Rainforest_Drawings.pdf

PROJECT LOCATION

VICINITY MAP

SHEET OF

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G1 COVER SHEET 8/13/2021

G2 SCHEDULE OF ITEMS 8/11/2021

C1 EXISTING SITE MAP 8/11/2021

C2 DEMOLITION PLAN 8/11/2021

C3 SITE PLAN 8/11/2021

D1 COMFORT STATION LAYOUT 8/12/2021

D2 COMFORT STATION DETAILS 8/12/2021

D3

FIBERGLASS WALK-IN ENCLOSURE

DETAILS

11/3/2021

D4 UTILITY TRENCH DETAILS 8/17/2021

D5

TRASH RECEPTACLE AND FEE

STATION DETAILS

4/5/2022

P1 WATER AND SEWER DETAILS 8/17/2021

E1 ELECTRICAL DEMOLITION 8/19/2021

E2 ELECTRICAL SITE PLAN 8/19/2021

E3

FIBERGLASS WALK-IN ENCLOSURE

ELECTRICAL

11/2/2021

E4

PUMP STATION TRANSCLOSURE

AS-BUILTS AND NEW CONNECTIONS

3/31/2022

E5

EXISTING MAIN CONTROL PANEL AND

GENERAL DETAILS

3/31/2022

E6

ELECTRICAL SCHEMATIC DIAGRAM

FOR RE-WIRING

3/31/2022

E7

ELECTRICAL SCHEMATIC DIAGRAM

FOR RE-WIRING

3/31/2022

E8

ELECTRICAL SCHEMATIC DIAGRAM

FOR RE-WIRING

3/31/2022

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

FOREST SUPERVISOR

DATE

4/2 9/2

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RAINFOREST TRAILHEAD COMFORT

STATION REPLACEMENT

WASHINGTON

GRAYS HARBOR COUNTY

OLYMPIC NATIONAL FOREST

(R06) PACIFIC NORTHWEST REGION

SHEET G1

TRAVEL DIRECTIONS:

THE PROJECT IS LOCATED IN QUINAULT, WASHINGTON, APPROXIMATELY 0.9 MILES SOUTH OF THE

QUINAULT RANGER STATION OFFICE AND LAKE QUINAULT RESORT, ADJACENT TO WILLABY

CAMPGROUND, ON SOUTH SHORE DRIVE. PROJECT LOCATION: LAT: 47°27'35.81"N; LON: 123°51'44.50"W

PROJECT DESCRIPTION:

THE PROJECT CONSISTS OF DEMOLITION OF A RESTROOM, CLEARING AND GRUBBING, UTILITY WORK

AND GRADING TO PREPARE FOR THE INSTALLATION OF A PRE-FABRICATED CONCRETE RESTROOM

BUILDING & UTILITY BUILDING, AND INSTALLATION OF NEW CONCRETE SIDEWALKS AND PATHWAYS

AFTER THE BUILDING IS INSTALLED. THE CONTRACTOR WILL FULLY PREPARE THE SITE FOR

INSTALLATION OF THE BUILDING, INCLUDING UTILITIES. COMFORT STATION INSTALLATION AND FINAL

UTILITY CONNECTIONS WILL BE PERFORMED UNDER A SEPARATE CONTRACT. WORK TO BE DONE MUST

FULLY COMPLY WITH BUILDING MANUFACTURER INSTALLATION REQUIREMENTS.

SCHEDULE OF ITEMS (BASE)

LINE ITEM DESCRIPTION METHOD OF MEAS PAY ITEM

QUANTITY

NOTES

010250 CONSTRUCTION SURVEY AND STAKING LSQ LUMP SUM ALL

011900 MOBILIZATION LSQ LUMP SUM ALL

024116

STRUCTURE DEMOLITION (EXISTING COMFORT STATION)

LSQ LUMP SUM ALL

INCLUDES DEMOLITION OF SUBSURFACE UTILITIES FROM THE EXISTING BUILDING TO

THE POINTS DESIGNATED ON THE DRAWINGS, AND INCLUDES ALL FEATURES

DESIGNATED FOR SALVAGE ON THE DRAWINGS.

033540 CONCRETE SIDEWALK DQ SQUARE FEET 610 INCLUDES SUBGRADE PREPARATION AND AGGREGATE BASE

111226 ELECTRONIC FEE STATION - FURNISHED AND INSTALLED LSQ LUMP SUM ALL INCLUDES MOUNTING AND ELECTRICAL HOOKUP FROM SERVICE LINE.

129410

TRASH RECEPTACLE, INCLUDING MOUNTING PAD

LSQ LUMP SUM ALL INCLUDES SUBGRADE PREPARATION AND AGGREGATE BASE

133401

FLUSH COMFORT STATION - FURNISHED AND INSTALLED,

INCLUDING UTILITIES AND SIDEWALKS

LSQ LUMP SUM ALL

INCLUDES SUBGRADE PREPARATION AND PLACEMENT & COMPACTION OF AGGREGATE

BASE FOR THE FOUNDATION PAD AND SIDEWALK, INSTALLATION OF UTILITY STUB UPS,

AND FINAL UTILITY CONNECTIONS NOT DESIGNATED THE RESPONSIBILITY OF TOILET

MANUFACTURER.

221100-1

PIPELINE, 2" WATERLINE, GALVANIZED STEEL PIPE, INCLUDING

TRENCH

AQ FEET 45 INCLUDES NEW WATER SUPPLY AND DRAIN LINES

221100-2 DAYLIGHT DRAINS AQ EACH 1

221100-3 2-INCH CURB VALVE AND VALVE BOX AQ EACH 2

221313

PIPELINE, 4" SEWER LINE, PVC SCHEDULE 80, INCLUDING TRENCH

AND CLEANOUTS

AQ FEET 25

WORK INCLUDES TRENCHING, PIPE ZONE MATERIAL, BEDDING MATERIAL, BACKFILL &

COMPACTION AND INSTALLING CLEANOUTS WHERE SHOWN ON THE DRAWINGS.

260010 ELECTRICAL DISTRIBUTION SYSTEM LSQ LUMP SUM ALL

REFER TO E-SHEETS FOR DETAILS. INCLUDES NEW ELECTRICAL SERVICE LINE TO THE

NEW COMFORT STATION AND WALK-IN ENCLOSURE, RECONNECTING AND

RECONNECTING ALL ELECTRICAL AND COMMUNICATION CABLE SHOWN ON THE

E-SHEETS.

262716

FIBERGLASS WALK-IN ENCLOSURE - FURNISHED AND INSTALLED,

INCLUDING UTILITIES AND SIDEWALKS

LSQ LUMP SUM ALL

INCLUDES IMPORTING, PLACING AND COMPACTING SELECT BORROW FOR SUBGRADE

PREPARATION AND THE FOUNDATION PAD, PLACING AND COMPACTING AGGREGATE

BASE FOR CONCRETE PAD, FURNISHING AND PLACING CONCRETE FOR ENCLOSURE PAD,

AND INSTALLATION OF UTILITY STUB UPS FOR FINAL INTERIOR ELECTRICAL

CONNECTIONS SHOWN ON THE DRAWINGS.

311000 CLEARING AND GRUBBING LSQ LUMP SUM ALL

329206 SEEDING LSQ LUMP SUM ALL INCLUDES ALL AREAS DISTURBED DURING CONSTRUCTION

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 /22

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PACIFIC NORTHWEST REGION

RAINFOREST TRAILHEAD

COMFORT STATION

REPLACEMENT

OLYMPIC NATIONAL

FOREST

PACIFIC RANGER DISTRICT

SCHEDULE OF ITEMS

08/11/2021

G2_Schedule.dwg

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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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(R06)

PACIFIC NORTHWEST REGION

RAINFOREST TRAILHEAD

COMFORT STATION

REPLACEMENT

OLYMPIC NATIONAL

FOREST

PACIFIC RANGER DISTRICT

EXISTING SITE MAP

08/11/2021

C1-C3_Site.Work.dwg

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COMFORT STATION

EAVE

CONCRETE FOUNDATION

FOOTPRINT

SITE CONDITION NOTES:

- COMFORT STATION IS BUILT UPON A 4" CONCRETE SLAB ON GRADE

WITH 2' DEEP CONCRETE FOOTINGS (REINFORCED WITH REBAR).

- PARKING AREA IS OPEN, LARGE, AND CONDUCIVE TO CONSTRUCTION

AND CXT INSTALLATION.

- AREA IS HEAVILY VEGETATED WITH FIRS AND SOME ARE

OVERHANGING THE BUILDING.

