Complete_Signed_Drawings_package.pdf
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- 12-046W-19-R-0003
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updated signed drawings - dated 4/22/2019
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LEGEND: (EXISTING FEATURES)
LEGEND: (PROPOSED FEATURES)
PROPOSED WATERLINE
PROPOSED PRIMARY CONDUCTORS
PROPOSED SECONDARY CONDUCTORS
PROPOSED GFCI OUTLET
PROPOSED LIGHT FIXTURE
PROPOSED LIGHT FIXTURE
PROPOSED OCCUPANCY SENSOR
PROPOSED GROUND ROD
PROPOSED EXHAUST FAN
PROPOSED ELECTRICAL PANEL
PROPOSED SINK
PROPOSED TOILET
PROPOSED HAND RAIL
PROPOSED FLOOR DRAIN
PROPOSED METER BASE
PROPOSED SWITCH
PROPOSED HAND DRYER
ELBOW FITTING
1. ALL SPECIFICATIONS, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ICC CODES AND
INDUSTRY STANDARD PRACTICES, THE LATEST EDITION OF THE APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
2. A COPY OF THE APPROVED PLANS SHALL BE ON SITE DURING CONSTRUCTION.
3. A PRE-CONSTRUCTION MEETING AND PERMITS SHALL BE OBTAINED PRIOR TO ANY WORK ACTIVITY. THE
PRE-CONSTRUCTION MEETING SHALL BE HELD ON THE SITE AND BE ARRANGED BY THE CONTRACTING
OFFICER.
4. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON-SITE STORM WATER
RUNOFF BY USING APPROVED TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL
PROCEDURES AS DETAILED IN THE PLANS, EROSION CONTROL BMP MEASURES DETAILS, AND SPECIFICATIONS.
COMPLIANCE W/ OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY GUIDELINES ALSO REQUIRED.
CONTRACTOR TO SUBMIT EROSION CONTROL PLAN FOR APPROVAL PRIOR TO NOTICE TO PROCEED.
5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL "ONE-CALL" (1-800-332-2344) FOR UTILITY
LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND CABLE TV).
CONTRACTOR SHALL LOCATE UTILITIES WHEREVER THEY CROSS THE PROPOSED WATER OR POWER LINES.
6. LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR’S
RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES OR OTHERWISE
ARRANGE FOR UTILITY LOCATIONS ON GOVERNMENT PROPERTY.
7. NO CONSTRUCTION, EXCAVATION, HAULING OR REMOVAL OF FILL SHALL BE PERMITTED BETWEEN THE HOURS
OF 8:00 P.M. AND 7:00 A.M. WEEKDAYS OR 8:00 P.M. AND 9:00 A.M. ON WEEKENDS WITHOUT PERMISSION FROM
THE FOREST SERVICE.
8. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A
RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL SWEEP ALL AFFECTED PUBLIC ROADS, AS
NECESSARY, OR AS DIRECTED BY THE CONTRACTING OFFICER, TO REMOVE MUD DEPOSITS AS A RESULT OF
CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL PERFORM ALL EROSION CONTROL MEASURES SHOWN ON
PLANS TO CONFORM WITH BEST MANAGEMENT PRACTICES.
9. ALL EXPOSED METAL AND CONCRETE, INCLUDING TRANSFORMER ENCLOSURES, AND CONCRETE PADS, SHALL
BE OF A DARK EARTH TONED COLOR AND NON-REFLECTIVE. COLOR SUBMITTALS TO BE APPROVED BY SCENIC
AREA SPECIALIST PRIOR TO NOTICE TO PROCEED.
10. CONTRACTOR WILL ACCEPT SOLE RESPONSIBILITY AND LIABILITY FOR COMPLIANCE WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS. CONTRACTOR SHALL OBTAIN REQUIRED PERMITS AND PAY ALL FEES
NECESSARY TO FACILITATE CONSTRUCTION.
11. THE USFS SITE IS A HISTORIC FACILITY. CONTRACTOR TO CONSULT WITH CONTRACTING OFFICER PRIOR TO ALL
CONSTRUCTION OPERATIONS AND/OR DEMOLITION OF EXISTING STRUCTURES FOR PRESERVATION
REQUIREMENTS.
1. CONTRACTOR SHALL REMOVE ALL EXISTING WATER SERVICE LINES TO ALLOW FOR NEW WATERLINES. EXISTING WATER LINE
FROM EXISTING DRAINAGE VALVE NEAR I-84 EAST OVERPASS TO EXISTING VALVE BOX AT THE OVERLOOK BUILDING SHALL BE
REMOVED AND DISPOSED. EXISTING WATER LINE FROM 'T' IN OVERLOOK LINE TO THE EXISTING VALVE BOX SUPPLYING THE
WATER FOUNTAINS NEAR THE EAST END OF THE DAY USE AREA WILL BE REMOVED AND DISPOSED. WATERLINE FROM THE
VALVE BOX FOR THE WATER FOUNTAINS TO THE CAMP HOST SITE SHALL BE NEW TRENCHING AND NEW LINE. WATER SERVICE
SHALL NOT BE INITIATED OR TRENCHES BACKFILLED UNTIL THE NEW WATERLINES HAVE BEEN TESTED, DISINFECTED AND
ACCEPTED. SEE SPECIFICATIONS.
2. NEW WATER ALIGNMENT MAY NEED TO BE ADJUSTED IN THE FIELD TO AVOID CONFLICTS WITH EXISTING UTILITIES AND
STRUCTURES. CONTRACTOR TO MAINTAIN A MINIMUM OF 3 FEET CLEARANCE FROM PROPOSED POWER POLES OR PEDESTALS.
3. ALL EXISTING VALVES AND VALVE BOXES TO BE REMOVED BY CONTRACTOR AND RETAINED BY THE FOREST SERVICE. NEW
VALVES AND VALVE BOXES INSTALLED AS SHOWN ON THE DRAWINGS.
4. ASPHALT CEMENT, AND GRASS TO BE REPAIRED AS REQUIRED.
5. PROVIDE NEW 1" DRAIN LINES TO CONNECT TO EXISTING 1" DRAIN LINE AT OVERLOOK VALVE BOX AND 1 1/4" STEEL SLEEVE
INSERT FOR PEX LINE TO SUPPLY OVERLOOK BUILDING.
6. CONTRACTOR REQUIRED TO SUBMIT SHOP DRAWINGS FOR VALVE BOXES FOR APPROVAL PRIOR TO NOTICE TO PROCEED
7. EXISTING VALVE BOXES TO BE REMOVED BY CONTRACTOR AND RETAINED BY THE FOREST SERVICE PER SPECIFICATION 33 12
16.13 VALVE BOXES
8. VALVES AND PIPES SHALL BE LABELED PER SPECIFICATION 22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT.
GENERAL CONSTRUCTION NOTES:
WATER NOTES:
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HD 01
A10
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LEGEND: (CALLOUTS)
SHEET KEY NOTE
LIGHT EMITTING DIODE DEVICE
SURGE SUPPRESSOR DEVICE
PANEL A CIRCUIT 10
DETAIL #
SHEET #
LED
SSP
LB
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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PACIFIC NORTHWEST REGION
EAGLE CREEK
OVERLOOK
RENOVATIONS
COLUMBIA RIVER
GORGE NATIONAL
SCENIC AREA
GENERAL NOTES
2/22/2019
R.SMITH
R.SMITH
M.H
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EXISTING WATER
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EXISTING GUARD RAIL
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EXISTING DRAIN VALVE
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DV
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EXISTING POWER POLE
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PAVED AREAS
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EXISTING PLUMBING DRAIN
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PROJECT NAME
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EXISTING VALVE BOX
FOR WATER SERVICE
TO OVERLOOK BUILDING
REPLACE VALVES
AND VALVE BOX
PROPOSED
100 AMP
FLUSH MOUNT
SERVICE PANEL
25 KVA PAD
MOUNT
FEED TROUGH
TRANSFORMER
SEE PHOTO 12
SHEET 22
2" SCH. 40 PVC
CONDUCTOR BY
PUD
PROPOSED AIR/VACUUM
RELEASE VALVE,
WATER METER
AND 2" X 1 1/2" 'T' TO
DELIVER WATER
TO CAMP HOST SITE
NOTES
1. LAYOUT SHOWN AT SITE DERIVED FROM GOOGLE EARTH IMAGRY.
2. ALL UTILITIES (WATER AND POWER) TO BE INSTALLED BY MEANS OF TRENCHING. TRENCHING WILL OCCUR UNDER
OVERPASSES OF I-84 (EAST AND WEST) AND UNION PACIFIC RAIL ROAD BRIDGE. OVERPASSES AND BRIDGE WILL NOT BE
AFFECTED BY CONSTRUCTION.
