Attachment 4 -Lake Alva - Construction Plans.pdf
PDF 18 MB Posted
- Attached to
- Lake Alva Campground Improvements
- Solicitation number
- 1240LU26Q0055
About this file
Construction Plans for Lake Alva Campground Water System Improvements
This document comprises construction plans and specifications for water system improvements at Lake Alva Campground in the Seeley Lake Ranger District of the Lolo National Forest in Missoula County, Montana. The project involves installation of approximately 2,480 linear feet of 2-inch HDPE water main piping and 430 linear feet of 1-inch polyethylene water service lines across two campground loops, serving existing campsites and host sites with new fire protection hydrants and connection infrastructure. Key water system components include a new junction vault with blowout connection at the well site, replacement of the existing well cap with a sanitary vented cover, six new hydrant pads with wooden posts and piping appurtenances, two host site hydrants with backflow prevention devices, six irrigation boxes with isolation valves, two low-point drain assemblies, and connection to the existing water main.
Pump house improvements include installation of a new 86-gallon pressure tank with platform, new galvanized piping and appurtenances, 2-inch pressure relief valve set to 75 PSI, check valves, flow meter, ball valves, pressure switch, and new control panel. Electrical improvements encompass replacement of existing power pedestals at two campsites with new 125-amp unmetered service pedestals, new distribution panel installation at the pump house, approximately 700 linear feet of 1.5-inch conduit installation, utility service modification and meter/main disconnect upgrades, and associated grounding equipment. Surface restoration includes 333 linear feet of asphalt overlay, 1,867 linear feet of aggregate surface restoration, and 540 linear feet of lawn and seed restoration across pavement crossings. The estimated project cost and contract type are not specified in these construction documents.
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1. THIS IS A STANDARD LEGEND AND ABBREVIATION LIST. THEREFORE, NOT ALL SYMBOLS AND
ABBREVIATIONS MAY BE USED ON THIS PROJECT.
2. EXISTING UNDERGROUND UTILITIES SHOWN ARE FROM THE BEST INFORMATION AVAILABLE. THIS
INFORMATION IS APPROXIMATE AND MAY BE INCOMPLETE. FOR ACCURATE LOCATION, THE
CONTRACTOR SHALL CONTACT, PRIOR TO EXCAVATION, THE UTILITIES UNDERGROUND LOCATION
CENTER AT: 1-800-424-5555.
3. CSI SPECIFICATIONS ARE UTILIZED FOR THIS PROJECT.
4. ALL NEW WATER COMPONENTS ARE TO BE LEAD FREE.
LEGEND
EXISTING PROPOSED DESCRIPTION
CTV CTV
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GENERAL NOTES:
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EXISTING PROPOSED DESCRIPTION
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ABBREVIATIONS
DETAIL OR SECTION TITLE
GENERAL DESIGN DESIGNATIONS: LA
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BASE ITEMS - ESTIMATED QUANTITIES**
ITEM NO. DESCRIPTION UNIT QUANTITY REMARKS
01010-1 MOBILIZATION LS 1
0 CONSTRUCTION SURVEY AND STAKING LS 1
WATER DISTRIBUTION
02221-1 TYPE A SURFACE RESTORATION (ASPHALT) LF 333
02221-2 TYPE B SURFACE RESTORATION (AGGREGATE) LF 1867
02221-3 TYPE C SURFACE RESTORATION (LAWN & SEED) LF 540
02232-1 CLEARING AND GRUBBING LS 1 TREE REMOVAL IS INDIRECT TO THIS
ITEM
02525-1 REPLACE WELL CAP EA 1 REMOVE AND DISPOSE EXISTING WELL
CAP
02660-1 JUNCTION VAULT WITH TEE, VALVES, AND BLOW OUT ASSEMBLY LS 1
02660-2 1" PE WATER SERVICE LF 430
FURNISHAND INSTALL PIPE.
TRENCHING, BACKFILL, AND
RESURFACING ARE INDIRECT TO THIS
02660-3 IRRIGATION BOX W/ ISOLATION VALVE EA 6
02660-4 NEW HYDRANT PAD, WOODEN POST, PIPING, AND
APPURTENANCES EA 6
02660-5 HOST SITE HYDRANT W/ BACKFLOW PREVENTION EA 2
02660-6 CONNECT TO EXISTING WATER MAIN EA 1
02660-7 REMOVE AND DISPOSE OF EXISTING VALVE BOXES EA 6
MATCH RESURFACING TO EXISTING
CONDITIONS, SAW CUT PAVEMENT TO
REMOVE VALVE BOXES AND PATCH
PAVE AS NEEDED
02660-8 LOW POINT DRAIN EA 2
FURNISH AND INSTALL DRAINS
INCLUDING IRRIGATION BOX WITH
VALVE, DRAIN PIPE, AND SCREENED
OUTLET
02665-1 2" HDPE WATER MAIN LF 2480
FURNISHAND INSTALL PIPE.
TRENCHING, BACKFILL, AND
RESURFACING ARE INDIRECT TO THIS
22615 PUMP HOUSE IMPROVEMENTS LS 1
THE FOLLOWING ITEMS ARE TO BE
INCLUDED IN PUMP HOUSE
IMPROVEMENTS LUMP SUM. ITEMS
LISTED ARE FOR QUANTITY ESTIMATES
ONLY
REMOVE AND DISPOSE EXISTING PIPING LS 1
2" GALVANIZED PIPE AND APPURTENANCES LS 1
CORE AND GROUTING PIPE
PENETRATIONS ARE INDIRECT TO THIS
ITEM
2" PRESSURE RELIEF VALVE EA 1
2" CHECK VALVE EA 2
2" FLOW METER EA 1
2" BALL VALVE EA 7
SMOOTH NOSE SAMPLE TAP EA 1
PRESSURE SWITCH EA 1
PRESSURE GAUGE EA 1
86 GALLON PRESSURE TANK WITH PLATFORM LS 1
Furnish and install pressure tank make/model as specified in the plans and a new platform for the pressure tank
16000 ELECTRICAL IMPROVEMENTS LS 1
THE FOLLOWING ITEMS ARE TO BE
INCLUDED IN ELECTRICAL
IMPROVEMENTS LUMP SUM. ITEMS
LISTED ARE FOR QUANTITY ESTIMATES
ONLY
ELECTRICAL DEMOLITION LS 1
GROUNDING EQUIPMENT LS 1
LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES LS 1
1 1/2" CONDUIT LF 700
NEW PANELBOARD (100A) EA 1
MISC. BOX CONNECTORS, COUPLERS, ETC. LS 1
MISC. ELBOWS, ACCESSORIES, ETC. LS 1
POWER OUTLET PEDESTALS INCLUDING CABLE
TRENCHING/BACKFILL EA 2
UTILITY SERVICE MODIFICATION & METER/MAIN DISCONNECT LS 1
100A CIRCUIT BREAKER FOR METER/MAIN EA 4
30A CIRCUIT BREAKER IN POWER OUTLET PEDESTAL EA 1
** INFORMATIONAL ONLY - NOT FOR BIDDING PURPOSES - REFER TO SCHEDULE OF ITEMS
OPTIONAL ITEM 1 - ESTIMATED QUANTITIES**
ITEM NO. DESCRIPTION UNIT QUANTITY REMARKS
02240-1
AGGREGATE SURFACE COURSE, 3/4" - MINUS, COMPACTION
METHOD 1 (COMMERCIAL SOURCE) CY 8
02502-1 ASPHALT TACK COAT, GRADE SS-1 GAL 212
02510-1 SAW CUTTING PAVEMENT LF 24
02510-2 ASPHALT CONCRETE, MONTANA DOT, TYPE 1, PG 58-28 TON 227
03226-1 REMOVE AND RESET WHEELSTOPS EA 17
03226-2 NEW PRECAST CONCRETE WHEELSTOPS EA 6
** INFORMATIONAL ONLY - NOT FOR BIDDING PURPOSES - REFER TO SCHEDULE OF ITEMS
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N O R T H
SITE CONTROL
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CP1
CP2
CP4
CONTROL POINT COORDINATE SYSTEM
POINT NORTHING EASTING ELEVATION DESCRIPTION
1 9305.61 5520.94 997.08 METAL ROD AND CAP
2 10202.93 4852.55 995.43 METAL ROD AND CAP
4 10274.54 5364.86 1018.57 METAL ROD AND CAP
SURVEY NOTES
1. THIS PROJECT UTILIZES A LOCAL COORDINATE
SYSTEM. NORTHING AND EASTING UNITS ARE
EXPRESSED IN UNITS OF INTERNATIONAL FEET BOTH
HORIZONTALLY AND VERTICALLY.
