REEDER_SignedDrawings_062617.pdf

GENERAL NOTES & LEGEND of

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WATER AND SEWER IMPROVEMENTS

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3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371 SUMMARY OF QUANTITIES

SUMMARY OF ESTIMATED QUANTITIES

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

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Phone 406/721-4320 Fax 406/549-6371 REEDER BAY CAMPGROUND

SHEET INDEX

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

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Phone 406/721-4320 Fax 406/549-6371 REEDER BAY - SITE DEMOLITION

AND ABANDONMENT PLAN

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

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Phone 406/721-4320 Fax 406/549-6371 REEDER BAY - SITE LAYOUT

& SURVEY CONTROL COORDINATES

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BATHROOM 1 AND BATHROOM 2

LAYOUT AND GRADING 38

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-4

A

A

A

A

A

A

A

C

B

WATER SERVICE CONNECTION 1 WATER SERVICE CONNECTION 2

BATHROOM 1 LAYOUT & WATER SERVICE

BATHROOM 2 LAYOUT & WATER SERVICE

A

C

A

A

D

A

-2

A

-2

C

B

C

B

BATHROOM 3 AND BATHROOM 4

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LAYOUT AND GRADING 38

B

A

A

A

16A

A

C

C

A

B

A

(OPTIONAL ALTERNATIVE 1)

A

A

-2

A

-5

WATER SERVICE CONNECTION 1

B

-2%

BATHROOM 3 LAYOUT & WATER SERVICE

BATHROOM 4 LAYOUT & WATER SERVICE

A

C

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 2+90

8" GRAVITY SEWER MAIN

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Phone 406/721-4320 Fax 406/549-6371 GRAVITY MAIN PLAN & PROFILE

38STA 0+00 TO STA 2+90

PLAN

B

A

A

D

D

D

C

A

C

D

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E

E

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A

A

2+90 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+75 of

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38STA 2+90 TO STA 5+75

GRAVITY MAIN PLAN & PROFILE

8" GRAVITY SEWER MAIN

PLAN

C

A

A

E

E

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 2+90 of

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REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

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STA 0+00 TO STA 2+90

BATHROOM 1 SERVICE PLAN & PROFILE

BATHROOM 1

4" GRAVITY SEWER SERVICE

PLAN

C

A

A

A

A

16 C

A

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 2+90

STA 0+00 TO STA 2+90

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BATHROOM 3 SERVICE PLAN & PROFILE

BATHROOM 3

4" GRAVITY SEWER SERVICE

(OPTIONAL ALTERNATIVE 1)

PLAN

B

A

D

A

A

A

A

A

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40

STA 0+00 TO STA 2+14

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BATHROOM 4 SERVICE PLAN & PROFILE

PLAN

B

8 A

A

B

A

BATHROOM 4

4" GRAVITY SEWER SERVICE

B

A

15B

-0+10 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80

FORCE MAIN PLAN & PROFILE

STA 0+00 TO STA 2+63

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B

2" FORCE MAIN

PLAN

B

A

A

REEDER BAY - LIFT STATION

WITH GRINDER PUMP

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60" DIA. PRECAST CONCRETE LIFT STATION

SEWER DETAILS

SEWER CLEANOUT DETAIL

TRENCH DETAIL WITH 2 PIPES

SEWER MANHOLE DETAIL

TRENCH DETAIL WITH 1 PIPE STANDARD MANHOLE COVER AND FRAME

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SEWER SERVICES DETAIL

SEWER DETAILS of

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

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CAMP HOST SITE SEWER SERVICE CONNECT DETAIL

REEDER BAY BATHROOMS of

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

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OZARK 1 BATHROOM PAD DETAILS OZARK 1 BATHROOM FLOOR BLOCKOUT DETAILS

FOUNDATION AND UTILITY DETAILS

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

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OZARK BATHROOM PLAN DETAIL

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

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OZARK BATHROOM ELEVATION DETAIL

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

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OZARK BATHROOM SECTION DETAIL

3'-0"

'-0

'-0 of

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WATER AND SEWER IMPROVEMENTS

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Phone 406/721-4320 Fax 406/549-6371 PUMP HOUSE - OVERVIEW

PUMP HOUSE - PLAN of

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PUMP HOUSE PLAN VIEW

SECTION

4'-0"

PUMP HOUSE - ELEVATIONS of

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SIDE (NORTH WEST) ELEVATION SIDE (SOUTH EAST) ELEVATION

REAR ELEVATIONFRONT ELEVATION

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

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PUMP HOUSE - DETAILS & NOTES

PUMP HOUSE STRUCTURE DETAIL

RAKE DETAIL

CONCRETE SLAB DETAIL

PLAN VIEW

ROCK PLACEMENT

POST HYDRANT DETAIL of

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B

POST HYDRANT DETAIL

POST HYDRANT SECTION

B1

POST SECTION

2'' W

WATER DETAILS of

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

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TRENCH DETAIL IN ASPHALT ROAD