3. TRENCHING AND OTHER EXCAVATIONS ARE PLANNED FOR THE ALIGNMENT OF THE EXISTING WATERLINE WHERE FEASIBLE.
NO TREES WILL BE REMOVED.
4. EXISTING WATERLINE TO BE REMOVED ALONG EXISTING ALIGNMENT AND NEW WATERLINE TO BE INSTALLED IN THE SAME
ALIGNMENT.
5. MINIMUM TRENCH DEPTH WILL BE APPROXIMATELY 46 INCHES WHERE WATER AND POWER LINES ARE COLLOCATED. AT
EXISTING VALVE BOXES, EXCAVATION MAY NEED TO BE DEEPENED TO CONNECT WITH EXISTING PIPES. WATER AND POWER
WILL BE COLLOCATED WHERE FEASIBLE WITH MINIMUM SEPARATION AS REQUIRED BY CODE.
6. TRANSFORMERS WILL BE INSTALLED AT GRADE ON PLASTIC PADS, ONE FOR THE OVERLOOK BUILDING AND ONE FOR THE
CAMP HOST SITE. THERE WILL FIVE FOUR FOOT SQUARE "PULL VAULTS" ALONG THE POWER LINE ROUTES. APPROXIMATE
LOCATIONS SHOWN ON PLANS. THE TOPS OF ALL VAULTS WILL BE VISIBLE AFTER CONSTRUCTION. METERS WILL BE
INSTALLED AT THE OVERLOOK BUILDING AND CAMP HOST SITE.
7. A 3000-GALLON CONCRETE SEWAGE HOLDING TANK, APPROXIMATELY 6 FOOT BY 14 FOOT, TO BE INSTALLED AT THE HOST SITE, AS SHOWN, AND PROVIDE HOSE CONNECTION AND ACCESS HOLE W/LID AT THE SURFACE. HOLDING TANK AND ACCESS LID(S)
SHALL BE RATED FOR H20 TRAFFIC LOADING.
8. PUD (CITY OF CASCADE LOCKS ) SUPPLIES AND INSTALLS PRIMARY CONDUCTORS AND SECONDARY CONDUCTORS FROM
TRANSFORMER TO METER BASE, TRANSFORMER PADS AND GROUNDING.
9. PUD TO SUPPLY 15 KVA DISCONNECT ON EXISTING UTILITY POWER POLE.
10. PROTECT ELECTRICAL EQUIPMENT FROM VEHICULAR TRAFFIC WITH 3-4' DIAMETER BOULDERS. BOLDERS NOT TO INTERFERE
WITH CODE CLEARANCES.
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D
END OF EXISTING WATERLINE DEMO.
CONNECT REPLACEMENT
LINE TO EXISTING
WATER LINE
EXISTING POWER POLE
CONNECT TO EXISTING 2"
PVC STUB OUT
SEE PHOTO 4
SHEET 21
CO-LOCATE
WATER AND POWER
LINES IN SAME TRENCH
WHERE FEASIBLE
MAINTAIN MINIMUM 1' VERTICAL
AND HORIZONTAL SEPARATION
EXISTING DRAIN VALVE FOR WATER
LINE (EXISTING VALVE TO REMAIN).
REPLACE WATER LINE FROM VALVE
TO OVERLOOK BUILDING AND
CAMP HOST SITE
SEE PHOTOS 1,2,3 AND 5
SHEET 21
4'X4' WIRE
PULL VAULT
4'X4' WIRE
PULL VAULTS
PROPOSED 100 AMP
METER BASE AND
100 AMP BREAKER
AND POWER PEDESTAL
RV-01
EXISTING ROCK WALL
DO NOT DISTURB
PROPOSED 3000
GALLON HOLDING
TANK
PROPOSED
CAMP HOST
SITE
INSTALL 1 1/2" 'T' TO
CONNECT TO
EXISTING WATER LINE
EXISTING AND PROPOSED
WATER SERVICE ALIGNMENT
AND PROPOSED ELECTRIC
SERVICE ALIGNMENT
2" SCH 40 PVC
CONDUCTOR BY PUD
" HDPE
WATER LINE
PROPOSED
2" HDPE
WATER LINE
PROPOSED
2" HDPE
WATER LINE
PROPOSED
200 AMP
METER BASE
4'X4' WIRE
PULL VAULT
INSTALL 2" 'T' TO
CONNECT TO
WATER HYDRANT
PROPOSED 15 KVA
PAD MOUNT
TRANSFORMER
EXISTING OVERLOOK BUILDING
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PROPOSED
UNDERGROUND
SECONDARY
CONDUCTOR
3" SCH. 40 PVC
3-4/0 AL BY PUD
PROPOSED DOUBLE
CHECK VALVE
BACKFLOW
PREVENTER W/STRAINER
REPAIR DISTURBED
PAVEMENT
REPAIR DISTURBED
PAVEMENT
EAGLE CREEK
NOTES
1. LAYOUT SHOWN AT SITE DERIVED FROM GOOGLE EARTH IMAGRY.
2. ALL UTILITIES (WATER AND POWER) TO BE INSTALLED BY MEANS OF TRENCHING. TRENCHING WILL OCCUR UNDER
OVERPASSES OF I-84 (EAST AND WEST) AND UNION PACIFIC RAIL ROAD BRIDGE. OVERPASSES AND BRIDGE WILL NOT BE
AFFECTED BY CONSTRUCTION.
3. TRENCHING AND OTHER EXCAVATIONS ARE PLANNED FOR THE ALIGNMENT OF THE EXISTING WATERLINE WHERE FEASIBLE.
NO TREES WILL BE REMOVED.
4. EXISTING WATERLINE TO BE REMOVED ALONG EXISTING ALIGNMENT AND NEW WATERLINE TO BE INSTALLED IN THE SAME
ALIGNMENT.
5. MINIMUM TRENCH DEPTH WILL BE APPROXIMATELY 46 INCHES WHERE WATER AND POWER LINES ARE COLLOCATED. AT
EXISTING VALVE BOXES, EXCAVATION MAY NEED TO BE DEEPENED TO CONNECT WITH EXISTING PIPES. WATER AND POWER
WILL BE COLLOCATED WHERE FEASIBLE WITH MINIMUM SEPARATION AS REQUIRED BY CODE.
6. TRANSFORMERS WILL BE INSTALLED AT GRADE ON PLASTIC PADS, ONE FOR THE OVERLOOK BUILDING AND ONE FOR THE
CAMP HOST SITE. THERE WILL FIVE FOUR FOOT SQUARE "PULL VAULTS" ALONG THE POWER LINE ROUTES. APPROXIMATE
LOCATIONS SHOWN ON PLANS. THE TOPS OF ALL VAULTS WILL BE VISIBLE AFTER CONSTRUCTION. METERS WILL BE
INSTALLED AT THE OVERLOOK BUILDING AND CAMP HOST SITE.
7. A 3000-GALLON CONCRETE SEWAGE HOLDING TANK, APPROXIMATELY 6 FOOT BY 14 FOOT, TO BE INSTALLED AT THE HOST SITE, AS SHOWN, AND PROVIDE HOSE CONNECTION AND ACCESS HOLE W/LID AT THE SURFACE. HOLDING TANK AND ACCESS LID(S)
SHALL BE RATED FOR H20 TRAFFIC LOADING.
8. PUD (CITY OF CASCADE LOCKS ) SUPPLIES AND INSTALLS PRIMARY CONDUCTORS AND SECONDARY CONDUCTORS FROM
TRANSFORMER TO METER BASE, TRANSFORMER PADS AND GROUNDING.
9. PUD TO SUPPLY 15 KVA DISCONNECT ON EXISTING UTILITY POWER POLE.
10. PROTECT ELECTRICAL EQUIPMENT FROM VEHICULAR TRAFFIC WITH 3-4' DIAMETER BOULDERS. BOLDERS NOT TO INTERFERE
WITH CODE CLEARANCES.
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 2/1
9 1 3:
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PACIFIC NORTHWEST REGION
EAGLE CREEK
OVERLOOK
RENOVATIONS
COLUMBIA RIVER
GORGE NATIONAL
SCENIC AREA
SITE PLAN
2/22/2019
R.SMITH
R.SMITH
M.H.