LOOP ONE
LOOP TWO
HIGHWAY 83 ACCESS
LAKE ALVA
GROUP USE SITE
DAY USE SITE
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N O R T H
OVERALL SITE PLAN
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NEW WATER SERVICE
AND HYDRANT
NEW WATER SERVICE
AND HYDRANT
NEW 2" TEE
PATCH PAVE CROSSING AND
RESTORE CAMPSITE TO
EXISTING CONDITION (TYP.)
EXISTING WATER MAIN,
TO BE ABANDONED
NEW WATER SERVICE
AND HYDRANT
NEW WATER SERVICE
AND HYDRANT
NEW WATER SERVICE
AND HOST SITE WATER
CONNECTION HYDRANT
NEW WATER SERVICE
AND HYDRANT
NEW WATER SERVICE
AND HOST SITE WATER
CONNECTION HYDRANT
NEW WATER SERVICE
AND HYDRANT
NEW 2" GATE VALVE
EXISTING PUMP HOUSE
EXISTING WELL
NEW 2" GATE VALVE
PAVEMENT IMPROVEMENTS
AT GROUP SITE
PATCH PAVE
CROSSING (TYP.)
LOOP ONE
LOOP TWO
HIGHWAY 83 ACCESS
LAKE ALVA
EXISTING HOST SITE 2
EXISTING HOST SITE 1
REMOVE TREES AS NEEDED,
PROTECT AND DO NOT REMOVE
KEY SPECIES. SEE NOTE 1.
NEW LOW-POINT DRAIN
WITH SCREENED OPENING
NEW LOW-POINT DRAIN
WITH SCREENED OPENING
NEW TEE WITH BALL VALVE
FOR LOW-POINT DRAIN TO BE
INSTALLED IN IRRIGATION BOX
NEW TEE WITH BALL VALVE
FOR LOW-POINT DRAIN TO BE
INSTALLED IN IRRIGATION BOX
NOTES
1. DO NOT REMOVE ANY "KEY SPECIES" OF TREES.
CONSULT WITH CO PRIOR TO REMOVING ANY TREES.
2. CONTRACTOR TO VERIFY LOCATION OF EXISTING
UTILITIES PRIOR TO EXCAVATION
3. ENSURE LOW POINT DRAIN LINE SLOPES DOWNWARD.
INSTALL A MESH SCREEN OVER DRAIN OUTLET.
CLEAR BRUSH AND DEBRIS WITHIN 1' OF OUTLET AND
PLACE GRAVEL BELOW AND AROUND OUTLET.
4. ALL NEW WATER LINES MUST PASS HYDROSTATIC
LEAKAGE TESTING PER SPECIFICATION SECTION
02665-3.4
5. ALL NEW WATER LINES MUST BE CHLORINATED IN
ACCORDANCE WITH AWWA C651-14 SEC. 4.3.1
TABLET/GRANULE METHOD OF CHLORINATION
6. ALL WATER LINES MUST BE BACTERIOLOGICAL
TESTED PER SPECIFICATION SECTION 02660-3.3.D
7. ALL NEW WATER COMPONENTS MUST BE LEAD FREE
8. DO NOT INSTALL HYDRANT ISOLATION VALVES AND
BOXES IN ACCESS PATHS
9. REMOVE ALL EXISTING VALVE BOXES
PROFILE VIEW OF LOOP ONE - STA. 0+00 TO STA. 8+00
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PLAN VIEW OF LOOP ONE - STA. 0+00 TO STA. 8+00
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NEW 2" HDPE WATER MAIN
NEW WATER CONNECTION
AND HYDRANT
STA. 5+55
NEW WATER CONNECTION
AND HYDRANT
STA. 0+22
NEW WATER CONNECTION AND
HYDRANT (SEE DETAIL)
STA. 0+22
NEW WATER CONNECTION
AND HYDRANT (SEE DETAIL)
STA. 5+55
PATCH PAVE ROAD CROSSING
IF OPEN CUT TRENCHING
M
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SEE SH
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8+00
C
PATCH PAVE CROSSING AND
RESTORE CAMPSITE TO
EXISTING CONDITION (TYP.)
PATCH PAVE CROSSING AND
RESTORE CAMPSITE TO
EXISTING CONDITION (TYP.)
PATCH PAVE CROSSING AND
RESTORE CAMPSITE TO
EXISTING CONDITION (TYP.)
PATCH PAVE CROSSING AND
RESTORE CAMPSITE TO
EXISTING CONDITION (TYP.)
PATCH PAVE ROAD CROSSING
IF OPEN CUT TRENCHING
CUT, PLUG, AND ABANDON
EXISTING WATER MAIN
REMOVE EXISTING HYDRANT.
DO NOT REPLACE.
EXISTING GROUND SURFACE
CUT, PLUG, AND ABANDON
EXISTING WATER MAIN
PROTECT EXISTING CULVERT PROTECT EXISTING CULVERT
NEW LOW-POINT DRAIN
WITH SCREENED OPENING.
(SEE NOTE 2)
NEW TEE WITH BALL VALVE
FOR LOW-POINT DRAIN TO BE
INSTALLED IN IRRIGATION BOX
NOTES
1. CONTRACTOR TO VERIFY LOCATION OF EXISTING
UTILITIES PRIOR TO EXCAVATION.
2. ENSURE LOW POINT DRAIN LINE SLOPES DOWNWARD.
INSTALL A MESH SCREEN OVER DRAIN OUTLET.
CLEAR BRUSH AND DEBRIS WITHIN 1' OF OUTLET AND
PLACE GRAVEL BELOW AND AROUND OUTLET.
3. ALL NEW WATER LINES MUST PASS HYDROSTATIC
LEAKAGE TESTING PER SPECIFICATION SECTION
02665-3.4.
4. ALL NEW WATER LINES MUST BE CHLORINATED IN
ACCORDANCE WITH AWWA C651-14 SEC. 4.3.1
TABLET/GRANULE METHOD OF CHLORINATION.
5. ALL WATER LINES MUST BE BACTERIOLOGICAL
TESTED PER SPECIFICATION SECTION 02660-3.3.D.
6. ALL NEW WATER COMPONENTS MUST BE LEAD FREE.
7. DO NOT INSTALL HYDRANT ISOLATION VALVES AND
BOXES IN ACCESS PATHS.
8. REMOVE ALL EXISTING VALVE BOXES.
2' M
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PROFILE VIEW OF LOOP ONE - STA. 8+00 TO STA. 14+50
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PLAN VIEW OF LOOP ONE - STA. 8+00 TO STA. 14+50
NEW 2" HDPE WATER MAIN
NEW HOST SITE HYDRANT AND
BACKFLOW PREVENTION IN
IRRIGATION BOX
STA. 12+25
NEW WATER CONNECTION
AND HYDRANT
STA. 10+66
NEW WATER CONNECTION
AND HYDRANT (SEE DETAIL)
STA. 10+66
NEW HOST SITE HYDRANT AND
BACKFLOW PREVENTION IN
IRRIGATION BOX (SEE DETAIL)
STA. 12+25
NEW 2"X2" TEE, TWO 2" BALL
VALVES, AND AIR COMPRESSOR
BLOWOUT CONNECTION IN 48"
MANHOLE (SEE DETAIL)
STA. 9+22
CONNECT NEW WATER MAIN
TO EXISTING PUMP HOUSE
NEW HOST SITE HYDRANT AND
BACKFLOW PREVENTION IN
IRRIGATION BOX (SEE DETAIL)
STA. 12+99
EXISTING UNDERGROUND
ELECTRICAL CROSSING
EXISTING GROUND SURFACE
EXISTING UNDERGROUND
ELECTRICAL CROSSING
CUT, PLUG, AND
ABANDON EXISTING
WATER MAIN
M
ATC
H
LIN
E - STA.
