A06_DRAWINGS.pdf

IDAHO

CANADA

UNITED STATES

SASKATC

H

EW

AN

ALBERTA

B R

ITIS

H

C O

LU

M

B

IA

N O

R T

H

D

A K

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S O

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D

A K

O T

A

WYOMING

ALT

MISSOULA

KALISPELL

GREAT FALLS

HAVRE

HELENA

BUTTE

BILLINGS

MILES CITY

LEWISTOWN

MONTANACHOTEAU

MALTA

GLASGOW

CHESTER

FT BENTON

STATE REFERENCE MAP

(N.T.S)

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

WHITE SANDY AND DEVIL'S ELBOW

POTABLE WATER FILTRATION PROJECT

LEWIS AND CLARK COUNTY

BUTTE FIELD OFFICE

VICINITY MAP

(N.T.S)

DIRECTIONS TO:

WHITE SANDY RECREATION SITE (46°44'31" N, 111°53'17" W):

FROM HELENA, DRIVE NORTH ON I-15 TO EXIT 200. TURN EAST ON LINCOLN RD,

FOLLOW FOR 5 MILES. TURN LEFT ON HAUSER DAM ROAD, FOLLOW FOR 2.9 MILES TO

GREEN GATE. PASS THROUGH GREEN GATE AND DRIVE TO RECREATION SITE.

GENERAL ENGINEER'S NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, SEQUENCING, AND SAFETY

CONCERNS ASSOCIATED WITH THIS PROJECT DURING CONSTRUCTION, UNLESS

SPECIFICALLY ADDRESSED OTHERWISE IN THIS PLAN OR ELSEWHERE IN THE

CONTRACT DOCUMENTS.

2. THE CONTRACTOR IS TO COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND

REGULATIONS APPLICABLE TO THE CONSTRUCTION COVERED BY THIS PLAN.

3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL

PERMITS REQUIRED TO COMPLETE ALL WORK COVERED BY THIS PLAN.

4. THE QUANTITIES AND SITE CONDITIONS DEPICTED IN THIS PLAN ARE FOR

INFORMATIONAL PURPOSES ONLY AND ARE SUBJECT TO ERROR AND OMISSION.

CONTRACTOR SHALL SATISFY THEMSELVES AS TO ACTUAL QUANTITIES AND SITE

CONDITIONS PRIOR TO BIDDING THE WORK FOR THE CONSTRUCTION COVERED BY

THIS PLAN.

5 A REASONABLE EFFORT HAS BEEN MADE TO SHOW THE LOCATIONS OF EXISTING

PUBLIC OR PRIVATE UNDERGROUND FACILITIES AND UTILITIES IN THE

CONSTRUCTION AREA. THE CONTRACT IS RESPONSIBLE FOR ANY DAMAGE TO

UTILITIES AND/OR FACILITES CAUSED DURING THEIR CONSTRUCTION OPERATIONS.

THE CONTRACTOR SHALL CALL 48 HOURS IN ADVANCE FOR BLUE STAKE

(1-800-424-5555, or 811) PRIOR TO ANY EXCAVATION.

6. THE CONTRACTOR IS TO VERIFY THE LOCATION AND THE ELEVATIONS OF ALL

EXISTING UTILITIES AT POINTS OF TIE-IN PRIOR TO COMMENCING ANY NEW

CONSTRUCTION. SHOULD ANY LOCATION OR ELEVATION DIFFER FROM THAT SHOWN

ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE ENGINEER WITH

DISCREPANCY.

7. THE CONTRACTOR IS TO VERIFY AND COORDINATE ALL DIMENSIONS AND SITE

LAYOUT WITH THE FINAL SITE PLAN PRIOR TO CONSTRUCTION AND CONTACT

ENGINEER WITH ANY DISCREPANCIES.

8. COORDINATION BETWEEN ALL PARTIES INVOLVED IS ESSENTIAL TO THE CONTRACT.

9. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT AND SITE CONDITIONS, AND TO

WORK WITH WEATHER CONDITIONS, AS THE SITE MAY BE LOCATED IN AN AREA WITH

EXTREME WEATHER CONDITIONS OR WITHIN A FLOOD PRONE AREA.

