Attachment 3 - REVISED Maps and Drawings V2.pdf

14 MB Posted

Attached to
Phase 1 4FL Forest Housing Deferred Maintenance
Solicitation number
1240LT24R0063
Issued by

About this file

Written by GovTribe AI ·

This document appears to be Attachment 3 - REVISED Maps and Drawings V2.pdf, which is related to the federal contract opportunity for the Phase 1 4FL Forest Housing Deferred Maintenance project.

The key details are:

  • The United States Forest Service has a need for the completion of the Phase 1 4FL Forest Housing Deferred Maintenance project located on Payette National Forest.
  • This is a 100% Small Business Set-Aside opportunity.
  • A site visit will be held on August 27, 2024 at 12:00 PM Mountain Time at the Krassel Yard on Forest Service Property in McCall, UT.
  • The project is located in T.18N., R.3E., Section 8, Boise Meridian in Valley County.
  • The point of contact is Samuel Thompson at samuel.thompson@usda.gov.

View the file

Other files

File Type Posted
1240LT24R0063-0004 Solicitation Cancellation.pdf PDF
1240LT24R0063-0003 SF30 Phase 1 - 4FL Forest Housing DM.pdf PDF
Attachment 2 - REVISED Statement of Work (SOW) 6-12-2024.pdf PDF
Site Visit Sign In Sheet.pdf PDF
1240LT24R0063-0003 SF30 Phase 1 - 4FL Forest Housing DM.pdf PDF
Attachment 2 - REVISED Statement of Work (SOW) 6-12-2024.pdf PDF
1240LT24R0063-0002 SF30 Phase 1 - 4FL Forest Housing Deferred Maintenance.pdf PDF
1240LT24R0063 SF30 Phase 1 - 4FL Forest Housing Deferred Maintenance.pdf PDF
Attachment 1 - REVISED Schedule of Items (SOI) - 12SEP24.xlsx XLSX spreadsheet
Attachment 3 - Maps and Drawings.pdf PDF
Attachment 4 - Specifications.pdf PDF
1240LT24R0063 SF1442 Phase 1 - 4FL Forest Housing Deferred Maintenance.pdf PDF
Attachment 1 - Schedule of Items (SOI).pdf PDF
Attachment 5 - Wage Determination ID20240063 1-12-2024.pdf PDF
Attachment 2 - Statement of Work (SOW).pdf PDF
Show all 15

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FOREST LOCATION

VICINITY MAP

SHEET OF

United States Department of Agriculture

Forest Service

1 36

APPROVED:

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

9/1 3/2

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GAOA McCALL AREA HOUSING

PHASE 1 (UTILITIES)

PROJECT LOCATION

PROJECT SITE

McCALL, IDAHO

IDAHO

VALLEY COUNTY

R4 INTERMOUNTAIN REGION

PAYETTE NATIONAL FOREST

THE PROJECT IS LOCATED WITHIN THE CITY OF McCALL IDAHO AT 500 NORTH MISSION STREET

ON FOREST SERVICE PROPERTY (FOREST SERVICE HOUSING). IT IS WITHIN THE PAYETTE

NATIONAL FOREST IN VALLEY COUNTY. LOCATED IN T.18N., R.3E., SECTION 8 BOISE MERIDIAN.