EXISTING UTILITIES CONDITION:

- UNDERGROUND WATER, CABLE, SEWER, ELECTRICAL, ETC. UTILITY

INFORMATION SHOWN ON THIS PLAN WAS COMPILED FROM

PREVIOUS SITE PLANS, UTILITY COMPANY MAPS, AND FIELD

LOCATION OF VISIBLE STRUCTURES SUCH AS MANHOLES, VALVES.

JUNCTION BOXES, ETC. IN ALL CASES, IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ACTUAL

LOCATION OF ANY UNDERGROUND UTILITIES THAT MAY AFFECT

THEIR WORK PRIOR TO ANY ON-SITE CONSTRUCTION.

- DUE TO THE LIMITED INFORMATION FROM FOREST SERVICE AS-BUILT

DRAWINGS, THE CONTRACTOR SHALL DOCUMENT ALL EXISTING

CIRCUITRY INSIDE THE COMFORT STATION AND LEADING TO PUMP

STATION AND SEWER FORCE MAIN. THIS INFORMATION WILL BE USED

BY THE CONTRACTOR TO DEVELOP THE ELECTRICAL PLAN

SUBMITTAL. THE ELECTRICAL PLAN WILL SHOW PROPOSED

CONSTRUCTION FOR KEY ELECTRICAL COMPONENTS SHOWN ON THE

E-SHEETS.

GENERAL CONSTRUCTION REQUIREMENTS:

- THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FULLY

FAMILIAR WITH ALL OF THE CONDITIONS THAT PERTAIN TO THE WORK

DESCRIBED HEREIN. THE FAILURE TO UNDERSTAND OR TO HAVE

KNOWLEDGE OF ISSUES THAT COULD HAVE BEEN DETERMINED

PRIOR TO BIDDING WILL NOT CONSTITUTE GROUNDS FOR ASKING

FOR WORK CHANGE ORDERS OR EXTRA WORK.

- THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL PERMITS

AND PAY ALL FEES AS REQUIRED FOR THE WORK COVERED IN THESE

PLANS.

- NO MEASUREMENTS SHALL BE SCALED OFF THE PLANS USE LABELED

DISTANCES ONLY.

- THE CONTRACTOR SHALL KEEP THE PROJECT AREA NEAT AND

ORDERLY AT ALL TIMES WHILE WORK IS TAKING PLACE.

- UNLESS OTHERWISE INDICATED, ALL UNDERGROUND UTILITIES

BETWEEN THE EXISTING COMFORT STATION AND THE "STUB" POINTS

SHALL BE REMOVED AND DISPOSED IN ACCORDANCE WITH

CONTRACT SPECIFICATIONS.

- THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DUE TO THEIR

OPERATIONS.

EROSION CONTROL

- COMPLY WITH CONTRACT SPECIFICATION SECTION 023701.

VIEW OF REAR AND UTILITY

CONNECTIONS. NOTE ELEVATION DROP.

VIEW FROM PARKING LOT, FACING

NORTH.

34'-8"

40'-0"

FLAT AREA

FLAT AREA

ASPHALT

WALKWAY

EXISTING WATER SHUT-OFF VALVE

EXISTING SEWER CLEANOUT

PUMP STATION

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PUMP STATION CONTROLS

(INSIDE CHASE)

COMMUNICATION CABLE

TO PUMP STATION

CONTROL PANEL

3' DROP

3' DROP

4'-2" FLAT AREA 4'-2" FLAT AREA

LEGEND

SEWER (EXISTING)

WATER (EXISTING)

UNDERGROUND CABLE

UNDERGROUND ELECTRIC

EXISTING BUILDING

CONCRETE

ASPHALT

VEGETATED AREA

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CONCRETE

FOOTING

CONCRETE

FLOOR

COMFORT STATION ELEVATION VIEW

NOT TO SCALE

EXISTING DRAIN LINE

BEAR-PROOF TRASH

RECEPTACLE

SINGLE PANEL KIOSK

WITH ROOF

EXISTING FLOAT CONTROLS AND

POWER SOURCE TO DUAL PUMPS

SPLICE VAULT

EXISTING WATER SHUT-OFF

VALVE (ACROSS THE STREET)

EXISTING

TREE (TYP.)

ASPHALT

WALKWAY

20'-0"

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DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/1 4/2

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(R06)

PACIFIC NORTHWEST REGION

RAINFOREST TRAILHEAD

COMFORT STATION

REPLACEMENT

OLYMPIC NATIONAL

FOREST

PACIFIC RANGER DISTRICT

DEMOLITION PLAN

08/11/2021

C1-C3_Site.Work.dwg

M. ALANIZ

M. ALANIZ

D. KIMBALL

C2

19 04

REMOVE FIR TREES

AND GRIND STUMPS

SAWCUT ASPHALT AT 5'-6" AND

DEMOLISH EXISTING ASPHALT

WALKWAYS

REMOVE FIR TREE

AND GRIND STUMP

STUB UNDERGROUND ELECTRICAL LINE

AT THIS LOCATION FOR NEW METER.

COORDINATE WITH LOCAL UTILITY TO

REMOVE EXISTING METER PRIOR TO

CONSTRUCTION.

REMOVE AND DISPOSE SEWER

LINE FROM EXISTING COMFORT

STATION TO PUMP STATION

REMOVE AND DISPOSE UNDERGROUND

ELECTRICAL LINE (FLOAT & POWER)

FROM EXISTING CONTROL PANEL

DEMOLISH EXISTING COMFORT

STATION INCLUDING CONCRETE

FOUNDATION AND SLAB-ON-GRADE

PRIOR TO THE START OF WORK,

COORDINATE WITH LOCAL UTILITY TO

DE-ENERGIZE THIS PORTION OF THE

ELECTRICAL LINE (FROM THE MAIN)

AND TO HAVE THE METER PULLED

REMOVE AND DISPOSE WATER LINE FROM

EXISTING COMFORT STATION TO STUB POINT

AT THIS LOCATION (INCLUDING DRAINLINE)

LEGEND

SEWER (EXISTING)

WATER (EXISTING)

UNDERGROUND CABLE

UNDERGROUND ELECTRIC

EXISTING BUILDING (DEMO)

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GENERAL

- THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING

NECESSARY PERMITS AND PAYING ALL SPECIFIED FEES.

- DO NOT CLOSE OR OBSTRUCT ROADWAYS AND FIRE HYDRANTS WITHOUT

PROPER PERMISSION.

- CONFORM TO APPLICABLE REGULATORY PROCEDURES WHEN DEALING

WITH HAZARDOUS, SPECIAL AND SOLID WASTE. REMOVE AND RECYCLE

THERMOSTATS, FLUORESCENT BULBS AND BALLASTS.

- CONDUCT ACTIVITIES SO AS TO MINIMIZE DISTURBANCE TO THE SITE.

- EXCAVATION OF THE AREA MUST BE LARGE ENOUGH AND DEEP ENOUGH

TO ACCOMMODATE THE BASE AREA. WATER, SEWER, ELECTRICAL ETC.

BUILDING DEMOLITION NOTES:

- REMOVE AND RECYCLE OR DISPOSE OF, BALLASTS, THERMOSTATS,

FLORESCENT BULBS, PAINT, AND OTHER SPECIAL WASTE MATERIALS.

- REMOVE ALL EXISTING CONCRETE BUILDING PADS, AND FOOTINGS TO

DEPTH NEEDED TO MEET REQUIREMENTS.

- DISPOSE OF ALL FURNISHINGS IN BUILDING.

- CONDITION AND CONTENTS OF STORAGE ROOM IS UNKNOWN.

UTILITY DEMOLITION NOTES

- THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES IN ADVANCE AND

COMPLY WITH REQUIREMENTS. COORDINATE RELOCATIONS AND

INTERRUPTIONS OF SERVICE WITH UTILITY COMPANY AND COR.

a) GRAYS HARBOR PUD FOR ELECTRICAL: (800) 562-7726

b) LAKE QUINAULT WATER COMAPNY FOR WATER: (530) 288-2535

c) FOREST SERVICE COR FOR WASTEWATER.

- CONTRACTOR SHALL NOT DAMAGE EXISTING UTILITIES NOT DESIGNATED

FOR DEMOLITION AND SHALL REPAIR DAMAGED UTILITES AT THEIR OWN

EXPENSE.

