Bayhorse_Drawings_Amend-1_0001.pdf

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SHEET TITLE OF SHEET

PROJECT LOCATION

Latitude 44.38545, Longitude -114.26062

721 EAST MAIN ST SUITE 8 CHALLIS ID 83226

CHALLIS FIELD OFFICE

BAYHORSE

RECREATION

SITE

GOO1 TITLE PAGE

EX100 EXISTING SITE CONDITIONS SHEET 1

EX101 EXISTING SITE CONDITIONS SHEET 2

EX102 EXISTING CONDITIONS DETAILS

CD100 SITE DEMOLITION SHEET 1

CD101 SITE DEMOLITION SHEET 2

CD102 SITE DEMOLITION SHEET 3

CD200 WELLHOUSE PIPING DEMOLITION

C100 CIVIL UTILITY PLAN SHEET 1

C101 CIVIL UTILITY PLAN SHEET 2

C102 CIVIL UTILITY PLAN SHEET 3

C110 IRRIGATION PLAN SHEET 1

C111 IRRIGATION PLAN SHEET 1

C120 CIVIL ROAD AND FENCE PLAN SHEET 1

C121 CIVIL ROAD AND FENCE PLAN SHEET 2

C500 DETAIL SHEET 1

C501 DETAIL SHEET 2

C502 DETAIL SHEET 3

C600 ESC, TEMPORARY FACILITIES AND CLOSURE

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MONTANA

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CANADA

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UNITED STATES

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ALBERTA

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BRITISH COLUMBIA

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NEVADA

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UTAH

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WYOMING

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WASHINGTON

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OREGON

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TWIN

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FALLS

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POCATELLO

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GRANGEVILLE

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LEWISTON

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IDAHO

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FALLS

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BURLEY

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SHOSHONE

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BOISE

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SALMON

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COEUR

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D'ALENE

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IDAHO

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ARCO

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CHALLIS

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%%UDRAWING INDEX

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%%UVICINITY MAP

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DATE

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DATE

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SAFETY

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ALWAYS THINK

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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BLM DISTRICT OFFICE

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BLM STATE OFFICE

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STATE CAPITOL

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U.S. HIGHWAY

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INTERSTATE HIGHWAY

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DESCRIPTION

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DESCRIPTION

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%%USTATE REFERENCE MAP

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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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UNITED STATES DEPARTMENT OF THE INTERIOR

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DATE

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APPROVED

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MARK

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REVISION

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OF

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SHEET

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APPROVED BY

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PROJECT NO:

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RECOMMENDED BY

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DESIGN OFFICE:

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CONSTRUCTION DRAWINGS

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BAYHORSE RECREATION SITE REPAIR

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CHALLIS FIELD OFFICE

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IDAHO

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AE-ID-L206.8

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BLM IDAHO STATE OFFICE

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BAYHORSE RECREATION SITE REPAIR

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CHALLIS FIELD OFFICE

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CHALLIS, IDAHO

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HIGHWAY 75

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CANAL

3-RAIL FENCE

1-RAIL FENCE

TREE

BUILDING

POTABLE WATER

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YARD HYDRANT

VALVE BOX

SPRINKLER HEAD

(HUNTER PGP)

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(HUNTER 0.2GPM POP-UP)

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EXISTING WELL

TOILET

STORAGE

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WELLHOUSE

G

G

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CG 9

ZONE

'D' INDICATES DRAIN

SHEET CD101 & C101

SHEET CD100 & C100

EXISTING SITE PLAN

30' 60'

1" = 30'

THIS SCALE BAR MEASURES

2" AT FULL SCALE

GENERAL NOTES

1. ALL LOCATIONS AND QUANTITIES OF EXISTING CONDITIONS ARE ESTIMATES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 811, IDAHO DIGLINE INC. PRIOR TO

ANY EXCAVATION TO LOCATE ANY NON-GOVERNMENT OWNED UTILITIES IN THE AREA.

3. ALL SITE UTILITY LOCATIONS ARE APPROXIMATE COLLECTED FROM BLM SURVEY AND

RECORD DRAWINGS. NOT ALL UTILITIES ARE SHOWN.

4. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO DEMOLITION

AND CONSTRUCTION.

5. CONTRACTOR TO COORDINATE DEMOLITION AND CONSTRUCTION WITH GOVERNMENT

REPRESENTATIVE.

SHEET KEYNOTES

1. DRAINS ARE GATE VALVES LOCATED IN VALVE BOXES AT LOW POINTS OF IRRIGATION

SYSTEM TO ALLOW DRAINAGE.

