C04_Attachment 3 - Loleta Design Drawings.pdf
PDF 4 MB Posted
- Attached to
- Loleta Water System Upgrades Federal contract opportunity
- Solicitation number
- 12445526Q0132
- Issued by
- Department of Agriculture Forest Service
About this file
This document is a set of design drawings for water system improvements at the Loleta Recreation Area, part of the Allegheny National Forest in Marienville Ranger District, Pennsylvania. The project is identified as Phase 1 Water System Improvements and includes 12 sheets of detailed construction plans dated January 21, 2025.
The project scope encompasses construction of a new well house building with concrete slab foundation, installation of two 305-gallon NSF61 HDPE water storage tanks with chlorination capability, replacement of an existing valve box with new precast concrete structure, and installation of approximately 555 linear feet of new 2-inch and 4-inch HDPE water lines throughout the recreation area campground. Key components include a new 16-foot by 16-foot well house with corrugated metal construction, removal and reinstallation of an existing submersible pump, construction of multiple new water spigots with concrete pads at specific campground locations, installation of tracer wire on all water lines, and electrical work including underground service line installation from existing power pole and grounding requirements. The contractor must use directional drilling where possible but is permitted open trenching where necessary. All water lines must slope to drain with tracer wire forming one continuous network using underground waterproof splices. The well house electrical system requires a 200-amp single-phase 120/240-volt service with pump controls and chlorine injection system. Site location is established by USFS coordinates at 41.401944°N, 79.081111°W, with the Marienville Ranger District Office contact at 814-927-6628.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 12445526Q0132 Amendment 0001 - Extension.pdf | ||
| PreBid_SignIn.pdf | ||
| C04_Attachment 1 - Schedule of Items.xlsx | XLSX spreadsheet | |
| C04_Attachment 5 - Wage Rate Heavy.pdf | ||
| 12445526Q0132 - Loleta Water Systems Improvements.pdf | ||
| C04_Attachment 2 - Loleta Design Specs.pdf | ||
| C04_Attachment 4 - Wage Rate Building.pdf | ||
| C04_Attachment 1 - Schedule of Items.xlsx | XLSX spreadsheet |
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
LOLETA RECREATION AREA
FROM THE MARIENVILLE RANGER DISTRICT OFFICE LOCATED AT 131 SMOKEY LANE, MARIENVILLE, PA
16239, TRAVEL SOUTHWEST ON PA-66 S FOR 1.6 MILES. TURN SLIGHT LEFT ONTO SOUTH FOREST
STREET FOR 0.7 MILES. SOUTH FOREST ROAD BECOMES LOLETA ROAD JUST BEFORE THE WEST
BRANCH MILLSTONE CREEK. CONTINUE ONTO LOLETA ROAD AND TRAVEL 5.2 MILES. TURN LEFT INTO
LOLETA RECREATION AREA AT MILLSTONE ROAD.
LOLETA RECREATION AREA LATITUDE = 41.401944 N, LONGITUDE = -79.081111 W.
PHONE NUMBER FOR THE MARIENVILLE RANGER DISTRICT OFFICE IS 814-927-6628.
WATER SYSTEM IMPROVEMENTS - PHASE 1
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
DIRECTOR OF ENGINEERING DATE
FOREST SUPERVISOR
DATE
RO WATER & WASTEWATER PROGRAM MANAGER
DATE
2/3 /25
9:
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PENNSYLVANIA
ELK COUNTY
(R09) EASTERN REGION
ALLEGHENY NATIONAL FOREST
MARIENVILLE RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET # SHEET TITLE DATE
G-01 1 COVERSHEET
C-01 2 SITE PLAN WITH AERIAL IMAGE 1/21/2025
C-02 3 SITE PLAN WITHOUT AERIAL IMAGE 1/21/2025
A-01 4 WELL HOUSE ELEVATIONS 1/21/2025
A-02 5 WELL HOUSE CONCRETE SLAB 1/21/2025
A-03 6 WELL HOUSE BUILDING DETAILS 1/21/2025
P-01 7 WELL HOUSE PIPING 1/21/2025
P-02 8 VALVE BOX DETAILS 1/21/2025
P-03 9
SPIGOT, VALVE & DRAIN DETAILS
1/21/2025
P-04 10 MISCELLANEOUS DETAILS 1/21/2025
E-01 11 ELECTRICAL LAYOUT 1/21/2025
E-02 12
ELECTRICAL SCHEMATIC, WELL HOUSE
GROUNDING & METER INSTALL
1/21/2025
MARIENVILLE RANGER DISTRICT OFFICE
131 SMOKEY LAND
MARIENVILLE, PA 16239
W
W
W
W
GENERAL NOTES AND LEGEND
· THIS AERIAL VIEW IS MEANT TO PROVIDE A GENERAL REPRESENTATION OF THE LAY OF THE LAND, SHOWING VEGETATION, APPROXIMATE CAMPGROUND ROADS AND
CAMPING SPURS. THE ASPHALT OUTLINES ARE NOT EXACT. THE GOVERNMENT CONTRACTING OFFICERS REPRESENTATIVE (COR) WILL STAKE OUT LOCATIONS FOR
THE WATER SPIGOTS, DRAINS, VALVES, WELL HOUSE AND THE GENERAL PATH FOR THE WATER LINES.
· CONTOUR LINES ARE NOT SHOWN FOR CLARITY, BUT APPROXIMATE SPOT ELEVATIONS AT KEY LOCATIONS ARE SHOWN FOR REFERENCE.
· CONTRACTOR TO USE DIRECTIONAL DRILLING AS MUCH AS POSSIBLE, HOWEVER OPEN TRENCHING IS ALLOWED WHERE NECESSARY. WHERE WATER LINE CROSSES
THE ASPHALT ROAD, CUTTING THE ASPHALT AND PATCHING IS ALLOWED.
· ALL WATER LINES ARE REQUIRED TO SLOPE TO DRAIN AND TO HAVE TRACER WIRE. TRACER WIRE SPLICING SHALL USE UNDERGROUND WATERPROOF SPLICES SO ALL
THE TRACER WIRE FORMS ONE CONTINUOUS NETWORK.
· USFS WILL SET A BENCHMARK(S) FOR THE CONTRACTOR NEAR THE EXISTING WELL HEAD.
V
D
W
NEW SPIGOT VALVE
NEW DRAIN EXISTING WELL
NEW SPIGOT
NEW VALVE BOX
S
VB
E E
W W
EXISTING WATER LINE
NEW UG ELECTRICAL LINE
EXISTING POWER POLE
PP
EXISTING OH ELECTRICAL LINE
OE OE
D1
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
V1
W
S
V2
NEW WATER LINE
EXISTING WATER LINES
TO BE CUT AND
ABANDONED IN PLACE
VB
EXISTING 2" WATER LINE
TO BE RECONNECTED
TO NEW VALVE BOX
EXISTING WELL TO REMAIN & BE
CONNECTED WITH NEW 1" HDPE
WATER LINE & ELECTRIC LINE TO
NEW WELL HOUSE - SEE WELL
HOUSE PIPING DRAWING.