23 3
Feet
0 70 140
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U E
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EXISTING VALVE BOX
FOR WATER SERVICE
TO OVERLOOK BUILDING
REPLACE VALVES
AND VALVE BOX
PROPOSED
100 AMP
FLUSH MOUNT
SERVICE PANEL
25 KVA PAD
MOUNT
FEED TROUGH
TRANSFORMER
SEE PHOTO 12
SHEET 22
2" SCH. 40 PVC
CONDUCTOR BY
PUD
PROPOSED AIR/VACUUM
RELEASE VALVE,
WATER METER
AND 2" X 1 1/2" 'T' TO
DELIVER WATER
TO CAMP HOST SITE
SITE PLAN OVERLOOK BUILDING
3" SCH. 40 PVC
3 - 4/0 AL
CONDUCTOR BY PUD
" HDPE
WATER LINE
PROPOSED
2" HDPE
WATER LINE
PROPOSED
2" HDPE
WATER LINE
PROPOSED
200 AMP
METER BASE
U
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PROPOSED DOUBLE
CHECK VALVE
BACKFLOW
PREVENTER W/STRAINER
REPAIR DISTURBED
PAVEMENT
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PROPOSED
3,000 GALLON
HOLDING TANK
PROPOSED
RV SEWER HOOKUP
PROPOSED
VALVE BOX PROPOSED
" GALV.
SUPPLY LINE FOR
RV FAUCET. AND RV
WATER SERVICE.
PROPOSED 100 AMP
POWER PEDESTAL FOR
CAMP HOST
M
I N
PROPOSED TRANSFORMER
FOR POWER SERVICE
TRANSFORMER AND
TRANSFORMER PAD BY PUD
PROPOSED
RV SEWER
HOLDING
TANK VENT
PROPOSED SECONDARY POWER FEED
1 1/2" SCH 40 PVC 3, - XLP-USE-2
CONDUCTOR BY CONTRACTOR
PROPOSED PRIMARY
POWER FEED
2" SCH 40 PVC
CONDUCTOR BY PUD
CAMP HOST SITE
M
I N
2-10' GROUND RODS
20' #2 CU
GROUND IN TRENCH
PROPOSED
1 1/2" HDPE
SUPPLY
LINE FOR
RV FAUCET
RV 01
NOTE:
EXISTING PAVED AREA FOR CAMP HOST SITE TO BE
DISTURBED AS LITTLE AS POSSIBLE. DISTURB AS REQUIRED
FOR INSTALLATION OF HOLDING TANK AND RV HOOKUP AND
PIPING FOR HOLDING TANK. REPAIR PAVEMENT AFTER
BACKFILLING.
NO PAINT OR OTHER DELINIATION FOR CAMP HOST SITE
REQUIRED.
TO 200A METER BASE ON
OVERLOOK BUILDING.
3" SCH 40 PVC
CONDUCTORS BY PUD.
TO TRANSFORMER PAD AT CAMP
HOST SITE.
2" SCH 40 PVC
PRIMARY CONDUCTORS BY PUD
8KV PRIMARY POWER
SERVICE FROM EXISTING
UTILITY POLE
2" SCH 40 PVC
PRIMARY CONDUCTORS BY
PUD
COORDINATE CONDUITS AND PAD
WITH PUD
3" SCH 40 PVC
TO OVERLOOK BUILDING
CONDUCTOR BY PUD
TRANSFORMER PAD
AND GROUNDING
BY PUD
12" COMPACTED
BASE ROCK
8KV PRIMARY POWER SERVICE
FROM EXISTING UTILITY POLE
2" SCH 40 PVC
CONDUCTORS BY PUD
TO TRANSFORMER PAD AT
CAMP HOST SITE.
2" SCH 40 PVC
CONDUCTORS BY PUD
TRANSFORMER PAD DETAIL
FOR OVERLOOK BUILDING
NO SCALE
R
SECTION
PLAN
NOTES:
1. PRIMARY POWER CONDUCTORS ARE TO BE INSTALLED IN 2"
SCHEDULE 40 PVC CONDUIT. 90° ELBOWS ARE TO HAVE 3' RADIUS.
2. SECONDARY POWER CONDUCTORS ARE TO BE INSTALLED IN 3"
SCHEDULE 40 PVC CONDUIT.
3. RV TRANSFORMER TO PEDESTAL 1-1/2" SCH. 40 PVC.
PUD POWER POLE DETAIL
NO SCALE
EXISTING PUD
POWER POLE
EXISTING 2"
SCH. 40 PVC
STUBOUT
NOTE:
PUD TO SUPPLY 8 KV
DISCONNECT AT EXISTING
UTILITY POLE.
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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7.2
9.D W
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PACIFIC NORTHWEST REGION
EAGLE CREEK
OVERLOOK
RENOVATIONS
COLUMBIA RIVER
GORGE NATIONAL
SCENIC AREA
OVERLOOK BUILDING
CAMP HOST
SITE PLANS
2/22/2019
R.SMITH
R.SMITH
M.H.
23 4Feet
0 30 60
Feet
0 10 20
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56'-4"
SHEET KEY NOTES
REPLACE ARCHITECTURAL ELEMENTS.
SEE SHEET 20.
REPLACE LIGHTS AND BRANCH CIRCUIT
WIRING. SEE SHEETS 11 AND 12
REMODEL RESTROOMS. SEE SHEETS 6
THROUGH 10
PAINT INTERIOR SPACE OF MAIN ROOM.
SEE SHEET 5 AND BID OPTION 2.
REFINISH FLOORING. SEE BID OPTION
3.
REPLACE ROOF. SEE SHEETS 19 AND
20 AND BID OPTION 1.
PAINT BUILDING EXTERIOR. SEE BID
OPTION 4.
2 2
EAGLE CREEK OVERLOOK
EXISTING PLAN VIEW
NOTES
WORK WILL INCLUDE
1. ARCHITECTURAL ELEMENTS INCLUDE DECORATIVE (NON-STRUCTURAL) WOODEN END CAPS ON
BEAMS AT EAST AND WEST END OF PORCH AND PURLIN ENDS IN MAIN ROOM.
2. ELECTRICAL WORK WILL IN BUILDING WILL INCLUDE NEW PANEL, SURGE PROTECTOR, LIGHTING, BRANCH CIRCUIT WIRING, OUTLETS, OCCUPANCY SENSORS HAND DRYERS AND EXHAUST FANS.
3. SELECTIVE DEMOLITION FOR RESTROOMS. REMOVE ALL EXISTING EXISTING PLUMBING
FIXTURES. REMOVE INTERIOR WALL AND CEILING COVERINGS (WOOD PANELING, GYPSUM
BOARD, WOOD TRIM, ETC.) DOWN TO WOOD FRAMING. REMOVE EXISTING INTERIOR PARTITION
WALLS BETWEEN RESTROOMS AND STORAGE ROOM IN MENS RESTROOM. REMOVE EXISTING
PARTITIONS FOR RESTROOM STALLS, SALVAGE HISTORIC DOOR LOCKS FROM STALL DOORS IN
WOMEN'S RESTROOM. DEMOLISH EXISTING RESTROOM FLOORS, SUPPLY, DRAINAGE AND VENT
PLUMBING. DISPOSE OF ALL MATERIAL OFF-SITE IN ACCORDANCE WITH LOCAL, STATE AND
FEDERAL REGULATIONS.
4. REMODEL WORK FOR RESTROOMS WILL INCLUDE:
4.1. NEW SUPPLY, DRAINAGE AND VENTING PLUMBING
4.2. NEW CONCRETE FLOOR
4.3. NEW PARTITION WALLS
4.4. NEW HOLLOW CORE STEEL DOORS (2 DOORS)
4.5. NEW WALL AND CEILING COVERINGS
4.6. NEW PLUMBING FIXTURES
4.7. NEW LIGHTING FIXTURES, HAND DRYERS, OUTLETS, NEW PANEL, SPD, METER AND
EXHAUST FANS (SEE NOTE 2)
4.8. NEW PARTITIONS FOR RESTROOM STALLS
4.9. NEW RESTROOM ACCESSORIES
4.10. NEW PAINT
5. ROOFING WORK WILL INCLUDE: REMOVAL OF EXISTING SHINGLES, SHEATHING, UNDERLAYMENT
AND FLASHING, AND INSTALLATION OF NEW SHEATHING, UNDERLAYMENT, FLASHING AND
ROOFING SHINGLES.