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BUREAU OF LAND MANAGEMENT

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PLAN

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CANAL

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1-RAIL FENCE

TREE

BUILDING

POTABLE WATER

IRRIGATION WATER

YARD HYDRANT

VALVE BOX

SPRINKLER HEAD

(HUNTER PGP)

SPRINKLER EMITTER

(HUNTER 0.2GPM POP-UP)

LARGE BOULDERS

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SHED

HW

Y 75

S

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ZONE

'D' INDICATES DRAIN

SHEET CD101 & C101

EXISTING SITE PLAN

30' 60'

1" = 30'

THIS SCALE BAR MEASURES

2" AT FULL SCALE

GENERAL NOTES

1. ALL LOCATIONS AND QUANTITIES OF EXISTING CONDITIONS ARE ESTIMATES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 811, IDAHO DIGLINE INC. PRIOR TO

ANY EXCAVATION TO LOCATE ANY NON-GOVERNMENT OWNED UTILITIES IN THE AREA.

3. ALL SITE UTILITY LOCATIONS ARE APPROXIMATE COLLECTED FROM BLM SURVEY AND

RECORD DRAWINGS. NOT ALL UTILITIES ARE SHOWN.

4. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO DEMOLITION

AND CONSTRUCTION.

5. CONTRACTOR TO COORDINATE DEMOLITION AND CONSTRUCTION WITH GOVERNMENT

REPRESENTATIVE.

SHEET KEYNOTES

1. DRAINS ARE GATE VALVES LOCATED IN VALVE BOXES AT LOW POINTS OF IRRIGATION

SYSTEM TO ALLOW DRAINAGE.

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1 1/2" WILKINS 950 XLT BACKFLOW

ASSEMBLY AND SHUTOFF VALVES

WELL PUMP

CONTROL WIRE

85 GALLON PRESSURE TANK

- MAX WORKING PRESSURE: 125 PSI

- TANK PRECHARGE: 38 PSI

- CHALLENGER DIAPHRAGM WELL TANK MODEL #266

WELL

PRESSURE

SWITCH

1 1/2" BRASS

ISOLATION

VALVE

1 1/2" GALVANIZED

POTABLE LINE

HOSE BIB WITH

VACUUM

BREAKER

1 1/2" GALVANIZED

PIPE FROM WELL

EXISTING 1 - RAIL FENCE

EXISTING 3 - RAIL FENCE

EXISTING WELLHOUSE PIPING

EXISTING 1 - RAIL FENCE

EXISTING 3 - RAIL FENCE

1 1/2" GALVANIZED

IRRIGATION LINE

SHRADER AIR INLET

UNION

UNION

1/2" SMOOTH NOSE

SAMPLING VALVE

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U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

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EXISTING WELL

VAULT

TOILET

PUMP HOUSE

SITE DEMOLITION PLAN

15' 30'

1" = 15'

THIS SCALE BAR MEASURES

2" AT FULL SCALE

CG 6

G

GENERAL NOTES

1. ALL LOCATIONS AND QUANTITIES OF EXISTING CONDITIONS ARE

ESTIMATES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 811, IDAHO DIGLINE

INC. PRIOR TO ANY EXCAVATION TO LOCATE ANY NON-GOVERNMENT

OWNED UTILITIES IN THE AREA.

3. ALL SITE UTILITY LOCATIONS ARE APPROXIMATE COLLECTED FROM BLM

SURVEY AND RECORD DRAWINGS. NOT ALL UTILITIES ARE SHOWN.

4. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR

TO DEMOLITION AND CONSTRUCTION.

5. CONTRACTOR TO COORDINATE DEMOLITION AND CONSTRUCTION WITH

GOVERNMENT REPRESENTATIVE.

6. RETAIN AND PROTECT EXISTING TREES AND LANDSCAPING.

7. WATERLINE BETWEEN WELL AND PUMP HOUSE DOES NOT NEED TO BE

DEMOLISHED.

SHEET KEYNOTES

1. DEMOLISH ALL ABOVE GROUND IRRIGATION FEATURES INCLUDING

VALVE BOXES AND SPRINKLER HEADS. IRRIGATION PIPING CAN BE

ABANDONED IN-PLACE UNDERGROUND.

2. DEMOLISH ALL ABOVE GROUND POTABLE WATER FEATURES INCLUDING

YARD HYDRANTS AND VALVE BOXES AND PIPELINES.