TYP. TRENCH DETAILIN-LINE TYP. CURB STOP DETAIL

EXISTING - 9,000 GAL WATER STORAGE TANK

LEDGEWOOD - SITE DEMOLITION

AND ABANDONMENT PLAN

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LEDGEWOOD - SITE LAYOUT

& SURVEY CONTROL COORDINATES

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WATER AND SEWER IMPROVEMENTS

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LEDGEWOOD BATHROOM

LAYOUT AND GRADING

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(OPTIONAL ALTERNATIVE 1)

LEDGEWOOD BATHROOM PATHWAY AND GRADING

A

A

A

A

A

-2

M a x

B

A

E

A

E

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LEDGEWOOD BATHROOM

TRAIL

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(OPTIONAL ALTERNATIVE 1)

LEDGEWOOD BATHROOM TRAIL GRADING

TRAIL CROSS SECTION

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+66

LEDGEWOOD SEWER SERVICE

STA 0+00 TO STA 1+66

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LEDGEWOOD

4" GRAVITY SEWER SERVICE & 2" FORCE MAIN

(OPTIONAL ALTERNATIVE 1)

PLAN

A

A

A

A

A

E

LEDGEWOOD - LIFT STATION

WITH GRINDER PUMP

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LEDGEWOOD BATHROOM of

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

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MONTROSE BATHROOM FLOOR AND WALL BLOCKOUT DETAILSMONTROSE BATHROOM PAD DETAIL

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

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LEDGEWOOD BATHROOM

MONTROSE BATHROOM PLAN DETAIL

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

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LEDGEWOOD BATHROOM

MONTROSE BATHROOM ELEVATION 1 DETAIL

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

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LEDGEWOOD BATHROOM

MONTROSE BATHROOM ELEVATION 2 DETAIL

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

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LEDGEWOOD BATHROOM

MONTROSE BATHROOM SECTION 1 DETAIL

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

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ELECTRICAL

INDEX SHEET

MTF

MTF

MTF

MTF

E0.0

9 ELE.

SHEETS

061417

FUSSELL ENGINEERING

CONSULTING ANDDESIGN

2435 DIXON STREET MISSOULA, MT 59801

(406) 721-6996 fus@aol.com

GENERALPROJECT NOTES

A. COORDINATE THE INSTALLATION OF ELECTRICAL MATERIAL ITEMS WITH THE

USFS COR.

B. FIELD VERIFY DIMENSIONS AND INSTALLED INFRASTRUCTURE USING THE

CIVIL ENGINEERING DRAWINGS.

C. THE WORD ‘CONTRACTOR’ ON THESE ELECTRICAL DRAWINGS MEANS THE

ENTIRE CONTRACTOR TEAM.

D. THE WORD ‘COORDINATE’ MEANS WORKWITH THE ENTITY TO PROVIDE

THOSE CONTRACTOR SERVICES THAT MAY BE REQUIRED TO ACCOMPLISH THE

WORK.

E. COMPLY WITH PROVISIONS OF APPLICABLE CODES AND REQUIREMENTS

FROM LOCAL AUTHORITIES HAVING JURISDICTION. IN THE EVENT OF

CONFLICTING GUIDELINES BETWEEN MULTIPLE DIRECTIVES, THE MOST

RESTRICTIVE WILL PREVAIL.

F. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PROJECT

REQUIREMENTS AND PROVISION OF ADEQUATE AND TIMELY INFORMATION TO

ALL TRADES CONCERNED FOR MATTERS INVOLVING MULTIPLE TRADES.

G. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL UTILITY LOCATES.

H. CATALOG SHEETS ARE INCLUDED WITH THE DRAWING AND SPECIFICATION

SET FOR CONTRACTOR UNDERSTANDING. THE CONTRACTOR SHALL OBTAIN A

COMPLETE DRAWING PACKAGE INCLUDING CIVIL ENGINEERING DRAWINGS FOR

BOTH BIDDING AND CONSTRUCTION. ANYTHING LESS WILL PROVIDE

INSUFFICIENT INFORMATION FOR THE CONTRACTOR TO PROPERLY BID AND

CONSTRUCT THIS PROJECT.

I. SPECIFICATIONS ARE INCLUDED IN THE GENERAL PROJECT SPECIFICATION

BOOK.

J. THE SYSTEM VOLTAGE FOR THIS PROJECT IS 120/240 VAC SINGLE PHASE.

K. JOINT USE WITH OTHER FACILITIES FOR THE DIRECT BURY CIRCUITS IS

STRONGLY ENCOURAGED.

INDEX OF ELECTRICAL SHEETS

E0.0 ELECTRICAL PLAN INDEX

E1.0 REEDER BAY SITE ELECTRICAL

E1.1 LEDGEWOOD SITE ELECTRICAL

E2.0 PHOTOS

E3.0 SEWAGE LIFT STATION STRUCTURE

E3.1 BOOSTER PUMP STATION ELECTRICAL

E3.2 REEDER BAY LIFT STATION ELECTRICAL

E3.3 LEDGEWOOD LIFT STATION ELECTRICAL

E3.4 LEDGEWOOD TOILET FACILITY ELECTRICAL

NOTE 2

UNDISTURBED EARTH

WARNING TAPE

PVC CONDUIT(S)

OR DIRECT BURY CABLES

COMPACTED BACKFILL

BEDDING SAND 4 in.