\\ILMMTBF3DS1\BF\USERS\BJONES\MY DOCUMENTS\DWG\DWT\IMPROVEMENT SHEETS\#### - COVR.DWG

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CITY OF HELENA

PROJECT LOCATION

SHEET LIST TABLE

SHEET

NUMBER

SHEET TITLE

1 COVERSHEET G1

2 EXISTING WHITE SANDY PUMP ROOM LAYOUT C1

3 ELECTRICAL E1

4 PROCESS SYSTEM M1

PROJECT SITE

PROJECT DESCRIPTION

THIS PROJECT ENTAILS WATER FILTRATION FOR POTABLE WATER AT WHITE SANDY

CAMPGROUND. EXISTING POOR WATER QUALITY NECESSITATES FILTRATION. SEE

ATTACHED STATEMENT OF WORK (SOW) AND WATER QUALITY REPORTS FOR

PERTINENT INFORMATION.

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DESIGNED BY: D. LIRA DRAWN BY: D. LIRA/SPC CHECKED BY: D. LIRA APPROVED BY: D. LIRA

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N

P

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W

W W

W

W W

W W

W

PRESSURE

TANK

PRESSURE

TANK

L O

P

B

O

O

S

O P

FROM IRRIGATION WELL

FROM POTABLE WELL

PRESSURE GAUGE

FLOW METER

SMOOTH

NOSE TEST

TAP

INSTALL NEW FLOW METER

FOR IRRIGATION LINES

PRESSURE GAUGE

DOOR

WASHING

MACHINE

DRYER

SHELF

PUMP ROOM INTERIOR WALLL

16 FT

C:\USERS\SCLANCY\DOI\WESTERN DISTRICT OFFICE - WZ-CLANCY\LAKE SITES WATER SYSTEMS\2025 RIVER FUND

WATER FILTRATION\DRAWING FILES\3.WHITE SANDY PUMP_ROOM_FILTRATION.DWG

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WHITE SANDY PUMP ROOM

NO SCALE

C1

CONSTRUCTION NOTES

1. PUMP ROOM DIMENSIONS ARE 10FT X 16 FT, AS

INDICATED ON THE DRAWING.

2. EXISTING WASHING MACHINE, DRYER, AND

SHELVING CAN BE REMOVED TO MAKE ROOM FOR

FILTRATION EQUIPMENT.

3. DESIGN AND INSTALL WATER FILTRATION SYSTEM

TO ACCOMODATE EXISTING PUMP ROOM LAYOUT,

IF POSSIBLE.

4. VENDOR/CONTRACTOR WILL APPROVE CHANGES

TO PUMP ROOM LAYOUT THROUGH CONTRACTING

OFFICER'S REPRESENTATIVE (COR) BLM ENGINEER.

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DESIGNED BY: D. LIRA DRAWN BY: D. LIRA/SPC CHECKED BY: D. LIRA APPROVED BY: D. LIRA

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WATERTREATMENT

CONTROLLER

SINGLE PHASE 3- WIRE

240V / 30 AMP

(2) #8 AWG CU

PRESSURE

TRANSDUCER

A

G

WELL PUMP

A

1 - 30 AMP WELL PUMP

3 - 30 AMP WELL PUMP

5 - 20 AMP WATER SOFTENER

7 - 20 AMP IRON REMOVAL SYSTEM

9 - 20 AMP SULFATE REMOVAL SYSTEM

2 - 20 AMP BUILDING LIGHTS --- INSTALLED BY BUILDING MFG.

4 - 20 AMP GFCI RECEPTACLES

6 - 30 AMP BUILDING HEATER -- INSTALLED BY BUILDING MFG.

8 - 30 AMP BUILDING HEATER -- INSTALLED BY BUILDING MFG.