3. DEMOLISH ALL 1-RAIL FENCING, TYPICAL OF 27 LOCATIONS.

4. DEMOLISH ALL 3-RAIL FENCING, TYPICAL 1,200 LF.

5. REMOVE EXISTING LARGE BOULDERS, TYPICAL OF 37.

6. REMOVE EXISTING GRAVEL ROADWAY PER CIVIL DETAIL SHEET 1 - D4,

TYPICAL OF 3,700 SY.

A

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5 19

CD100

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1. ALL LOCATIONS AND QUANTITIES OF EXISTING CONDITIONS ARE ESTIMATES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 811, IDAHO DIGLINE INC.

PRIOR TO ANY EXCAVATION TO LOCATE ANY NON-GOVERNMENT OWNED

UTILITIES IN THE AREA.

3. ALL SITE UTILITY LOCATIONS ARE APPROXIMATE COLLECTED FROM BLM

SURVEY AND RECORD DRAWINGS. NOT ALL UTILITIES ARE SHOWN.

4. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO

DEMOLITION AND CONSTRUCTION.

5. CONTRACTOR TO COORDINATE DEMOLITION AND CONSTRUCTION WITH

GOVERNMENT REPRESENTATIVE.

6. RETAIN AND PROTECT EXISTING TREES AND LANDSCAPING.

7. WATERLINE BETWEEN WELL AND PUMP HOUSE DOES NOT NEED TO BE

DEMOLISHED.

SHEET KEYNOTES

1. DEMOLISH ALL ABOVE GROUND IRRIGATION FEATURES INCLUDING VALVE

BOXES AND SPRINKLER HEADS. IRRIGATION PIPING CAN BE ABANDONED

IN-PLACE UNDERGROUND.

2. DEMOLISH ALL ABOVE GROUND POTABLE WATER FEATURES INCLUDING YARD

HYDRANTS AND VALVE BOXES AND PIPELINE.

3. DEMOLISH ALL 1-RAIL FENCING, TYPICAL OF 27 LOCATIONS.

4. DEMOLISH ALL 3-RAIL FENCING, TYPICAL 1,200 LF.

5. REMOVE EXISTING LARGE BOULDERS, TYPICAL OF 37.

6. REMOVE EXISTING GRAVEL ROADWAY PER CIVIL DETAIL SHEET 1 - D4, TYPICAL

OF 3,700 SY.

A

B

2 3

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D

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1 2

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6 19

CD101

SITE DEMOLITION PLAN

15' 30'

1" = 15'

THIS SCALE BAR MEASURES

2" AT FULL SCALE

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

NORTH

W

Y

H

GENERAL NOTES

1. ALL LOCATIONS AND QUANTITIES OF EXISTING CONDITIONS ARE ESTIMATES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 811, IDAHO DIGLINE INC.

PRIOR TO ANY EXCAVATION TO LOCATE ANY NON-GOVERNMENT OWNED

UTILITIES IN THE AREA.

3. ALL SITE UTILITY LOCATIONS ARE APPROXIMATE COLLECTED FROM BLM

SURVEY AND RECORD DRAWINGS. NOT ALL UTILITIES ARE SHOWN.

4. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO

DEMOLITION AND CONSTRUCTION.

5. CONTRACTOR TO COORDINATE DEMOLITION AND CONSTRUCTION WITH

GOVERNMENT REPRESENTATIVE.

6. RETAIN AND PROTECT EXISTING TREES AND LANDSCAPING.

7. WATERLINE BETWEEN WELL AND PUMP HOUSE DOES NOT NEED TO BE

DEMOLISHED.

SHEET KEYNOTES

1. DEMOLISH ALL ABOVE GROUND IRRIGATION FEATURES INCLUDING VALVE

BOXES AND SPRINKLER HEADS. IRRIGATION PIPING CAN BE ABANDONED

IN-PLACE UNDERGROUND.

2. DEMOLISH ALL ABOVE GROUND POTABLE WATER FEATURES INCLUDING YARD

HYDRANTS AND VALVE BOXES AND PIPELINE.

3. DEMOLISH ALL 1-RAIL FENCING, TYPICAL OF 27 LOCATIONS.

4. DEMOLISH ALL 3-RAIL FENCING, TYPICAL 1,200 LF.

5. REMOVE EXISTING LARGE BOULDERS, TYPICAL OF 37.

6. REMOVE EXISTING GRAVEL ROADWAY PER CIVIL DETAIL SHEET 1 - D4, TYPICAL

OF 3,700 SY.