4 in.

TRENCHING AND BEDDING DETAIL (JOINT USE)

NOT TO SCALE

UNDISTURBED EARTH4 in.

NOTES:

1. SINGLE CONDUIT SHOWN. MULTIPLE CONDUITS OR DIRECT BURY

CABLES CAN BE USED.

2. BURIAL DEPTH 24 INCHES MINIMUM.

3. IF MORE THAN ONE CONDUIT OR DIRECT BURY CABLES OF THE SAME

FACILITY IS INSTALLED IN A TRENCH, THE CONDUITS OR DIRECT BURY

CABLES SHALL BE SEPARATED BY 9 INCHES MINIMUM.

4. INSTALL CONDUITS OR DIRECT BURY CABLES 24 INCHES (UNLESS

OTHERWISE NOTED) BELOW FOOTING FOUNDATION OR PAVEMENT BASE

FILL.

5. CONDUIT OR CONDUITS OR DIRECT BURY CABLES SHALL NOT BE

LOCATED ANY CLOSER THAN 3 INCHES FROM TRENCH SIDE WALL.

12 in. min

OTHER FACILITIES SUCH

AS GAS, WATER, SEWER

AS ALLOWED BY CODE.

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

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ELECTRICAL

REEDER BAY SITE

MTF

MTF

MTF

MTF

E1.0

9 ELE.

SHEETS

061417

FUSSELL ENGINEERING

CONSULTING ANDDESIGN

2435 DIXON STREET MISSOULA, MT 59801

(406) 721-6996 fus@aol.com

PDF PRINTED AT 100%

SHEET GENERALNOTES

A. THE CIVIL ENGINEERING DRAWINGS SHALL BE USED FOR MEASURING DISTANCES.

B. THE BOOSTER PUMP STATION FEEDER #1 SHALL BE 2/0 AL TRIPLEX URD PLUS A

SINGLE #6 AL URD FOR THE GROUND WIRE.

C. THE BRANCH CIRCUIT #2 FROM THE BOOSTER PUMP STATION PANEL TO THE

SEWAGE LIFT STATION STRUCTURE SHALL BE #2 AL TRIPLEX URD PLUS A #6 GROUND

WIRE.

D. USE SCHEDULE 80 PVC SLEEVES FROM ABOVE GRADE DOWN TO TRENCH DEPTH

WHERE THE SLEEVE IS TERMINATED IN A SWEEP ELBOW UNLESS OTHERWISE

INDICATED.

E. USE HORIZONTAL SLEEVES WHEN PASSING UNDERNEATH PATHS AND PAVEMENT

WHERE DIGGING UP THE ELECTRICAL CIRCUIT FOR REPAIR WOULD DAMAGE AN

EXISTING FACILITY.

F. THE CONTRACTOR SHALL USE JOINT TRENCHING FOR ELECTRICAL SYSTEMS

WHERE POSSIBLE AND IS ECONOMICAL.

SHEET SPECIFIC NOTES

1. PEDESTAL FOR POWER SUPPLY FOR BOOSTER PUMP STATION NEW FEEDER. SEE

PHOTOS FOR WORK IN THIS AREA.

2. BOOSTER PUMP STATION WHICH CONTAINS EQUIPMENT, A PANEL, AND IS THE END

OF FEEDER #1 AND THE BEGINNING OF BRANCH CIRCUIT #2. SEE SHEET E3.1.

3. LOCATION OF SEWAGE LIFT STATION STRUCTURE AND SEWAGE LIFT STATION

ELECTRICAL SYSTEMS. IT IS THE END OF BRANCH CIRCUIT #2. SEE SHEET E3.0 AND

E3.2.

BRANCH CIRCUIT #2FEEDER #1

NOTE 1

NOTE 2

NOTE 3

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ELECTRICAL

LEDGEWOOD SITE

MTF

MTF

MTF

MTF

E1.1

9 ELE.

SHEETS

FUSSELL ENGINEERING

CONSULTING ANDDESIGN

2435 DIXON STREET MISSOULA, MT 59801

(406) 721-6996 fus@aol.com

PDF PRINTED AT 100%

SHEET GENERAL NOTES

A. THE CIVIL ENGINEERING DRAWINGS SHALL BE

USED FOR MEASURING DISTANCES.

B. THE CONTRACTOR SHALL USE JOINT TRENCHING

FOR ELECTRICAL SYSTEMS WHERE POSSIBLE AND IS

ECONOMICAL.

C. SEE PHOTOS FOR ADDITIONALWORKDETAIL IN

THIS AREA.