ENTIRELY REMOVE EXISTING
VALVE BOX & INSTALL NEW
VALVE BOX - SEE VALVE BOX
SHEET FOR DETAILS. NOTE
EXISTING WATER LINE FROM
VALVE BOX TOWARDS WELL
NOT SHOWN FOR CLARITY
INSTALL 195' NEW 2"
HDPE WATER LINE
FROM NEW VALVE
BOX TO ROAD EDGE
INSTALL 160' NEW 2"
HDPE WATER LINE 5'
OFF ROAD EDGE
INSTALL 260' NEW 2"
HDPE WATER LINE FROM
90° TURN TO TEE AT
VALVE 1
INSTALL 40' NEW 1"
HDPE WATER LINE
FROM 2" X 1" X 1" TEE
AT V1 TO DRAIN D1
ALLOWANCE FOR 10' NEW
1" HDPE WATER LINE
FROM MAINLINE TEE TO
SPIGOT, TYPICAL ALL
SPIGOTS
TYPICAL ASPHALT
CAMPGROUND ROAD
SAW CUT 12' WIDE
ASPHALT ROAD FOR
WATER LINE TRENCH
OR DIRECTIONAL BORE.
PATCH PER DETAIL.
TYPICAL 2 LOCATIONS
STEEP GRAVEL/NATIVE
SOIL GATED ACCESS
ROAD
GRAVEL
CAMPGROUND
SPUR ROAD
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
EXISTING POWER POLE #18143 TO
REMAIN. RUN NEW UG ELECTRIC
FROM POLE TO NEW WELL HOUSE
METER. ELECTRIC COMPANY IS
UNITED ELECTRIC COOPERATIVE, INC.
PP
REMOVE EXISTING
CONCRETE SLAB
~6'X6'X6"
REMOVE EXISTING
SPIGOT AND VALVE
BACK TO MAIN
WATER LINE
REMOVE
EXISTING
SPIGOT AND
VALVE BACK
TO MAIN
WATER LINE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
EXISTING POWER POLE
#18144 TO BE REMOVED.
RUN NEW UG ELECTRIC
FROM POLE #18143 TO NEW
WELL HOUSE METER.
PP
W
W
W
W
W
W
W
INSTALL 45' NEW
4" SCH 80 PVC
WATER LINE
FROM WELL
HOUSE TO NEW
VALVE BOX
E
CONSTRUCT NEW WELL
HOUSE AND CONCRETE
PAD. EXISTING GRADE =
1555.0' SURVEY DATUM
AND = 99.0' LOCAL GRADE
PER WELL HOUSE DETAILS.
1452'
1459'
1488'
1507'
1515'
1549'
1555'
X
X
O
N
E
W
A
Y
R
O
A
D
O
A
D
INSTALL 90° ELL
AND THRUST
BLOCK
INSTALL 2" X
1" X 1" TEE
AT V2
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/3 /25
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R09
EASTERN REGION
LOLETA
RECREATION
AREA WATER
SYSTEM
IMPROVEMENTS -
PHASE 1
ALLEGHENY
NATIONAL FOREST
MARIENVILLE
RANGER DISTRICT
SITE PLAN
WITH AERIAL IMAGE
01/21/2025
R. SUTTON
R. SUTTON
A. LESHER
091902-RWS2024-0002D
C-01 2 12
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GENERAL NOTES AND LEGEND
· THE GOVERNMENT CONTRACTING OFFICERS REPRESENTATIVE (COR) WILL STAKE OUT LOCATIONS FOR THE WATER SPIGOTS, DRAINS, VALVES, WELL HOUSE AND THE
GENERAL PATH FOR THE WATER LINES.
· CONTOUR LINES ARE NOT SHOWN FOR CLARITY, BUT APPROXIMATE SPOT ELEVATIONS AT KEY LOCATIONS ARE SHOWN FOR REFERENCE.
· CONTRACTOR TO USE DIRECTIONAL DRILLING AS MUCH AS POSSIBLE, HOWEVER OPEN TRENCHING IS ALLOWED WHERE NECESSARY. WHERE WATER LINE CROSSES
THE ASPHALT ROAD, CUTTING THE ASPHALT AND PATCHING IS ALLOWED.
· ALL WATER LINES ARE REQUIRED TO SLOPE TO DRAIN AND TO HAVE TRACER WIRE. TRACER WIRE SPLICING SHALL USE UNDERGROUND WATERPROOF SPLICES SO ALL
THE TRACER WIRE FORMS ONE CONTINUOUS NETWORK.
· USFS WILL SET A BENCHMARK(S) FOR THE CONTRACTOR NEAR THE EXISTING WELL HEAD.
V
D
W
NEW SPIGOT VALVE
NEW DRAIN EXISTING WELL
NEW SPIGOT
NEW VALVE BOX
S
VB
E E
W W
EXISTING WATER LINE
NEW UG ELECTRICAL LINE
SCALE: 1" = 30'
EXISTING POWER POLE
PP
EXISTING OH ELECTRICAL LINE
OE OE
D1
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
V1
W
S
V2
W W
NEW WATER LINE
EXISTING WATER LINES
TO BE CUT AND
ABANDONED IN PLACE
VB
EXISTING 2" WATER LINE
TO BE RECONNECTED
TO NEW VALVE BOX
EXISTING WELL TO REMAIN & BE
CONNECTED WITH NEW 1" HDPE
WATER LINE & ELECTRIC LINE TO
NEW WELL HOUSE - SEE WELL
HOUSE PIPING DRAWING.
ENTIRELY REMOVE EXISTING
VALVE BOX & INSTALL NEW
VALVE BOX - SEE VALVE BOX
SHEET FOR DETAILS. NOTE
EXISTING WATER LINE FROM
VALVE BOX TOWARDS WELL
NOT SHOWN FOR CLARITY
EXISTING CAMPING SPUR
INSTALL 195' NEW 2"
HDPE WATER LINE
FROM NEW VALVE
BOX TO ROAD EDGE
INSTALL 160' NEW 2"
HDPE WATER LINE 5'
OFF ROAD EDGE
INSTALL 260' NEW 2"
HDPE WATER LINE FROM
90° TURN TO TEE AT
VALVE 1
INSTALL 40' NEW 1"
HDPE WATER LINE
FROM 2" X 1" X 1" TEE
AT V1 TO DRAIN D1
ALLOWANCE FOR 10' NEW
1" HDPE WATER LINE
FROM MAINLINE TEE TO
SPIGOT, TYPICAL ALL
SPIGOTS
TYPICAL ASPHALT
CAMPGROUND ROAD
SAW CUT 12' WIDE
ASPHALT ROAD FOR
WATER LINE TRENCH
OR DIRECTIONAL BORE.
PATCH PER DETAIL.
TYPICAL 2 LOCATIONS
STEEP GRAVEL/NATIVE
SOIL GATED ACCESS
ROAD
GRAVEL
CAMPGROUND
SPUR ROAD
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
EXISTING POWER POLE #18143 TO
REMAIN. RUN NEW UG ELECTRIC
FROM POLE TO NEW WELL HOUSE
METER. ELECTRIC COMPANY IS
UNITED ELECTRIC COOPERATIVE, INC.
PP
REMOVE EXISTING
CONCRETE SLAB
~6'X6'X6"
REMOVE EXISTING
SPIGOT AND VALVE
BACK TO MAIN
WATER LINE
REMOVE
EXISTING
SPIGOT AND
VALVE BACK
TO MAIN
WATER LINE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
EXISTING POWER POLE
#18144 TO BE REMOVED.
RUN NEW UG ELECTRIC
FROM POLE #18143 TO NEW
WELL HOUSE METER.