A

B

2 3

C

D

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1 2

C H

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7 19

CD102

SITE DEMOLITION PLAN

15' 30'

1" = 15'

THIS SCALE BAR MEASURES

2" AT FULL SCALE

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

NORTH

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8 19

CD200

GENERAL NOTES

1. CONTRACTOR TO NOTE SIZE AND POSITION OF EXISTING WELLHOUSE

PIPING PRIOR TO DEMOLITION AND DISPOSAL. NO ADDITIONAL RECORD

DRAWINGS OR LAYOUT DIAGRAMS AVAILABLE.

2. CONTRACTOR TO REPLACE PIPING AS DETAILED.

SHEET KEYNOTES

1. DEMOLISH ALL EXPOSED PIPING, VALVES AND ASSOCIATED

APPURTENANCES IN WELLHOUSE.

2. RETAIN THE EXISTING 1 1/2" GALVANIZED PIPING POURED INTO THE

WELLHOUSE CONCRETE SLAB.

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

W

W

W

W

W

W

W

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W W

Y

H

Y

H

Y

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CIVIL UTILITY PLAN

15' 30'

1" = 15'

THIS SCALE BAR MEASURES

2" AT FULL SCALE

GENERAL NOTES

1. ALL LOCATIONS AND QUANTITIES OF EXISTING CONDITIONS ARE

ESTIMATES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 811, IDAHO DIGLINE

INC. PRIOR TO ANY EXCAVATION TO LOCATE ANY NON-GOVERNMENT

OWNED UTILITIES IN THE AREA.

3. ALL SITE UTILITY LOCATIONS ARE APPROXIMATE COLLECTED FROM BLM

SURVEY AND RECORD DRAWINGS. NOT ALL UTILITIES ARE SHOWN.

4. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR

TO DEMOLITION AND CONSTRUCTION.

5. CONTRACTOR TO COORDINATE DEMOLITION AND CONSTRUCTION WITH

GOVERNMENT REPRESENTATIVE.

6. RETAIN AND PROTECT EXISTING TREES AND LANDSCAPING.

7. WATERLINE BETWEEN WELL AND PUMP HOUSE DOES NOT NEED TO BE

DEMOLISHED.

SHEET KEYNOTES

1. YARD HYDRANT, SEE DETAIL SHEET C500. HYDRANT LOCATIONS SHOWN

ARE APPROXIMATE, CONTRACTOR TO VERIFY EXACT INSTALLATION

LOCATION WITH GOVERNMENT, PRIOR TO INSTALL.

A

B

2 3

C

D

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1 2

C H

K

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N

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C100

POTABLE WATERLINE TO

CONTINUE UNDER

WELLHOUSE SLAB FOR

CONNECTION TO EXISTING

1 1/2" PIPING POURED INTO

CONCRETE SLAB.

NEW 1 1/2" PE

MAINLINE

TYP

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10 19

C101

CIVIL UTILITY PLAN

15' 30'

1" = 15'

THIS SCALE BAR MEASURES

2" AT FULL SCALE

GENERAL NOTES

1. ALL LOCATIONS AND QUANTITIES OF EXISTING CONDITIONS ARE

ESTIMATES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 811, IDAHO DIGLINE

INC. PRIOR TO ANY EXCAVATION TO LOCATE ANY NON-GOVERNMENT

OWNED UTILITIES IN THE AREA.

3. ALL SITE UTILITY LOCATIONS ARE APPROXIMATE COLLECTED FROM BLM

SURVEY AND RECORD DRAWINGS. NOT ALL UTILITIES ARE SHOWN.

4. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR

TO DEMOLITION AND CONSTRUCTION.

5. CONTRACTOR TO COORDINATE DEMOLITION AND CONSTRUCTION WITH

GOVERNMENT REPRESENTATIVE.

6. RETAIN AND PROTECT EXISTING TREES AND LANDSCAPING.

7. WATERLINE BETWEEN WELL AND PUMP HOUSE DOES NOT NEED TO BE

DEMOLISHED.

SHEET KEYNOTES

1. YARD HYDRANT, SEE DETAIL SHEET C500. HYDRANT LOCATIONS SHOWN

ARE APPROXIMATE, CONTRACTOR TO VERIFY EXACT INSTALLATION

LOCATION WITH GOVERNMENT, PRIOR TO INSTALL.

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

NORTH

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11 19

C102

CIVIL UTILITY PLAN

15' 30'

1" = 15'

THIS SCALE BAR MEASURES

2" AT FULL SCALE

GENERAL NOTES

1. ALL LOCATIONS AND QUANTITIES OF EXISTING CONDITIONS ARE

ESTIMATES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 811, IDAHO DIGLINE

INC. PRIOR TO ANY EXCAVATION TO LOCATE ANY NON-GOVERNMENT

OWNED UTILITIES IN THE AREA.