SEE SH
EET
8+00
C
PATCH PAVE CROSSING
AND RESTORE CAMPSITE TO
EXISTING CONDITION (TYP.)
PATCH PAVE CROSSING
AND RESTORE CAMPSITE TO
EXISTING CONDITION (TYP.)
REPLACE EXISTING WELL COVER
WITH A NEW SANITARY VENTED
WELL COVER (SEE DETAIL)
NEW HOST SITE HYDRANT AND
BACKFLOW PREVENTION IN
IRRIGATION BOX
STA. 12+99
NEW 2"X2" TEE, TWO 2" BALL VALVES,
AND AIR COMPRESSOR BLOWOUT
CONNECTION IN IRRIGATION BOX
STA. 9+22
PUMP HOUSE
IMPROVEMENTS.
SEE SHEET C6.
EXISTING SEWER CLEANOUT
EXISTING SEPTIC TANK
EXISTING SEWER CLEANOUT
NOTES
1. CONTRACTOR TO VERIFY LOCATION OF EXISTING
UTILITIES PRIOR TO EXCAVATION.
2. ALL NEW WATER LINES MUST PASS HYDROSTATIC
LEAKAGE TESTING PER SPECIFICATION SECTION
02665-3.4.
3. ALL NEW WATER LINES MUST BE CHLORINATED IN
ACCORDANCE WITH AWWA C651-14 SEC. 4.3.1
TABLET/GRANULE METHOD OF CHLORINATION.
4. ALL WATER LINES MUST BE BACTERIOLOGICAL
TESTED PER SPECIFICATION SECTION 02660-3.3.D.
5. ALL NEW WATER COMPONENTS MUST BE LEAD FREE
6. DO NOT INSTALL HYDRANT ISOLATION VALVES AND
BOXES IN ACCESS PATHS
7. REMOVE THEN RESURFACE ALL EXISTING VALVE
BOXES.
TO LOOP 2
2' M
IN
. B
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PROFILE VIEW OF LOOP TWO - STA. 15+00 TO STA. 25+00
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N O R T H
PLAN VIEW OF LOOP TWO - STA. 15+00 TO STA. 25+00
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PATCH PAVE CROSSING AND
RESTORE CAMPSITE TO
EXISTING CONDITION (TYP.)
PATCH PAVE CROSSING AND
RESTORE CAMPSITE TO
EXISTING CONDITION (TYP.)
PATCH PAVE CROSSING AND
RESTORE CAMPSITE TO
EXISTING CONDITION (TYP.)
PATCH PAVE ROAD CROSSING
IF OPEN CUT TRENCHING
PATCH PAVE ROAD CROSSING
IF OPEN CUT TRENCHING
PATCH PAVE CROSSING AND
RESTORE CAMPSITE TO
EXISTING CONDITION (TYP.)
NEW 2" HDPE WATER MAIN
NEW WATER CONNECTION
AND HYDRANT
STA. 23+00
NEW WATER CONNECTION
AND HYDRANT
STA. 15+43
EXISTING GROUND SURFACE
NEW WATER CONNECTION
AND HYDRANT
STA. 19+11
NEW WATER CONNECTION
AND HYDRANT (SEE DETAIL)
STA. 15+43
NEW WATER CONNECTION
AND HYDRANT (SEE DETAIL)
STA. 19+11
NEW WATER CONNECTION
AND HYDRANT (SEE DETAIL)
STA. 23+00
CONNECT TO LOOP
ONE (SEE SHEET C4)
CUT, PLUG, AND ABANDON
EXISTING WATER MAIN
NEW LOW POINT DRAIN WITH
SCREENED OPENING (SEE
NOTE 2)
NEW 2"X2" TEE, TWO 2" BALL VALVES,
AND BLOWOUT CONNECTION IN 48"
JUNCTION VAULT MANHOLE (SEE DETAIL)
STA. 24+73
NEW 2"X2" TEE, TWO 2" BALL VALVES, AND
AIR COMPRESSOR BLOWOUT CONNECTION
IN 48" JUNCTION VAULT MANHOLE
STA. 24+73 LOOP 1;
NOTES
1. CONTRACTOR TO VERIFY LOCATION OF EXISTING
UTILITIES PRIOR TO EXCAVATION.
2. ENSURE LOW POINT DRAIN LINE SLOPES DOWNWARD.
INSTALL A MESH SCREEN OVER DRAIN OUTLET.
CLEAR BRUSH AND DEBRIS WITHIN 1' OF OUTLET AND
PLACE GRAVEL BELOW AND AROUND OUTLET.
3. ALL NEW WATER LINES MUST PASS HYDROSTATIC
LEAKAGE TESTING PER SPECIFICATION SECTION
02665-3.4.
4. ALL NEW WATER LINES MUST BE CHLORINATED IN
ACCORDANCE WITH AWWA C651-14 SEC. 4.3.1
TABLET/GRANULE METHOD OF CHLORINATION.
5. ALL WATER LINES MUST BE BACTERIOLOGICAL
TESTED PER SPECIFICATION SECTION 02660-3.3.D.
6. ALL NEW WATER COMPONENTS MUST BE LEAD FREE.
7. DO NOT INSTALL HYDRANT ISOLATION VALVES AND
BOXES IN ACCESS PATHS.
8. REMOVE ALL EXISTING VALVE BOXES.
NEW TEE WITH BALL VALVE
FOR LOW-POINT DRAIN TO
BE INSTALLED IN
IRRIGATION BOX
LOOP 1
2' M
IN
. B
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Y
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EXISTING PUMP HOUSE
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PUMP HOUSE IMPROVEMENTS - PLAN VIEW
CONNECT NEW WATER MAIN
TO EXISTING PUMP HOUSE
NEW 2" TEE INSTALLED VERTICALLY.
TOP END TO BE FITTED WITH BALL
VALVE AND AIR COMPRESSOR HOOKUP
FOR SYSTEM BLOWOUT
NEW 2" CROSS
NEW PRESSURE TANK PLATFORM
EXISTING 3" HOLE IN FLOOR
FOR PIPE PENETRATION
EXISTING HEATER
(MOUNTED ON CEILING)
TO BE REMOVED
EXISTING PRESSURE TANKS
TO BE RECONNECTED AND
REMAIN IN SERVICE
REMOVE EXISTING
CONTROL PANEL AND ALL
WIRING AND CONDUIT
WITHIN PUMP HOUSE
EXISTING 3" HOLE IN FLOOR
FOR PIPE PENETRATION
REMOVE EXISTING
ELECTRICAL PANEL AND ALL
WIRING AND CONDUIT
EXISTING ELEVATED
PRESSURE TANK PLATFORM
NEW VERTICAL 90° BEND,
CONNECT TO EXISTING PIPE
PENETRATION IN FLOOR
NEW PUMP
CONTROL PANEL
NEW ELECTRICAL
DISTRIBUTION
PANEL "PH"
NEW SMOOTH NOSED SAMPLE TAP.
ENSURE SAMPLE TAP IS A MINIMUM OF
24" ABOVE THE GROUND.
NEW BADGER METER RECORDALL
M70 OR EQUAL FLOW METER
NEW 2" TEE
NEW 2" BALL VALVE
NEW PRESSURE RELIEF
VALVE, APOLLO 36LF20801
SET TO 75 PSI RELIEF
NEW PRESSURE GAUGE 0-100 PSI
NEW PRESSURE SWITCH SET
30/50 PSI CONNECTED TO NEW
CONTROL PANEL
NEW 2" TEE
NEW CHECK VALVE
INSTALLED VERTICALLY
NEW CHECK VALVE,
INSTALLED BELOW NEW
PRESSURE TANK PLATFORM
NEW 2" 90° BEND
NEW 2" X 1" MALE REDUCER
NEW 1" UNION
NEW 2" BALL VALVE
NEW 2" 90° BEND
NEW 2" X 1" MALE REDUCER
NEW 1" UNION
NEW 2" BALL VALVE
NEW 2" BALL VALVE,
CONNECT TO EXISTING
PRESSURE TANK PIPING
NEW 2" BALL VALVE
NEW 2" BALL VALVE,
CONNECT TO EXISTING
PRESSURE TANK PIPING
NEW 2" TEE
NEW VERTICAL 90° BEND,
INSTALLED BELOW TEE AT A
HEIGHT SUFFICIENT TO FIT PIPE
AND CHECK VALVE BENEATH NEW
PRESSURE TANK PLATFORM
CORE 2" HOLE THROUGH WALL
THEN EXTEND 1" LINE
THROUGH PUMP HOUSE WALL.