PORCH
MAIN ROOM
WOMENS RESTROOM
MENS RESTROOM
PHOTO 15
PHOTO 15
PHOTO 19, 20 AND 28
PHOTO 16, 17, AND 18
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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PACIFIC NORTHWEST
EAGLE CREEK
OVERLOOK
COLUMBIA RIVER
GORGE NATIONAL
SCENIC AREA
OVERLOOK BUILDING
PLAN VIEW
12/20/2018
R.SMITH
R.SMITH
M.H.
EAST ELEVATION
Feet
0 10 20
NO SCALE
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
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AutoCAD SHX Text S
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EXISTING RESTROOM LAYOUT
ABA COMPLIANT STALLS
HAND DRYER
SINKS
OFFSET PARTIONS TO
AVOID INTERFERENCE
WITH WINDOWS, IN
BOTH MENS AND
WOMENS
RESTROOMS
PROPOSED RESTROOM LAYOUT
HAND DRYER
SHEET KEY NOTES
REMOVE EXISTING PARTITIONS AND PLUMBING
FIXTURES FOR DISPOSAL.
REMOVE EXISTING WALL AND CEILING COVERINGS
DOWN TO WOOD FRAMING FOR DISPOSAL.
REMOVE INTERIOR PARTITION WALLS.
REMOVE EXISTING FLOOR DRAINS, AND DEMOLISH
EXISTING CONCRETE SLAB FLOOR. SAWCUT EXISTING
SLAB 6" FROM EXTERIOR LOAD BEARING WALL TO
PRESERVE FOOTER INTEGRITY. SEE DETAILS 5 AND 6
SHEET 8
REMOVE EXISTING SUPPLY, DRAINAGE, AND VENT
PLUMBING
SELECTIVE DEMOLITION PLAN
2 3
2 3
5' - 0"
8'-2"
WOMENS RESTROOM
8'-2"
5'-0"
4'-6"
MENS RESTROOM
PROPOSED RESTROOM DIMENSIONS
NOTE:
DIMENSIONS WERE TAKEN FROM HISTORIC DRAWINGS AND NEED TO BE FIELD VERIFIED. DIMENSIONS OF SINKS AND HAND DRYERS WILL
DEPEND ON ACCEPTED SUBMITTALS FOR THOSE FIXTURES. CONTRACTOR TO SUMBIT SHOP DRAWINGS OF PROPOSED FIXTURES.
PROPOSED DIMENSIONS TAKEN FROM UNITED STATES ACCESS BOARD WEBSITE TO SIZE TO CURRENT ACCESSIBILITY STANDARDS.
AT HTTPS://WWW.ACCESS-BOARD.GOV.
MINIMUM DIMENSIONS AT SINKS REPRESENT CLEAR SPACE FOR ABA ACCESSIBILITY REQUIREMENTS.
M I N
M I N
M I N
M I N
UTILITY
CHASE
32"
HD-01
HD-01
NO SCALE
INTERIOR PARTITION WALL(S)
2x6 WOOD STUDS AT 16" O.C.
5/8" MOISTURE RESISTANT
GYPSUM BOARD EACH SIDE
SILL PLATE
16" MIN
UTILITY CHASE
PROPOSED PARTITION WALL LAYOUT
AND NEW DOOR LOCATIONS
MENS
ROOM
WOMENS
ROOM
NEW
DOORS
WD-01
NEW
ELECTRICAL
ROOM
NEW
PARTITION
WALLS
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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.12 .17
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PACIFIC NORTHWEST
EAGLE CREEK
OVERLOOK
RENOVATIONS AND
SITE IMPROVEMENTS
COLUMBIA RIVER
GORGE NATIONAL
SCENIC AREA
OVERLOOK BUILDING
RESTROOM REMODEL
12/20/2018
R.SMITH
R.SMITH
M.H.
23 6
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
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OPENING WIDTH
TRIM
STUDS
CRIPPLE
STUDS
CRIPPLE STUDS
(1) 2x6 DF #2
KING STUDS
(1) 2x6 DF #2
CONCRETE SLAB FLOOR
TYPICAL HEADER CONSTRUCTION
(2) 16D FACE NAILS @ 16" OC - TYP
(3) @ BUILT UP STUDS @ OPENING
16d NAILS TO HEADER - TYP
EA SIDE
FILLER STUDS AS
REQUIRED
DOUBLE TOP PLATE
HEADER
NO SCALE
PLYWOOD ROOF
SHEATHING
EDGE NAILING
EXISTING WALL AND
SIDING
DBL TOP PL
EXISTING TRUSSES
NO SCALE
CEILING TO WALL CONNTECTION
2X6 STUD WALL
WALL ASSEMBLY
HOLLOW METAL
JAMB - PAINT
MOISTURE RESISTANT
GYPSUM BOARD
HEADER, SEE STRUCTURAL
SEALANT, EACH SIDE
HOLLOW METAL FRAME
FOR HOLLOW CORE
STEEL DOOR
DOOR JAM LOCATION
INTERIOR H.M. HEAD/JAMB
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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.12 .17
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PACIFIC NORTHWEST
EAGLE CREEK
OVERLOOK
RENOVATIONS AND
SITE IMPROVEMENTS
COLUMBIA RIVER
GORGE NATIONAL
SCENIC AREA
RESTROOM REMODEL
STRUCTURAL
DETAILS
12/20/2018
R.SMITH
R.SMITH
M.H.
23 7
FINISH SCHEDULE: PAINT
FINISH SCHEDULE
ITEM MANUFACTURER COLOR FINISH
BUILDING EXTERIOR
EXTERIOR PANELS SHERWIN WILLIAMS PORTOBELLO (SW6102) SATIN W/(MOLD/MILDEWCIDE)
EXTERIOR TRIM/PULINS/BEAM END CAPS SHERWIN WILLIAMS TURKISH COFFEE (SW6076) SATIN W/(MOLD/MILDEWCIDE)
MAIN ROOM
CEDAR BOARD AND BATTEN SIDING SHERWIN WILLIAMS PORTOBELLO (SW6102) SATIN W/(MOLD/MILDEWCIDE)
TRIM, COLUMNS AND TRUSSES SHERWIN WILLIAMS TURKISH COFFEE (SW6076) SATIN W/(MOLD/MILDEWCIDE)
RESTROOM INTERIOR
GYPSUM BOARD ANY N/A MOLD/MOISTURE RESISTANT
WALLS AND CEILING SHERWIN WILLIAMS EIDER WHITE (SW7014) SATIN W/(MOLD/MILDEWCIDE)
AutoCAD SHX Text
XREF
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PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
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AutoCAD SHX Text I
AutoCAD SHX Text C
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AutoCAD SHX Text E
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AutoCAD SHX Text A
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NOTE:
EXISTING PLUMBING DEPICTED
AS A SCHEMATIC, AND DO NOT
REPRESENT EXACT
LOCATIONS OF PLUMBING.
EXISTING RESTROOM WATER SUPPLY
NOTE:
EXISTING DRAINAGE PLUMBING
DEPICTED AS A SCHEMATIC, AND DO
NOT REPRESENT EXACT LOCATIONS
OF PLUMBING.
TO EXISTING
SEPTIC TANK
AND
LEACH FIELD
EXISTING RESTROOM DRAINAGE PLUMBING 2
NOTE:
REMOVE ALL EXISTING DRAINAGE PLUMBING
AND REPLACE WITH 2" DRAINS FOR SINKS, 3"
DRAINS FOR FLOOR DRAINS AND 4" DRAINS
FOR TOILETS.
DRAINS TO BE INSTALLED TO NEWER DRAIN
PIPE IN UTILITY CHASE.
PROPOSED DRAINAGE PLUMBING DEPICTED
AS A SCHEMATIC, ACTUAL PLUMBING LAYOUT
WILL BE SUBMITTED AS SHOP DRAWING BY
CONTRACTOR FOR APPROVAL BY C.O. PRIOR
TO INSTALLATION.
TO EXISTING
SEPTIC TANK
AND
LEACH FIELD
PROPOSED RESTROOM DRAINAGE PLUMBING
NOTE:
REMOVE ALL EXISTING WATER SUPPLY
PLUMBING AND REPLACE WITH 1 1/4" COPPER
TUBING FROM VALVE BOX TO BUILDING
INTERIOR, IN BUILDING INTERIOR USE 1
"PEX
TUBING.
NEW PIPING TO BE INSTALLED FROM NEW
VALVES AND VALVE BOX AS SHOWN ON DETAIL
1 SHEET_.
PROPOSED WATER SUPPLY PLUMBING
DEPICTED AS A SCHEMATIC, ACTUAL PLUMBING
LAYOUT WILL BE SUBMITTED AS SHOP
DRAWING BY CONTRACTOR FOR APPROVAL BY
C.O. PRIOR TO INSTALLATION.