- EXACT LOCATION OF STUBS TO BE FIELD DETERMINED AND APPROVED BY

THE CONTRACTING OFFICER, SO THAT STUBS WILL NOT INTERFERE WITH

DEMOLITION OPERATIONS, AND ARE LOCATED FOR EASY ACCESS FOR

NEW LINES.

- CLEARING AND GRUBBING

- PROVIDE CLEAR AND LEVEL SITE FOR BUILDING PAD, FREE OF OVERHEAD

AND/OR UNDERGROUND OBSTRUCTIONS (INCLUDING LIMBS, ROOTS AND

ABANDONED UTILITIES). SEE INSTALLATION QUESTIONNAIRE IN

APPENDICES FOR DETAILS.

- REMOVE TREES WITHIN 5 FEET OF THE ROOFLINE OF THE NEW BUILDINGS.

COORDINATE TREE REMOVAL WITH THE COR.

GRADING

- ALL TOP SOIL IN THE PROPOSED DISTURBED AERA SHALL BE REMOVED

AND STOCKPILED ON SITE FOR USE IN FINAL GRADING.

- CLEAN FILL AND EXCESS EXCAVATION MAY BE USED ON SITE FOR NEW

CXT PAD, AS NEEDED, TO MEET NEW CXT INSTALLATION REQUIREMENTS

AS SPECIFIED.

- FINAL GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING

AND OFF OF SITE.

- SITE SHALL BE GRADED TO ALLOW FOR DRAINAGE. INSTALL 4" SWALES AS

NEEDED.

EROSION CONTROL

- COMPLY WITH SPECIFICATION SECTION 023701.

ASPHALT

WALKWAY

ASPHALT

WALKWAY

PUMP STATION

SPLICE VAULT

REMOVE EXISTING ELECTRICAL

PANELS. SEE SHEET E1 FOR DETAILS.

5'-6"

REMOVE AND SALVAGE

TRASH RECEPTACLE

FOR RE-INSTALLATION

EXISTING KIOSK.

DO NOT DISTURB

COORDINATE WITH LAKE QUINAULT

WATER COMPANY TO SHUT OFF

WATER AT THIS LOCATION

NEW SPLICE CONNECTION AT

EXISTING COMMUNICATION

CABLE. SEE E-SHEET FOR

DETAILS.

LOCATE AND MARK EXISTING

PUD SERVICE CONDUCTORS.

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DRAWING TITLE

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/1 4/2

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PACIFIC NORTHWEST REGION

RAINFOREST TRAILHEAD

COMFORT STATION

REPLACEMENT

OLYMPIC NATIONAL

FOREST

PACIFIC RANGER DISTRICT

SITE PLAN

08/11/2021

C1-C3_Site.Work.dwg

M. ALANIZ

M. ALANIZ

D. KIMBALL

C3

19 05

LEGEND

SEWER (EXISTING)

WATER (EXISTING)

UNDERGROUND ELECTRIC (EX.)

SEWER (NEW)

WATER (NEW)

ELECTRIC (NEW)

COMM. CABLE (NEW)

UE UE

GENERAL

- PREPARE SITE FOR INSTALLATION OF 4-HOLE FLUSH COMFORT STATION (TOILET)

BUILDING. DIMENSIONS SHOWN ARE 19'-8"X17'-0" FOR TOILET.

- CONTRACTOR IS RESPONSIBLE FOR ENSURING SITE WORK IS IN ACCORDANCE WITH

DRAWINGS AND SPECIFICATIONS HEREIN, INCLUDING MANUFACTURER'S

SPECIFICATIONS. CONTACT MANUFACTURER'S ENGINEERING DEPARTMENT FOR

BUILDING SPECIFIC CONTROLLED DOCUMENTS PRIOR TO INSTALLATION.

- CONTRACTOR MUST ACCOMMODATE INSTALLER AND GOVERNMENT PERSONNEL TO

THE MAXIMUM EXTENT PRACTICAL, TO ENSURE THE DURATION OF CONSTRUCTION IS

MINIMIZED.

- COORDINATE STAKING OF FUTURE BUILDING CORNERS, CONCRETE WALKWAYS,

GRAVEL AND NEW UTILITY CONNECTIONS WITH THE COR, IN ACCORDANCE WITH

MANUFACTURER'S INSTALLATION REQUIREMENTS AND CONTRACT DRAWINGS.

- LOCATION OF NEW BUILDING FOOTPRINT SHALL BE SET SO THAT NEW AND OLD

FOOTPRINTS ARE APPROXIMATELY ALIGNED ON SOUTHERN SIDE, MAKING SURE THAT

THERE IS ENOUGH FLAT AREA AS NEEDED FOR NEW CONCRETE WALKWAYS.

- SOME FIELD ADAPTATION IS ANTICIPATED. COORDINATE WITH COR FOR APPROVAL

OF EXACT ORIENTATION OF BUILDING. FINAL PLACEMENT OF THE BUILDING SHALL

TAKE INTO ACCOUNT THE AVAILABLE LENGTH & LOCATION OF THE EXISTING

ELECTRICAL FEEDER LINE AND THE PLACEMENT OF THE ELECTRICAL METER SOCKET

ON THE NEW COMFORT STATION.

NEW BUILDING PAD

- CONTRACTOR IS RESPONSIBLE FOR EXCAVATING OLD PAD AS NEEDED, AND

PREPARING NEW PAD, TO MEET CONTRACT SPECIFICATIONS, AND TOILET

MANUFACTURER'S SPECIFICATIONS.

- BUILDING PAD IS REQUIRED TO BE CONSTRUCTED IN ACCORDANCE WITH THE DETAIL

IN THE DRAWING PACKET AS WELL AS THE PRECAST CONCRETE BUILDINGS DETAIL

DRAWINGS.

- THE MATERIAL SHALL BE PLACED LEVEL AND COMPACTED IN TWO LIFTS OF 3" EACH

TO SUPPORT A MINIMUM OF 1,500 POUNDS PER SQUARE FOOT.

- A MINIMUM OF 6 INCHES OF A COMPACTED 3/4" MINUS ANGULAR GRAVEL MATERIAL

(I.E. ROAD BASE) SHALL BE USED AS THE BASE MATERIAL.

- BASE ROCK SHALL EXTEND PAST BUILDING FOOTPRINT AS NEEDED FOR FUTURE

CONCRETE WALKWAYS, AND BASE FOR NEW CONCRETE WILL BE PREPARED AT THE

SAME TIME AS BUILDING BASE.

- EXACT SLOPES ARE UNKNOWN. CONTRACTOR IS RESPONSIBLE FOR FIELD

ADJUSTING FINAL ELEVATIONS AND SLOPES AS NEEDED IN ORDER TO PROVIDE

DRAINAGE AWAY FROM BUILDING, AND TO PREVENT LOW AREAS THAT WOULD ALLOW

PONDING.

UTILITIES:

- ENSURE THAT WATER, ELECTRICAL, AND SEWAGE SITE CONNECTIONS ARE

CONNECTED FROM PREVIOUSLY STUBBED UTILITY LOCATIONS, AND PLACED

PRECISELY PER MANUFACTURER'S DRAWINGS. MANUFACTURER'S INSTALLER SHALL

MAKE FINAL CONNECTIONS.

- ENSURE STUB UPS FROM PRE-EXISTING UTILITIES ARE IN THE PROPER LOCATION

FOR THE APPROPRIATE BUILDING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR

TO ENSURE ALL UTILITIES ARE PREPARED FOR TOILET INSTALLATION ON THE

INSTALLATION DATE.

- ELECTRICAL AND PLUMBING WORK SHALL BE COMPLIANT WITH LATEST VERSION OF

NATIONAL ELECTRIC CODE AND INTERNATIONAL PLUMBING CODE RESPECTIVELY.

- CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR DETERMINING ELECTRICAL

GROUND REQUIREMENTS, AND ENSURING BUILDING IS PROPERLY GROUNDED.

SUBMIT ELECTRICAL PLAN FOR COR'S APPROVAL.

- IT IS THE CONTRACTORS RESPONSIBILITY TO REPAIR ANY UNDERGROUND UTILITIES

OR OTHER SITE AMENITIES THAT ARE DAMAGED DURING CONSTRUCTION.

- MANHOLE COVERS, VALVE BOXES. AND OTHER UTILITY APPURTENANCES SHALL NOT

ENCROACH ON SIDEWALKS, CURBS, OR PAVEMENT. WHERE CONFLICTS ARE

DISCOVERED, THE CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO

PROCEEDING.

NEW 4" SEWER LINE FROM COMFORT

STATIONS TO PUMP STATION, WITH NEW

CLEANOUTS SPACED UNDER 100 FEET AND

EVERY CHANGE OF DIRECTION

NEW CONCRETE.