PP
W
W
W
W
W
W
W
INSTALL 45' NEW
4" SCH 80 PVC
WATER LINE
FROM WELL
HOUSE TO NEW
VALVE BOX
E
CONSTRUCT NEW WELL
HOUSE AND CONCRETE
PAD. EXISTING GRADE =
1555.0' SURVEY DATUM
AND = 99.0' LOCAL GRADE
PER WELL HOUSE DETAILS.
SPOT ELEVATIONXXXX.X
1452'
1459'
1488'
1507'
1515'
1549'
1555'
EXISTING SPIGOTX
X
X
O
A
D
O
A
D
INSTALL 90° ELL
AND THRUST
BLOCK
INSTALL 2" X
1" X 1" TEE
AT V2
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/3 /25
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R09
EASTERN REGION
LOLETA
RECREATION
AREA WATER
SYSTEM
IMPROVEMENTS -
PHASE 1
ALLEGHENY
NATIONAL FOREST
MARIENVILLE
RANGER DISTRICT
SITE PLAN
WITHOUT AERIAL IMAGE
01/21/2025
R. SUTTON
R. SUTTON
A. LESHER
091902-RWS2024-0002D
C-02 3 12
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TOP OF CONCRETE FINISHED FLOOR = 100.00'
BOTTOM OF POST = 95.83'
BOTTOM OF 10" FOOTER = 95.00'
TREATED 4" X 6" POST, ALL
POSTS. BACKFILL WITH
COMPACTED PENN DOT 2RC
2' Ø X 10" THICK
CONCRETE FOOTER ON
COMPACTED IN SITU SOIL
TREATED 2" X 10" BOTTOM SKIRT ON
3 SIDES. CAN BE USED AS
CONCRETE FORM. USE TREATED 2"
X 6" FOR GARAGE DOOR END FORM.
26 GA CORRUGATED METAL
PANELS ON WALLS. EXTEND
BOTTOM TO 3" BELOW TOP
OF TREATED SKIRT BOARD
NORTH WEST WELL HOUSE GABLE WALL ELEVATION
NOTE 6" COMPACTED
PENN DOT 2RC BASE
NOT SHOWN FOR
CLARITY
USE STEEL WOOL TO PLUG
ALL CORRUGATIONS FOR A
DEPTH OF 3"
FINISHED GROUND GRADE = 99.50'
AT BOTTOM OF SLAB AND SLOPED
AWAY FROM BUILDING ALL SIDES
BOTTOM OF TOP CORD = 110.00'
TOP OF RIDGE = 113.50'
1' OVERHANG, ALL SIDES
6" CONCRETE SLAB SLOPED
2% FROM FINISHED FLOOR
26 GA CORRUGATED
METAL PANELS ON ROOF.
SEE DETAILS FOR EAVE
AND RIDGE VENT.
SOUTH WEST WELL HOUSE EAVE WALL ELEVATION
90° METAL CORNERS,
TYPICAL ALL CORNERS
18'-4"
1' OVERHANG, ALL SIDES
6" CONCRETE SLAB
SLOPED 2% FROM
FINISHED FLOOR
26 GA CORRUGATED
METAL PANELS ON ROOF.
SEE DETAILS FOR EAVE
AND RIDGE VENT.
NORTH EAST WELL HOUSE EAVE WALL ELEVATION
SLOPE FINISHED
GRADE AWAY
FROM BUILDING,
ALL SIDES
ELECTRIC METER BY
UTILITY COMPANY - SEE
ELECTRICAL GROUNDING
& METER DETAIL
SOUTH EAST WELL HOUSE GABLE WALL ELEVATION
NOTE 6" COMPACTED
SAND BASE NOT
SHOWN FOR CLARITY
2' X 3' X 10" THICK
CONCRETE FOR
DOUBLE POST FOOTER
SLOPE FINISHED
GRADE AWAY
FROM BUILDING,
ALL SIDES
SLOPE FINISHED
GRADE AWAY
FROM BUILDING,
ALL SIDES
9' WIDE X 8' HIGH
OVERHEAD GARAGE DOOR
3' ENTRY DOOR
6" THICK CONCRETE
APRON SLAB
OVERHANG
RETURNS ALL 4
CORNERS
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/3 /25
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5.D W
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R09
EASTERN REGION
LOLETA
RECREATION
AREA WATER
SYSTEM
IMPROVEMENTS -
PHASE 1
ALLEGHENY
NATIONAL FOREST
MARIENVILLE
RANGER DISTRICT
WELL HOUSE
ELEVATIONS
01/21/2025
R. SUTTON
R. SUTTON
A. LESHER
091902-RWS2024-0002D
A-01 4 12
SCALE: 3/8" = 1'
Feet
0 1 2
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16'
5'
4"
4'-11"
8'
4'-11"
SLOPE 2% DOWN FROM FIBERBOARD
A
A
21'-0
FOREST SERVICE WILL
SUPPLY & PLACE
SUBBASE MATERIAL AT
SITE TO BRING
ELEVATION TO BOTTOM
OF CONTRACTOR
PLACED PENN DOT 2RC
6" COMPACTED BASE
COURSE
23'-0
" INCLUDES 1' BEDDING EXTENSION ON ALL 4 SIDES OF SLAB
6" CONCRETE
SLAB-BROOM FINISH
CONCRETE APRON
1/2" FIBERBOARD &
12" DOWELS 2' O.C.
FINISHED FLOOR = 100.0'
SLAB SECTION A-A
4"Ø FLOOR
KNOCKOUT
8"Ø FLOOR
KNOCKOUT
1' 6"
6" CONCRETE TROWEL
SMOOTH FINISH
INTERIOR SLAB
ALL REBAR IS #4 AND
SHALL HAVE 3"
CLEAR DISTANCE ON
ALL EDGES FROM
END OF BARS
6" CONCRETE SLAB,
POURED IN PLACE. SLOPE
2% DOWN FROM BUILDING
TO OUTER EDGE. BROOM
FINISH LENGTHWISE
1/2" FIBERBOARD BETWEEN BUILDING AND APRON SLAB. DOWEL
SLAB INTO BUILDING FLOOR WITH 8 EACH 1/2" X 12" EPOXY COATED
REBAR SPACED 2' O.C. OR AS NECESSARY TO MISS BUILDING POSTS
6" CONCRETE SLAB,
POURED IN PLACE. LEVEL
FLOOR WITH TROWEL
SMOOTH FINISH
TYPICAL TREATED 4" X 6"
BUILDING POSTS SHOWN
FOR REFERENCE
NOTE BUILDING POSTS NOT SHOWN IN CROSS SECTION FOR CLARITY
USFS COR WILL STAKE THE
APPROXIMATE FOUR CORNERS OF
THE 16' X 16' WELL HOUSE
CONCRETE SLAB. CONTRACTOR
TO FINALIZE BUILDING LAYOUT
PRIOR TO CONSTRUCTION. THE
FRONT EDGE OF THE APRON SLAB
WILL BE APPROXIMATELY 10'
BEHIND THE WELL HEAD TO
ALLOW FOR WELL DRILLER
ACCESS. COR MAY ADJUST
LAYOUT AS NEEDED.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/3 /25
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1-
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5.D W
G;
R09
EASTERN REGION
LOLETA
RECREATION
AREA WATER
SYSTEM
IMPROVEMENTS -
PHASE 1
ALLEGHENY
NATIONAL FOREST
MARIENVILLE
RANGER DISTRICT
WELL HOUSE
CONCRETE SLAB
01/21/2025
R. SUTTON
R. SUTTON
A. LESHER
091902-RWS2024-0002D
A-02 5 12
Feet
0 1 2
SCALE: 3/4" = 1'
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29 GA. CORRUGATED
ROOF METAL
SYNTHETIC UNDERLAYMENT
BETWEEN METAL AND SHEATHING
1/2" OSB SHEATHING
METAL DRIP EDGE
1'
FASCIA METAL
ATTACHED TO 2" X
MATERIAL RIPPED TO FIT
VENTED SOFFIT PANEL W/
STRUCTURAL RIBS W/ F
CHANNEL
29 GA. CORRUGATED METAL
2" X 6" GIRTS 24" O.C.