PROPOSED
VALVE BOX
PROPOSED RESTROOM WATER SUPPLY
1/2" HB
1/2" HB
C O
M P
A C
T E
D
B A
S E
SLAB CONSTRUCTION DETAIL
C
O V
E R
C
O V
E R
#4 BARS @ 12" O.C.
BOTH WAYS
SLAB ISOLATION JOINT
PREFORMED
JOINT FILLER
3"
3"
3x6 PT SILL PL, ANCHOR BOLT
(SILL PL IN CONTACT W/
CONCRETE TO BE PT)
ANCHOR BOLTS SHALL BE
" MIN DIA, EMBEDDED 7" MIN
INTO CONCRET, AND 6' O.C.
2x6 STUDS @ 16" OC
SLAB ON GRADE
#4 BAR AT 6" O.C.
AT FOOTER
NO SCALE
12"
6" COMACTED
BASE UNDER
NEW CONCRETE
RESTROOM REMODEL SLAB/WALL DETAIL
12"
6" COMACTED
BASE UNDER
NEW CONCRETE
SAWCUT EXISTING SLAB
TO PRESERVE FOOTER ON
EXTERIOR LOAD BEARING
RESTROOM WALL
INSTALL ISOLATION
JOINT BETWEEN EXISTING
FOOTER AND NEW SLAB
MOISTURE/MOLD RESISTANT
GYPSUM
" THICK
BOARD AND PAINT
16" MIN
UTILITY CHASE
MENS ROOM
WOMENS ROOM
3" COVER 3" COVER
3x6 PT SILL PL, ANCHOR BOLT
(SILL PL IN CONTACT W/
CONCRETE TO BE PT)
ANCHOR BOLTS SHALL BE
" MIN DIA, EMBEDDED 7" MIN
INTO CONCRET, AND 6' O.C.
MOISTURE/MOLD RESISTANT
GYPSUM
" THICK
BOARD AND PAINT
SAWCUT EXISTING SLAB
TO PRESERVE FOOTER ON
EXTERIOR LOAD BEARING
RESTROOM WALL
INSTALL ISOLATION
JOINT BETWEEN EXISTING
FOOTER AND NEW SLAB
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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.12 .17
.20
.D W
G
(R06)
PACIFIC NORTHWEST
EAGLE CREEK
OVERLOOK
RENOVATIONS AND
SITE IMPROVEMENTS
COLUMBIA RIVER
GORGE NATIONAL
SCENIC AREA
RESTROOM REMODEL
PLUMBING
12/20/2018
R.SMITH
R.SMITH
M.H.
23 8
6" 6"
NOTE:
CONCRETE SLAB DETAILS ARE FOR NEW FLOORS IN THE
RESTROOMS AND FOR CONCRETE PAD FOR POWER PEDESTAL
AT CAMP HOST SITE.
NOTE:
DRYWALL SCREW SPACING AS FOLLOWS:
WALLS-16" O.C. FIELD AND 8" O.C. EDGE
CEILINGS-12" O.C. FIELD AND 8" O.C. EDGE
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11" MIN
ACCESSIBLE TOILET & GRAB BARS
TOE
CLR.
KNEE
CLR.
MAX
GRAB
BARS
M
I N
6" MAX
17" MIN
25" MAX
KNEE
SPACE
8"
MAX
25" MAX
M
I N
M
A X
T O
P
O
F
R I M
M
I N
M
A X
12" MAX
54" MIN
42"
M
I N
M
A X
16" - 18"
12" MIN
GRAB
BARS
36"
M
I N
M
A X
T O
P
O
F
S
E A
T
ACCESSIBLE FIXTURE DIMENSIONS 1
NO SCALE
M I N
24" MIN
42" MAX
JR 01
NOTE:
ADD BLOCKING TO WALL FOR
MOUNTING SINK PER
MANUFACTURERS
INSTRUCTIONS.
5'3'2'-6" 2'-6"
11"
M
A X
H A
N D
Y
E R
3'-4"4"
MENS RESTROOM ELEVATION
NO SCALE
5' 3' 3' 2'-6" 2'-6" 1'-6"
M
A X
H A
Y
E R
WOMENS RESTROOM ELEVATION
NO SCALE
TOILET TISSUE
DISPENSER DETAIL
NO SCALE
5/8" GWB
NO SCALE
STEEL HANDRAIL GB-01
OUTSIDE DIA 1
WOOD BLOCKING AS
REQUIRED
HAND RAIL AT WALL
ATTACH AS RECOMMENDED BY
MANUFACTURER. SPECIAL ANCHORS
REQUIRED TO ATTACH TO RESTROOM
PARTITIONS, SEE SPECIFICATION
10 28 00 WASHROOM ACCESSORIES
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 2/1
9 1 3:
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.12 .17
.20
.D W
G;
(R06)
PACIFIC NORTHWEST
EAGLE CREEK
OVERLOOK
RENOVATIONS AND
SITE IMPROVEMENTS
COLUMBIA RIVER
GORGE NATIONAL
SCENIC AREA
OVERLOOK BUILDING
PLUMBING
12/20/2018
R.SMITH
R.SMITH
M.H.
23 9
TYPICAL EXISTING DOOR LOCKS
NOTE:
PARTITION LOCKS WILL BE SUPPLIED BY THE FOREST SERVICE.
NO SCALE
TYPICAL HOSE BIB FOR RESTROOMS
WITH LOCKING COVER
NO SCALE
TYPICAL PARTITION FOR RESTROOMS
(FLOOR TO CEILING) MOUNT
NO SCALE
AutoCAD SHX Text
FLUSH CONTROL ON OPEN SIDE OF WATER CLOSET, TYP.
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
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KEEP ROOF PENETRATION FOR
VENT PLUMBING IN EXISTING LOCATION
COMBINE PLUMBING VENTILATION FOR
ALL TOILETS AND SINKS INTO SINGLE
VENT PIPE FOR EACH RESTROOM.
PLUMBING VENTILATION DETAIL
NOTE:
CONTRACTOR TO SUBMIT SHOP DRAWING FOR VENTILATION
PLUMBING TO C.O. FOR APPROVAL PRIOR TO INSTALLATION.
NO SCALE
U P
P E
R
P
O R
T I O
N
O
F
E X
I S
T I N
G
V
E N
T
P
I P
E
M
A I N
INSTALL NEW SEPARATE VENT
FOR MENS ROOM. MATCH SIZE
AND MATERIALS OF EXISTING VENT PIPE
EXHAUST FAN
OUTLET
FLOOR
FLOOR
MENS
WOMENS
FD
WC
LAV
6"
WASTE AND VENT PIPING RISER DIAGRAM
NO SCALE
WC
WC
WC WC
FD
LAV LAV LAV
3"
6"
(E) 6" WASTE IN UTILITY CHASE
4" VTR
COCO
2" 2"2" 3"
PROPOSED FLOOR DRAIN LAYOUT
SLOPE FLOOR
TO DRAIN
MAX SLOPE 1%
SLOPE FLOOR
TO DRAIN
MAX SLOPE 1%
FLOOR
DRAINS
FLOOR DRAIN DETAIL
NO SCALE
3" ABS OR PVC
SCHEDULE 40 PIPE
SOLVENT WELD
JOINTS
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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OK
.12 .17
.20
.D W
G
(R06)
PACIFIC NORTHWEST
EAGLE CREEK
OVERLOOK
RENOVATIONS AND
SITE IMPROVEMENTS
COLUMBIA RIVER
GORGE NATIONAL
SCENIC AREA
RESTROOM REMODEL
VENTING DETAILS
12/20/2018
R.SMITH
R.SMITH
M.H.
TYPICAL EXHAUST FAN INSTALLATION
NOTE:
EXHAUST FANS WILL BE INSTALLED IN BOTH MENS AND WOMENS
RESTROOMS. EXHAUST FANS WILL HAVE A MINIMUM CAPACITY OF
150 CFM, AND WILL BE EXHAUSTED THROUGH THE SOUTH
EXTERIOR RESTROOM WALLS.
NO SCALE
NOT USED
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S
EXISTING WIRING DIAGRAM
NOTE:
EXISTING WIRING DIAGRAM IS
SHOWN AS A SCHEMATIC, ACTUAL
LOCATION OF EXISTING BRANCH
CIRCUIT WIRING UNKNOWN.