3. ALL SITE UTILITY LOCATIONS ARE APPROXIMATE COLLECTED FROM BLM

SURVEY AND RECORD DRAWINGS. NOT ALL UTILITIES ARE SHOWN.

4. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR

TO DEMOLITION AND CONSTRUCTION.

5. CONTRACTOR TO COORDINATE DEMOLITION AND CONSTRUCTION WITH

GOVERNMENT REPRESENTATIVE.

6. RETAIN AND PROTECT EXISTING TREES AND LANDSCAPING.

7. WATERLINE BETWEEN WELL AND PUMP HOUSE DOES NOT NEED TO BE

DEMOLISHED.

SHEET KEYNOTES

1. YARD HYDRANT, SEE DETAIL SHEET C500. HYDRANT LOCATIONS SHOWN

ARE APPROXIMATE, CONTRACTOR TO VERIFY EXACT INSTALLATION

LOCATION WITH GOVERNMENT, PRIOR TO INSTALL.

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

NORTH

1. ALL LOCATIONS AND QUANTITIES OF EXISTING CONDITIONS ARE

ESTIMATES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 811, IDAHO DIGLINE

INC. PRIOR TO ANY EXCAVATION TO LOCATE ANY NON-GOVERNMENT

OWNED UTILITIES IN THE AREA.

3. ALL SITE UTILITY LOCATIONS ARE APPROXIMATE COLLECTED FROM BLM

SURVEY AND RECORD DRAWINGS. NOT ALL UTILITIES ARE SHOWN.

4. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR

TO DEMOLITION AND CONSTRUCTION.

5. CONTRACTOR TO COORDINATE DEMOLITION AND CONSTRUCTION WITH

GOVERNMENT REPRESENTATIVE.

6. RETAIN AND PROTECT EXISTING TREES AND LANDSCAPING.

7. WATERLINE BETWEEN WELL AND PUMP HOUSE DOES NOT NEED TO BE

DEMOLISHED.

A

B

2 3

C

D

E

1 2

C H

K

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C110

IRRIGATION PLAN

15' 30'

1" = 15'

THIS SCALE BAR MEASURES

2" AT FULL SCALE

IRRIGATION

AREA 1 = 1,850SF

NEW IRRIGATION MAINLINE TO

CONNECT TO EXISTING 1-1/2" PIPELINE

POURED INTO THE WELLHOUSE

CONCRETE SLAB.

IRRIGATION NOTES

1. CONTRACTOR TO LAY-OUT IRRIGATION ZONES, MAINLINES, LATERALS

AND INSTALL SYSTEM AS DETAILED IN SPECIFICATIONS.

2. SITE WELL IS LIMITED TO 7GPM, IRRIGATION ZONES SHALL BE SIZED TO

NOT EXCEED THAT FLOW.

3. IRRIGATION TYPICALLY OCCURS BETWEEN THE HOURS OF MIDNIGHT

AND 4AM.

IRRIGATION

AREA 2 = 6,000SF

IRRIGATION

AREA 3 = 1,500SF

IRRIGATION

AREA 4 = 6,500SF

IRRIGATION

AREA 6 = 5,550SF

IRRIGATION

AREA 5 = 22,400SF

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C111

IRRIGATION PLAN

15' 30'

1" = 15'

THIS SCALE BAR MEASURES

2" AT FULL SCALE

GENERAL NOTES

1. ALL LOCATIONS AND QUANTITIES OF EXISTING CONDITIONS ARE

ESTIMATES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 811, IDAHO DIGLINE

INC. PRIOR TO ANY EXCAVATION TO LOCATE ANY NON-GOVERNMENT

OWNED UTILITIES IN THE AREA.

3. ALL SITE UTILITY LOCATIONS ARE APPROXIMATE COLLECTED FROM BLM

SURVEY AND RECORD DRAWINGS. NOT ALL UTILITIES ARE SHOWN.

4. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR

TO DEMOLITION AND CONSTRUCTION.

5. CONTRACTOR TO COORDINATE DEMOLITION AND CONSTRUCTION WITH

GOVERNMENT REPRESENTATIVE.

6. RETAIN AND PROTECT EXISTING TREES AND LANDSCAPING.

7. WATERLINE BETWEEN WELL AND PUMP HOUSE DOES NOT NEED TO BE

DEMOLISHED.