4" X 6" TREATED BUILDING POST
TRUSS 2' O.C. PER UBC
EAVE DETAIL
SCALE: 1" = 1'
2" X 12" HEADERS
ROOF RIDGE DETAIL
SCALE: 1" = 1'
METAL ROOF RIDGE
CAP TO MATCH METAL
ROOF
TRUSS 2' O.C. PER UBC
1/2" OSB SHEATHING
SYNTHETIC UNDERLAYMENT
BETWEEN METAL AND SHEATHING
29 GA. CORRUGATED
ROOF METAL
2" GAP EITHER SIDE OF TRUSS
CENTERLINE FOR VENTILATION
TOP OF CONCRETE FINISHED FLOOR = 100.00'
BOTTOM OF TRUSS CORD = 110.00'
BOTTOM OF POST = 95.83'
BOTTOM OF 10" FOOTER = 95.00'
2' Ø X 10" THICK
CONCRETE FOOTER
TREATED 2" X 10" BOTTOM SKIRT 3
SIDES. TREATED 2" X 6" ON
GARAGE DOOR END. CAN BE
USED AS CONCRETE FORM
2" X 6" GIRTS TYP.,
24" O.C., ALL SIDES
2 EACH 2" X 12" HEADERS
29 GA CORRUGATED METAL
ON WALLS. EXTEND BOTTOM
TO 3" BELOW TOP OF
TREATED SKIRT BOARD
SEE EAVE DETAIL FOR
ROOF CONSTRUCTION
TYPICAL WELL HOUSE WALL
SCALE: 3/4" = 1'
USE STEEL WOOL TO PLUG
ALL CORRUGATIONS FOR A
DEPTH OF 3"
FINISHED GROUND GRADE = 99.50'
NOTE 6" COMPACTED
PENN DOT 2RC BASE
NOT SHOWN FOR
CLARITY
RETURN FOR FASCIA & SOFFIT
NOTCH 4" X 6" TREATED
POST TO FIT 2" X 12"
HEADER SO IT IS FLUSH TO
THE OUTSIDE OF THE POST
2" X 8" TOP PLATE
ATTACHED TO HEADERS.
RIP BOARD TO 7" WIDTH
TREATED 4" X 6" POST, ALL
POSTS. BACKFILL WITH
COMPACTED PENN DOT 2RC
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/3 /25
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1-
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5.D W
G;
R09
EASTERN REGION
LOLETA
RECREATION
AREA WATER
SYSTEM
IMPROVEMENTS -
PHASE 1
ALLEGHENY
NATIONAL FOREST
MARIENVILLE
RANGER DISTRICT
WELL HOUSE
BUILDING DETAILS
01/21/2025
R. SUTTON
R. SUTTON
A. LESHER
091902-RWS2024-0002D
A-03 6 12
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8' 8'
3'
1'-6"
16' 8'
WM
PPS
PPS
4' -4
15 16
1'-8"
9' WIDE
OVERHEAD
GARAGE DOOR
5'
16'
1'-8"
3'-21 2"
3'
3'-107 8"
1'-7"
2'-6"
3'-107 8"
WM
PPS PPS
WM
PRIMARY 305 GALLON NSF61 HDPE TANK W/ FLOAT SET FOR
OFF AT 265/ ON AT 230 GALLON. THIS = A 5" FLOAT SWING.
FLOAT OFF = 42"+/- FROM TANK BOTTOM AND ON AT 37"+/-.
ADJUST AS NEEDED. ATTACH FLOAT TO INSIDE OF TANK
NEAR TANK LID OPENING FOR EASY ACCESS USING
STAINLESS STEEL HARDWARE.
TANK TO SIT ON
TWO ROWS
CEMENT BLOCKS,
38 TOTAL
1' -6
4" SCH 80 PVC DISCHARGE
WITH INVERT AT 165
GALLON TANK MARK
FINISHED FLOOR = 100.00'
3' -2
1 4"
CHLORINATION PORT SMOOTH NOSED
SAMPLE TAP 2'
ABOVE FF.
BOILER DRAIN
VALVES WITH
VACUUM BREAKERS
2'
5'
2'-6"
1'-6"
6" CONCRETE SLAB
8" Ø FLOOR
KNOCKOUT
4" Ø FLOOR
KNOCKOUT
CHLORINATION PORT
2" TANK CONNECTION BUSHED DOWN TO 1"
BRASS BARB FITTINGS AND USE 6" FLEXIBLE
CLEAR BRAIDED HOSE FOR TANK CONNECTION
8" Ø FLOOR
KNOCKOUT
4" SCH 80 PVC
DISCHARGE
SIDE VIEW OF WELL HOUSE PIPING
PLAN VIEW OF WELL HOUSE PIPING
WATER METERWM
LEGEND
UNION
DRAIN W/ VB & SPIGOT CAP
SMOOTH NOSED SAMPLE TAP
(MUST BE INSTALLED
MINIMUM 24" ABOVE FLOOR)
PPS PROPER PIPE SUPPORT
BALL VALVE
4' -5
3 8"
16'X16'X6" BUILDING SLAB
5'X16'X6" APPROACH SLAB
NOTES:
· DIMENSIONS FOR EXACT PIPE FITTINGS ARE NOT CALLED OUT DUE TO VARIANCES IN CONSTRUCTION, SUPPLIER
DIMENSIONS, ETC. THIS DRAWING SHOWS THE INTENDED DESIGN OUTCOME. IN MOST CASES, THERE IS A MINIMUM OF 4" BETWEEN FITTINGS. CONTRACTOR TO PLACE FITTINGS, UNIONS, ETC. WHERE THEY ARE EASY TO ACCESS AND OPERATE.
· ALL FLOOR PENETRATIONS SHALL BE FILLED WITH CLEAN GRAVEL FLUSH WITH THE CONCRETE FLOOR.
· HORIZONTAL BALL VALVES SHALL HAVE HANDLES ON THE TOP OF THE PIPE AND VERTICAL BALL VALVES SHALL HAVE THE
HANDLES IN THE FRONT OF THE PIPE TOWARDS THE DIRECTION OF OPERATION.
· ALL PIPING AND FITTINGS ARE SCH 40 GIP UNLESS OTHERWISE NOTED.
· CHLORINE INJECTION PORT SHALL BE 1/2" SCH 40 GIP WITH 1/2" NIPPLE X 3" LONG WITH 1/2" THREADED BUSHING AND PLUG.
· ALL DRAIN SPIGOTS SHALL BE LEAD FREE BRASS AND INCLUDE A SPIGOT VACUUM BREAKER AND BRASS SPIGOT CAP.
· WATER LINE ENTERING THE BUILDING SHALL BE NEW 1" PE4710 HDPE SDR 11 FROM THE NEWLY INSTALLED WELL PITLESS
ADAPTER.
