REEDER-PLANS-REV1-072717.pdf
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- AG-02RC-S-17-0128
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Revised Plan Drawings
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COVER
GENERAL NOTES & LEGEND
SUMMARY OF QUANTITIES
REEDER BAY CAMPGROUND SHEET INDEX
REEDER BAY - SITE DEMOLITION AND ABANDONMENT PLAN
REEDER BAY - SITE LAYOUT & SURVEY CONTROL COORDINATES
BATHROOM 1 AND BATHROOM 2-LAYOUT AND GRADING
BATHROOM 3 AND BATHROOM 4-LAYOUT AND GRADING
GRAVITY MAIN PLAN & PROFILE
BATHROOM 1 SERVICE PLAN & PROFILE
BATHROOM 3 SERVICE PLAN & PROFILE
BATHROOM 4 SERVICE PLAN & PROFILE
FORCE MAIN PLAN & PROFILE
REEDER BAY - LIFT STATION WITH GRINDER PUMP
SEWER DETAILS
REEDER BAY BATHROOMS FOUNDATION AND UTILITY DETAILS
WATER PUMPHOUSE
POST HYDRANT DETAIL
WATER DETAILS
LEDGEWOOD - SITE DEMOLITION
LEDGEWOOD - SITE LAYOUT & SURVEY CONTROL COORDINATES
LEDGEWOOD BATHROOM LAYOUT AND GRADING
LEDGEWOOD BATHROOM TRAIL
LEDGEWOOD SEWER SERVICE
LEDGEWOOD - LIFT STATION WITH GRINDER PUMP
LEDGEWOOD BATHROOM FOUNDATION AND UTILITY DETAILS
INDEX SHEET ELECTRICAL
REEDER BAY SITE - ELECTRICAL
LEDGEWOOD SITE - ELECTRICAL
PHOTOS - ELECTRICAL
SEWAGE LIFT STATION STRUCTURE - ELECTRICAL
BOOSTER PUMP STATION - ELECTRICAL
REEDER BAY LIFT STATION - ELECTRICAL
LEDGEWOOD LIFT STATION - ELECTRICAL
LEDGEWOOD TOILET FACILITY - ELECTRICAL
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE, REGION 1
IDAHO PANHANDLE NATIONAL FORESTS
BONNER COUNTY, IDAHO
CONSTRUCTION PLANS FOR:
REEDER BAY CAMPGROUND &
LEDGEWOOD PICNIC AREA
WATER & SEWER IMPROVEMENTS
9-10
16-17
18-21
22-25
34-38
E0.0
E1.0
E1.1
E2.0
E3.0
E3.1
E3.2
E3.3
E3.4
VICINITY MAP
NO. DESCRIPTION
INDEX TO SHEETS
DISTRICT RANGER
FOREST ENGINEER
APPROVED:
REVIEWED:
DATE
DATE
IDAHO PANHANDLE NATIONAL FORESTS
IDAHO PANHANDLE NATIONAL FORESTS
FOREST LANDSCAPE ARCHITECT
RECOMMENDED:
DATE
IDAHO PANHANDLE NATIONAL FORESTS
NORTHERN IDAHO LOCATION MAP
R 3W
R 4W
Wallace
Orofino
Kamiah
SANDPOINT
Porthill
Kellogg
St. Maries
SPOKANE
Avery
Clarkia
MISSOULA
MOSCOW
LEWISTON
T60N
T61N
T61N
T62N
COEUR
D'ALENE
R 4W
R 5W
FOREST SUPERVISOR
APPROVED:
DATE
IDAHO PANHANDLE NATIONAL FORESTS
REGIONAL LANDSCAPE ARCHITECT
APPROVED:
DATE
NORTHERN REGION
REGIONAL ENGINEER
APPROVED:
DATE
NORTHERN REGION
T62N
T63N
GENERAL NOTES & LEGEND of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371 of
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
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
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371 REEDER BAY CAMPGROUND
SHEET INDEX
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
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
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371 REEDER BAY - SITE LAYOUT
& SURVEY CONTROL COORDINATES
D
BATHROOM 1 AND BATHROOM 2
LAYOUT AND GRADING 38
of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
-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
LAYOUT AND GRADING 38
of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
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
of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
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
E
E
E
E
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
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
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
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
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
of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
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
of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
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
of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
B
2" FORCE MAIN
PLAN
B
A
A
REEDER BAY - LIFT STATION
WITH GRINDER PUMP
of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
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
of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