SHEET SPECIFIC NOTES

1. LOCATION OF EQUIPMENT FOR THE WELL AND FOR

SEWAGE LIFT STATION CONTROLS AND ALARMS. SEE

E3.4

2. LOCATION OF WELL

3. LOCATION OF SEWAGE LIFT STATION. THE FLOAT

AND POWER CONDUCTORS SHALL BE INSTALLED IN

THE JOINT USE TRENCH FOR SEWER LINE. SEE

SHEET E3.3

NOTE 1

NOTE 2

061417

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ELECTRICAL

PHOTOS

MTF

MTF

MTF

MTF

E2.0

9 ELE.

SHEETS

FUSSELL ENGINEERING

CONSULTING AND DESIGN

2435 DIXON STREET MISSOULA, MT 59801

(406) 721-6996 fus@aol.com

FIRM 144806/10/17

PHOTO 1 EXISTING RV PEDESTAL

AND TRANSFORMER

RV PEDESTAL

BOOSTER PUMP FEEDER SUPPLY

REEDER BAY FURNISH AND INSTALL A NEMA 3R ENCLOSURE WITH THE APPROPRIATE

SIZED TWO POLE BREAKER INSTALLED TO PROTECT THE NEW 2/0

TRIPLEX AL URD. NOTE THAT THE OVER CURRENT PROTECTION MUST

BE RATED FOR THE 2/0 AL TRIPLEX CONDUCTORS WHEN INSTALLED IN A

CONDUIT - NOT THE VALUE FOR DIRECT BURY.

SUPPLY THE BREAKER ENCLOSURE USING COPPER CONDUCTORS IN

SCHEDULE 80 PVC CONDUIT (2 HOTS, 1 NEUTRAL, 1 GROUND) FROM THE

LOAD LUGS OF THE RV PEDESTAL ON THE CUSTOMER SIDE OF THE

METER. IT IS INTENDED THAT THE RV PEDESTAL AND THE NEW FEEDER

TO THE BOOSTER STATION BE ELECTRICALLY IN PARALLEL INSIDE THE

RV PEDESTAL. INSTALL EXTRA LUGS IN THE RV PEDESTAL AS REQUIRED.

SIZE THE COPPER WIRE FOR THE EXISTING PEDESTAL’S EXISTING

OVERCURRENT PROTECTION. THE EXISTING RV OVERCURRENT

PROTECTION SHOULD BE 125 AMPS OR LESS.

INSTALL THE BREAKER ENCLOSURE ON A TREATED WOOD POST BURIED

AT LEAST 4 FEET DEEP.

CONNECT THE 2/0 AL TRIPLEX URD PLUS THE #6 AL GROUND TO THE

LOAD LUGS IN THE BREAKER INSTALLED ABOVE IN AN ENCLOSURE.

INSTALL THE FEEDER INITIALLY IN SCHEDULE 80 PVC CONDUIT FROM THE

BREAKER ENCLOSURE DOWN TO DIRECT BURIAL DEPTH USING A

SCHEDULE 80 PVC SWEEP ELBOW.

CONTINUE THE SCHEDULE 80 PVC CONDUIT IN THE TRENCH BEYOND THE

PAVED AREA FROM THE RV SITE. THEN CONTINUE THE FEEDER TO THE

PUMP HOUSE AS DIRECT BURIAL USING SCHEDULE 80 PVC SLEEVES ONLY

FOR OTHER PAVEMENT, TRAILS, ETC.

PHOTO 3 EXISTING PRESSURE TANK TO BE REUSED

LEDGEWOOD PICNIC AREA

PHOTO 2 EXISTING LOAD THAT MIGHT BE REUSED

NOTE: THIS EXISTING

CONDUIT IS LIKELY THE

ELECTRICAL SUPPLY TO

THE EXISTING LOAD

CENTER FROM THE

EXISTING SITE ELECTRICAL

SYSTEM.

EXTEND THIS EXISTING

CONDUIT AND

CONDUCTORS TO THE NEW

LOAD (OR RELOCATED

EXISTING LOAD CENTER

CENTER) IN THE NEW

BUILDING CHASE.

USE AN IN-THE-GROUND

ENCLOSURE OR A POST

MOUNTED JUNCTION BOX

TO CONNECT THE EXISTING

CONDUIT TO THE NEW

ELECTRICAL CIRCUIT.

THIS LOAD CENTER MIGHT BE REUSED IF THE LOAD

CENTER IS IN VERY GOOD CONDITION AND THE

CONCRETE BUILDING DOES NOT HAVE A PANEL THAT

SUPPLIED WITH THE BUILDING. VERIFY WITH USFS COR.

PHOTO 4 EXISTING PRESSURESWITCH TO BE REPLACED

LEDGEWOOD PICNIC AREA

NOTE THIS EXISTING CONDUIT AND

CONDUCTOR LIKELY SUPPLIES WELL.

CONNECT THIS EXISTING CONDUIT AND

CONDUCTOR TO THE NEW WELL SUPPLY

BRANCH CIRCUIT FROM THE EXISTING

WELL CONTROL PANEL RELOCATED IN

THE NEW BUILDING CHASE.

USE AN IN-THE-GROUND ENCLOSURE OR

A POST MOUNTED JUNCTION BOX TO

CONNECT THE NEW BRANCH CIRCUIT

FROM THE CHASE TO THE EXISTING WELL

BRANCH CIRCUIT.