REMOVE AND DISPOSE OF EXISTING
WIRING, BOXES AND FIXTURES.
S
M
OS
OS
OS
OS
A1
A3
A5
A7
A9
A2
A4
HD 01
200 AMP METER BASE
HD 01
A10,12
A5
LED 01
LED 01
ENLARGED
ELECTRICAL
ROOM
SHEET KEY NOTES #
1. ALL OCCUPANCY SENSORS GO THROUGH ON/OFF
AND BYPASS SWITCHES BY PANEL A
2. ALL RECEPTACLES ARE 20 A GFCI
3. PROVIDE FS CAST BOXES FOR LIGHT FIXTURES
4. LED 02, LED 03 PROVIDE 3500°k, 1600 LUMEN LED
LAMPS
5. ALL INTERNAL BULDING WIRING IS IN STEEL EMT
CONDUIT AND STEEL BOXES, CONCEALED.
6. MOUNT MOTION DETECTORS AT CEILINGS
NOTE:
NEW POWER SERVICE TO COME INTO THE BUILDING ON THE
SOUTH SIDE. METER WILL BE ATTACHED TO THE BUILDING
EXTERIOR AND POWER SUPPLY WILL BE ROUTED INTO THE
ATTIC THROUGH EXISTING VENTS IN THE EXTERIOR WALL.
PANEL, BREAKERS, BRANCH CIRCUIT WIRING, AND CONDUIT
ALL TO BE NEW INSTALLATION. CONDUIT WILL BE ROUTED
TO REDUCE VISIBILITY, AND WILL BE PAINTED TO MATCH
ADJACENT BUILDING ELEMENTS.
RESTROOM ENTRY LIGHTING
TO BE ACTIVATED BY OCCUPANT
SENSORY SWITCH
MAIN ROOM LIGHTING
TO BE ACTIVATED BY OCCUPANT
SENSORY SWITCH
PORCH LIGHTING
TO BE ACTIVATED BY OCCUPANT
SENSORY SWITCH
LED 02 LED 02
LED 02
LED 02
LED 02
LED 01
LED 01
LED 01
GROUNDING WIRE
#2 CU
LED 01
3 4 3 4 3 4
LED 03 LED 03 LED 03
LED 01
LED 01
ENLARGED
PLAN VIEW
EF 01EF 01
3" SCH 40 PVC
TO TRANSFORMER
NEW ELECTRICAL PLAN
PANEL A
A6
EXPOSED CONDUIT
IN THESE ROOMS.
25 KVA
200A METER BASE
GRADE
42" X 42" PAD AND
TRANSFORMER
AND GROUNDING BY PUD
WIRING DIAGRAM
FOR OVERLOOK BUILDING
8KV PRIMARY POWER SERVICE
FROM EXISTING UTILITY POLE.
2" SCH 40 PVC BY CONCTRACTOR
CONDUCTORS BY PUD
M
3" SCH 40 PVC BY CONTRACTOR
3-4/0 AL BY PUD
SOUTH WALL
OVERLOOK BUILDING
1-1/2" IMC
1-1/2" EMT IN ATTIC
3-#3 THWN
PANEL A
100 AMP
30 CKT
PANEL
6'
#2CU
3" - 2" REDUCER
G
R O
U N
D
R
O D
S
20' #2 CU
IN TRENCH
LB
12"
COMPACTED
BASE
2" SCH 40 PVC BY CONCTRACTOR
CONDUCTORS BY PUD
TO RV TRANSFORMER
200A METER BASE
M
3" SCH 40 PVC BY CONTRACTOR
3-4/0 AL BY PUD
1-1/2" IMC
3-#3 THWN
LB
3" TO 2" REDUCER
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 2/1
9 1 3:
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OB
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.12 .17
.20
.D W
G;
(R06)
PACIFIC NORTHWEST
EAGLE CREEK
OVERLOOK
RENOVATIONS AND
SITE IMPROVEMENTS
COLUMBIA RIVER
GORGE NATIONAL
SCENIC AREA
OVERLOOK BUILDING
ELECTRICAL PLANS
12/20/2018
R.SMITH
R.SMITH
M.H.
Feet
0 10 20
SOUTH ELEVATION
NO SCALE
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
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AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
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BYPASS SWITCH
NEXT TO PANEL A
MAIN ON/OFF
BLACK
WHITE
RED
MOTION
DETECTING
SENSOR
LIGHT(S)
GROUND
MOTION/LIGHT LEVEL SENSOR
WIRING DETAIL
NEXT TO PANEL A
NEUTRAL
HOT
4 OCCUPANCY SENSORS
REQUIRED AT MENS, WOMENS,
OUTSIDE AND INSIDE LIGHTS
NOTES:
1. SET OCCUPANCY SENSORS FOR MAXIMUM ON TIME
2. PROVIDE SEPARATE ON/OFF SWITCH AND BYPASS SWITCH FOR EACH
OCCUPANCY SENSOR(4)
3. LED SURFACE MOUNT TO OVERHANG
4. MOUNT OCCUANCY SENSOR AT CEILINGS
PROPOSED ELECTRICAL
ROOM DIAGRAM
S S S S
S S S S
LED 01
GFCI
+24"
LIGHT ON/OFF
LIGHT BYPASS
FOR MOTION DECTOR
A5
NEW 100A
30 CKT
PANEL A
NOTE:
DOOR SWINGS NOT SHOWN
FOR CLARITY
S
A1 A2 A7 A9A1
TO OCCUPANCY SENSORS (4)
4'
NO SCALE
SPD
MOVE HISTORIC VENT COVER
FOR PANEL A INSTALLATION
SEE PHOTO 24, SHEET 23
3 #3 THWN, 1-1/2" EMT
CONDUIT TO ATTIC
S
PROPOSED WIRING DIAGRAM
M
OS
OS
A1
A3
A5
A2
A4
A6,8
G
R O
U N
D
R
O D
S
C
U
I
E
N C
H
C
O V
M
N
NOTE:
2 GROUND RODS AND #2 CU GROUND
WIRE TO BE INSTALLED IN TRENCH
FOR SECONDARY CONDUCTORS ON
SOUTH SIDE OF OVERLOOK BUILDING
LED 02
HD 01
200 AMP METER BASE
HD 01
A10,12
A5
LED 02
LED 01
LED 01
LED 01
PANEL A
RESTROOM ENTRY
LIGHTING
TO BE ACTIVATED
BY OCCUPANT
SENSORY SWITCH
TYP. 4 PLACES
LED 01
LED 01
GROUNDING WIRE
#2 CU
CEILING
MOUNT
CEILING
MOUNT
CEILING MOUNT
PROVIDE LOCKED ENCLOSURE
WITH PADLOCK HASP
PHOTO 32, SHEET 23
SPD
LED 01
LED 01
LED 01
EF 01 EF 01
OUTLET THROUGH
SOUTH WALL
OUTLET THROUGH
SOUTH WALL
+36"
+36"
3" SCH 40 PVC
TO TRANSFORMER
LED 01
LED 01
A6
LED 01
ROUTE IN
ATTIC
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 2/1
9 1 3:
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OB
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TA
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IT
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C:
\U
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A2
8\D
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ON
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OV
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OK
\C
AD
D
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W
IN
GS
\E C.
OV
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LO
OK
.12 .17
.20
.D W
G;
(R06)
PACIFIC NORTHWEST
EAGLE CREEK
OVERLOOK
RENOVATIONS AND
SITE IMPROVEMENTS
COLUMBIA RIVER
GORGE NATIONAL
SCENIC AREA
OVERLOOK BUILDING
ELECTRICAL PLANS
12/20/2018
R.SMITH
R.SMITH
M.H.
Feet
0 5 10
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
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AutoCAD SHX Text I
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RECREATION VEHICLE
CLEANOUT & VENT
NO SCALE
SEWER HOOKUP
RECREATON VEHICLE
NO SCALE
A
A
PLAN
COVER SECTION A-A
FRAME SECTION
LOCKING M.H. FRAME
AND COVER
NO SCALE
SECTION
WATERTIGHT M.H.
FRAME AND COVER
NO SCALE
BRONZE PENTAGON
CAP SCREW
RUBBER
GASKET
20" MIN
24" MIN
6"X6"X14' PRESSURE
TREATED WOOD POST
2" GALV STEEL VENT
STRAPS SPACED
4'-0" OC
24" SQUARE
CONCRETE PAD
4"-45° ELBOW
CLEANOUT PLUG
(THREADED)
4" ABS OR PVC
SCHEDULE 40 PIPE
SOLVENT WELD JOINTS
4" WYE
M
I N
M
A X
22" DIA
24" DIA
2'-0" SQ.