SEE SHEET D1

RECONNECT SERVICE LINE TO METER.

SEE E-SHEETS FOR DETAILS

INSTALL NEW ELECTRICAL METER SOCKET.

SEE E-SHEETS FOR DETAILS.

PROVIDE STUB-UPS FOR NEW WATER

AND SEWER LINE CONNECTIONS TO

NEW COMFORT STATION (TYP.). OBTAIN

INSTRUCTIONS FROM MANUFACTURER

RE-INSTALL EXISTING PUMP CONTROLS

AND INSTALL NEW ELECTRICAL SYSTEM.

SEE E-SHEETS FOR DETAILS

NEW CURB VALVE AND VALVE BOX FOR

SERVICE LINE AND DRAIN LINE. SEE SHEET P1

NEW PRECAST CONCRETE

COMFORT STATION (TOILET)

OPTION 2: PROVIDE 30' X 50' LEVEL AREA

AROUND PAVED PARKING AREA FOR CRANE

PAD. REMOVE LIMBS OR TREES THAT WILL

IMPEDE CRANE LIFTING NEW COMFORT

STATION INTO PLACE. COORDINATE

CLEARING REQUIREMENTS WITH CXT

CONNECT NEW 1-1/2" GSP WATER LINE TO

1-1/2" TYPE K COPPER WITH APPROVED

UNION. COPPER UNION SHALL BE SET

ABOVE CONCRETE FLOOR

INSTALL STUBS FOR FLOOR DRAINS

AND VENTS IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS.

OPTION 1: PROVIDE 30' X 50' LEVEL AREA

FOR CRANE PAD. REMOVE LIMBS OR

TREES THAT WILL IMPEDE CRANE

LIFTING NEW COMFORT STATION INTO

PLACE. COORDINATE CLEARING

REQUIREMENTS WITH CXT

2" DRAIN LINE AND

OUTLET. SEE SHEET P1

NEW 2" GSP WATER LINE FROM COMFORT

STATIONS TO NEW CURB VALVE AND VALVE

BOX.

NEW FIBERGLASS WALK-IN ENCLOSURE.

SEE SHEET D3 FOR FLOOR PLAN.

RE-INSTALL BEAR-PROOF

TRASH RECEPTACLE

S S S

NEW FEE STATION WITH SERVICE

FEEDER. SEE SHEET D5 AND

E-SHEETS FOR DETAILS.

INCIDENTAL CONSTRUCTION:

INSTALL NEW VAN-ACCESSIBLE

PARKING SIGN.

INSTALL NEW SPLICE VAULT FOR SPLICE OF

EXISTING COMMUNICATION CABLE. SEE

SHEET E2 & E5 FOR DETAILS.

BC BC BC

INSTALL NEW COMMUNICATION CABLE FROM

NEW SPLICE VAULT TO FIBERGLASS WALK-IN

ENCLOSURE. SEE E-SHEETS FOR DETAILS.

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SCALE IN FEET

53'-6"±

19'-8"

5'-0" 5'-0"

4" THICK CONCRETE SIDEWALKS (TYP.). SEE SHEET D2.

NEW CONCRETE SHALL BLEND WITH EXISTING ASPHALT

(WHERE APPLICABLE)

PLAN VIEW

UTILITY BLOCKOUT

(SEE NOTE 4)

CHASE

DOWEL SIDEWALK TO ENTRANCE WITH #4 X

12" REBAR, SPACED AT 18" O.C. (TYP. FOR

BOTH SIDES OF THE COMFORT STATIONS)

PRECAST CONCRETE FLUSH

COMFORT STATION

NOTES:

1. EACH COMFORT STATION UNIT SHALL INCLUDE:

1.1. ONE (1) FLUSH TOILET

1.2. ONE (1) SINK

1.3. TOILET PAPER DISPENSER (3-ROLL)

1.4. ONE (1) FLOOR DRAIN

1.5. ONE (1) WALL VENT

1.6. MEET ADA COMPLIANCE, INCLUDING GRAB BARS.

2. THE COMFORT STATIONS SHALL INCLUDE THE

FOLLOWING ELECTRICAL FEATURES:

2.1. ONE (1) GFCI RECEPTACLE PER UNIT

2.2. ONE (1) HAND DRYER PER UNIT

2.3. ONE (1) INTERIOR LIGHT PER UNIT & FAN

2.4. ELECTRONIC FLUSH VALVE FOR WATER CLOSET AND

SINK.

2.5. EXTERIOR LIGHTING NEAR ENTRANCE TO UNITS

2.6. SPACE TO MOUNT ONE (1) METER SOCKET - REAR OF

BUILDING - COORDINATE WITH MANUFACTURER ON

SUITABLE LOCATION ON THE BUILDING.

2.7. SPACE TO MOUNT ONE (1) CIRCUIT BREAKER PANEL

AND ONE (1) HEATER INSIDE CHASE.

2.8. SPACE ON CIRCUIT BREAKER PANEL TO ADD CIRCUIT

BREAKERS FOR RE-INSTALLED CONTROL PANELS

AND HEATERS. SEE E-SHEETS FOR DETAILS AND

PANEL DIRECTORY.

3. THE CONTRACTOR SHALL COORDINATE WITH THE

BUILDING SUPPLIER AND EXCAVATE AS NEEDED, INSTALL

UTILITIES, AND PROVIDE COMPACTED BEDDING MATERIAL

TO ACCOMMODATE THE NEW COMFORT STATIONS. THE

CONTRACTOR SHALL PERFORM FINAL BACKFILL,

COMPACTION AND GRADING AROUND THE NEW COMFORT

STATION. FINAL GRADING SHALL ENSURE POSITIVE

DRAINAGE AWAY FROM THE BUILDING IN ACCORDANCE

WITH THE DETAILS SHOWN ON SHEET D2.

4. UTILITY BLOCK OUT - THE CONTRACTOR SHALL

COORDINATE WITH THE COMFORT STATION

MANUFACTURER FOR LOCATION OF UTILITY STUB-UPS.

5. RE-INSTALL SALVAGED TRASH RECEPTACLE WHERE

SHOWN ON THE DRAWINGS. SEE SHEET D5 FOR DETAILS.

6. PROVIDE OPENING LARGE ENOUGH TO PASS MAIN

ELECTRICAL CONDUCTOR TO CIRCUIT BREAKER PANEL,

PLUS TWO OUTBOUND ELECTRICAL CONDUCTORS FROM

11'-11"± 11'-11"±

5'-0"

CONCRETE PAD FOR SALVAGED

TRASH RECEPTACLE. SEE NOTE 5.

MATCH POINT FOR NEW UTILITY

BUILDING INSTALLATION. SEE

SHEET D3 FOR DETAILS

CONCRETE PAD FOR FEE STATION. SEE

SHEET D5. ADDITIONAL DETAILS FOR

ELECTRICAL ON SHEET E2 AND E3.

4'-0"

4'-0"

ELECTRICAL FEATURES PER

UNIT. SEE NOTE 2

SEE NOTE 6

CIRCUIT BREAKER PANEL

(PANEL A). SEE E-SHEETS.

METER SOCKET

6'-9"

(TYP.)

8'-0"

(TYP.)

3'-0"

(TYP.)

4'-0"

(TYP.)

1'-0"

(TYP.)

WALL THICKNESS

4 INCHES (TYP.)

1'-6"

(TYP.)