10- SURGE PROTECTOR

12 - SURGE PROTECTOR

WATER TREATMENT BUILDING PANEL SCHEDULE

V

A

M P

A

CONTROLLER INTERNAL WIRING DIAGRAM

GENERAL NOTES;

1. WATER TREATMENT CONTROLLER - SJE -RHOMBUS P/N 1094638 OR EQUAL.

2. ALL ELECTRICAL COMPONENTS THAT INSERT INTO THE POTABLE WATER ARE TO BE NSF

61 COMPLIANT.

3. INSTALL ALL INTERIOR ELECTRICAL TO NFPA 70 WET / DAMP LOCATIONS.

4. STROBE LIGHT -SURFACE MOUNT FEDERAL SIGNAL P/N LP3S-120R OR EQUAL.

WATER TREATMENT BUILDING ELECTRICAL

SCHEMATIC

A

(1) #10 AWG CU

WATER

SOFTENER

RED

STROBE

LIGHT

(3) #12

AWG

CU

DRAWING NOT TO SCALE

JUNCTION BOX

MANUFACTURING WIRING FROM

PRESSURE TRANSDUCER

A

M P

A

A

M P

A

IRON

REMOVAL

SYSTEM

SULFATE

REMOVAL

SYSTEM

E L

E C

T R

I C

A L

DESIGNED BY: D. LIRA DRAWN BY: D. LIRA/SPC CHECKED BY: D. LIRA APPROVED BY: D. LIRA

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D A

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M M

D

D Y

Y

M M

D

D Y

Y

M M

D

D Y

Y

M M

D

D Y

Y

M M

D

D Y

Y

A P

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X X

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X

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E1

WM

DCV

SV

WP

T

S

F

T I N

G

I O

N

E

X C

H A

N G

E

P R

E S

S U

N

K

P R

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S U

N

K

P R

E S

S U

N

K

CV

TO DISTRIBUTION SYSTEM

SV

PT

P R

E F

I L T

E R

PG

PG

PG

" SCHEDULE 80 PVC

" SCHEDULE 80 PVC

" SCHEDULE 80 PVC

BV

BV

BV

BV

BV

BV

BUILDING DRAIN TO

CLASS 5 INJECTION WELL

BV

3 4

S

C H

E D

U

P

V C

55 PSI MINIMUM AT

15 GPM MAXIMUM

40-60

PSIG

GENERAL NOTES:

1.SYMBOLS

A. BV- DOUBLE UNION BALL VALVE

B. SV- SAMPLE VALVE

C. PG-PRESSURE GAUGE

D. PT - ELECTRICAL PRESSURE TRANSDUCER

E. CV- CHECK VALVE

F. DCV-DOUBLE CHECK VALVE

G. WM- WATER METER

H. WP-SUBMERSIBL WELL PUMP

I. HB - HOSEBIB WITH BACKFLOW PROTECTION

2. PNEUMATIC PRESSURE TANK (119 GALLON)

3. WATER SOFTING ION EXCHANGE

4. IRON REMOVAL ION EXCHANGE

5. SULFATE ION EXCHANGE

6. PRE-FILTER 5 CARTRIDGE HOUSING WITH 3 MICRON FILTER CARTRIDGES INSTALLED.

7. SUPPLY 24 REPLACEMENT FILTER CARTRIDGES.

8. INSTALL ALL EQUIPMENT WITH SCHEDULE 80 PVC UNIONS

9. DO NOT INSTALL MANUFACTURE WATER BYPASS ON ALL ION EXCHANGE EQUIPMENT.

" HDPE

INSIDE BUILDING

SCHEDULE

80 PVC

BV

DRAWING NOT TO SCALE

HB

PG

1" SCHEDULE 80 PVC

1" SCHEDULE 80 PVC

1" SCHEDULE 80 PVC

I R

M

O V

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I O

N

E

X C

H A

N G

E

BV

S U

L F

A T

E

I O

N

E

X C

H A

N G

E

BV

BRINE TANKS

DRAINDRAINDRAIN

" SCHEDULE

80 PVC

" SCHEDULE

80 PVC

" SCHEDULE

80 PVC

P R

O C

E S

S

S

Y S

T E

M

DESIGNED BY: D. LIRA DRAWN BY: D. LIRA/SPC CHECKED BY: D. LIRA APPROVED BY: D. LIRA

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I O

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D A

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M M

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D Y

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M M

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D Y

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M M

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D Y

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M M

D

D Y

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M M

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D Y

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X X

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X X

X

X X

X

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M1