2"
M
I N
4" ABS OR PVC
SCHEDULE 40 PIPE
SOLVENT WELD
JOINTS
BRASS SASH CHAIN
NO. 65 W/BRONZE
SHOULDER PATTERN
EYE BOLT WITH
WASHER EACH END
4" THREADED PLUG
4" CLEANOUT ADAPTER
CONCRETE BASE
PLAN
WITH SUMP
POST HYDRANT
2/28/2019
NO SCALE
UNION
MIN 30" DIA PREFORATED
CONCRETE PIPE
5' - 0"
GALV. PIPE
UNION
1-1/8" DIA HOLE
1" CHAMFER
" FAUCET FOR
RV WATER HOOKUP
WITH VACUM BREAK
BACKFLOW PREVENTER
" GALVE PIPE
DRAIN ROCK
4"x4"x6'-0" POST
GALV. STRAPS
NAIL TO POST
W/GALV. NAILS
P I P
E
C O
V E
R
D E
P T
H
CAMP HOST SITE
POWER PEDESTAL DETAIL: RV 01
NO SCALE
METER
100 A
100A PEDESTAL
AND METER BASE
1-1/2"" SCH 40 PVC BY CONTRACTOR
3 #3 CU, XLP-USE-2 BY CONTRACTOR
6'X6'X6" CONCRETE PAD
W/ #4 REBAR 2 12" O.C.
RV 01 PEDESTAL
FOR CAMP HOST SITE
NO SCALE
#2 CU TO
GROUND RODS
AND GROUNDING
300 MCM LUGS
50A, 30A, 20A GFCI
BREAKERS AND OUTLETS
BOLT PEDESTAL TO PAD
WITH STAINLESS STEEL
BOLTS/ANCHORS
M
SECONDARY POWER SERVICE FROM
PROPOSED TRANSFORMER AT
CAMP HOST SITE.
1 1/2" SCH 40 PVC
CONDUCTORS BY PUD
12" COMPACTED
BASE ROCK
CONRETE
PAD
PEDESTAL
RV-01
G
R O
U N
D
R
O D
S
C
U
E
N C
H
#2 CU
NOTE:
CONCRETE TO BE COLORED BY
PIGMENT PER SPECIFICATION
33 35 00 CONCRETE FINISH
3" SCH 40 PVC
TO OVERLOOK BUILDING
CONDUCTOR BY PUD
TRANSFORMER PAD
AND GROUNDING
BY PUD
12" COMPACTED
BASE ROCK
SECTION
TO RV 01 AT CAMP HOST SITE.
1 1/2" SCH 40 PVC
3 #3 CU, XLP-USE-2 BY CONTRACTOR
8KV PRIMARY POWER SERVICE
FROM PROPOSED TRANSFORMER
AT OVERLOOK
2" SCH 40 PVC
PRIMARY CONDUCTORS BY PUD
COORDINATE CONDUITS AND PAD
WITH PUD
PLAN
TO RV 01 AT CAMP HOST SITE.
1 1/2" SCH 40 PVC
PRIMARY CONDUCTORS BY PUD
8KV PRIMARY POWER SERVICE
FROM PROPOSED TRANSFORMER
AT OVERLOOK
2" SCH 40 PVC
PRIMARY CONDUCTORS BY PUD
TRANSFORMER PAD DETAIL
FOR CAMP HOST SITE
NO SCALE
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
C:
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SE
A2
8\D
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ON
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OV
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OK
\C
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IN
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\S
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PL
AN
_R
S_ 2.2
7.2
9.D W
G
PACIFIC NORTHWEST REGION
EAGLE CREEK
OVERLOOK
RENOVATIONS
COLUMBIA RIVER
GORGE NATIONAL
SCENIC AREA
CAMP HOST ELECTRICAL
AND WATER/SEWER
DETAILS
2/22/2019
R.SMITH
R.SMITH
M.H
23 13
AutoCAD SHX Text o
AutoCAD SHX Text 2/28/19
AutoCAD SHX Text 2/28/19
AutoCAD SHX Text 2/28/19
AutoCAD SHX Text 2/28/19
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
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3000 GALLON SEPTIC HOLDING TANK
24" DIAMETER CONCRETE RISER
AND LOCKING LID WITH
WATERTIGHT GASKET (TYP)
24" DIA.
CLEAR OPENING
OVER OUTLET (TYP)
ACCESS FOR PUMPING
FLEXIBLE COUPLING
INLET
NOTES:
1. HOLDING TANK SHALL COMPLY WITH SPECIFICATION 33 36 13
WASTE HOLDING TANK.
2. ALL GRAVITY SEPTIC PIPE SHALL BE 4" SCH 40 PVC.
3. ALL GRAVITY LINE SHALL HAVE A MINIMUM OF 2% SLOPE
MAXIMUM OF 8% SLOPE.
4. TANK, RISERS AND LIDS ARE TO BE RATED FOR TRAFFIC LOADS
(H 20 LOADING).
INLET
LIQUID LEVEL
3" DROP FROM
INVERT
SANITARY TEE
4" SCH 40 PVC
2" MIN.
CLEAR SPACE
INLET
24" DIA. CLEAR
TANK OPENING
6" BASE AGGREGATE,
CRUSHED ROCK
INLET
RISER AT ABOVE
SLOPE AWAY FROM
RISER @ 0.1% MIN.
SELECT EXCAVATED
MATERIAL
RISER 2" ABOVE
FINAL GRADE. (TYP)
FLEXIBLE COUPLING
3000G TANK OPENING
3000G SEPTIC TANK INLET MANHOLE
NO SCALE
24" DIAMETER CONCRETE RISER AND LOCKING LID WITH
WATERTIGHT GASKET
6" MIN
PAVE OVER BACKFILL
FOR TANK.
6" BASE AGGREGATE,
CRUSHED ROCK
6"
RIVIET OR EPOXY CONFINED SPACE
LABELS TO ACCESS LIDS
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 2/1
9 1 3:
R
OB
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TA
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C:
\U
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\R
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A2
8\D
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ON
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OV
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OK
\C
AD
D
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IN
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\S
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PL
AN
_R
S_ 2.2
7.2
9.D W
G;
PACIFIC NORTHWEST REGION
EAGLE CREEK
OVERLOOK
RENOVATIONS
COLUMBIA RIVER
GORGE NATIONAL
SCENIC AREA
HOLDING TANK
DETAIL
2/22/2019
R.SMITH
R.SMITH
M.H
23 14
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
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AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
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1 1/4" PEX LINE TO
OVERLOOK BUILDING
CONNECT TO
EXISTING DRAIN LINE
PROPOSED 2" HDPE
WATER SUPPLY LINE
2" GATE VALVE
VALVING DETAIL
OVERLOOK BUILDING
NO SCALE
2" TO 1" REDUCER
2" TO 1 1/4" REDUCER
2" 'T'
2" AIR/VAC
RELEASE
VAVLE
2" HDPE WATER
SUPPLY LINE
1 1/2" HDPE SUPPLY LINE
TO CAMP HOST SITE
2" HDPE WATER
SUPPLY LINE
2" 'T' FITTING
AIR/VACUM RELEASE VALVE
AND 'T' FITTING
NO SCALE
2" TO 1 1/2" REDUCER
2" WATER METER
WM-01
11/2" HDPE WATER
SUPPLY LINE
" GALVANIZED PIPE
TO RV FAUCET
1 1/2" GATE VALVE
1 1/2" AIR/VAC
RELEASE
VAVLE
VALVING DETAIL
CAMP HOST SITE
NO SCALE
1 1/2" TO 3/4" REDUCER
3/4" HDPE WATER SUPPLY
LINE. CONNECT TO EXISTING
WATER SERVICE
11/2" HDPE WATER
SUPPLY LINE
11/2" HDPE WATER
SUPPLY LINE
'T' TO CONNECT NEW
LINE TO EXISTING LINE
NO SCALE
1 1/2" 'T' FITTING 1 1/2" TO 3/4" REDUCER
TYPICAL VALVE BOX
NO SCALE
2" DOUBLE
CHECK VALVE
W/STRAINER
CV-01
2" HDPE WATER
SUPPLY LINE
2" HDPE WATER
SUPPLY LINE
DOUBLE CHECK VALVE
NO SCALE
DOUBLE CHECK VALVE
NO SCALE 15
VALVE BOX
LEAD FREE
STRAINER
M
I N
M
A X
CHECK VALVE
CV-01
DIRECTION
OF FLOW
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
C:
\U
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\R
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8\D
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TR
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OV
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OK
\C
AD
D
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IN
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\S
IT
E_
PL
AN
_R
S_ 2.2
7.2
9.D W
G
PACIFIC NORTHWEST REGION
EAGLE CREEK
OVERLOOK
RENOVATIONS
COLUMBIA RIVER
GORGE NATIONAL
SCENIC AREA
VALVE BOX
DETAILS
2/22/2019
R.SMITH
R.SMITH
M.H.