IRRIGATION NOTES

1. CONTRACTOR TO LAY-OUT IRRIGATION ZONES, MAINLINES, LATERALS

AND INSTALL SYSTEM AS DETAILED IN SPECIFICATIONS.

2. SITE WELL IS LIMITED TO 7GPM, IRRIGATION ZONES SHALL BE SIZED TO

NOT EXCEED THAT FLOW.

3. IRRIGATION TYPICALLY OCCURS BETWEEN THE HOURS OF MIDNIGHT

AND 4AM.

IRRIGATION

AREA 7 = 9,260SF

IRRIGATION

AREA 8 = 5,300SF

IRRIGATION

AREA 9 = 3,000SF

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U.S. DEPARTMENT OF THE INTERIOR

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1. ALL LOCATIONS AND QUANTITIES OF EXISTING CONDITIONS ARE

ESTIMATES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 811, IDAHO DIGLINE

INC. PRIOR TO ANY EXCAVATION TO LOCATE ANY NON-GOVERNMENT

OWNED UTILITIES IN THE AREA.

3. ALL SITE UTILITY LOCATIONS ARE APPROXIMATE COLLECTED FROM BLM

SURVEY AND RECORD DRAWINGS. NOT ALL UTILITIES ARE SHOWN.

4. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR

TO DEMOLITION AND CONSTRUCTION.

5. CONTRACTOR TO COORDINATE DEMOLITION AND CONSTRUCTION WITH

GOVERNMENT REPRESENTATIVE.

6. RETAIN AND PROTECT EXISTING TREES AND LANDSCAPING.

7. WATERLINE BETWEEN WELL AND PUMP HOUSE DOES NOT NEED TO BE

DEMOLISHED.

8. LOCATIONS WHERE BOULDER ARE REMOVED AND DEPRESSIONS

REMAIN SHALL BE FILLED TO NATIVE GRADE WITH TOPSOIL AND SEEDED

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C120

CIVIL ROAD AND FENCE PLAN

15' 30'

1" = 15'

THIS SCALE BAR MEASURES

2" AT FULL SCALE

SHEET KEYNOTES

1. 3-RAIL FENCE PER DETAIL. NEW FENCE TO REPLACE DEMOLISHED

FENCE.

2. 1-RAIL FENCE PER DETAIL. NEW FENCE TO REPLACED DEMOLISHED

FENCE,

3. ROADWAY EXCAVATION AND REPLACEMENT PER DETAIL

4. EXISTING GATE TO BE RE-INSTALLED BY CONTRACTOR.

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C121

GENERAL NOTES

1. ALL LOCATIONS AND QUANTITIES OF EXISTING CONDITIONS ARE

ESTIMATES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 811, IDAHO DIGLINE

INC. PRIOR TO ANY EXCAVATION TO LOCATE ANY NON-GOVERNMENT

OWNED UTILITIES IN THE AREA.

3. ALL SITE UTILITY LOCATIONS ARE APPROXIMATE COLLECTED FROM BLM

SURVEY AND RECORD DRAWINGS. NOT ALL UTILITIES ARE SHOWN.

4. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR

TO DEMOLITION AND CONSTRUCTION.

5. CONTRACTOR TO COORDINATE DEMOLITION AND CONSTRUCTION WITH

GOVERNMENT REPRESENTATIVE.

6. RETAIN AND PROTECT EXISTING TREES AND LANDSCAPING.

7. WATERLINE BETWEEN WELL AND PUMP HOUSE DOES NOT NEED TO BE

DEMOLISHED.

8. LOCATIONS WHERE BOULDER ARE REMOVED AND DEPRESSIONS

REMAIN SHALL BE FILLED TO NATIVE GRADE WITH TOPSOIL AND SEEDED.

SHEET KEYNOTES

1. 3-RAIL FENCE PER DETAIL. NEW FENCE TO REPLACE DEMOLISHED

FENCE, SAME LOCATION AND LENGTH.

2. 1-RAIL FENCE PER DETAIL. NEW FENCE TO REPLACED DEMOLISHED

FENCE, SAME LOCATION AND LENGTH.

3. ROADWAY EXCAVATION AND REPLACEMENT PER DETAIL.

CIVIL ROAD AND FENCE PLAN

15' 30'

1" = 15'

THIS SCALE BAR MEASURES

2" AT FULL SCALE

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C500

CRUSHED 3/4" AGGREGATE BASE COURSE

NOTES

1. EXCAVATE EXISTING ROADWAY

TO A DEPTH OF 6".