SEE NOTE 6

PLACE GFCI NEAR PANEL "A"

SPD. SEE E-SHEETS FOR DETAILS.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 /22

:1

7 M

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(R06)

PACIFIC NORTHWEST REGION

RAINFOREST TRAILHEAD

COMFORT STATION

REPLACEMENT

OLYMPIC NATIONAL

FOREST

PACIFIC RANGER DISTRICT

COMFORT STATION

LAYOUT

08/12/2021

D1_CS.Layout.dwg

M. ALANIZ

M. ALANIZ

D. KIMBALL

D1

19 06

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4"

7"

5"

6"

NATIVE SOIL

EXISTING GROUND

CONCRETE SLAB FLOOR (COMFORT STATION)

FINISHED FLOOR (COMFORT STATION)

WALL (COMFORT STATION)

COMPACTED CRUSHED AGGREGATE BASE

GRADING "C" (6" UNDER COMFORT STATION

AND 7" UNDER CONCRETE SIDEWALKS)

1% OUTSLOPE

1/2" EXPANSION MATERIAL

3:1 SLOPE OR AS FIELD STAKED

BACKFILL

1' WIDE SHOULDER,

OUTSLOPED 2%

CONCRETE SIDEWALK

(SEE DETAIL THIS SHEET)

WIDTH VARIES AROUND

COMFORT STATION. SEE

SHEET D1

FLUSH COMFORT STATION SIDEWALK AND FLOOR ON-GRADE DETAILS (NOT TO SCALE)

(SECTION ELEVATION)

COMFORT STATION SIDEWALK AND FLOOR DETAIL (NOT TO SCALE)

(SECTION ELEVATION)

TYPICAL CONCRETE SECTION

CONCRETE SLAB WITH REINFORCING

FIBERS AND LIGHT BROOM FINISH

CRUSHED AGGREGATE BASE GRADING "C"

COMPACTED NATIVE MATERIAL OR

SATISFACTORY SOILS TAKEN FROM OTHER

CONSTRUCTION AREAS ON SITE

NOTES:

1. INSTALL CONTRACTION JOINTS 5 TO 6 FEET ON CENTER AND

EXPANSION JOINTS AT INTERSECTIONS IN CONCRETE SIDEWALKS

AND BETWEEN SIDEWALK AND COMFORT STATION BUILDING.

2. HAND-TOOLED CONTRACTION JOINT SCORELINE SHALL BE 1/3 THE

DEPTH OF THE CONCRETE SIDEWALK.

HAND TOOLED CONTRACTION JOINT EXPANSION DETAIL

1/2"R

1/2" FELT FILTER

CONCRETE WITH

REINFORCEMENT FIBERS

CONCRETE WITH

REINFORCEMENT FIBERS

SEE NOTE 2

#4 x 12" REBAR @ 18" O.C. REFER TO SHEET D1 FOR LOCATIONS.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/2 7/2

2 1 4:

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(R06)

PACIFIC NORTHWEST REGION

RAINFOREST TRAILHEAD

COMFORT STATION

REPLACEMENT

OLYMPIC NATIONAL

FOREST

PACIFIC RANGER DISTRICT

COMFORT STATION

DETAILS

08/12/2021

D2_CS.Details.dwg

M. ALANIZ

M. ALANIZ

D. KIMBALL

D2

19 07

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CONSTRUCTED

SUBGRADE

FINISH FLOOR

COMFORT STATION

CONCRETE APRON

ENCLOSURE WALL

NOTE:

1. THE ENCLOSURE SHALL BE FURNISHED AND INSTALLED BY THE

CONTRACTOR FROM POWER DESIGN INC., ODELL, OREGON; MODEL NO.

ME-1-72-2681-L1-MG, OR APPROVED EQUAL. ASSEMBLE PER

MANUFACTURER'S INSTRUCTIONS.

2. THE CONTRACTOR SHALL PREPARE SUBGRADE AND CRUSHED AGGREGATE

FOUNDATION FOR INSTALLATION OF GOVERNMENT FURNISHED UTILITY

BUILDING.

3. THE CONTRACTOR SHALL CONSTRUCT EARTHEN APRON AROUND THE NEW

ENCLOSURE. USE IMPORTED SELECT BORROW AS SHOWN BELOW (SEE PLAN

VIEW THIS SHEET).

4. THE CONTRACTOR SHALL FINISH GRADE AROUND THE ENCLOSURE AT 2:1

SLOPE.

5. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF CONDUIT PRIOR TO

POURING CONCRETE MOUNTING PAD. SEE E-SHEETS FOR DETAILS.

1/2" EXPANSION

MATERIAL AT

BUILDING

ENCLOSURE FOUNDATION DETAIL

(NO SCALE)

COMPACTED

SUBGRADE

5 TO 6" THICK CONCRETE PAD. CONNECT

ENCLOSURE TO PAD AS SHOWN BELOW.

CONNECTION DETAIL

(NO SCALE)

6 TO 6-1/2

INCHES

1 TO 2

INCHES

ENCLOSURE

WALL

3-INCH

FLANGE

5/8" ANCHOR BOLT,

NUT & WASHER

MOUNTING FLANGE

FORM STEP ON

CONCRETE PAD

COMPACTED CRUSHED AGGREGATE

BASE GRADING "C" (4 TO 5" UNDER PAD)

EXISTING GROUND

IMPORT SELECT BORROW

TO BUILD PAD AROUND &

UNDER ENCLOSURE. EST.

25 CY OF FILL NEEDED.

4 INCHES

#4 REBAR @

12" O.C. BOTH

WAYS

TRANSCLOSURE SHOWN IS MODEL NO.

ME-1-72-2681-L1-MG

ENCLOSURE PLAN VIEW

(NO SCALE)

MATCH POINT (SEE

SHEET D1). EDGE OF

CONCRETE SHALL

MATCH CORNER OF

COMFORT STATION

CONCRETE SIDEWALK

COMFORT STATION

CONCRETE APRON

(SEE SHEET D2)

CONSTRUCT 4" THICK

CONCRETE MOUNTING

PAD

5'-0"

16'-0"

5'-0"

FIBERGLASS WALK-IN ENCLOSURE

6'X6', POWER DESIGN, INC. MODEL

ME-1-72-2681-L1-MG OR APPROVED

EQUAL. ENCLOSURE DIMENSION

SHOWN IS 6' W X 6' L X 7'-9" H.

EARTHEN PAD

AROUND

ENCLOSURE

TYPICAL 3 FOOT

CORNER PANEL

12" 12" 6"6"

12"

12"

6"

6"

EDGE OF

CONCRETE

APRON

6"

1-1/2"

3"

6"

FLANGE MOUNTING BOLT & FOUNDATION

BOND DETAIL (NO SCALE)

INTERNAL FLANGE

OUTLINE

TYPICAL 3 FOOT CORNER

PANEL (4 TOTAL)

6'

ENCLOSURE

OUTLINE

3' 3'

6'

3'

3'

ANCHOR EACH PANEL W/ TWO 1/2"

DIAM. CONCRETE WEDGE ANCHORS

W/ 4" MIN. EMBEDMENT AND INSTALL

W/ STANDARD WASHER TYP. U.N.O.

#1 BC CU GROUND RING IN

FOUNDATION. BOND TO

REBAR & CONTROL PANEL

WITH COMPRESSION LUGS

TO GROUND RODS

#6 CU

BOND TO

GROUND RING

#6 CU. SEE

SHEET E8.

LP

ISB

MAIN

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/1 5/2

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(R06)

PACIFIC NORTHWEST REGION

RAINFOREST TRAILHEAD

COMFORT STATION

REPLACEMENT

OLYMPIC NATIONAL

FOREST

PACIFIC RANGER DISTRICT

FIBERGLASS WALK-IN

ENCLOSURE DETAILS

11/3/2021

D3_Utility.Bldg.dwg

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D. KIMBALL

D3

19 08

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10'-0"

MIN

18"

WATER

WATER

SEWER

SEWER

M I N

24" DESIGN

WIDTH

12"

S E

E

N O

E

E

N O

SEE NOTE 4 (TOP WIDTH PLUS 3')

TRENCH WITH 1 WATER LINE AND ELECTRIC LINE(S)

NOT TO SCALE

WATER LINE. ADD

TONING WIRE #10 PVC

TO MATCH EXISTING SURFACING WHERE

TRENCH CROSSES ROADS, PATHS OR

PARKING

AREAS

ELECTRIC LINE. NOTE: TWO LINES CAN

RUN NEXT TO EACH OTHER IN TRENCH.

SAW CUT WHERE

TRENCH CROSSES

PAVED ROAD

(BOTH SIDES)

6" WIDE DETECTABLE

MARKING TAPE

ABOVE PIPE

ZONE MATERIAL

SEE NOTE 1

PIPE ZONE MATERIAL

PIPE ZONE MATERIAL, SPECIAL BEDDING

MATERIAL, OR NON-EXCAVATED MATERIAL,

DEPENDING ON MATERIAL ENCOUNTERED

M I N

24" DESIGN

WIDTH

S E

E

N O

E

E

N O

SEE NOTE 4 (TOP WIDTH PLUS 3')

TRENCH WITH WATER OR SEWER LINE

NOT TO SCALE

WATER OR SEWER LINE

ADD TONING WIRE #10 PVC

TO MATCH EXISTING SURFACING WHERE

TRENCH CROSSES ROADS, PATHS OR

PARKING

AREAS

SAW CUT WHERE

TRENCH CROSSES

PAVED ROAD

(BOTH SIDES)

6" WIDE DETECTABLE

MARKING TAPE

ABOVE PIPE

ZONE MATERIAL

SEE NOTE 1

PIPE ZONE MATERIAL

WATER AND SEWER LINE CROSSING

NOT TO SCALE

TRENCH WITH WATER AND SEWER LINE

NOT TO SCALE

PIPE ZONE MATERIAL, SPECIAL BEDDING

MATERIAL, OR NON-EXCAVATED MATERIAL,

DEPENDING ON MATERIAL ENCOUNTERED

WATER

WATER

D4

D4

C2

C2

TRENCHING KEYNOTES:

1. WALLS SHALL BE VERTICAL FOR TRENCHES LESS THAN 5'-0" DEEP AT CENTERLINE. FOR DEPTHS GREATER THAN 5'-0", THE WALLS SHALL BE LAID BACK TO MEET APPLICABLE

SAFETY STANDARDS.