INSTALL HOSE BIB TO BUILDING
EXTERIOR. CAULK ANNULAR
SPACE BETWEEN PIPE AND
WALL WITH WHITE ON INSIDE
AND MATCHING EXTERIOR ON
OUTSIDE.
NEW VERTICAL 2" 90° BEND
REMOVE AND DISPOSE ALL
EXISTING 2" PIPE AND
APPURTENANCES
A A B
B
EXISTING PRESSURE
SWITCH
NEW PRESSURE TANK PLATFORM TO
ACCOMMODATE 24" PIPE HEIGHT.
NOTES
1. SEE SHEET C7 FOR SECTION VIEWS A AND B.
2. ALL NEW PIPING TO BE GALVANIZED STEEL PIPE.
3. EXISTING FLOOR PENETRATIONS TO BE GROUTED
UPON COMPLETION.
4. SEE ELECTRICAL SHEETS FOR ADDITIONAL
ELECTRICAL CONNECTIONS AND DETAILS.
5. ALL NEW WATER LINES MUST PASS HYDROSTATIC
LEAKAGE TESTING PER SPECIFICATION SECTION
02665-3.42.
6. ALL NEW WATER LINES MUST BE CHLORINATED IN
ACCORDANCE WITH AWWA C651-14 SEC. 4.3.1
TABLET/GRANULE METHOD OF CHLORINATION.
7. ALL WATER LINES MUST BE BACTERIOLOGICAL
TESTED PER SPECIFICATION SECTION 02660-3.3.D.
8. ENSURE NEW ELECTRICAL CONTROL PANELS
INCLUDE A 3 FOOT MINIMUM CLEAR SPACE IN FRONT
OF EACH.
NEW PIPE SUPPORTS
NEW PRESSURE TANK
WELL-X-TROL WX-302 86 GALLON
C7
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PUMP HOUSE IMPROVEMENTS - VIEW A - OUTLET PUMP HOUSE IMPROVEMENTS - VIEW B - INLET
NEW PRESSURE RELIEF
VALVE, APOLLO 36LF20801
SET TO 75 PSI RELIEF
NEW PRESSURE GAUGE 0-100 PSI
NEW PRESSURE SWITCH SET 30/50 PSI
CONNECTED TO NEW CONTROL PANEL
NEW 2"x1" GALVANIZED TEE
NEW CHECK VALVE
INSTALLED VERTICALLY
NEW 2" BALL VALVE
EXTEND 1" LINE FROM PRV THROUGH PUMP HOUSE WALL.
INSTALL HOSE BIB ON PUMPHOUSE EXTERIOR. CAULK
ANNULAR SPACE BETWEEN PIPE AND WALL WITH WHITE ON
INSIDE AND MATCHING EXTERIOR ON OUTSIDE.
NEW VERTICAL 2" GALVANIZED 90° BEND
24" M
IN
IM
U
M
NEW 2" GALVANIZED TEE
NEW 2" GALVANIZED 90° BEND
NEW 2" BALL VALVE
CONNECT TO EXISTING PIPE IN EXISTING
FLOOR PENETRATION. GROUT AND SEAL
FLOOR PENETRATION AFTER COMPLETE.
NEW CHECK VALVE INSTALLED UNDER
PRESSURE TANK PLATFORM
NEW 2" GALVANIZED TEE
NEW 2" GALVANIZED 90° BEND
NEW 2" BALL VALVE
NEW 2" GALVANIZED 90° BEND
NEW AIR COMPRESSOR CONNECTION
NEW WELL-X-TROL WX-302 86
GALLON PRESSURE TANKEXISTING PRESSURE TANK
NEW PRESSURE TANK
PLATFORM TO MATCH THE
EXISTING PLATFORM STYLE
NEW PRESSURE TANK PLATFORM. SET
TO ACCOMMODATE MINIMUM PIPE
HEIGHT.
NEW WELL-X-TROL WX302 86
GALLON PRESSURE TANK
EXISTING PRESSURE TANK
NEW PRESSURE
TANK PLATFORM
EXISTING PRESSURE TANK PLATFORM.
ADJUST HEIGHT AS NEEDED TO
ACCOMMODATE NEW PIPE HEIGHT.
C8
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BARRIER FREE HYDRANT CONNECTION DETAIL
TRENCH BOTTOM
1" DIAMETER HDPE
SERVICE PIPE
NEW 2"X1" TEE
NEW HAWS MODEL 6252EHLF
FAUCET OR EQUAL
NEW CONCEALED
4" GALV.
THREE U2" NIPPLE W/ COUPLER
CUT HOLE IN BOX AS
NEEDED TO ENSURE
PROPER CLEARANCE
UNION
3/4" BALL VALVE
UNION
PLASTIC IRRIGATION BOX EXTENSIONS.
INSTALL AS MANY AS NECESSARY TO
OBTAIN MINIMUM COVER REQUIRED.
PLASTIC IRRIGATION BOX (SEE NOTE 1
AND 2) WITH SNAP LOCK COVER, 17" X
30" OR AS NEEDED
GALVANIZED WOVEN WIRE
CLOTH, 4X4 MESHES PER INCH,
0.047" WIRE DIAMETER
NEW BOLT, NUT,
AND WASHERS
NEW 4" X 6" TREATED
WOOD POSTS (2)
EIGHT 12" HEX HEAD GALV. BOLTS
WITH FLAT WASHER AND
COUNTER-SUNK BOTH ENDS
HOSE BIBBS (QUARTER TURN VALVES)
1" GALV. STEEL PIPE.
ROUTE THROUGH HOLE
IN POST FOR PIPE.
EXISTING GRADE
1" ELBOW
15" M
IN
2' M
IN
2' M
IN
PLASTIC IRRIGATION BOX EXTENSIONS.
INSTALL AS MANY AS NECESSARY TO
OBTAIN MINIMUM COVER REQUIRED
PLASTIC IRRIGATION BOX WITH SNAP
LOCK COVER, 17" X 30" OR AS NEEDED
UNION
CUT HOLE IN BOX AS
REQUIRED FOR PROPER
HEIGHT OF PIPE
1" - 1 12" COMPACTED DRAIN
ROCK TO 6" BELOW BOX
COUPLER
1" GALV. STEEL PIPE
BACKFLOW PREVENTER, WATTS LF7
BALL VALVE FOR DRAINING BOTH SIDES
GALVANIZED WOVEN WIRE
CLOTH, 4X4 MESHES PER INCH,
0.047" WIRE DIAMETER
SLOPE TO
DRAIN1" HDPE PIPE
2' M
IN
TWO 3X6 WOODEN
POSTS WITH 45°
CHAMFERED EDGE
HOSE BIBBS (QUARTER
TURN VALVES)
UNION
BACKFLOW PREVENTER, WATTS LF7
1" GALV. STEEL PIPE
COUPLER
BALL VALVE FOR DRAINING BOTH SIDES
4'
HOST SITE WATER CONNECTION
COUPLER
NEW CONCEALED
4" GALV.