2. COMPACT NATIVE SUBGRADE TO

FIRM UNYIELDING CONDITIONS.

3. BASE COURSE COMPACTED TO

95% STANDARD PROCTOR.

4. PROVIDE 2% CROWN FROM ROAD

CENTERLINE.

MATCH ADJACENT

SURFACE TREATMENT

SIZE OF UTILITY

MAY VARY

SUITABLE SOIL

BACKFILL

WIDTH AS NEEDED

2xØ MIN

PIPE ZONE BEDDING

MATERIAL

1/2Ø MIN

TYP

NOTE: BACKFILL MATERIALS COMPACTION

- 95% STANDARD PROCTOR UNDER SLABS AND ROADS

- 85% STANDARD PROCTOR MIN ALL OTHER AREAS

PIPE ZONE

MATERIAL TO

SURROUND PIPE

3" MIN

DEPTH PER PLAN

36" MIN

SCALE: NTS

TYPICAL WET UTILITY TRENCH

A4

MARKING TAPE

ZONE 1

ZONE 2

ZONE 3

ZONE 4

GROUND SURFACE

1'-6"

1'-6"

VARIES

NON-POTABLE LINE

ZONE 1:

· POTABLE WATER AND NON-POTABLE MAINS AND SERVICE LINES

MUST BE SEPARATED BY AT LEAST 1'-6" VERTICALLY AND

· ONE FULL, UNCUT LENGTH OF POTABLE PIPE MUST BE CENTERED

ON THE CROSSING SO THAT THE JOINTS ARE AS FAR AS POSSIBLE

FROM THE CROSSING.

ZONE 2:

· ONE FULL, UNCUT LENGTH OF NON-POTABLE WATER PIPE MUST BE

CENTERED ON THE CROSSING SO THAT THE JOINTS ARE AS FAR AS

POSSIBLE FROM THE NON-POTABLE LINE AND

(EITHER)

· NON-POTABLE LINE MUST BE CONSTRUCTED TO POTABLE WATER

PIPE STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS

FOR A HORIZONTAL DISTANCE OF 10'-0" ON BOTH SIDES OF THE

CROSSING.

(OR)

· NON-POTABLE OR POTABLE LINE MUST BE CASED IN A LARGER

DIAMETER CARRIER PIPE FOR A HORIZONTAL DISTANCE OF 10'-0"

ON BOTH SIDES OF THE CROSSING, WITH NO JOINTS.

ZONE 3:

· SAME REQUIREMENTS AS ZONE 2 EXCEPT THE NON-POTABLE LINE

MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT

SETTLING.

ZONE 4:

· SAME REQUIREMENTS AS ZONE 1 EXCEPT THE NON-POTABLE LINE

MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT

SETTLING.

POTABLE AND NON-POTABLE

VERTICAL LINE CROSSINGS

POTABLE LINE

PIPE JOINT

PIPE JOINT

POTABLE LINE

NOTE: SEPARATION OF WATER MAIN AND SANITARY SEWERS SHALL BE

IN ACCORDANCE WITH IDAHO ADMINISTRATIVE CODE 58.01.08.542.07.

SCALE: NTS

POTABLE AND NON-POTABLE SEPARATION REQUIREMENTS

A1

SCALE: NTS

TYPICAL GRAVEL ROADWAY SECTION

D4

6"

24OZ NOWOVEN GEOTEXTILE

NATIVE SUBGRADE

WIDTH VARIES

MAINTAIN SMOOTH TRANSITION

SCALE: NTS

SANITARY YARD HYDRANT

C3

PLAN

3'-0"

SECTION

4"

NOTES:

1. YARD HYDRANT SHALL BE ADA COMPLIANT, AUTOMATIC

DRAINING, SANITARY, FROST PROOF WITH HOSE

CONNECTION BACKFLOW PREVENTER. INSTALLED PER

MANUFACTURERS INSTRUCTIONS. WOODFORD MODEL

S4H OR APPROVED EQUAL.

2. ALL TIMBER SHALL BE ROUGH SAWN CEDAR OR

REDWOOD. DO NOT USE WOOD PRESERVATIVES.