2. IF BOTTOM OF TRENCH IS UNSATISFACTORY BEDDING MATERIAL, A MINIMUM OF 6" OF PIPE-ZONE MATERIAL OR IMPORTED SPECIAL BEDDING SHALL BE USED DEPENDING ON

MATERIAL ENCOUNTERED. IF SOIL IS OF A UNIFORM TEXTURE MEETING PIPE-ZONE MATERIAL SPECIFICATIONS, THIS NEED NOT BE EXCAVATED. FOR SEWER LINE, ROUND

TRENCH SO BOTTOM HALF OF CIRCUMFERENCE OF THE PIPE WILL REST ON UNDISTURBED SOIL.

3. REQUIRED DEPTH OF PIPE ZONE MATERIAL VARIES WITH TYPE OF PIPE. SEE SPECIFICATIONS TO DETERMINE IF OTHER THAN 12" IS REQUIRED OVER TOP OF PIPE.

4. IN AREAS WHERE TRENCH RESURFACING IS REQUIRED, THIS INDICATES MAXIMUM PAY WIDTH ALLOWED.

5. MAINTAIN 12" MINIMUM HORIZONTAL SEPARATION BETWEEN UTILITY LINES IN THE SAME TRENCH.

6. UTILITY LINES SHALL BE BURIED A MINIMUM OF 30 INCHES UNLESS OTHERWISE NOTED.

6. WRAP ALL BURIED, NON-METALLIC PIPE WITH TRACER WIRE. WHERE POSSIBLE, ATTACH TRACER WIRE TO OBJECTS OR STRUCTURES ABOVE GRADE (SEE SPECIFICATION

SECTION 312000).

7. FOR TRENCHES WITH ONLY A WATER UTILITY LINE, REDUCE TRENCH WIDTH TO 24" AND CENTER PIPE IN TRENCH. PARALLEL INSTALLATION:

- NORMAL CONDITIONS: THE INSIDE EDGE OF A WATER LINE SHALL

BE LAID AT LEAST 10 FEET HORIZONTALLY FROM THE INSIDE EDGE

OF ANY SANITARY OR STORM SEWER, MANHOLE, OR TANK.

- UNUSUAL CONDITIONS: WHEN LOCAL CONDITIONS PREVENT A

HORIZONTAL SEPARATION OF 10 FEET, AND WHEN APPROVED BY

THE ENGINEER, THE INSIDE EDGE OF A WATER MAIN MAY BE LAID A

MINIMUM OF 5 FEET FROM THE INSIDE EDGE OF A SEWER

PROVIDED THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18

INCHES HIGHER THAN THE TOP OF THE SEWER (SEE DETAIL 4, THIS

SHEET), AND THE WATER MAIN IS LAID IN A SEPARATE TRENCH OR

ON AN UNDISTURBED EARTH SHELF.

CROSSINGS:

- NORMAL CONDITIONS: WHENEVER POSSIBLE, THE BOTTOM OF THE

WATER MAIN SHALL BE AT LEAST 18 INCHES HIGHER THAN THE TOP

OF THE SEWER.

- IF CROSSING IS NEEDED, WATERLINE MUST BE SLEEVED 10 FEET

ON BOTH SIDES, AND THE ENDS SHALL BE CAPPED.

- UNUSUAL CONDITIONS: IF A WATER MAIN MUST CROSS UNDER A

SEWER, THE TOP OF THE WATER MAIN SHALL BE AT LEAST 18

INCHES LOWER THAN THE BOTTOM OF THE SEWER. THE WATER

MAIN PIPE SHALL BE CENTERED AT THE CROSSING SO THAT THE

JOINTS ARE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE

SEWER. ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED

FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF THE

SEWER AT THE CROSSING. INCLUDE BACKFILLING THE ENTIRE

UTILITY CROSSING AREA WITH CONCRETE.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/2 8/2

2 1 6:

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DW

G;

(R06)

PACIFIC NORTHWEST REGION

RAINFOREST TRAILHEAD

COMFORT STATION

REPLACEMENT

OLYMPIC NATIONAL

FOREST

PACIFIC RANGER DISTRICT

UTILITY TRENCH

DETAILS

08/17/2021

D4_Trenching.Details.dwg

M. ALANIZ

M. ALANIZ

D. KIMBALL

D4

19 09

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PROJECT NAME

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0'-11"

TYPICAL CONCRETE SECTION

CONCRETE SLAB (5" THICK) WITH

REINFORCING FIBERS AND LIGHT

BROOM FINISH

CRUSHED AGGREGATE BASE

(6" THICK) GRADING "C"

COMPACTED NATIVE MATERIAL

OR SATISFACTORY SOILS TAKEN

FROM OTHER CONSTRUCTION

AREAS ON SITE

PLAN VIEW

5" THICK CONCRETE

PAD

FRONT OF RECEPTACLE

ANIMAL RESISTANT

TRASH RECEPTACLE

0'-11"

1'-0"

5'-0"

5'-0"

NOTES:

1. REFER TO THIS SHEET FOR CONCRETE DETAIL.

2. SALVAGE AND RE-INSTALL TRASH RECEPTACLE ALREADY ONSITE.

3. SECURE RECEPTACLE PER MANUFACTURER'S SPECIFICATION.

OBTAIN MAKE AND MODEL ONSITE.

4. ANCHOR BOLTS SHALL BE INSTALLED WITH EXPANSION SHIELDS.

4'-0"

3'-0"9.5"

9.5"

4.75"

FRONT

PLAN VIEW

8" THICK CONCRETE

PAD

CONDUIT

EMBED 5/8 -11 X 8"

L-HOOK ANCHOR

BOLT (4 TOTAL)

30"

STAINLESS STEEL

CROSSBAR, PLACED

ALONG BOTH SIDES

8"

ELEVATION VIEW

2 TO 3"

STAINLESS STEEL

CROSSBAR

STAINLESS STEEL

CROSSBAR

FEE STATION, VENTEK

INT'L MODEL 600

PEDESTAL

14"

RGC CONDUIT WITH CONDUCTOR

FROM PANEL "A" AND PROVIDE A

30ma GFEP CIRCUIT BREAKER IN

PANEL "A"

HOOK UP NEW CONDUCTOR AND CONDUIT

TO FEE STATION IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS

STAINLESS STEEL PEDESTAL

MOUNTING HARDWARE:

(4) 5/8"-11 HEX NUT

(4) 5/8" SAE FLAT WASHER

(4) 5/8" LOCK WASHER

NOTES:

1. ADJUST REBAR SPACING (PLACEMENT)

TO AVOID CROSSBAR OR CONDUIT.

THICKENED SLAB, 12" WIDE

X 30" LONG X 14" DEEP

EMBED CROSSBAR INTO

BOTTOM OF THICKENED

SLAB (TYP.)

PLACE EXPANSION

JOINT ALONG THESE

EDGES

PLACE EXPANSION

JOINT ALONG THESE

EDGES

4" AGGREGATE BASE,

GRADING "C"

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/2 8/2

2 1 6:

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S.

DW

G;

(R06)

PACIFIC NORTHWEST REGION

RAINFOREST TRAILHEAD

COMFORT STATION

REPLACEMENT

OLYMPIC NATIONAL

FOREST

PACIFIC RANGER DISTRICT

TRASH RECEPTACLE AND

FEE STATION DETAILS

04/05/2022

D5_Site.Features.dwg

M. ALANIZ

M. ALANIZ

D. KIMBALL

D5

19 10

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TRASH RECEPTACLE AND CONCRETE PAD (NO SCALE)

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FEE STATION AND CONCRETE PAD (NO SCALE)

V A

R I E

S

6"

1"

CLEAN OUT

NOT TO SCALE

COVER

THREADED PLUG

CONCRETE BASE

CLEANOUT BOX

CLEANOUT ADAPTER

ADAPTER

WYE

IF AT TERMINUS OF SEWER

PLUG AND BAND OR GROUT

FLOW

SEWER LINE

2'-0"

SQUARE

P1

CURB BOX

PLUG STYLE WITH STANDARD PENTAGON

BOLT LOCKING TYPE LID

WITH EACH VALVE 1-1/4" OR SMALLER

THAT IS PROVIDED WITH A CURB BOX.