PHOTO 5 EXISTING WELL CONTROL PANEL TO BE REUSED

LEDGEWOOD PICNIC AREA

LEDGEWOOD PICNIC AREA

NOTE ADJACENT EXISTING

LOAD CENTER

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

6/2017

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

SEWAGE LIFT STATION STRUCTURE

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061417

FUSSELL ENGINEERING

CONSULTING ANDDESIGN

2435 DIXON STREET MISSOULA, MT 59801

(406) 721-6996 fus@aol.com

FRAMING DETAIL — PANEL STRUCTURES

#6 COPPER

GROUNDING

CONDUCTOR IN

CONDUIT TO PANEL

GROUND BAR

TWO 8 FT COPPER

PLATED STEEL

DRIVEN GROUND

RODS

LOCATE GREATER

THAN 6 FT APART

ELEVATION

FRAMING STRUCTURE:

1. STRUCTURE FOR SERVICE ENTRANCE PANELS TO BE 4 X 4 ROUGH CUT PRESSURE TREATED POSTS, 4 FT IN GROUND.

POSTS TO BE SET IN MINIMUM OF 24" DIAMETER CONCRETE FOR FULL DEPTH OF BURY.

2. PROVIDE 6 INCHES OF GRAVEL UNDERNEATH THE BOTTOM OF EACH POST TO REDUCE BOTTOM END ROT.

3. TOPS OF POSTS TO BE CUT WITH GABLE PITCH, MINIMUM OF 4/12.

4. ALL CUTS TO BE FIELD DRESSED WITH CCA TREATMENT.

5. CROSS MEMBERS SHALL BE 2 X 6 ROUGH CUT PRESSURE TREATED. CROSS MEMBERS AND POSTS SHALL BE CUT IN 1 INCH TO BE KEYED TOGETHER. SECURE CROSS MEMBERS TO POSTS WITH 5/8" GALV. MACHINE BOLTS ON FLAT WASHERS.

BOLTS TO BE CONTINUOUS THROUGH BOTH CROSS MEMBERS AND POSTS. SEE DETAILS THIS SHEET.

6. SECURE EQUIPMENT TO CROSS MEMBERS WITH GALV UNISTRUT AS REQUIRED. UNISTRUT TO BE THRU BOLTED TO CROSS MEMBERS , OR LAGGED THRU CROSS MEMBERS & INTO POSTS MIN 4" WITH 1/2" LAGS ON WASHERS.

7. USE SCHEDULE 80 PVC CONDUIT FOR CONNECTIONS AND CIRCUITS ON STRUCTURE.

4 X 4 PT POSTS

24" DIA CONC

TYPICAL

EACH POST

2X6 PT CROSS

MEMBER (TYPICAL)

CONTROL

PANEL

2X6 PT CROSS

MEMBER

(TYPICAL)

1" INLET ON POSTS

TYPICAL

CONTROL PANEL

PLAN VIEW

4 X 4 PT POSTS

2X6 PT CROSS MEMBERS

2'-6"

GALV UNISTRUT

AS REQUIRED,

TYPICAL

1"

1"

1" 1"

CROSS-MEMBER BOLT PATTERN

NOT TO SCALE

NOT TO SCALE

MOUNT INDICATING

STROBE LIGHT AND

ALARM LIGHT ON

CONDUIT ATTACHED TO

POST. EXTEND

INDICATING LIGHT 3 FEET

ABOVE POST TOP.

KEY TOGETHER

BOTH POST AND

CROSS MEMBER

REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

6/2017

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

ELECTRICAL

BOOSTER PUMP STATION

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061417

FUSSELL ENGINEERING

CONSULTING ANDDESIGN

2435 DIXON STREET MISSOULA, MT 59801

(406) 721-6996 fus@aol.com

FIXTURE ‘A’. SEE CATALOG SHEETS

FURNISH AND INSTALL A 100 AMP, 240 VOLT,

30 SLOT, LOAD CENTER (’A’) SURFACE

MOUNTED ON THE INSIDE SURFACE OF THE

BUILDING. ADJUST LOCATION TO MAINTAIN

AT LEAST 3 FOOT WORKING SPACE,

PREFERABLY MORE.

FURNISH AND INSTALL 10 SINGLE POLE 20

AMP BREAKERS AS SPARES.

TURN THE 2/0 AL TRIPLEX URD PLUS #6

GROUND (FEEDER #1) UP FROM TRENCH

DEPTH USING SCHEDULE 80 PVC CONDUIT.

USE A SWEEP ELBOW UP FROM THE TRENCH,

THEN SURFACE MOUNT THE SCHEDULE 80

PVC CONDUIT ON THE OUTSIDE OF THE

BUILDING AND THENCE USING A JUNCTION

BOX OR LB, TURN INTO THE BACKOF THE

LOAD CENTER ‘A’.