WASHED

RIVER

ROCK

8"X8" POST

2 X 20d

NAILS TYP

2"X6" TYP

GALVANIZED CORNER TIE

SECURE PER MANUFACTURER

TYP

GALVANIZED CORNER TIE

SECURE PER MANUFACTURER

TYP

GALVANIZED

STRAPS

RASP TO

1"R TYP

YARD HYDRANT

1"

1" CURB STOP PER DETAIL

SEE CIVIL

FOR PIPE

SIZE AND

MATERIAL

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C501

VALVE BOX WITH DRAIN

NTS

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

A. BOX MIN WALL THICKNESS 0.2".

B. COVER THICKNESS 0.3"

2. SUPPLY PIPE

3. DISCHARGE PIPE TO SPRINKLERS

4. TRANSITION

5. PVC BALL VALVE, TREADED

6. PVC TEE

7. GATE VALVE WITH HOSE THREAD

8. 90 DEG PVC

9. UNION, PER PIPE SIZE

10. CONTROL VALVE (RAINBIRD PGA)

11. FINISHED GRADE AT ADJACENT SURFACE

12. BRICK SUPPORTS (4)

13. FILTER FABRIC - WRAP TWICE AROUND BRICK SUPPORTS.

14. 3/4" WASHED GRAVEL - 4" MIN DEPTH

VALVE BOX KEYNOTES:

4 7 9

TYPICAL VALVE BOX

NTS

VALVE BOX - TYPICAL SECTION

NTS

SCALE: NTS

IRRIGATION VALVE BOX DETAILS

B1

ELEVATION

CURB STOP

PLUG DEAD ENDS FOR

FUTURE EXPANSION

CURB BOX

PROVIDE 1'-2" X 1'-2" X 6"

CONCRETE PAD (IN

UNPAVED AREAS)

1'-2"

PLAN

#4 TYP.

STATIONARY ROD

LID WITH

BRASS PLUG

SCALE: NTS

CURB STOP

B5

SPRINKLER NOZZLE PER

SPECIFICATIONS

FINISHED GRADE

ADJACENT LANDSCAPE

LATERAL PIPE PER PLAN

LATERAL FITTING PER PLAN

SWING ARM

NOTES:

1/2"ABOVE

FINISH

GRADE

SCALE: NTS

SPRINKLER INSTALLATION

A5

8' MAX

3'

9' MAX

6"Ø POST

4.5"Ø RAILS

8'

7'

3'

9'

COMPACT EARTH

AROUND FENCE POST

6"Ø POST

3.5"Ø RAILS TYP

SECURE RAILS

WITH TIMBER

SCREWS

2'

NOTES:

1. ALL POST AND RAIL SHALL BE TREATED WITH

ALKALINE COPPER QUATERNARY (ACQ) TO

PREVENT DECAY.

2. 1-RAIL FENCE, TOP RAIL SHALL BE NOTCHED MIN

1/2" TO SIT FLUSH ON POST.

3. 6" TIMBER SCREWS, COATED FOR USE WITH ACQ

TREATED WOOD.

1-RAIL FENCE

NTS

3-RAIL FENCE

NTS

SCALE: NTS

SPRINKLER INSTALLATION

A1

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C502

PIPING KEYNOTES

1. NEW UNION

2. NEW WELL PRESSURE SWITCH (REUSED FROM DEMO)+

3. NEW REDUCERS

4. NEW 1/2" Ø SMOOTH NOSE SAMPLE VALVE

5. NEW HOSE BIB WITH VACUUM BREAKER

6. NEW GATE VALVE

7. NEW BALL VALVE

8. NEW DOUBLE-CHECK BACKFLOW PREVENTER

9. NEW 3/4" MALE AIR HOSE COUPLING

10. NEW 85 GALLON PRESSURE TANK

11. NEW PRESSURE GAUGE 0-100 PSI

P

FLOW FROM WELL

1 1/2"Ø

FLOW TO IRRIGATION

FLOW TO POTABLE

1 1/2"Ø GSP

3/4"Ø GSP

WELLHOUSE

1 1/2"Ø GSP

SCALE: NTS

WELLHOUSE PIPING SCHEMATIC

C3

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C600

ESC SITE PLAN

40' 80'

1" = 40'

THIS SCALE BAR MEASURES

2" AT FULL SCALE

GENERAL NOTES

1. CONTRACTOR SHALL MAINTAIN ORANGE CONSTRUCTION SAFETY

FENCE AROUND WORKING AREA DURING CONSTRUCTION.

2. CONTRACTOR TO STAGE TEMPORARY FACILITIES, MATERIAL AND

EQUIPMENT INSIDE SITE.

SHEET KEYNOTES

1. CONTRACTOR SHALL PLACE FIBER WATTLES PARALLEL WITH

CONTOURS AT LIMITS OF DISTURBANCE.

CONSTRUCTION

FENCING

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