· WATER LINE EXITING THE BUILDING SHALL BE NEW 4" SCH 80 PVC AND EXTEND INTO THE VALVE PIT.
· PROPER PIPE SUPPORTS SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS. THE CONTRACTOR WILL BE RESPONSIBLE
FOR PROVIDING ANY ADDITIONAL PIPE SUPPORTS WHERE IT IS OBVIOUS THE PIPING REQUIRES ADDITIONAL SUPPORT.
· CONTRACTOR IS REQUIRED TO RUN ALL WELL CONTROL WIRING IN CONDUIT AS PER ELECTRICAL SCHEMATIC SHEET.
· WATER TANK TO SIT ON 2 ROWS OF 19 EACH 8X8X16 CEMENT BLOCKS ORIENTATED AS SHOWN.
4' -1
1"4' -1
1"
1" HDPE
FROM
WELL
6'-8"
4" Ø FLOOR
KNOCKOUT
4" TANK CONNECTION
NEW 4" SCH
80 PVC TO
VALVE BOX
1" GALVANIZED
IRON PIPE
SALVAGED CHLORINE
PUMP & SOLUTION
TANK FROM OLD
WATER SYSTEM
REINSTALLED BY
CONTRACTOR.
CONNECT TO OUTLET
& CHLORINE
INJECTION PORT.
TRANSITION
HDPE TO GIP
ABOVE FLOOR &
BELOW GIP
UNION
4" SCH 80 PVC
DISCHARGE
PRIMARY 305 GALLON NSF61 HDPE TANK W/ FLOAT
SECONDARY 305 GALLON NSF61 HDPE TANK
REQUIRED FOR ADDITIONAL CHLORINE
CONTACT TIME. PIPE ENTRY AND
DISCHARGE LOCATIONS/ELEVATIONS TO
MATCH THAT OF THE PRIMARY TANK.
4" WYE FITTING TO PICK UP
SECONDARY CHLORINE
CONTACT TANK; DIRECTION OF
WYE FOR ILLUSTRATIVE
PURPOSES ONLY
SMOOTH NOSED SAMPLE TAP
(ENTRY POINT); APPROX. 1.5'
ABOVE F.F.; DIRECTION FOR
ILLUSTRATIVE PURPOSES ONLY
TEE FITTING FOR SUPPLY
LINE TO SECONDARY TANK
TEE FITTING FOR SUPPLY
LINE TO SECONDARY TANK
2" TANK CONNECTION BUSHED DOWN TO 1"
BRASS BARB FITTINGS AND USE 6" FLEXIBLE
CLEAR BRAIDED HOSE FOR TANK CONNECTION
SIDE VIEW OF 4" SCH 80
DISCHARGE PIPE
F.F. = 100.00'
DISCHARGE FROM
SECONDARY TANK
DISCHARGE FROM
PRIMARY TANK
SMOOTH NOSED SAMPLE
TAP (ENTRY POINT);
APPROX. 1.5' ABOVE FF
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
6/3 0/2
6 1 1:
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2-
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5.D W
G;
R09
EASTERN REGION
LOLETA
RECREATION
AREA WATER
SYSTEM
IMPROVEMENTS -
PHASE 1
ALLEGHENY
NATIONAL FOREST
MARIENVILLE
RANGER DISTRICT
WELL HOUSE
PIPING
01/21/2025
R. SUTTON
R. SUTTON
A. LESHER
091902-RWS2024-0002D
P-01 7 12
ADD 2nd CONTACT TANK 06/22/26
Feet 0 1 2
SCALE: 3/4" = 1'
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5'
9" 3'-6" 9"
HALLIDAY MODEL F1R3636
ALUMINUM HATCH MOUNTED ON
TOP SLAB - SEE SPECIFICATIONS
FOR EXACT OPTIONS
CEMENT BLOCKS AND
NON-WOOD SHIMS TO
SUPPORT UNDER THE
4" PVC TEE
6" COMPACTED AGGREGATE
BASE COURSE TO EXTEND 1'
BEYOND OUTSIDE OF CONCRETE
STRUCTURE ON EACH SIDE
2" AND 4" PIPE AND FITTINGS
BOTTOM OF BASE COURSE = 1545.83'
TOP OF BASE COURSE = 1546.33'
FLOOR OF VAULT = 1546.83'
PIPE INVERTS THROUGH WALLS = 1548.00'
FINISHED GRADE = 1550.00'
TOP OF CONCRETE VAULT = 1550.50'
LID OF HATCH = 1550.75'
D I R
E C
T I O
N
O
F
H
A T
C H
P E
N
S H
A L L
B
E
W
I T
H
T
I N
G E
S
O
N
T H
E
U
P S
I D
E
O
F
T
S
L O
P E
HATCH HINGES
PRECAST STANDARD 5' X
5' TOP SLAB WITH 3' X 3'
OPENING
INSTALL 1/4" THICK RUBBER
GASKET UNDER HATCH BOLT
FLANGE TO MAKE HATCH WATER
TIGHT
PRECAST STANDARD 5' X
5' MONOLITHIC RISER
AND BASE
VALVE BOX CROSS SECTION
7'
VALVE BOX HATCH TOP VIEW
VALVE BOX INTERIOR PIPING
NEW 2" HDPE TO
NEW SPIGOTS
NEW 4" PVC FROM WELL HOUSE
4" PVC UNION S X S
4" PVC TEE SXSXS
FUSE EXISTING 2" HDPE PIPE
TO A NEW 2" HDPE PIECE OF
PIPE 2 FEET FROM FACE OF
VAULT WALL
2" THREADED
PVC BALL
VALVES & 2"
THREADED
PVC NIPPLES
2" HPDE TO 2" PVC TRANSITION
FITTING WITH MIPT TO THREAD
TO 2" BALL VALVE
4" X 2" S X THREADED
FLUSH REDUCING BUSHING
NOTES:
· ALL PVC PIPING SHALL BE NEW SCH 80, NSF 61 FOR POTABLE WATER.
· TYPICAL SPACING BETWEEN FITTINGS IS 4" UNLESS OTHERWISE NOTED.
· CEMENT BLOCKS AND SHIMS ARE NOT SHOWN IN THE VALVE BOX INTERIOR VIEW FOR CLARITY.
· BALL VALVE HANDLES SHALL BE EASILY ACCESSIBLE TO TURN WITH VALVE WRENCH FROM STANDING POSITION
OUTSIDE OF VAULT.
· DEPTH OF THE VAULT FROM THE FLOOR TO THE TOP OF THE HATCH LIP IS 3'-11" WHICH IS UNDER THE 4'
CONFINED SPACE THRESHOLD. BUILT AS SHOWN, THIS IS NOT A CONFINED SPACE.
· PIPING ARRANGEMENT POSITION/INVERTS CAN BE SLIGHTLY ALTERED AS NEEDED FOR FIELD FIT.
· ALL REINFORCED PRECAST CONCRETE SECTIONS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C478.
· ALL PRECAST SECTION JOINTS SHALL BE SEALED WITH RUBBER JOINT MATERIAL MEETING ASTM C443.
· THERE ARE 2 EACH 2" HDPE AND 1 EACH 4" PVC PIPE PENETRATIONS WHICH SHALL BE NEATLY FIELD DRILLED AT
THE PROPER ELEVATION AND ORIENTATION SO THERE ARE NO BINDS ON THE PIPE.