MINNEAPOLIS PATTERN.

VALVES AND CURB BOXES TWO INCHES AND SMALLER

NOT TO SCALE

VALVES 2"

AND SMALLER

SHUT-OFF

ROD

FURNISH ONE KEY FOR EACH FIVE

(OR FRACTION THEREOF) CURB

BOXES. REQUIRED ON CURB VALVES

1-1/4" AND GREATER. TOTAL LENGTH

IS FIELD DETERMINED BY VALVE

BURY DEPTH.

UNION

CURB

BOX

(GROUND)

UNION

CURB

BOX

(ROAD/CONCRETE)

GALVANIZED STEEL COUPLING TO FIT

MINNEAPOLIS THREADS.

GALVANIZED STEEL PIPE, ADJUST HEIGHT AS

NEEDED. NOT TO BE USED IN ROADWAYS.

GALVANIZED STEEL CAP

4"

NOTES:

- FOR INSTALLATION IN ASPHALT OR CONCRETE

MATERIALS, INSTALL TOP OF CURB BOX LEVEL

WITH FINISH GRADE. FOR GROUND

INSTALLATION, INSTALL CURB BOX 4" ABOVE

GROUND LEVEL.

UNION

P1

M

I N

24 MESH BRASS, BRONZE, OR STAINLESS

STEEL SCREEN

GALV. STEEL UNION

MIN 2 SQ FT OF SPLASH PAD.

USE CLEAN COBBLE OR

RUBBLE ROCK, 4-6 IN SIZE

NOTES:

- EXTEND DRAIN LINE TO DAYLIGHT.

- THE LAST 10' OF DRAIN LINE SHALL BE

GALVANIZED STEEL PIPE. MATCH

MATERIAL AND DIAMETER OF WATER

LINE.

- EXCAVATE BELOW DRAIN OUTLET TO

PROVIDE 12" AIR GAP

DAYLIGHT DRAIN WITH RODENT PROOF DRAIN OUTLET

NOT TO SCALE

STAINLESS STEEL PIPE

CLAMPS. 2 REQUIRED.

WRAP WITH NO. 24 STAINLESS STEEL WIRE

MESH AROUND SUCTION STRAINER

GALVANIZED STEEL SUCTION STRAINER WITH

3/8" STRAINER HOLES. SEE TABLE FOR SIZE.

10' GSP

ALTERNATE CONFIGURATION

PIPE SIZE

SUCTION

STRAINER

DIAMETER

1" 5"

1-1/2" 5"

2" 6"

3" 7"

4" 7"

6" 9"

P1

SEWER NOTES:

- BENDS GREATER THAN 45 DEGREES SHALL BE PERFORMED WITH MORE THAN ONE FITTING.

- SEALED FITTINGS MUST BE 4" DEEP AT EACH CONNECTION, AND SHALL BE SEALED WITH PRIMER AND

GLUE AS SPECIFIED.

- ALL CONNECTIONS FROM THE BUILDING SEWER TO THE SERVICE LATERAL ARE TO BE MADE WITH PVC

SCHEDULE 80 SLIP JOINT "WYE" .

- THE MINIMUM FILL DEPTH OVER THE TOP OF THE PIPE SHALL BE AT LEAST 30 INCHES.

- SERVICE LATERAL AND BUILDING SEWER LINES SHALL BE CONSTRUCTED OF PVC SCHEDULE 40 SLIP

JOINT PIPE (FOUR (4) INCH DIAMETER), TO MATCH EXISTING.

- 20' LONG SEGMENTS WITH BELL END WILL BE PRIMARILY USED, UNLESS APPROVED BY COR

- NOT ALL FITTINGS SHOWN FOR CLARITY. CONFIGURATION MAY VARY.

- SEWER LATERALS TO HAVE A MINIMUM 1/8" PER FOOT SLOPE.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/6 /22

:2

9 M

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(R06)

PACIFIC NORTHWEST REGION

RAINFOREST TRAILHEAD

COMFORT STATION

REPLACEMENT

OLYMPIC NATIONAL

FOREST

PACIFIC RANGER DISTRICT

WATER AND SEWER

DETAILS

08/17/2021

P1_Waterline.Features.dwg

M. ALANIZ

M. ALANIZ

D. KIMBALL

P1

19 11

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CHASE

MEN

WOMEN

COVERED

PORCH

COVERED

PORCH

U

E

U

E

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U E

U E

U E

U

E

U

E

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B C

B C

DEMOLITION KEYNOTES

DISCONNECT ELECTRICAL LINE FROM EXISTING

COMFORT STATION AND COIL EXISTING SERVICE

FEEDER LINE UNDER COORDINATION WITH GHPUD.

THE EXISTING ELECTRICAL METER TO BE REMOVED

BY GHPUD PRIOR TO CONSTRUCTION.

3 REMOVE AND DISPOSE SAFETY SWITCH PANEL

REMOVE AND SALVAGE PUMP STATION ALARM

STROBE AND HORN FOR REUSE.

REMOVE AND DISPOSE EXISTING CIRCUIT BREAKER

PANEL.

REMOVE AND SALVAGE DUPLEX PUMP STATION

CONTROL PANEL FOR REUSE (MAIN).

DISCONNECT AND CAP CABLES FROM COMFORT

STATION (MAIN CONTROL PANEL) TO THE PUMP

STATION.

REMOVE AND SALVAGE FLOAT AND ALARM ENCLOSURE

FOR REUSE

9 REMOVE AND DISPOSE TIMER PANEL.

DISCONNECT COMMUNICATION CABLE AT SPLICE

VAULT AND COMFORT STATION.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/1 5/2

2 1 6:

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EM

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(R06)

PACIFIC NORTHWEST REGION

RAINFOREST TRAILHEAD

COMFORT STATION

REPLACEMENT

OLYMPIC NATIONAL

FOREST

PACIFIC RANGER DISTRICT

ELECTRICAL

DEMOLITION

08/19/2021

E1_Elec.Demo.dwg

M. ALANIZ

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19 12

EXISTING SECONDARY PUMP STATION

PANELS AND LIGHT TIMER PANEL.

EXISTING ELECTRICAL METER AND TRANSFER SWITCH

PANEL DOCUMENT CIRCUITRY FROM ELECTRICAL METER

PRIOR TO DEMOLITION.

EXISTING PUMP STATION ALARM SYSTEM. DOCUMENT

CIRCUITRY TO MAIN CONTROL PANEL AND ALARM PANEL

PRIOR TO DEMOLITION.

PUMP STATION CONTROL PANEL WITH

SECONDARY PANELS. DOCUMENT CIRCUITRY

TO PANELS, PUMP STATION AND SPLICE BOX

PRIOR TO DEMOLITION.

EXISTING CIRCUIT BREAKER PANEL

GENERAL NOTES:

1. PRIOR TO DEMOLITION, THE CONTRACTOR SHALL DOCUMENT

THE EXISTING CIRCUITRY, AND VERIFY AGAINST PROPOSED

CIRCUITRY SHOWN ON SHEET E2 & E3.

EXISTING BUILDING FLOOR PLAN

NOT TO SCALE:

SPLICE VAULT INTERIOR SHOWING COMMUNICATION CABLE

FROM FORCE MAIN ALONG THE SOUTH SHORE ROAD.

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S S

S S

S S

S

S

S

S

S

S

S

S

S

B

C

B

C

B

C

B

C

B

C

B

C

B

C

B

C

B

C

B

C

B

C

PER MANUFACTURER'S

INSTALLATION

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/1 6/2

2 1 3:

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AL

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(R06)

PACIFIC NORTHWEST REGION

RAINFOREST TRAILHEAD

COMFORT STATION

REPLACEMENT

OLYMPIC NATIONAL

FOREST

PACIFIC RANGER DISTRICT

ELECTRICAL SITE

PLAN

08/19/2021

E2-E3_Elec.General.dwg

S. SICHAU

M. ALANIZ

D. KIMBALL

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19 13

KEYNOTES

COORDINATE RECONNECTION OF SERVICE CONDUCTOR FROM TRANSFORMER WITH

PUBLIC UTILITY, 3#2/0 AWG IN 2-1/2" PVC. PLACE LINE IN RIGID GALVANIZED CONDUIT AND

EXTEND TO NEW METER SOCKET.