STEEL SUPPLY LINE WITHIN
WOODEN POST
STEEL SUPPLY LINE WITHIN
WOODEN POST
PAINT STEEL BRACKET BROWN
NEW 12"X4" GALV. STEEL LAG BOLTS
ADAPT GALV. STEEL TO
HDPE PIPE
1" DIAMETER HDPE
SERVICE PIPE
ADAPT GALV. STEEL TO
HDPE PIPE
HOSE BIB AND BACKFLOW
PREVENTION DETAIL - PLAN VIEW
BARRIER FREE
HYDRANT - SIDE ELEVATIONS
HYDRANT
CONNECTION
BACKFLOW PREVENTION
VALVE BOX DETAIL - PROFILE VIEW
1" DIAMETER HDPE
SERVICE PIPE
1" - 1 12" COMPACTED DRAIN
ROCK TO 6" BELOW BOX
6"
APPLY COOPER AZOLE OR COOPER NAPTHENATE
WOOD TEATMENT OR
BROWN FED-STD 20059 PAINT TO POSTS
PROVIDE 1"-1 12" DRAIN ROCK
EXTENDING A MINIMUM OF 12"
BELOW SLAB
4" DEPTH OF 3 4" AGGREGATE
COMPACTED TO UNYIELDING
CONDITION BENEATH SLAB
6'
4' 11"-12"
NEW CONCRETE HYDRANT PAD
(SEE NOTE 5)
NEW STEEL GRATE (SEE NOTE 7)
NEW METAL BRACKETS
(SEE NOTE 8)
6"
NOTES
NOTES
HYDRANT VALVE BOX
BARRIER FREE
HYDRANT - FRONT ELEVATIONS
HOSE BIB POST
DETAIL - PROFILE VIEW
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REMOVE EXISTING WELL COVER
AND REPLACE WITH NEW
SANITARY VENTED WELL COVER
WITH 1" DIA SANITARY PLUG
EXISTING ELECTRICAL CABLES
WELL IMPROVEMENTS
EXISTING GRADE
JUNCTION VAULT WITH BLOWOUT CONNECTION
FLEXIBLE WATER TIGHT
CONNECTION (TYP.)
BALL VALVE
2" GALV. STEEL PIPE
6"
BALL VALVE
(VERTICAL)
BALL VALVE
BALL VALVE
BALL VALVE
2" GALV. STEEL PIPE
2" GALV. STEEL PIPE
AIR COMPRESSOR
ATTACHMENT
2" TEE
2" TEE
2" TEE
2" TEE
AIR COMPRESSER
ATTACHMENT CONNECTED
TO TOP OF BALL VALVE
TO
L
O O
P O
N E
TO
P
U M
P H
O U
SE
TO LOOP TWO
PIPE SUPPORT
2" HDPE
WASHED GRAVEL WITHIN 12" OF DRAIN
EXISTING WELL CASING
ADAPT TO 2" GALV. STEEL
PIPE INSIDE MANHOLE
ADAPT TO 2" GALV. STEEL
PIPE INSIDE MANHOLE
ADAPT TO 2" GALV. STEEL
PIPE INSIDE MANHOLE
ADAPT TO 2" GALV. STEEL
PIPE INSIDE MANHOLE
CORROSION RESISTANT
MESH INSECT SCREEN
2" SCH. 40 STEEL
VENT PIPE, EXTEND
3' ABOVE GROUND
10" DIA. CONCRETE
FOOTING AROUND
VENT PIPE
LOCKABLE ALUMINUM MANHOLE
HATCH 24"X24" OPENING,
HALLIDAY PRODUCTS W1R2424 OR
EQUAL
NEW 48" DIA. CONCRETE
MANHOLE WITH LADDER
(NOT SHOWN)
4" FLOOR DRAIN
3' M
IN
IM
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C O
VE
R
2" HDPE
2" H
D
PE
2" H
D
PE
PIPE SUPPORT
PIPE SUPPORT
PIPE SUPPORT
PIPE SUPPORT
FLEXIBLE CONNECTION (TYP.)
FLEXIBLE CONNECTION (TYP.)
FLEXIBLE CONNECTION (TYP.)
SEAL VENT PIPE PENETRATION WITH A
FLEXIBLE WATER TIGHT CONNECTION
NOTES
NOTES
C10
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NEW WATER MAIN
(TYP.)
HYDRANT TEE
SOLDERLESS, 3M DIRECT
BURY SPLICE KIT, OR
APPROVED EQUAL
SOLDERLESS, 3M DIRECT
BURY SPLICE KIT, OR
APPROVED EQUAL
HYDRANT RISER
TRACER WIRE AS SPECIFIED
FASTEN TO TOP OF EACH PIPE
SECTION WITH DUCT TAPE
CONNECT TO GROUND ROD
TRACER WIRE DETAIL
VA
R
IA
BL
E
4' 4'
EXISTING AGGREGATE
SURFACE COURSE TO
REMAIN
3/4" - MINUS CRUSHED AGGREGATE
SURFACE COURSE (6" MIN. DEPTH)
TYPE "B" SURFACE RESTORATION
HDPE PIPE AND TRACER WIRE
6' 6'
VA
R
IA
BL
E
SEED DISTURBED AREAS BEYOND
PAY LIMIT AS REQUIRED
RESEED
6" TOPSOIL MIN.
HDPE PIPE AND TRACER WIRE
TYPE "C" SURFACE RESTORATION
12" MINIMUM TO
UNDISTURBED AGGREGATE
SURFACE COURSE
PAY LIMIT
PAY LIMIT
VARIABLE
VARIABLE
TYPE 1 PIPE BEDDING MATERIAL
SUITABLE NATIVE BACKFILL
TYPE 1 PIPE BEDDING MATERIAL
DETECTABLE BURIED
WARNING TAPE
(MAXIMUM OF 18" BELOW
FINISH GRADE)
SUITABLE NATIVE BACKFILL
DETECTABLE BURIED
WARNING TAPE
(MAXIMUM OF 18" BELOW
FINISH GRADE)
TYPICAL UTILITY TRENCH WITH TYPICAL UTILITY TRENCH WITH
VARIABLEVA
R
IA
BL
E
PAY LIMITS
12" MINIMUM CUT
BACK ON ASPHALT
SURFACE COURSE
(BOTH SIDES)
EXISTING ASPHALT
SURFACE COURSE &
BASE TO REMAIN
BITUMINOUS SURFACE
COURSE PAVEMENT
(3" MIN. DEPTH)
TYPE "A" SURFACE RESTORATION
TYPICAL UTILITY TRENCH WITH
HYDRANT PATH DETAIL
B B
SECTION B-B
3" DEPTH OF 3/4" MINUS
CRUSHED SURFACE COURSE.
(ITEM 02240-1)
5'
5'
2%
NOTES:
NEW WOODEN HYDRANT POST
NEW STEEL BRACKET (TYP.)
NEW FAUCET
NEW 13" SQUARE STEEL GRATE
NEW AGGREGATE HYDRANT ACCESS
PATH. MATCH HYDRANT PAD AND PATH
ORIENTATION TO EXISTING CONDITIONS.
NEW CONCRETE PAD
5'
6'
12" MINIMUM TO
UNDISTURBED AGGREGATE
BASE COURSE
VARIABLE
VARIABLE
TYPE 1 PIPE BEDDING MATERIAL
1-1/2" - MINUS CRUSHED
AGGREGATE SURFACE COURSE
(6" MIN. DEPTH)
NOTES
1. TRACER WIRE SHALL TERMINATE INSIDE VALVE BOX WITH ENOUGH SLACK TO REACH 2'
ABOVE GROUND SURFACE.
2. ALL WIRE AND CABLE SHALL BE JACKETED, HDPE INSULATED #14 AWG COPPER CLAD STEEL, HIGH STRENGTH, WIRE.
3. ALL SPLICED OR REPAIRED WIRE CONNECTIONS IN THE TRACER WIRE SYSTEM SHALL BE
MADE USING SOLDERLESS, 3M DIRECT BURY SPLICE KIT, OR APPROVED EQUAL.
4. NO SPLICES ALLOWED FOR WIRE LENGTHS LESS THAN 500 FEET, EXCEPT AT VALVE BOXES.
5. TRACER WIRE TO BE INSTALLED ON ALL NEW WATERLINES.
DETECTABLE BURIED
WARNING TAPE
(MAXIMUM OF 18" BELOW
FINISH GRADE)
SUITABLE NATIVE BACKFILL
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
WW
W
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(4
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-8
PLAN VIEW OF LAKE ALVA GROUP USE SITE
PARKING AREA
EXISTING WATER
HYDRANT WITH
ACCESSIBLE GRAVEL
PATH (TYP.) SEE
DETAIL
AREA TO BE OVERLAID WITH
HOT ASPHALT CONCRETE PAVEMENT
EXISTING WATER
HYDRANT
LEGEND
NEW ASPHALT OVERLAY SAWCUT AND MATCH
EXISTING WIDTH. (SEE DETAIL THIS SHEET)
PAVEMENT MATCHING DETAIL
EXISTING ASPHALT
THICKNESS VARIES
FINISH GRADE
THIS PROJECT 6' TRANSITION
(TYP.)