· ALL PIPE PENETRATIONS SHALL BE SEALED BY USING A LINKSEAL JOINT OR OTHER APPROVED FLEXIBLE BOOT.
NO GROUTING OF THE PIPE PENETRATIONS IS ALLOWED.
· BACKFILL AROUND THE MANHOLE STRUCTURE SIDES CAN USE VALVE BOX EXCAVATED MATERIAL AS LONG AS IT
IS NOT CLAY AND HAS NO ROCKS LARGER THAN 3" IN DIAMETER. THE LAYER OF 6" COMPACTED AGGREGATE
BASE COURSE CAN NOT BE VALVE BOX EXCAVATED MATERIAL.
NEW 2" HDPE TO
EXISTING SPIGOTS
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/3 /25
:3
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A
CG
W
S
DE
SI
GN
1-
-2
5.D W
G;
R09
EASTERN REGION
LOLETA
RECREATION
AREA WATER
SYSTEM
IMPROVEMENTS -
PHASE 1
ALLEGHENY
NATIONAL FOREST
MARIENVILLE
RANGER DISTRICT
VALVE BOX
DETAILS
01/21/2025
R. SUTTON
R. SUTTON
A. LESHER
091902-RWS2024-0002D
P-02 8 12
Feet
0 1 2
SCALE: 1" = 1'
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HALLIDAY
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WATER SPIGOT AND PAD
SCALE: 1" = 1'
6'
#4 REBAR AS SHOWN
WITH 3" CLEAR DISTANCE
ON ALL EDGES
6" CONCRETE SLAB,
SLOPE 2% DOWN FROM
POST TO FRONT OF SLAB
4"X6" TREATED WOOD POSTS
CG SPIGOT = HAWS 6252EHLF
4 EACH 3/8" X 6.5" THROUGH
BOLTS W/ WASHERS - 2 PER SIDE -
COUNTERSINK. USE ACORN NUTS
ON BACK SIDE OF POST
WATER SPIGOT AND PAD
PLAN VIEW
ADAPT HDPE SUPPLY PIPE TO 1/2" GIP
SPIGOT PIPING MINIMUM 1' PRIOR TO
MAKING 90° TO ENTER INSIDE THE WOOD
POST W/ PROPER TRANSITION FITTING.
A
A
SLOPE TO DRAIN BACK TO MAIN
LINE OR TOWARDS DRAIN
WATER SPIGOT SECTION A-A
COMPACTED BACKFILL
USING NATIVE SOIL OR
PENN DOT 2RC
SAW CUT THROUGH REAR
POST FOR EASE OF
REMOVAL-NO LOWER THAN 3"
ABOVE FINISHED GRADE
FLOW REDUCER PLACED INSIDE WOOD POST SPACER AREA
(ON VERTICAL OR HORIZONTAL PIPE). CG SPIGOT REDUCERS
SHALL BE 1 GPM & HOST SITES SHALL BE 5 GPM.
4" X 4" X 3/4" BEVELED TREATED WOOD SPACER
8' LONG (2) 4" X 6" TREATED
WOOD POSTS W/ DADO CUT
DOWN CENTER OF BACK TO BACK
POSTS TO CREATE VOID FOR
PIPING & UNION. BUILT UP POST
SIZE = 5.5" X 7"
3"
THROUGH BOLTS - TOTAL OF 4
1/8" THICK STAINLESS
STEEL CAP W/ 3 EACH
STAINLESS STEEL
RECESSED FLATHEAD
SCREWS. 3 SCREWS
PER SIDE. CAP LID
SHALL BE 1" LONG.
6" CONCRETE SLAB -
BROOM FINISH
LENGTHWISE
6" COMPACTED
AGGREGATE BASE
COURSE, PENN DOT
2RC
SLOPE 2% DOWN
5'
GENERAL SPIGOT NOTES:
· SPIGOT LOCATIONS TO BE STAKED BY THE GOVERNMENT. LOCATIONS ON
DRAWINGS ARE APPROXIMATE. MINOR ADJUSTMENTS TO PIPING ARE
INCIDENTAL TO THE CONTRACT.
· SPIGOTS INSTALLED ADJACENT TO ROADS, WALKWAYS, ETC. SHALL BE
INSTALLED PERPENDICULAR TO THE CENTERLINE.
· VALVES ARE TYPICALLY PLACED 5' PRIOR TO SPIGOT POST. SEE SITE
PLAN FOR VALVE AND DRAIN LOCATIONS.
· ALL WOOD FOR SPIGOTS SHALL BE TREATED UC4B.
· ALL FASTENERS SHALL BE GALVANIZED EXCEPT SCREWS FOR POST CAP
SHALL BE STAINLESS STEEL.
1/2" GIP DEPTH OF
BURY VARIES
SAW CUT ROAD EDGE AND POUR
SLAB TIGHT & FLUSH TO SAW CUT
SAW CUT ROAD EDGE
AND POUR SLAB TIGHT
& FLUSH TO SAW CUT
USE 4 EACH GRK
"° X 6" STAR
DRIVE LOW PROFILE WASHER
HEAD WOOD SCREWS INSTALLED
FROM BACK OF POST TO HOLD
BOTTOM PIECE TO FRONT PIECE
FOR INSTALLATION. SPACE AS
NEEDED
REUSE TOPSOIL
IF PRESENT REUSE EXISTING
EXCAVATED SANDY, LOAM SOIL,
OR PENN DOT 2RC FOR BACKFILL.
4" PVC THREADED PLUG
WITH GLUED ADAPTER TO
4" PVC SCH 40 PIPE
SPIGOT VALVE BOX
Q
U I R
E D
WATER LINE AND CURB STOP
VALVE CENTERED IN VERTICAL
PIPE. USE 4" X 3" REDUCER
COUPLING AND 3" X
APPROPRIATE DIA REDUCER
BUSHING TO CONNECT
MINNEAPOLIS STYLE CURB
STOP TO 4" SCH 40 PVC PIPE.
TRACER WIRES CONNECTED
TOGETHER WITH UG WATERPROOF
SPLICES TO FORM ONE CONTINUOUS
NETWORK. TERMINATE JUST
UNDERGROUND NEXT TO PIPE.
SCREENED END FOR SPIGOT DRAIN LINE
1" HDPE DISCHARGE PIPE
SLOPE 2% MIN TO DAYLIGHT
END OF PIPE SHALL UTILIZE A SCREENED OUTLET.
SEE SPECIFICATIONS FOR SCREENED OUTLET
SPECIFICS. EXTEND 1" CURB STOP VALVE 3"-4" OUT
FROM GROUND SURFACE, ADD 3" NIPPLE AND THEN
SCREEN FIXTURE. USE PROPER TRANSITION FITTING
FROM HDPE TO CURB STOP VALVE.
EXISTING GROUND
4" X 4" UC4A TREATED
WOOD MARKER POST -
ANGLED TOP TO FACE
TOWARDS OBJECT
MARKING
MARKER POST
PIPE EDGE, TROWEL
SMOOTH & PAINT WITH
TWO COATES YELLOW
MARKER POSTS
REQUIRED AT ALL
DRAIN OUTLET &
VALVE LOCATIONS
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/3 /25
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LOLETA
RECREATION
AREA WATER
SYSTEM
IMPROVEMENTS -
PHASE 1
ALLEGHENY
NATIONAL FOREST
MARIENVILLE
RANGER DISTRICT
SPIGOT, VALVE & DRAIN
DETAILS
01/21/2025
R. SUTTON
R. SUTTON
A. LESHER
091902-RWS2024-0002D
P-03 9 12
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FINISHED GRADE
EXISTING 6" DIA SCH 40
STEEL WELL CASING .