SEWER SERVICES DETAIL
SEWER DETAILS of
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
CAMP HOST SITE SEWER SERVICE CONNECT DETAIL
REEDER BAY BATHROOMS of
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
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
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
OZARK BATHROOM PLAN DETAIL
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
OZARK BATHROOM ELEVATION DETAIL
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
OZARK BATHROOM SECTION DETAIL
3'-0"
'-0
'-0 of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371 PUMP HOUSE - OVERVIEW
PUMP HOUSE - PLAN of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
PUMP HOUSE PLAN VIEW
SECTION
4'-0"
PUMP HOUSE - ELEVATIONS of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
SIDE (NORTH WEST) ELEVATION SIDE (SOUTH EAST) ELEVATION
REAR ELEVATIONFRONT ELEVATION
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
PUMP HOUSE - DETAILS & NOTES
PUMP HOUSE STRUCTURE DETAIL
RAKE DETAIL
CONCRETE SLAB DETAIL
PLAN VIEW
ROCK PLACEMENT
POST HYDRANT DETAIL of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
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
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
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
of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
LEDGEWOOD - SITE LAYOUT
& SURVEY CONTROL COORDINATES
of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
LEDGEWOOD BATHROOM
LAYOUT AND GRADING
of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
(OPTIONAL ALTERNATIVE 1)
LEDGEWOOD BATHROOM PATHWAY AND GRADING
A
A
A
A
A
-2
M a x
B
A
E
A
E
A
LEDGEWOOD BATHROOM
TRAIL
of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
(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
of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
LEDGEWOOD
4" GRAVITY SEWER SERVICE & 2" FORCE MAIN
(OPTIONAL ALTERNATIVE 1)
PLAN
A
A
A
A
A
E
LEDGEWOOD - LIFT STATION
WITH GRINDER PUMP
of
Sheet
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
LEDGEWOOD BATHROOM of
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
MONTROSE BATHROOM FLOOR AND WALL BLOCKOUT DETAILSMONTROSE BATHROOM PAD DETAIL
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
LEDGEWOOD BATHROOM
MONTROSE BATHROOM PLAN DETAIL
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
LEDGEWOOD BATHROOM
MONTROSE BATHROOM ELEVATION 1 DETAIL
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
LEDGEWOOD BATHROOM
MONTROSE BATHROOM ELEVATION 2 DETAIL
REEDER BAY CAMPGROUND & LEDGEWOOD PICNIC AREA
WATER AND SEWER IMPROVEMENTS
AW
MW
MW
PD
6/2017
3203 Russell Street, Missoula, Montana 59801-8591
Phone 406/721-4320 Fax 406/549-6371
LEDGEWOOD BATHROOM
MONTROSE BATHROOM SECTION 1 DETAIL
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
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
6/2017
3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371
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
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 SITE
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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
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
PHOTOS
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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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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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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
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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
| 6690 - REEDER - 100% SUBMIT-ELECTRICAL -11X17.pdf |
| E0.0 Index |
| E1.0 Reeder Bay site |
| E1.1 Ledgewood Site |
| E2.0 Photos |
| E3.0 Structure |
| E3.1 Booster Station |
| E3.2 Reeder Lift Station |
| E3.3 Ledgewood Lift Station |
| E3.4 Ledgewood Toilet |
File details come from the government source that posted it. Updated .