NOTES:
THICKEN PAVEMENT SECTION
TO MATCH EXISTING
SAWCUT EXISTING
ASPHALT AND APPLY
TACK COAT
EXISTING SUBGRADE
AGGREGATE BASE
EXISTING
DOUBLE-SHOT
CHIP SEAL
N O
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H
REMOVE & RESET EXISTING
WHEEL STOPS MINIMUM 3'
SPACING BETWEEN
(SEE DETAIL)
TYPICAL ROADWAY SECTION
8' 8'
℄ ROADWAY
2" HOT ASPHALT
CONCRETE PAVEMENT
(ITEM 02510-2)
VARIES**
4:14:1
PLACE CONSERVED TOPSOIL ALONG
EDGE OF NEW ASPHALT
EXISTING CHIP SEALEXISTING GRAVEL
REMOVE EXISTING VEGETATION
BETWEEN SURFACING AND EDGE OF
SHOULDER TO ALLOW FOR ROAD
DRAINAGE. WIDTH VARIES. INCLUDE
IN ITEM 02510-2.
TACK COAT
(ITEM 02510-1)
NATIVE SUBGRADE
** CROWN SLOPE VARIES:
MATCH EXISTING (MIN 1%)
CLEAN & SWEEP
PRIOR TO TACK COAT
(ITEM 02510-1)
PAVING NOTES:
MATERIAL SOURCES:
CRUSHED AGGREGATE ON SHOULDER AND HOT ASPHALT CONCRETE PAVEMENT TO BE OBTAINED FROM COMMERCIAL SOURCE
TACK COAT:
PRIOR TO APPLICATION OF TACK COAT, CONTRACTOR SHALL SHIELD ADJACENT SURFACES TO PROTECT AGAINST OVERSPRAY.
SITE CLEANUP:
PRIOR TO THE FINAL INSPECTION, THE CONTRACTOR SHALL CLEAN THE SITE (INCLUDING SWEEPING OF ALL ASPHALT
SURFACES). THIS WORK IS INDIRECT AND NO ADDITIONAL PAYMENT SHALL BE MADE.
CONTRACTOR SHALL BROADCAST SEED DISTURBED AREAS (INCLUDING CUT AND FILL SLOPES) WITH A GRASS MIX. SEED MIX
SHALL BE SUBMITTED TO THE C.O. PRIOR TO APPLICATION.
WORK:
DIMENSIONS AND LOCATIONS SHOWN ARE BASED ON ROUGH FIELD MEASUREMENTS AND CONSTRUCTION PLANS.
CONTRACTOR RESPONSIBLE TO VERIFY DIMENSIONS, LOCATIONS, AND QUANTITIES BEFORE BIDDING.
REMOVE AND RESET PRECAST CONCRETE WHEELSTOPS AND BOLLARDS.
PRIOR TO ASPHALT SURFACING AND REPAIR WORK, THE CONTRACTOR SHALL SWEEP ROAD, PARKING AREAS, AND PATCH AREAS TO REMOVE ALL DEBRIS AND LOOSE AGGREGATE. CONTRACTOR SHALL ALSO REMOVE AND DISPOSE OF ALL VEGETATION GROWING WITHIN THE AREAS TO BE REPAIRED AND/OR RESURFACED. VEGETATION SHALL BE REMOVED BY BLADING, CUTTING, WASHING, OR OTHER METHODS (WITH THE APPROVAL OF THE C.O.). WASTE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF OFF OF FOREST SERVICE LANDS. THE CONTRACTOR SHALL OBTAIN THE C.O.'S APPROVAL OF ALL SWEEPING, CLEANING, AND VEGETATION REMOVAL WORK BEFORE PROCEEDING
WITH ASPHALT OVERLAY (OR RELATED WORK).
EXISTING SURFACING IS DOUBLE-SHOT CHIP SEAL. REPAIR SURFACE IRREGULARITIES PER SPECIFICATION 02510 AND APPLY TACK COAT AT A RATE OF 0.10 GAL/SQ. YD. CERTAIN AREAS WILL REQUIRE LEVELING COURSE AND WILL BE DESIGNATED BY
CONTRACTING OFFICER.
SUBMITTALS:
REFER TO PROJECT SUPPLEMENTAL SPECIFICATIONS FOR A LISTING OF THE REQUIRED SUBMITTALS.
VARIES**
REMOVE EXISTING ASPHALT
AND CONCRETE BOLLARDS.
ADD 3" OF CRUSHED
AGGREGATE GRAVEL TO
MATCH PAVEMENT ELEVATION.
(ITEM 02240-1)
CONCRETE WHEELSTOP DETAIL
30°-35°
2" HOT ASPHALT
CONCRETE
PAVEMENT
(ITEM 02510-2)
COVER SAFETY EDGE
WITH AGGREGATE
SHOULDER MATERIAL AT
LOCATIONS SHOWN IN
PLAN VIEW THIS SHEET
SAFETY EDGE DETAIL
SAFETY EDGE.
MATCH BOTTOM SLOPE OF SAFETY EDGE
TO SLOPE OF ASPHALT PAVEMENT.
(INCLUDED IN ASPHALT BID ITEM)
SAFETY EDGE TYP.
(SEE DETAIL)
3' LONG #5 REBAR (TYP.)
6' LONG WHEEL STOP OLDCASTLE PRECAST
"PARKING BUMPER CURB" OR EQUAL
GRAVEL
NOTES:
1. PROVIDE A MINIMUM OF 3' SPACING BETWEEN WHEELSTOPS
EXISTING CHIP SEAL
SAFETY EDGE.
MATCH BOTTOM SLOPE OF SAFETY
EDGE TO SLOPE OF ASPHALT
PAVEMENT.
(INCLUDED IN ASPHALT BID ITEM)
SAFETY EDGE WITH
AGGREGATE GRAVEL IN
AREAS USED BY PEDESTRIANS
(SEE SHEET)
CONTRACTOR TO PLACE
SALVAGED BOULDERS ALONG
EDGE OF PAVEMENT AS
SHOWN AND DIRECTED BY CO.
MINIMUM OF 5' SPACING
BETWEEN BOULDERS. INCLUDE
COST IN ASPHALT PAVEMENT
ITEM.
CONTRACTOR TO PLACEN SALVAGED
BOULDERS ALONG EDGE OF PAVEMENT AS
SHOWN AND DIRECTED BY CO. MINIMUM OF 5'
SPACING BETWEEN BOULDERS. INCLUDE COST
IN ASPHALT PAVEMENT ITEM.
EXISTING
CULVERT
TO REMAIN PROVIDE 4' WIDE WHITE PAINTED STRIPING PATH (4" WIDE STRIPES, 0.17 MILS, MIN.) TO RESTRICT PARKING FROM ACCESSIBLE ROUTE. CONTRACTOR TO
INCLUDE COST OF STRIPING IN ASPHALT PAVEMENT BID ITEM.
SAFETY EDGE NOTES
1. THE SAFETY EDGE WILL BE CONSTRUCTED AS PART OF THE ROADWAY
PAVEMENT. THE CONTRACTOR MAY USE A SHOULDER WEDGE MAKER OR A
SIMILAR DEVICE THAT PRODUCES THE SAME COMPACTION RESULTS.
2. SHORT SECTIONS OF HANDWORK WILL BE ALLOWED WHEN NECESSARY FOR
TRANSITIONS.
3. SITE PREPARATION AND ADDITIONAL EARTHWORK REQUIRED TO CONSTRUCT
THE SAFETY EDGE WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE
INDIRECT TO APPLICABLE BID ITEMS.