PROVIDE NEW PITLESS UNIT
PROVIDE STATE APPROVED
WATERTIGHT CAP WITH
SCREENED AIR VENT
ADJUSTING ROD
FOR PITLESS
PULL COUPLING
SCH 40 PVC CONDUIT THREADED INTO
WELL CAP AND PLUGGED WITH PROPER
CABLE SEALS OR PLUMBERS PUTTY
ENSURE CHECK VALVE IS
PLACED DIRECTLY ABOVE
THE PUMP
CONTRACTOR TO REMOVE
EXISTING 1.5" GIP DROP PIPE,
INSPECT, CLEAN OUTSIDE OF
RUST AND REINSTALL
WELL & SUBMERSIBLE PUMP DETAIL
NTS
REMOVE AND REINSTALL
EXISTING GOULDS 7 GPM PUMP,
0.5 HP PUMP, 120 V, SINGLE PHASE
SET AT APPROXIMATELY 250'.
PUMP WAS NEW IN JULY 2010/11.
M
T
T
P
F
C A
S I N
G
R
E Q
U I R
E S
S
T E
S
I N
G
E X
T E
N S
I O
N
NEW SCH 40 PVC
CONDUIT AND PUMP
WIRE TO THE
WELLHOUSE. BURY
DEPTH OF 18" MINIMUM.
B
U R
Y
D
E P
F
S U
P P
N
E
F
R O
M
P I T
L E
D A
P T
E R
PUMP WIRING - EXTEND AS
NEEDED TO WELL HOUSE.
E S
T I M
A T
T
L
L
D
E P
1.25" PUMP
CONNECTION
AT PITLESS ADAPTER, USE
PROPER FITTING TO
TRANSITION FROM GIP TO 1"
HDPE PIPE. HDPE PIPE SHALL
BE INSTALLED FROM THE
PITLESS ADAPTER TO THE WELL
HOUSE INTERIOR PLUMBING IN
ONE PIECE WITH NO
COUPLINGS.
EXISTING WELL SCREEN,
IF PRESENT, TO REMAIN
UNDAMAGED.
ELECTRICAL TRENCH DETAIL
FINISHED GRADE
4" TOP SOIL
MARKER TAPE WITH WORDS
"CAUTION ELECTRIC LINE
BURIED BELOW
NATIVE BACKFILL
ELECTRICAL CABLE
IN CONDUIT
6" MIN
PIPE
PENN DOT 2RC BEDDING
#12 TRACER WIRE TAPED 3'
INTERVALS ON TOP OF PIPE
NATIVE BACKFILL
MARKER TAPE WITH
WORDS "CAUTION WATER LINE
BURIED BELOW"
FINISHED GRADE
4" TOP SOIL
1'-6"
M
I N
V A
R I E
S
M
I N
B U
P
T H
TYPICAL TRENCH -
WATER LINE
HDPE WATER PIPE
PENN DOT 2RC BEDDING
#12 TRACER WIRE
NATIVE BACKFILL
MARKER TAPE WITH
WORDS "CAUTION WATER LINE
BURIED BELOW"
FINISHED GRADE
1'-6"
M
I N
V A
R I E
S
M
B
U R
Y
D E
P T
H
U
N L E
R
A P
P R
O V
H
E R
W I S
E
TYPICAL TRENCH - WATER LINE
IN PAVED ROAD
EXISTING 2"+/- ASPHALT
6" THICK PENN DOT 2RC BASE COURSE
SAW CUT AND PATCH ASPHALT
NOTE ALL BEDDING &
BACKFILL SHALL BE
APPROPRIATELY COMPACTED
V A
R I E
S
M
I N
D E
P T
H
U
N L E
S S
O T
H E
R W
I S
E
N
O T
E D
HDPE WATER PIPE
#12 TRACER WIRE
TYPICAL TRENCH - WATER PIPE
DIRECTIONAL BORED
EXISTING GRADE =
FINISHED GRADE
HORIZONTAL / VERTICAL
PIPE BEND 22.5° - 90°
THRUST BLOCK = 1
BAG MIXED QUICKCRETE
WRAP PIPE WITH 2 LAYERS
6 MIL MIN PLASTIC PRIOR
TO CONCRETE THRUST
BLOCK PLACEMENT.
2" HDPE OR 4" SCH 80 PVC PIPE
SMOOTH NOSED
SAMPLE TAP
1/2" LEAD FREE
BRASS TAP
POSITIONED
PERPENDICULAR
TO SYSTEM
PIPING.
SYSTEM
PIPING 1"
SCH 40 GIP
1"X1"X1" T
THREADED
90° ELBOW
1" X 1/2"
BUSHING
CHLORINATION PORT
1/2" THREADED BUSHING & PLUG
1/2" BRASS BALL VALVE
3" LONG 1/2" SCH 40 GIP,
ABOVE & BELOW BALL VALVE
1"X1"X1/2" T
SYSTEM PIPING 1"
SCH 40 GIP
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/3 /25
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R09
EASTERN REGION
LOLETA
RECREATION
AREA WATER
SYSTEM
IMPROVEMENTS -
PHASE 1
ALLEGHENY
NATIONAL FOREST
MARIENVILLE
RANGER DISTRICT
MISCELLANEOUS
DETAILS
01/21/2025
R. SUTTON
R. SUTTON
A. LESHER
091902-RWS2024-0002D
P-04 10 12
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16'
8'
1'-8" 9'
1'-8" 3'-2
TWO POLE LIGHT SWITCH
2 PLUG RECEPTACLE
GFI
2 PLUG GROUND-FAULT INTERRUPT RECEPTACLE
INSTALLED UPSTREAM OF OTHER RECEPTACLE(S)
4' LED CEILING
LIGHT FIXTURE
S
S
GFI
LEGEND
E E
E
E E
E
E
E
E
ELECTRIC WIRING
EXIT BATTERY BACK-UP
LIGHT FIXTURE
E L E
C
M E
T E
R
E L E
C
P A
N E
L
GFI
PUMP SAVER CONTROLS, FLOAT JUNCTION,
CHLORINATOR ISOLATED PLUG, ETC. INSTALLED I N
THIS AREA - ADJUST AS NEEDED. SEE ELECTRICAL
SCHEMATIC SHEET FOR FURTHER DETAILS.
E
E
UNDERGROUND FEEDER
BY UTILITY COMPANY IN
CONDUIT FROM POLE ON
POWER LINE EASEMENT
MOUNT INSIDE ELECTRIC
PANEL SO BOTTOM OF
PANEL IS A MINIMUM OF
4' ABOVE FF.
5'-6" 5' 5'-6"
E
E
E
UNDERGROUND FEEDER
FROM WELL TO
ELECTRICAL PANEL IN
SCH 40 PVC CONDUIT
E
E
E
E
E
E
E
E
E
E
E
E
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/3 /25
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GN
1-
-2
5.D W
G;
R09
EASTERN REGION
LOLETA
RECREATION
AREA WATER
SYSTEM
IMPROVEMENTS -
PHASE 1
ALLEGHENY
NATIONAL FOREST
MARIENVILLE
RANGER DISTRICT
ELECTRICAL
LAYOUT
01/21/2025
R. SUTTON
R. SUTTON
A. LESHER
091902-RWS2024-0002D
E-01 11 12
Feet
0 1 2
SCALE: 3/4" = 1'
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200 AMP SINGLE
PHASE 120/240 V
PANEL INSIDE
BUILDING
233P PUMP
SAVER PLUS
CONTROL BOX
(PENTEK/SYMCOM)
1/2 HP 1
PHASE
120 V
SUB.