NEW METER SOCKET RING, 100A NEMA 4X SS; INSTALLED BY PUBLIC UTILITY. COORDINATE

INSTALLATION WITH PUBLIC UTILITY.

NEW 100-AMP, 2-POLE CIRCUIT BREAKER PANEL (DESIGNATED AS PANEL "A"), INSTALLED

BY COMFORT STATION (TOILET) MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET.

3#6 (P) & 1#8 (G) XHHW POWER CONDUCTOR IN 1-1/2-INCH RGC-PVC; FROM PANEL "A" TO

MAIN CONTROL PANEL. PROVDE 60A, 2 POLE BREAKER IN PANEL "A" FOR PUMP STATION..

NEW COMMUNICATION CABLE IN 1-1/2" PVC SCH 80 CONDUIT, FROM SPLICE VAULT TO LP

(ALARM) PANEL. USE 12 PR, 22 AWG OSP CABLE. SEE SHEET E3 AND E5 FOR DETAILS. SEE

SPECIFICATIONS FOR CABLE AND SPLICE DETAILS.

INSTALL NEW SPLICE VAULT FOR NEW CONTROL CABLE TO EXISTING 12 PR, 22 AWG OSP

CONTROL CABLE. CUT BACK EXISTING CONDUIT AND CONTROL CABLE 15' TO ALLOW SLACK

FOR NEW CONTROL CABLE SPLICE. SEE SHEET E5 FOR DETAILS.

7 RE-INSTALL SALVAGED ALARM HORN AND STROBE ON NEW TOILET.

5#12 (P) XHHW IN 1/2-INCH RGC-PVC, FROM MAIN CONTROL PANEL TO ALARM HORN AND

3#12 (P) XHHW IN 1/2-INCH RGC-PVC FROM HORN TO STROBE.

6#10 (P) & 1#10 (G) AWG XHHW IN 1-INCH RGC-PVC, POWER FROM MAIN POWER TO PUMP #1

& #2.

11#12 AWG XHHW IN 1-INCH RGC-PVC, FOR FLOAT WIRES FROM ISB (FLOAT) PANEL TO

PUMP STATION.

PROVIDE POWER FOR PUMPS AND WIRING TO FLOATS BY CUTTING CONDUITS 10 FEET

FROM PUMP STATION TRANSCLOSURE. SEE SHEET E4 FOR DETAILS.

2#2 (P), 1#2 (N) XHHW AWG FROM METER TO PANEL "A", PLACED IN 2" RGC-PVC.

CONNECTION FROM BREAKER PANEL TO NEW FEE STATION, USING 3#12 XHHW (P) IN 1/2"

PVC CONDUIT. PROVIDE 20A, 1-POLE, 30ma GFEP BREAKER IN PANEL "A".

FEE STATION, VENTEK INTERNATIONAL MODEL 600 OR APPROVED EQUAL.

GROUNDING WIRE, #3 COPPER WITH TWO (2) - 3/4" X 10' COPPER CLAD GROUND RODS,

SPACED 6 FEET APART AND 1 FOOT BELOW GRADE. SEE SHEET E5.

3#12 (P) THWN IN 1/2-INCH INTERMEDIATE METAL CONDUIT, FROM MAIN CONTROL PANEL

(LINE 144) TO HEATER.

INSTALL NEW WALL HEATER (H-1), 120 VC / 500 W UNIT; QMARK WHT500 OR APPROVED

EQUAL. BOLT HEATER TO WALL OF COMFORT STATION USING STAINLESS STEEL

CONCRETE ANCHORS.

INTERIOR CIRCUITRY.

SEE SHEET E3

GENERAL NOTES:

1. TOILET MANUFACTURER SHALL BE RESPONSIBLE

FOR PLACING THE NEW CIRCUIT BREAKER BOX.

GHPUD SHALL BE RESPONSIBLE FOR INSTALLING

THE NEW METER. COORDINATE WITH GHPUD FOR

INSTALLATION OF NEW METER, OBTAINING ALL

REQUIRED PERMITS AND APPLICATIONS,

SCHEDULING INSPECTIONS, AND CONNECTION OF

SERVICE LINE TO THE NEW METER. ALL FEES

REQUIRED FROM GHPUD SHALL BE PAID BY THE

CONTRACTOR. ARRANGE TO HAVE BREAKERS

INSTALLED BY TOILET MANUFACTURER AS NOTED

WITH (***).

2. ALIGNMENTS FOR NEW CIRCUITS ARE

APPROXIMATE. INSTALL NEW CIRCUITS AROUND

EXISTING UTILITIES AND NEW WATER/

WASTEWATER REQUIRED FOR THE COMFORT

STATION. MINIMAL BURIAL DEPTH SHALL BE 30

INCHES.

3. FIELD VERIFY EXISTING CONDUITS TO DETERMINE

WHERE THEY ENTER EXISTING PUMP STATION.

ENTRIES FOR NEW CONDUIT ARE SHOWN

APPROXIMATE AND NEW CONSTRUCTION SHALL

MATCH EXISTING ENTRIES.

EXISTING GRINDER PUMP

STATION W/ 2 PUMPS

ELECTRICAL LAYOUT

PLAN VIEW

FEET

10'

5'

2.5'

PLAN VIEW SCALE

PLACE ALL CIRCUITRY

IN THE SAME TRENCH

WITH NEW SEWER LINE.

PAY STATION

ELEVATION VIEW

14 STAINLESS STEEL

CROSSBAR, PLACED FOR

ANTI-THEFT ALONG BOTH

SIDES OF PAY STATION

S A

ONE-LINE SCHEMATIC

S/N

G

M

TO EXISTING

TRANSFORMER

PANEL A (ASSEMBLED BY

TOILET MANFUACTURER )

V

V

SEE GENERAL NOTE 3 AND

SHEET E4 FOR PENETRATION

INTO EXISTING PUMP STATION.

D

METER AND ALARM ELEVATION VIEW

NOT TO SCALE

DOOR

A

S

FROM MAIN

CONTROL PANEL

MOUNT STATION TO

CONCRETE PAD. SEE

SHEET D5.

EXISTING CONTROL CABLE,

PLACE INSIDE NEW PVC

SCH 80 CONDUIT

EXISTING

SPLICE VAULT

GROUND TO

WATER PIPING

PUMP CONTROLS***

CKT

HAND DRYER RM #4

RESTROOM GFCI OUTLET RM #4

RESTROOM LIGHT & FAN RM #4

HAND DRYER RM #2

RESTROOM GFCI OUTLET RM #2

RESTROOM LIGHT & FAN RM #2

LOAD DESCRIPTION

1,140

1,140

2,500

2,500

W C.B.

CKT

CHASE GFI OUTLET

HAND DRYER RM #3

RESTROOM GFCI OUTLET RM #3

RESTROOM LIGHT & FAN RM #3

HAND DRYER RM #1

RESTROOM GFCI OUTLET RM #1

RESTROOM LIGHT & FAN RM #1

***FEE STATION 30ma GFEP

LOAD DESCRIPTIONWC.B.

1,140

1,140

A B

LOAD (W)

2,280

2,750

2,750

2,280

PANEL "A" SCHEDULE

PANEL "A"

(INSIDE CHASE)

COORDINATE WITH TOILET MANUFACTURER TO RUN CONDUIT

13 INTO CHASE BY EITHER (1) ADD "LB" INSTALLED IN WALL TO

RUN CONDUIT THROUGH THE WALL (PREFERRED); OR (2) ADD

PUNCHOUT IN THE FLOOR TO RUN CONDUIT UNDER THE

FLOOR

ALTERNATIVE 2: RUN 4 12

THROUGH TOILET FLOOR

SLAB

H-1

EXTERIOR LIGHTS 56 20

SPD***

23 FAUCET & TOILET SOLENOIDS

CHASE LIGHT AND FAN

***CHASE HEATER (H-1)

MOUNT "SPD" NEXT

TO PANEL "A"

GROUNDING SYSTEM AT

TRANSCLOSURE. AND

PANEL "A". REFER TO

SHEETS D3, E3, & E8.

MOUNT "SPD" NEXT

TO PANEL "A"

#1 CU GROUND

GROUND RING

AROUND

TRANSCLOSURE

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