NOTES:
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OVERALL ELECTRICAL SITE PLAN1
E2
N O
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GENERAL ELECTRICAL SITE NOTES
SEE CIVIL SITE PLANS FOR ADDITIONAL SITE INFORMATION AND REQUIREMENTS. COORDINATE SITE WORK WITH
OTHER TRADES.
REFER TO THE ENLARGED ELECTRICAL PLANS AND RISER DIAGRAM FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
THE U.S. FOREST SERVICE (USFS) IS THE AUTHORITY HAVING JURISDICTION (AHJ) COORDINATE ALL
REQUIREMENTS FOR INSPECTIONS WITH THEM. ALL ELECTRICAL WIRING TO COMPLY WITH THE REQUIREMENTS
OF THE NEC.
1.
2.
3.
FLAG NOTES THIS SHEET:
APPROXIMATE LOCATION OF THE EXISTING PUMP HOUSE. REFER TO THE ENLARGED PUMP HOUSE PLAN, E4, POWER RISER DIAGRAM, E5, AND ELECTRICAL DETAILS, E6.
APPROXIMATE LOCATION OF LOOP ONE. REFER TO THE ENLARGED LOOP ONE ELECTRICAL PLAN, E3, POWER
RISER DIAGRAM, E5, AND ELECTRICAL DETAILS, E6.
APPROXIMATE LOCATION OF THE SERVICE ENTRANCE EQUIPMENT, INCLUDING THE EXISTING TRANSFORMER AND
METER / DISTRIBUTION PEDESTAL. REFER TO ENLARGED LOOP ONE ELECTRICAL PLAN, E3, POWER RISER DIAGRAM, E5, AND EXISTING SERVICE ENTRANCE PHOTOS, E5. THE EXISTING TRANSFORMER WILL REMAIN. THE METER /
DISTRIBUTION PEDESTAL WILL BE REPLACED AS PART OF THE SCOPE OF WORK.
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ENLARGED LOOP ONE ELECTRICAL SITE PLAN1
E3
GENERAL ELECTRICAL SITE NOTES
SEE CIVIL SITE PLANS FOR ADDITIONAL SITE INFORMATION AND REQUIREMENTS. COORDINATE SITE WORK WITH OTHER TRADES.
ELECTRICAL TERMINATION AT SERVICE EQUIPMENT, AND ALL OTHER ELECTRICAL WORK AS INDICATED ON THIS DRAWING TO BE
PERFORMED BY THE ELECTRICAL SUBCONTRACTOR AS PART OF THEIR SCOPE OF WORK.
ALL CONDUITS, FOR BRANCH CIRCUIT FEEDERS UNDERGROUND SHALL BE SCHEDULE 80 PVC, UNLESS NOTED OTHERWISE. RUN ALL
CONDUITS 24'' MINIMUM BELOW FINISHED GRADE, UNLESS SPECIFICALLY NOTED OTHERWISE. COMPLY WITH THE NATIONAL
ELECTRICAL CODE (NEC).
REFER TO ELECTRICAL DETAILS, E6, FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
REPAIR AREAS THAT ARE DISTURBED BY THIS SCOPE OF WORK. AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION, AS
MUCH AS PRACTICABLE, UNLESS NOTED OTHERWISE BY PROJECT SCOPE OF WORK. COORDINATE WITH THE GENERAL CONTRACTOR.
ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRING, CONDUIT, GROUNDING, METERING, ETC. FOR A COMPLETE AND OPERATIONAL
SERVICE INSTALLATION.
COORDINATE AND LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATION. CALL FOR UTILITY LOCATES AND COORDINATION OF WORK
PRIOR TO ALL EXCAVATIONS.
REFER TO POWER RISER DIAGRAM, E5, FOR ADDITIONAL INFORMATION REGARDING THE SERVICE WHICH IS A PART OF THIS SCOPE OF
WORK.
PROVIDE ADEQUATELY SIZED PULLBOXES FOR POWER, AS NEEDED. STUB UP CONDUIT IN PULLBOX, CAP AND LABEL, AS NEEDED.
PULLBOX COVER SHALL READ "ELECTRIC," AS APPROPRIATE. PROVIDE A PULLBOX AFTER (2) 90-DEGREE BENDS OR AN
ACCUMULATION OF 120-DEGREES OF TOTAL PATHWAY DEVIATION FROM A STRAIGHT LINE BETWEEN EACH ACCESS POINT. LOCATE
PULLBOXES SUCH THAT THERE IS A MAXIMUM OF 400'-0" BETWEEN EACH ACCESS POINT. DO NOT LOCATE IN TRAFFIC AREAS, UNLESS
SPECIFICALLY MANUFACTURED TO HANDLE VEHICLE TRAFFIC.
REVIEW EXACT LOCATION OF PULLBOXES WITH THE CONTRACTING OFFICER PRIOR TO START OF EXCAVATION. TYPICAL FOR ALL.
ALL CONDUIT ROUTING SHALL BE FIELD COORDINATED. CAP AND LABEL THE CONDUITS AT BOTH ENDS, AS NEEDED. TYPICAL FOR ALL
SITE CONDUIT RUNS.
THE U.S. FOREST SERVICE (USFS) IS THE AUTHORITY HAVING JURISDICTION (AHJ) COORDINATE ALL REQUIREMENTS FOR INSPECTIONS
WITH THEM. ALL ELECTRICAL WIRING TO COMPLY WITH THE REQUIREMENTS OF THE NEC.
ALL WIRING SHALL BE STANDARD COPPER, UNLESS NOTED OTHERWISE.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
FLAG NOTES THIS SHEET:
COORDINATE ELECTRICAL SERVICE REQUIREMENTS WITH UTILITY COMPANY AND THE U.S. FOREST SERVICE (USFS). THE UTILITY COMPANY
IS MISSOULA ELECTRIC COOP, (406) 541-4433. EXISTING SERVICE SHALL REMAIN. NEW METER / MAIN DISTRIBUTION PEDESTAL WILL BE
INSTALLED AS PART OF THE SCOPE OF WORK. NEW PEDESTAL SHALL BE LOCATED NEAR THE EXISTING TRANSFORMER AND EXISTING
METER MAIN. EXISTING METER MAY BE REUSED AND RELOCATED TO THE NEW PEDESTAL. COORDINATE WITH THE UTILITY, CONTRACTING
OFFICER AND GENERAL CONTRACTOR FOR PROGRESS OF WORK TO MEET THE CONSTRUCTION SCHEDULE. REFER ALSO TO EXISTING
SERVICE ENTRANCE PHOTOS, E5.
EXISTING PUMP HOUSE WILL HAVE A NEW DISTRIBUTION PANEL INSTALLED. EXISTING FEEDER FROM THE UTILITY POINT OF SERVICE SHALL
REMAIN AND BE REUSED, AS MUCH AS PRACTICABLE. REFER TO ENLARGED PUMP HOUSE PLAN, E4, AND POWER RISER DIAGRAM, E5, FOR
ADDITIONAL INFORMATION.
EXISTING POWER PEDESTAL AT CAMPSITE #1 TO BE REPLACED WITH A NEW POWER PEDESTAL. REMOVE EXISTING PEDESTAL IN ITS
ENTIRETY AND DISPOSE OF IT. A NEW FEEDER FROM THE UTILITY POINT OF SERVICE WILL BE REQUIRED TO FEED THE NEW POWER
PEDESTAL. EXISTING FEEDER SHALL BE REMOVED IN ITS ENTIRETY FROM THE POINT OF SERVICE. NEW FEEDER SHALL BE INSTALLED AND
SHALL FOLLOW THE EXISTING ROUTING, AS MUCH AS PRACTICABLE, TO AVOID DISTURBING THE SURROUNDING LANDSCAPING. REFER TO
POWER RISER DIAGRAM, E5, AND POWER OUTLET PEDESTAL DETAIL, E6, FOR ADDITIONAL INFORMATION AND REQUIREMENTS. THE NEW
POWER PEDESTAL WILL NOT BE A HOST PEDESTAL TO FEEDER OTHER PEDESTALS. NOTE: THIS PEDESTAL HAS A FEED TO AN EXISTING
PUMP CONTROL PANEL THAT SHALL REMAIN, INCLUDING THE CONDUIT AND WIRE. THE NEW POWER PEDESTAL SHALL CONTAIN A BREAKER
TO FEED THE EXISTING CONTROL PANEL.