PUMP
NOTES:
· THIS NOT-TO-SCALE SCHEMATIC SHOWS THE GENERAL ARRANGEMENT FOR THE WELL HOUSE ELECTRICAL
EQUIPMENT. CONTRACTOR SHALL WORK WITH THE USFS COR DURING PLACEMENT OF EQUIPMENT TO ENSURE IT
WILL BE IN A CONVENIENT LOCATION FOR OPERATION. SEE THE BUILDING PIPING AND ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
· ALL ELECTRICAL WORK SHALL BE PERFORMED BY A QUALIFIED/EXPERIENCED ELECTRICIAN IN COMPLIANCE WITH
THE CURRENT NEC. WELL CONNECTION ELECTRICAL WORK CAN BE PERFORMED BY THE LICENSED WELL DRILLER.
· IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE POWER SUPPLY CONNECTION WITH UNITED ELECTRIC
POWER COMPANY AND IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND ASSOCIATED FEES.
· NEW POWER PANEL AND ALL CONTROLS SHALL BE NEATLY MOUNTED ON AN ADEQUATELY SIZED PIECES OF 3/4"
TREATED PLYWOOD.
· ALL ELECTRICAL CONDUCTORS SHALL BE COPPER.
· ALL INTERIOR BUILDING ELECTRICAL CONDUCTORS SHALL BE RUN IN ELECTRICAL METALLIC TUBING (EMT) OR WHEN
NECESSARY, LIQUID TIGHT NONMETALLIC CONDUIT.
120 V OUTLET
WIRED FOR
CURRENT ONLY
WHEN WELL
PUMP IS
RUNNING
120 V
CHLORINE
PUMP
MULTIPLE
120 V
DUPLEX
OUTLET
CIRCUITS
OVERHEAD
LIGHT
SWITCH
200 AMP SINGLE
PHASE 240 V
METER AND
UNDERGROUND
SERVICE LINE
FROM UNITED
ELECTRIC
G
R O
U N
D I N
G
R
G
R O
U N
D I N
G
R
NORMALLY
CLOSED PUMP
FLOAT SWITCH
IN WELL HOUSE
WATER TANK
OVERHEAD
LIGHT
FIXTURES
6" CONCRETE SLAB
SLOPED 2% FROM
FINISHED FLOOR
SLOPE FINISHED
GRADE AWAY
FROM BUILDING,
ALL SIDES
E E E
8'
GROUNDING
ROD WITH
CLAMP
ELECTRIC METER BY POWER
COMPANY - CENTER SHOWN 4'
FROM BLDG CORNER. METER
SHALL BE INSTALLED AT LEAST 4'
ABOVE FINISHED GRADE.
200 A SERVICE LINE BY
POWER COMPANY BURIED
24" TO 48" BELOW FINISHED
GRADE
#6 MINIMUM CU BARE
GROUNDING WIRE
1" RIGID GALVANIZED
CONDUIT SECURED TO
BUILDING & WITH
GROMMET AT BOTTOM
TERMINATION FOR
GROUNDING WIRE
2" RIGID GALVANIZED
CONDUIT SECURED TO
BUILDING & WITH GROMMET
AT BOTTOM TERMINATION
FOR SERVICE LINE.
TERMINATION SHALL BE AT
LEAST 12" BELOW FINISHED
GRADE.
6' MIN
SEPARATION
BETWEEN
GROUNDING
RODS
18" MINIMUM SEPARATION
DISTANCE BETWEEN SERVICE
WIRE & NEAREST GROUND ROD
SCALE 1" = 1'
NOTES:
· ALL ELECTRICAL WORK SHALL BE PERFORMED BY A QUALIFIED/EXPERIENCED ELECTRICIAN IN
COMPLIANCE WITH THE CURRENT NEC.
· CONTRACTOR SHALL OBTAIN ALL NECESSARY ELECTRICAL PERMITS.
· CONTRACTOR SHALL COORDINATE ALL ELECTRICAL PRIMARY AND SERVICE LINE WORK WITH LOCAL
POWER COMPANY.
WELL HOUSE ELECTRICAL GROUNDING & METER INSTALL
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/3 /25
:3
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\C
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ET
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CG
W
S
DE
SI
GN
1-
-2
5.D W
G;
R09
EASTERN REGION
LOLETA
RECREATION
AREA WATER
SYSTEM
IMPROVEMENTS -
PHASE 1
ALLEGHENY
NATIONAL FOREST
MARIENVILLE
RANGER DISTRICT
ELECTRICAL
SCHEMATIC, WELL
HOUSE GROUNDING &
METER INSTALL
01/21/2025
R. SUTTON
R. SUTTON
A. LESHER
091902-RWS2024-0002D
E-02 12 12
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| !!!Loleta CG WS design combined dwgs 2-3-2025.pdf |
| !Loleta CG WS design 2-3-2025.pdf |
| Sheets and Views |
| !Loleta CG WS design 1-30-2025-COVERSHEET |
| OLE1 |
| !Loleta CG WS design 1-30-2025-SITE PLAN W IMAGE |
| OLE1 |
| No aerial image 2-3-2025.pdf |
| Sheets and Views |
| SITE PLAN WO IMAGE |
| OLE1 |
| !Loleta CG WS design 2-3-2025 |
| Sheets and Views |
| !Loleta CG WS design 1-30-2025-WELL HOUSE ELEVATIONS |
| OLE1 |
| !Loleta CG WS design 1-30-2025-CONCRETE FLOOR |
| OLE1 |
| !Loleta CG WS design 1-30-2025-BLDG DETAILS |
| OLE1 |
| Wellhouse pipine sheet P-01.pdf |
| Sheets and Views |
| WELLHOUSE PIPING |
| OLE1 |
| !!!Loleta CG WS design combined dwgs 2-3-2025 |
| !Loleta CG WS design 2-3-2025 |
| Sheets and Views |
| !Loleta CG WS design 1-30-2025-VALVE BOX |
| OLE1 |
| !Loleta CG WS design 1-30-2025-SPIGOT DETAILS |
| OLE1 |
| !Loleta CG WS design 1-30-2025-DETAILS |
| OLE1 |
| !Loleta CG WS design 1-30-2025-ELECTRICAL LAYOUT |
| OLE1 |
| !Loleta CG WS design 1-30-2025-ELEC SCHEMATIC |
| OLE1 |
| !Loleta CG WS design 2-11-2025 WELLHOUSE.pdf |
| Sheets and Views |
| !Loleta CG WS design 2-11-2025-WELLHOUSE PIPING |
| OLE1 |
| 2026-06-30T14:19:46-0400 | |
| ROBERT KLASEN |
| 2026-07-01T07:08:12-0400 | |
| JOSHUA BRIDGE |
| 2026-07-01T10:20:24-0400 | |
| ROBERT HEIAR |
| 2026-07-06T07:35:20-0500 | |
| TRAVIS HAAS |
| 2026-07-06T09:46:38-0500 | |
| JONATHAN HEYL |
File details come from the government source that posted it. Updated .