23 15
PLUMBING SPECIALTIES SCHEDULE
ITEM SPECIFICATION SUPPLEMENTAL SHEET
WATER METER 22 05 19 WATER METER WM-01
CHECK VALVE 22 10 06 PIPING SPECIALTIES CV-01
AIR VAC VALVE 22 10 06 PIPING SPECIALTIES ARV-01
GATE VALVE 22 10 06 PIPING SPECIALTIES GV-01
FLOOR DRAIN 22 10 06 PIPING SPECIALTIES FD-O1
AutoCAD SHX Text
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AutoCAD SHX Text A
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AutoCAD SHX Text E
AutoCAD SHX Text N
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HDPE SUPPLY LINE
2/19/19
NO SCALE
CABLE TRENCH
WATERLINE AND POWER
C L A
C L A
L A
L A
O
C K
C
R U
S H
D
F
P E
C
T
O P
S O
I L
SELECT EXCAVATED
MATERIAL
PRIMARY POWER CONDUCTORS
IN 2" SCH 40 PVC CONDUIT
CONDUCTORS BY PUD
SECONDARY CONDUCTORS IN
3" SHC 40 PVC
12" VERTICAL SEPARATION NOT
REQUIRED FOR SECONDARY
CONDUCTORS.
WATERLINE
6" TO 10"
MARKING TAPE OVER
UTILITY (NOT
SHOWN FOR CLARITY)
18" MIN
ELECTRICAL
BEDDING
MATERIAL
3"
M IN
12"
M IN
3"
M IN
M
I N
I M
M
P
T H
V
V E
R
P
I P
E
M I N
#10 AWG
BLUE PVC
TONING WIRE
TRANSFORMER TO BUILDING
SECONDARY POWER
NO SCALE
MARKING TAPE
12" MAX
M
I N
6" TO 10"
SECONDARY POWER
CONDUCTORS
3"
MIN
3"
MIN
#10 AWG
BLUE PVC
TONING WIRE
METER BASE AND POWER PEDSTAL
ELECTRICAL
BEDDING
MATERIAL
CONDUCTORS TRENCH
PRIMARY POWER
NO SCALE
C L
A S
S
A
C L
A S
S
B
C L
A S
S
C
C L
A S
S
D
SELECT EXCAVATED
MATERIAL
ELECTRICAL
BEDDING
MATERIAL
2" SCH 40 PVC
CONDUCTORS BY PUD
SELECT MATERIAL
2' ASPHALT SURFACE
6" TO 10"
MARKING TAPE OVER
UTILITY (NOT
SHOWN FOR CLARITY)
M
I N
24" MAX
3"
MIN
3"
MIN
T
O P
S O
I L
S O
D
E
C
C
R U
S H
C K
#10 AWG
BLUE PVC
TONING WIRE
NO SCALE
WATERLINE TRENCH
R O
C K
C
R U
S H
D
E
C
T
O P
S O
I L
C L
A S
S
A
C L
A S
S
B
C L
A S
S
C
C L
A S
S
D
2" ASPHAULT SURFACE
SELECT EXCAVATED
MATERIAL
BEDDING MATERIAL
PIPE
SELECT MATERIAL
6" TO 10"
MARKING TAPE OVER
UTILITY (NOT
SHOWN FOR CLARITY)
M
I N
24" MAX
NOTES:
#10 AWG
BLUE PVC
TONING WIRE
2/28/2019
4" = NOMINAL DIA.
T
O P
S O
I L
S O
D
E
C
C
R U
S H
C K
C L A
L A
L A
L A
SEWERLINE TRENCH
VARIES
2" ASPHAULT SURFACE
SELECT EXCAVATED
MATERIAL
PIPE INVERT AND GRADE
BEDDING MATERIAL
TRENCH BOTTOM
SELECT MATERIAL
EXCAVATION OF
USUITABLE
MATERIAL
6" TO 10"
MARKING TAPE OVER
UTILITY (NOT
SHOWN FOR CLARITY)
24"
T R
E N
H
X C
A V
A T
I O
N
D
E P
T H
V A
R I E
S
#10 AWG BLUE PVC
TONING WIRE
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
C:
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NO
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SE
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8\D
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OV
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OK
\C
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\S
IT
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PL
AN
_R
S_ 2.2
7.2
9.D W
G
PACIFIC NORTHWEST REGION
EAGLE CREEK
OVERLOOK
RENOVATIONS
COLUMBIA RIVER
GORGE NATIONAL
SCENIC AREA
TRENCHING
DETAILS
2/22/2019
R.SMITH
R.SMITH
M.H.
NOTE:
TRENCH CLASS D WILL BE USED FOR
TRENCHING AREAS WHERE ASPHALT
WAS DISTURBED AND NEEDS TO BE REPAIRED
TRENCH CLASS BE WILL BE USED FOR GRASSED
AREAS THAT WILL NEED TO BE RESEEDED.
AutoCAD SHX Text
2" ASPHALT SURFACE
AutoCAD SHX Text 4"
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
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AutoCAD SHX Text S
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POWER PANEL A DIRECTORY
PANEL
A
PANEL A SPD
PLAN
SPD
PANEL A ELEVATION
INDICATOR LEDS
NOTE
1. MOUNT SPD NEXT TO
PANEL FRONT MOUNT
SURFACE PLATE TO BE
INSTALLED. SPD IS
RECESSED IN WALL
MOVE EXISTING HISTORIC
DECORATIVE VENT COVER
TO INSTALL PANEL A
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 2/1
9 1 3:
R
OB
ER
TA
SM
IT
H
C:
\U
SE
RS
\R
OB
ER
TA
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EC
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RE
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8\D
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ON
TR
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OV
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LO
OK
\C
AD
D
RA
W
IN
GS
\E C.
OV
ER
LO
OK
.12 .17
.20
.D W
G;
(R06)
PACIFIC NORTHWEST
EAGLE CREEK
OVERLOOK
COLUMBIA RIVER
GORGE NATIONAL
SCENIC AREA
100A PANEL
OVERLOOK BUILDING
12/20/2018
R.SMITH
R.SMITH
M.H.
SPD
N
(SPD)
(SPD)
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
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NOTE
TWO GROUND RODS PER PULL VAULT.
INSTALL IN DRAIN HOLES.
REV.8-6-87
GROUND ROD INSTALLATION
GROUND ROD DETAIL
NO SCALE ED000021 11 OCT 85
IRON COVER
10" DIA. CONCRETE
PIPE BODY
" DIA. X 10'-"
GROUND ROD
LONG COPPER CLAD STEEL
GROUND
ROD CLAMP
#2 CU
GROUND
BUS
SPRING ASSISTED
DIAMOND PLATE WITH
LOCKING LATCH
RECESSED LIFT HANDLE
4 "C" CHANNELS
24" LONG
LIFT HOLE 1-1/2" DIA.
EACH SIDE
CABLE SUPPORT
OPTIONAL 8
POSITIONS
4 LIFTING INSERTS
5/8" DIA.
DIAMOND PLATE
VAULT 2180 LBS.
2 DRAIN HOLES
2-1/2" DIA.
4-3/4" KNOCKOUTS
4 EACH SIDE
PULL VAULT
NO SCALE
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 2/1
9 1 3:
R
OB
ER
TA
SM
IT
H
C:
\U
SE
RS
\R
OB
ER
TA
SM
IT
H\
BO
X\
EA
GL
EC
RE
EK
RE
ST
RO
OM
RE
NO
VA
TI
ON
SE
A2
8\D
ES
IG
NC
ON
TR
AC
TI
NG
OV
ER
LO
OK
\C
AD
D
RA
W
IN
GS
\E C.
OV
ER
LO
OK
.12 .17
.20
.D W
G;
(R06)
PACIFIC NORTHWEST
EAGLE CREEK
OVERLOOK
COLUMBIA RIVER
GORGE NATIONAL
SCENIC AREA
ELECTRI…
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