT ALL VALVE BOXES. 5. REPLACE REMOVED ASPHALT W/ ASPHALT PLANTMIX. PLACE IN 3" THICK MAXIMUM LIFTS. FOR NON-AC SURFACES BRING BACKFILL TO GRADE. REPLACE EXISTING GRAVEL BASE DISTURBED BY THE TRENCHING REPLACE EXISTING GRAVEL BASE DISTURBED BY THE TRENCHING OPERATIONS. 7. FOR TRENCHING IN LANDSCAPED AREAS MATCH ORIGINAL CONTOURS, TOP WITH 3" TOPSOIL AND REPLACE EXISTING LANDSCAPE WITH SIMILAR MATERIAL TO THE SURROUNDING AREA.

AutoCAD SHX Text

MARKING TAPE

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FIRST CUT OF EXIST AC

AutoCAD SHX Text FINAL SAW CUT AFTER TRENCH BACKFILL & COMPACTION & PRIOR TO FINAL PAVEMENT RESTORATION (TYP)

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PIPE

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EXIST AC THK VARIES, REPLACE REMOVED AC WITH NEW AC PLANTMIX

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NTS

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AS NOTED

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BEDDING

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FOUNDATION STABILIZATION MATERIAL (IF TRENCH SUBGRADE IS UNSUITABLE)

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NTS

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NTS

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NTS

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NTS

EXISTING IRRIGATION VALVING DEMOLITION

DOMESTIC WATER SUPPLY

PROVIDE BLIND FLANGE

TO PREVENT WATER LEAKAGE

INDEPENDENT OF VALVE

POSITION

DISCONNECT AND DEMOLISH ALL

PIPING SHOW IN HATCHED AREA

EXISTING IRRIGATION SERVING NORTH AREA

SEE SHEET C101 FOR NEW CONNECTION

EXISTING IRRIGATION SERVING BUILDING AREA

SEE SHEET C101 FOR NEW CONNECTION

EXISTING IRRIGATION SERVING WEST AREA

SEE SHEET C101 FOR NEW CONNECTION

EXISTING IRRIGATION SERVING SOUTH AREA

SEE SHEET C101 FOR NEW CONNECTION

SALVAGE PRESSURE

REDUCER AND FILTER FOR

RE-USE IN VALVE BOX

E N

P-13569

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SHEET

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SHEET TITLE

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DESIGN OFFICE:

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PROJECT NO:

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DRAWN BY:

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APPROVED BY:

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SCALE:

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MARK

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DESCRIPTION

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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CIVIL DETAILS SHEET 2

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NIFC IRRIGATION IMPROVEMENTS

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BOISE

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IDAHO

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XXX

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TCE

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TCE

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NONE

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DETAILS 2

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CD-101

A A'

BL-5315B biSENSOR SOIL MOISTURE SENSOR

SOIL MOISTURE SESONE DIAGRAM

BICODER AND TWO-WIRE DIAGRAM

1. CONDUIT SIZE AND MAERAIL PER SPECS

2. MOISTURE RESISTANT WIRE CONNECTIONS.

2.1. APPROVED PRODUCT

2.1.1. 3M DBR/Y-6 OR EQUAL TO BE INSTALLED IN VERTICAL

POSITION AS SHOWN.

3. TWO-WIRE PER SPECS

4. VALVE biCODER, ATTACH TO BOX WITH ZIP-TIE OR METAL

SCREW.

5. INSTALLATION PER MANUFACTURERS INSTRUCTIONS.

VALVE BOX WIRING NOTES:

BICODER AND TWO-WIRE SECTION A-A'

4 2

1. CONDUIT SIZE AND MAERAIL PER SPECS

2. MOISTURE RESISTANT WIRE CONNECTIONS.

2.1. APPROVED PRODUCT

2.1.1. 3M DBR/Y-6 OR EQUAL TO BE INSTALLED IN VERTICAL

POSITION AS SHOWN.

3. TWO-WIRE PER SPECS

4. VALVE biCODER, ATTACH TO BOX WITH ZIP-TIE OR METAL

SCREW.

5. SOIL MOISTURE SENSOR AND CONDUCTOR.

5.1. APPROVED PRODUCT

5.1.1. 15" biSENSOR BY BASELINE

6. INSTALLATION PER MANUFACTURERS INSTRUCTIONS.

SOIL MOISTURE SENSOR WIRING NOTES:

TOP 1/3 OR ROOT

ZONE

12" MIN OR

PER NEC

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P-13569

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SHEET

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SHEET TITLE

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DESIGN OFFICE:

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PROJECT NO:

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DRAWN BY:

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APPROVED BY:

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SCALE:

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DATE:

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CHK'D BY:

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MARK

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DESCRIPTION

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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TWO-WIRE DETAILS SHEET

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NIFC IRRIGATION IMPROVEMENTS

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BOISE

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IDAHO

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XXX

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TCE

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TCE

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AutoCAD SHX Text 12/2022

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NONE

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DETAILS 2

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CD-102

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NTS

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NTS

G-100 Cover Sheet-G-100

Sheets and Views

G-100

C-001 Civil Notes and legend-C-001

Sheets and Views

C-001

CD-100, 101, 102 Civil Details

Sheets and Views

CD-100, 101 Civil Details-CD-100

CD-100, 101 Civil Details-CD-101

CD-100, 101 Civil Details-CD-102

EX-100.C-100 ,C-101, C-102

Sheets and Views

C-100 , 200-EX-100

C-100 , 200-C-100

C-100 , 200-C-101

C-100 , 200-C-102

	2023-02-16T11:41:17-0700
THOMAS ELLESTAD

	2023-02-16T11:42:37-0700
THOMAS ELLESTAD

	2023-02-16T11:43:43-0700
THOMAS ELLESTAD

	2023-02-16T11:44:53-0700
THOMAS ELLESTAD

	2023-02-16T11:46:17-0700
THOMAS ELLESTAD

	2023-02-16T11:47:32-0700
THOMAS ELLESTAD

	2023-02-16T11:49:16-0700
THOMAS ELLESTAD

	2023-02-16T11:50:24-0700
THOMAS ELLESTAD

	2023-02-16T11:51:38-0700
THOMAS ELLESTAD

File details come from the government source that posted it. Updated Apr 14, 2023.