EXISTING POWER PEDESTAL AT CAMPSITE #2 TO BE REPLACED WITH A NEW POWER PEDESTAL. REMOVE EXISTING PEDESTAL IN ITS
ENTIRETY AND DISPOSE OF IT. A NEW FEEDER FROM THE UTILITY POINT OF SERVICE WILL BE REQUIRED TO FEED THE NEW POWER
PEDESTAL. EXISTING FEEDER SHALL BE REMOVED IN ITS ENTIRETY FROM THE POINT OF SERVICE. NEW FEEDER SHALL BE INSTALLED AND
SHALL FOLLOW THE EXISTING ROUTING, AS MUCH AS PRACTICABLE, TO AVOID DISTURBING THE SURROUNDING LANDSCAPING. REFER TO
POWER RISER DIAGRAM, E5, AND POWER OUTLET PEDESTAL DETAIL, E6, FOR ADDITIONAL INFORMATION AND REQUIREMENTS. THE NEW
POWER PEDESTAL WILL NOT BE A HOST PEDESTAL TO FEEDER OTHER PEDESTALS.
FIELD COORDINATE ROUTING OF ALL NEW FEEDERS. EXISTING LANDSCAPING SHALL REMAIN, AS MUCH AS POSSIBLE. REPAIR ALL
LANDSCAPE AREAS TO THEIR ORIGINAL CONDITION. COORDINATE WITH THE CONTRACTING OFFICER. TYPICAL THROUGHOUT THE
PROJECT SITE.
EXISTING COMMUNICATIONS LINE TO REMAIN. VERIFY EXISTING LINE(S) REMAINS INTACT AND ARE NOT DAMAGED DURING THE
INSTALLATION OF THE NEW POWER FEEDERS.
ELECTRICAL CONTRACTOR SHALL PROVIDE A SCHEDULE OF VALUES TO SPECIFY THE QUANTITY OF EACH ITEM IN THEIR BID.
12.
13.
N O
RT
H
EXISTING PUMP
HOUSE. LOCATION
OF NEW PANEL "PH"
APPROXIMATE LOCATION
OF UTILITY POINT OF
SERVICE AND ENTRANCE
EQUIPMENT
APPROXIMATE LOCATION
OF EXISTING POWER
OUTLET PEDESTAL (POP)
TO BE REPLACED WITH A
NEW POP (CAMPSITE #2)
APPROXIMATE LOCATION
OF EXISTING PUMP
CONTROL PANEL TO
REMAIN
APPROXIMATE LOCATION
OF EXISTING POWER
OUTLET PEDESTAL (POP)
TO BE REPLACED WITH A
NEW POP (CAMPSITE #1)
EXISTING POWER PEDESTAL - CAMPSITE #23
E3
REFERENCE
EXISTING POWER PEDESTAL - CAMPSITE #12
E3
REFERENCE
EXISTING POWER PEDESTAL AND
EXISTING COMMUNICATIONS PEDESTAL
FRONT FACE OF EXISTING
POWER PEDESTAL
BACK OF EXISTING POWER PEDESTAL -
CIRCUIT BREAKER FEED TO EXISTING
PUMP CONTROL PANEL
FRONT FACE OF EXISTING
POWER PEDESTAL
EXISTING POWER PEDESTAL
AT CAMPSITE #1
EXISTING POWER PEDESTAL
AT CAMPSITE #2
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| Row1: |
| EXISTING UNDERGROUND SECONDARY: |
| w: |
| undefined: |
| z 0 ii ii ll w 0 z 0 cii 0: |
| NAME: |
| MFGR: |
| AMPS: |
| AIC: |
| TYPE: |
| NQOD: |
| MAINS: |
| OCP: |
| 100: |
| NEUTRAL CONDUCTORS: |
| WIDTH: |
| 20: |
| MCA: |
| 22: |
| GROUND WIRE: |
| DEPTH: |
| 5 314: |
| FEED LGTH 50: |
| CONDUIT SIZE: |
| SURFACE: |
| 120PHASE: |
| CONAMPS 23: |
| 1112CONDUIT RUNS: |
| FEED: |
| BOTTOM: |
| WIRES: |
| PERCENT VOLTAGE DROP: |
| L 1: |
| POLES20: |
| RCPT EXISTING: |
| CIRCUIT NO2: |
| L 12: |
| LOAD2: |
| CONTROL PANEL: |
| POLES20_2: |
| L TS EXISTING: |
| CIRCUIT NO5: |
| 1700: |
| 18601700: |
| 2212 112G 112C: |
| 20212 112G 112C: |
| POLES20_3: |
| 200SPARE: |
| 5SPARE: |
| 17005: |
| LOAD5: |
| 2FAN: |
| POLES20_4: |
| 200SPARE_2: |
| 5SPARE_2: |
| 7: |
| 0: |
| 8640: |
| 58: |
| 8648: |
| 2SPARE: |
| 20Row1: |
| POLESRow5: |
| 200BUSSED SPACE: |
| 5BUSSED SPACE: |
| 09: |
| LOAD9: |
| 510: |
| 86410: |
| 2BUSSED SPACE: |
| 20BUSSED SPACE: |
| 20Row2: |
| POLESRow6: |
| 200BUSSED SPACE_2: |
| 5BUSSED SPACE_2: |
| 11: |
| 0_2: |
| 00: |
| 512: |
| 86412: |
| 2BUSSED SPACE_2: |
| 20BUSSED SPACE_2: |
| NAME_2: |
| POPMFGR: |
| AMPS_2: |
| AIC_2: |
| 10000: |
| PHASE CONDUCTORS: |
| POPTYPE: |
| MAINS_2: |
| OCP_2: |
| 100_2: |
| NEUTRAL CONDUCTORS_2: |
| POPWIDTH: |
| MCA_2: |
| GROUND WIRE_2: |
| POPDEPTH: |
| 68FEED LGTH: |
| CONDUIT SIZE_2: |
| POPMOUNTING: |
| 120PHASE_2: |
| 79: |
| 1112CONDUIT RUNS_2: |
| FEED_2: |
| BOTTOM_2: |
| WIRES_2: |
| 1112PERCENT VOLTAGE DROP: |
| L1: |
| CIRCUIT NO2_2: |
| L12: |
| LOAD2_2: |
| CIRCUIT NO4500: |
| LOAD CODE4500: |
| VA4500: |
| POLESBLANK: |
| AMPSBLANK: |
| 50Row1: |
| 2Row1: |
| 1450R OUTLETRow1: |
| 3: |
| 4500: |
| 45004500: |
| LOAD CODE4: |
| VA4: |
| POLESBLANK_2: |
| AMPSBLANK_2: |
| 230: |
| TT30R OUTLET: |
| 45005: |
| LOAD5_2: |
| LOAD CODE6: |
| VA6: |
| POLESBLANK_3: |
| AMPSBLANK_3: |
| 220: |
| 520R GFI OUTLET: |
| 7_2: |
| 1500: |
| 25001500: |
| LOAD CODE8: |
| VA8: |
| POLESBLANK_4: |
| AMPSBLANK_4: |
| 15009: |
| LOAD9_2: |
| LOAD CODE10: |
| VA10: |
| POLESBLANK_5: |
| AMPSBLANK_5: |
| 30Row1: |
| 2Row1_2: |
| SEWER PUMP PANELRow1: |
| 11_2: |
| 2500: |
| 25002500: |
| LOAD CODE12: |
| VA12: |
| POLESBLANK_6: |
| AMPSBLANK_6: |
| 24: |
| 21 114 J: |
| undefined_2: |
| w_2: |
| undefined_3: |
| z: |
| TABLE A WORKING CLEARANCES: |
| CONDITION: |
| VOLTAGE TO GROUND NOMINALRow1: |
| 151600: |
| ALL ELECTRICAL EQUIPMENT: |
| AS REQD: |
| undefined_4: |
| METALLIC WARNING: |
| NATIVE MATERIAL: |
| SAND: |
| CONDUITS TYP 24 MIN: |
| 3 MINRow1: |
File details come from the government source that posted it. Updated .