EC_OVERLOOK_DRAWINGS_4-18-19.pdf

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

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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LEGEND: (CALLOUTS)

SHEET KEY NOTE

LIGHT EMITTING DIODE DEVICE

SURGE SUPPRESSOR DEVICE

PANEL A CIRCUIT 10

DETAIL #

SHEET #

LED

SSP

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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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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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

3-4/0 AL BY PUD

PROPOSED DOUBLE

CHECK VALVE

BACKFLOW PREVENTER

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

4/1 8/1

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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

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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

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PROPOSED DOUBLE

CHECK VALVE

BACKFLOW PREVENTER

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

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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 - LP-USG-2

CONDUCTOR BY CONTRACTOR

PROPOSED PRIMARY

POWER FEED

2" SCH 40 PVC

CONDUCTOR BY PUD

CAMP HOST SITE

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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

15KV 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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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

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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 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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.12 .17

.20

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(R06)

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

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PROJECT NAME

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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"

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

.20

.D W

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(R06)

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

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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

C:

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.12 .17

.20

.D W

G

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)

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XREF

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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" 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 1/2" HB

1 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

C:

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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

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

4/1 8/1

9 0 9:

R

OB

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\E C.

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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

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

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FLUSH CONTROL ON OPEN SIDE OF WATER CLOSET, TYP.

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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

C:

\U

SE

RS

\R

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\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

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

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

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

LED 01

ENLARGED

PLAN VIEW

EF 01

LED 01

EF 01

3" SCH 40 PVC

TO TRANSFORMER

NEW ELECTRICAL PLAN

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

4/1 8/1

9 0 9:

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OB

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ON

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A2

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OK

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IN

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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

OVERLOOK BUILDING

ELECTRICAL PLANS

12/20/2018

R.SMITH

R.SMITH

M.H.

Feet

0 10 20

SOUTH ELEVATION

NO SCALE

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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

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

SPD

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

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/1 8/1

9 0 9:

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IT

H

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\R

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EC

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ST

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OM

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NO

VA

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ON

SE

A2

8\D

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IG

NC

ON

TR

AC

TI

NG

OV

ER

LO

OK

\C

AD

D

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W

IN

GS

\E C.

OV

ER

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

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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

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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A2

8\D

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NC

ON

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AC

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OV

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OK

\C

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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

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

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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

4/1 8/1

9 1 0:

R

OB

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TA

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H

C:

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\R

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PL

AN

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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

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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

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:

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\R

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A2

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\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

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

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2/19/19

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

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:

\U

SE

RS

\R

OB

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IT

H\

BO

X\

EA

GL

EC

RE

EK

RE

ST

RO

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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

\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

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

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

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

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AutoCAD SHX Text I

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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

4/1 8/1

9 0 9:

R

OB

ER

TA

SM

IT

H

C:

\U

SE

RS

\R

OB

ER

TA

SM

IT

H\

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EA

GL

EC

RE

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RE

ST

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NO

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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

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

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

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AutoCAD SHX Text D

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AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

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AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

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AutoCAD SHX Text T

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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

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

4/1 8/1

9 0 9:

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

ELECTRICAL DETAILS

12/20/2018

R.SMITH

R.SMITH

M.H.

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

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AutoCAD SHX Text N