INSTALL A TWO POLE 30 AMP CIRCUIT

BREAKER IN THE PANEL TO SUPPLY THE

SEWAGE LIFT STATION STRUCTURE WITH

BRANCH CIRCUIT #2. THIS BRANCH CIRCUIT

SHALL CONSIST OF #2 AL TRIPLEX URD WITH

A #6 GROUND DIRECT BURY WITH THE SAME

REQUIREMENTS FOR DIRECT BURIAL, SWEEP

ELBOWS, AND SLEEVES AS THE BOOSTER

PUMP STATION SUPPLY FEEDER CIRCUIT.

BRANCH CIRCUIT #2 DEPARTS FROM LOAD

CENTER ‘A’ IN THE SAME MANNER AS

DESCRIBED FOR FEEDER #1, EXCEPT IN THE

REVERSE DIRECTION.

POWER METER IS NOT REQUIRED

FURNISH AND INSTALL A 240 VOLT TWIST LOCK RECEPTACLE SURFACE MOUNTED AT THIS

LOCATION FOR CONNECTION OF THE BOOSTER PUMP EQUIPMENT. THE TWIST LOCK PLUG

BECOMES THE EQUIPMENT DISCONNECT.

USE THE PACKAGE BOOSTER PUMP EQUIPMENT NAMEPLATE TO DETERMINE THE AMP RATING OF

THE RECEPTACLE. CONNECT THE BOOSTER PUMP EQUIPMENT USING THE CORRESPONDING

TWIST LOCK PLUG AND SOW CORD.

SUPPLY THE TWIST LOCK RECEPTACLE WITH A TWO POLE BREAKER IN LOAD CENTER ‘A’. THE AMP

RATING OF THE BREAKER MATCHES THE AMP RATING OF THE PLUG. MOTOR HORSEPOWER

SUGGESTS THAT A 20 AMP SUPPLY MIGHT BE ADEQUATE BUT CONFIRM USING THE EQUIPMENT

NAMEPLATE AND THE PACKAGE EQUIPMENT INSTALLATION GUIDE.

USE #10 COPPER WIRE IN SURFACE MOUNTED ENT CONDUIT BETWEEN THE TWIST LOCK

RECEPTACLE AND LOAD CENTER ‘A’. USE #10 WIRE EVEN FOR A 20 AMP SUPPLY.

FURNISH AND INSTALL A NEMA 5-20R RECEPTACLE MOUNTED AT 36 INCHES.

SUPPLY THE RECEPTACLE WITH A SINGLE POLE 20 AMP BREAKER IN LOAD CENTER ‘A’.

USE #12 COPPER WIRE IN SURFACE MOUNTED ENT CONDUIT BETWEEN THE RECEPTACLE AND

LOAD CENTER ‘A’.

CONCEAL. ALL ELECTRICAL IN WALLS IF POSSIBLE.

REEDER BAY CAMPGROUND &LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

6/2017

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

ELECTRICAL

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REEDER BAY LIFT STATION

061417

SHEET GENERAL NOTES

A. VERIFY THE LOCATION OF FLOATS WITH THE CIVIL ENGINEERING

DRAWINGS.

B. THE CONTRACTOR SHALL USE SCHEDULE 80 PVC CONDUIT FOR

SEWAGE LIFT STATION FLOAT CONDUCTORS AND PUMP POWER

CONDUCTORS OUTSIDE OF THE TANK VAULT. USE SCHEDULE 80 PVC

CONDUIT ABOVE GRADE ON THE STRUCTURE.

MAINTAIN 24 INCH BURIAL DEPTH.

C. FLOAT CONDUCTORS OUTSIDE OF THE TANK VAULT SHALL BE #12

COPPER THWN. MOTOR POWER CONDUCTORS OUTSIDE OF THE TANK

VAULT SHALL BE #10 COPPER THWN CONDUCTORS.

D. IN GENERAL, USE STAINLESS STEEL BOLTS, CLAMPS, AND ANCHORS

EPOXIED INTO CORE DRILLED HOLES FOR MOUNTING THE FLOAT

SUPPORT ASSEMBLY, CONDUCTOR CLAMPS, NEMA 4X JUNCTION

BOXES, ETC.

SHEET SPECIFIC NOTES

1. CONDUIT SEAL OFFS ARE REQUIRED BETWEEN THE LIFT STATION

TANK VAULT AND THE LIFT STATION CONTROL PANEL.

RECEPTACLE AND CONTROL POWER CIRCUITS LOCATED ONLY ON THE

STRUCTURE DO NOT NEED CONDUIT SEAL OFFS.

FROM OUTSIDE OF THE CONCRETE TANK VAULT, TRANSITION FROM

SCHEDULE 80 PVC CONDUIT TO GALVANIZED RIGID CONDUIT IN ORDER

TO INSTALL THE CONDUIT SEAL OFFS.

IN SUMMARY, THE SUPPLY PVC CONDUIT IS CONNECTED TO THE

GALVANIZED RIGID CONDUIT STUB, TO THE CONDUIT SEALOFF,

THENCE BACK TO GALVANIZED RIGID CONDUIT THROUGH THE WALLOF

THE TANK. THE GALVANIZED RIGID CONDUIT INSIDE THE TANK IS

CONNECTED TO THE CORRESPONDING NEMA 4X JUNCTION BOX.

BURIAL DEPTH OF 24 INCHES MUST BE MAINTAINED.

2. SUPPORT THE FLOAT CABLES AS INDICATED ON THE CIVIL

ENGINEERING DRAWINGS. ATTACH THE FLOATS USING THE STAINLESS

STEEL FLOAT TREE AS INDICATED ON THE CIVIL ENGINEERING

DRAWINGS.

3. FURNISH AND INSTALL NEMA 4X JUNCTION BOXES TO TRANSITION

FROM THE INSIDE VAULT GALVANIZED RIGID CONDUIT PENETRATIONS

AND THWN COPPER CONDUCTORS TO THE FLOAT CORDS AND THE

POWER CORDS. THIS WILL ALSO CREATE A POINT OF DISCONNECTION

FOR REMOVAL OF THE PUMPS AND/OR THE FLOATS.

MOUNT THE THREE NEMA 4X ENCLOSURES (TWO POWER AND ONE

FLOAT) ON THE INSIDE OF THE CONCRETE VAULT AT THE LOCATION OF

THE CONDUIT PENETRATIONS. MOUNT THE NEMA 4X ENCLOSURES ON

THE END OF THE CORRESPONDING RIGID CONDUIT STUBS IF

STAINLESS STEEL.

IF THE NEMA 4X JUNCTION BOX IS COMPOSITE, THEN REIINFORCE THE

CONDUIT CONNECTION AS REQUIRED.

FUSSELL ENGINEERING

CONSULTING ANDDESIGN

2435 DIXON STREET MISSOULA, MT 59801

(406) 721-6996 fus@aol.com

CONCRETE LIFT STATION

NOT TO SCALE

CONDUIT FOR FLOAT CONDUCTORS

CONDUIT FOR PUMP POWER #1

CONDUIT FOR PUMP POWER #2

NOTE 1

REEDER BAY CAMPGROUND &LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

6/2017

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

ELECTRICAL

LEDGEWOOD LIFT STATION

MTF

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SHEETS

061417

FUSSELL ENGINEERING

CONSULTING ANDDESIGN

2435 DIXON STREET MISSOULA, MT 59801

(406) 721-6996 fus@aol.com

CONCRETE LIFT STATION

NOT TO SCALE

CONDUIT FOR FLOAT CONDUCTORS

CONDUIT FOR PUMP POWER #1

CONDUIT FOR PUMP POWER #2

NOTE 1

NOTE 3

SHEET GENERAL NOTES

A. VERIFY THE LOCATION OF FLOATS WITH THE CIVIL ENGINEERING

DRAWINGS.

B. THE CONTRACTOR SHALL USE SCHEDULE 80 PVC CONDUIT FOR

SEWAGE LIFT STATION FLOAT CONDUCTORS AND PUMP POWER

CONDUCTORS OUTSIDE OF THE TANK VAULT. USE SCHEDULE 80 PVC

CONDUIT ABOVE GRADE ON THE STRUCTURE.

MAINTAIN 24 INCH BURIAL DEPTH.

C. FLOAT CONDUCTORS OUTSIDE OF THE TANK VAULT SHALL BE #12

COPPER THWN. MOTOR POWER CONDUCTORS OUTSIDE OF THE TANK

VAULT SHALL BE #10 COPPER THWN CONDUCTORS.

D. IN GENERAL, USE STAINLESS STEEL BOLTS, CLAMPS, AND ANCHORS

EPOXIED INTO CORE DRILLED HOLES FOR MOUNTING THE FLOAT

SUPPORT ASSEMBLY, CONDUCTOR CLAMPS, NEMA 4X JUNCTION

BOXES, ETC.

SHEET SPECIFIC NOTES

1. CONDUIT SEAL OFFS ARE REQUIRED BETWEEN THE LIFT STATION

TANK VAULT AND THE LIFT STATION CONTROL PANEL.

RECEPTACLE AND CONTROL POWER CIRCUITS LOCATED ONLY ON THE

STRUCTURE DO NOT NEED CONDUIT SEAL OFFS.

FROM OUTSIDE OF THE CONCRETE TANK VAULT, TRANSITION FROM

SCHEDULE 80 PVC CONDUIT TO GALVANIZED RIGID CONDUIT IN ORDER

TO INSTALL THE CONDUIT SEAL OFFS.

IN SUMMARY, THE SUPPLY PVC CONDUIT IS CONNECTED TO THE

GALVANIZED RIGID CONDUIT STUB, TO THE CONDUIT SEALOFF,

THENCE BACK TO GALVANIZED RIGID CONDUIT THROUGH THE WALLOF

THE TANK. THE GALVANIZED RIGID CONDUIT INSIDE THE TANK IS

CONNECTED TO THE CORRESPONDING NEMA 4X JUNCTION BOX.

BURIAL DEPTH OF 24 INCHES MUST BE MAINTAINED.

2. SUPPORT THE FLOAT CABLES AS INDICATED ON THE CIVIL

ENGINEERING DRAWINGS. ATTACH THE FLOATS USING THE STAINLESS

STEEL FLOAT TREE AS INDICATED ON THE CIVIL ENGINEERING

DRAWINGS.

3. FURNISH AND INSTALL NEMA 4X JUNCTION BOXES TO TRANSITION

FROM THE INSIDE VAULT GALVANIZED RIGID CONDUIT PENETRATIONS

AND THWN COPPER CONDUCTORS TO THE FLOAT CORDS AND THE

POWER CORDS. THIS WILL ALSO CREATE A POINT OF DISCONNECTION

FOR REMOVAL OF THE PUMPS AND/OR THE FLOATS.

MOUNT THE THREE NEMA 4X ENCLOSURES (TWO POWER AND ONE

FLOAT) ON THE INSIDE OF THE CONCRETE VAULT AT THE LOCATION OF

THE CONDUIT PENETRATIONS. MOUNT THE NEMA 4X ENCLOSURES ON

THE END OF THE CORRESPONDING RIGID CONDUIT STUBS IF

STAINLESS STEEL.

IF THE NEMA 4X JUNCTION BOX IS COMPOSITE, THEN REIINFORCE THE

CONDUIT CONNECTION AS REQUIRED.

REEDER BAY CAMPGROUND &LEDGEWOOD PICNIC AREA

WATER AND SEWER IMPROVEMENTS

6/2017

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

ELECTRICAL

LEDGEWOOD TOILET FACILITY

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061417

FUSSELL ENGINEERING

CONSULTING ANDDESIGN

2435 DIXON STREET MISSOULA, MT 59801

(406) 721-6996 fus@aol.com

NOTE 1

SHEET GENERAL NOTES

A. THIS BUILDING IS A PRECAST CONCRETE BUILDING AS INDICATED. VERIFY USING THE CIVIL ENGINEERING

DRAWINGS FOR THE EXACT BUILDING TO BE PROVIDED.

B. EQUIPMENT LOCATION IN THE CHASE IS NOT SPECIFICALLY SHOWN. THE EQUIPMENT LOCATIONS SHALL BE

INDICATED ON PAPER AND SUBMITTED TO THE USFS COR FOR APPROVAL.

THE LOCATIONS OF EQUIPMENT SHALL BE DONE TO MAXIMIZE ACCESS FOR MAINTENANCE AND WORKING SPACE CLEARANCE FOR THE ELECTRICAL ITEMS. GENERALLY INSTALL SUCH ITEMS AS THE LOAD CENTER, EXISTING WELL

CONTROL PANEL, AND SEWAGE LIFT STATION PANEL NEAR THE DOOR.

C. SOME EQUIPMENT IS BEING MOVED FROM AN ADJACENT BUILDING AND THIS EQUIPMENT AND CORRESPONDING WIRING IS BE PRESERVED DURING DEMOLITION. FOR EXAMPLE THE EXISTING PRESSURE TANK, THE WELL CONTROL PANEL, UNDERGROUND CONDUCTOR SUPPLYING THE WELL HEAD, AND UNDERGROUND SUPPLY TO THE EXISTING

LOAD CENTER ARE ELECTRICAL ITEMS TO BE REUSED.

D. COORDINATION IS REQUIRED TO PROVIDE SLEEVES THROUGH THE WALLS, FLOOR AND CEILING OF THE NEW

BUILDING, ESPECIALLY IN THE CHASE, FOR EXISTING AND NEW ELECTRICAL EQUIPMENT.

THE SLEEVES REQUIRED ARE ESTIMATED:

EXISTING WELL CONTROL PANEL:

WELL CONDUCTORS OUT THROUGH FLOOR

LOAD CENTER:

SUPPLY FEEDER CONDUCTORS THROUGH THE FLOOR

LIFT STATION CONTROL PANEL

ALARM LIGHT AND HORN SOUNDER OUTSIDE WHERE VISIBLE

THREE CONDUITS, ONE FOR FLOAT CONDUCTORS AND TWO FOR THE PUMP POWER OUT THROUGH THE FLOOR

SPARES

2 TWO INCH SCHEDULE 80 PVC CONDUITS FROM INSIDE THE CHASE OUT THROUGH THE FLOOR TO BEYOND THE

BUILDING CONCRETE APRON.

E. CONDUCTORS SHALL BE COPPER THWN IN EMT CONDUIT WITHIN THE CHASE. USE SCHEDULE 80 PVC CONDUIT

OUTSIDE OF THE CHASE AND UNDERGROUND.

SHEET SPECIFIC NOTES

1. AT LEAST A 100 AMP LOAD 240 VOLT, SINGLE PHASE LOAD CENTER IS REQUIRED. THE CONTRACTOR WITH PERMISSION FROM THE USFS COR MAY ELECT TO REUSE THE EXISTING LOAD CENTER AS DESCRIBED ON THE PHOTO

ON SHEET E2.0.

2. THE FOLLOWING ELECTRIC EQUIPMENT SHALL BE INSTALLED IN THE CHASE:

• EXISTING WELL CONTROL PANEL

• LOAD CENTER

• PRESSURE TANK

• NEW PRESSURE SWITCH

• LIFT STATION CONTROL PANEL