INDEX OF SHEETS

SHE

ET

DWG SHEET TITLE

1 G1 COVER SHEET

2 G2 INDEX OF SHEETS - PROJECT DESCRIPTION

3 C00 GENERAL SITE NOTES AND LEGEND

4 C01 EXISTING CONDITIONS - DEMOLITION PLAN

5 C02 SITE PLAN

6 C03 SITE PLAN - ROAD PLAN & PROFILE

7 C04 SITE PLAN - WATER PLAN & PROFILE

8 C05 SITE PLAN - SEWER PLAN & PROFILE

9 D01 TYPICAL ROAD CROSS-SECTIOIN

10 D02 DETAILS - WATER UTILITIES

11 D03 DETAILS - WATER UTILITIES

12 D04 DETAILS - SEWER UTILITIES

13 D05 DETAILS - SEWER UTILITIES

14 A1.01 FOUNDATION PLAN

15 A1.02 FLOOR PLAN

16 A1.03 ROOF PLAN

17 A2.01

ELEVATIONS, NORTH AND EAST

18 A2.02

ELEVATIONS, SOUTH AND WEST

19 A3.01 SECTION VIEW

20 A3.02 SECTION VIEW

21 A4.01 INTERIOR ELEVATIONS

22 A5.01 FOUNDATION DETAILS

23 A5.02 FOUNDATION DETAILS

24 A7.01 SCHEDULES AND DETAILS

25 A7.02 ROOF DETAILS

26 S1.00 STRUCTURAL NOTES

27 S1.01 STRUCTURAL ROOF PLAN

28 S2.01 STRUCTURAL DETAILS

29 S2.02 STRUCTURAL DETAILS

30 XX NOT UTILIZED

31 P1.01 PLUMBING PLANS

32 E100 UPSTAIRS ELECTRIC DEMOLITION

33 E200 UPSTAIRS ELECTRIC AND DISTRIBUTION SYSTEM

34 E210 BASEMENT SWITCHBOARD REPLACEMENT

35 E300 SWITCHBOARD HOUSE KEEPING PADS

36 E400 LAUNDRY BUILDING ELECTRIC

A. THIS PROJECT INCLUDES INSTALLATION OF NEW SITE UTILITIES FOR FUTURE

BARRACKS BUILDINGS ALONG WITH DEMOLITION OF ONE LAUNDRY BUILDING. THIS

PROJECT ALSO CONSISTS OF CONSTRUCTING A NEW LAUNDRY BUILDING AT THE

MCCALL AREA HOUSING SITE ON THE PAYETTE NATIONAL FOREST.

B. BASE BID: THE WORK INCLUDES:

1. CONSTRUCTING CONSTRUCTION ACCESS, BURIED HDPE WATERLINES, NEW WATER

METER, SANITARY SEWER LINES AND ELECTRICAL LINES.

C. OPTIONAL WORK THAT MAY BE AWARDED INCLUDES ALL WORK DESCRIBED ABOVE

ASSOCIATED WITH:

OPTIONAL BID ITEM A: CONSTRUCT LAUNDRY BUILDING. THE CONSTRUCTION WORK

WILL INCLUDE INCLUDING CONCRETE FOOTINGS, FOUNDATION AND SLAB, WOOD

FRAMING, SHEATHING, TRUSSES, WEATHER BARRIERS, FIBER-CEMENT SIDING AND

SOFFIT, SHEET METAL ROOFING AND TRIM, INSULATION, SEALANTS, INSULATED

HOLLOW METAL DOORS AND HARDWARE, FIBERGLASS FRAMED WINDOWS,

CERAMIC TILE, FRP, GYPSUM BOARD, PAINTING, COATINGS, TOILET ACCESSORIES,

APPLIANCES, PLUMBING, FIXTURES, INSTANTANEOUS WATER HEATERS, FANS,

DUCTWORK, HEATERS, WIRING, LIGHTS, GROUNDING, AND POWER. THIS OPTION

ALSO INCLUDES THE DEMOLITION OF THE EXISTING LAUNDRY FACILITY AS SHOWN

ON THE PLANS

OPTIONAL BID ITEM B: INSTALLATION OF ELECTRICAL & COMMUNICATION FEEDERS

FOR (4) FUTURE BARRACKS

PROJECT DESCRIPTION

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

9/1 3/2

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R4

INTERMOUNTAIN REGION

GAOA McCALL

AREA HOUSING

PHASE 1

(UTILITIES)

PAYETTE NATIONAL

FOREST

McCALL RANGER DISTRICT

PROJECT DESCRIPTION

6/03/2024

R. ALLEN

R. ALLEN

R. ANDERSON

FINAL

G2 2 36

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DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

9/1 3/2

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(RXX)

REGION NAME

GAOA McCALL

AREA HOUSING

UPGRADES

PHASE 1

(UTILITIES)

PAYETTE NATIONAL

FOREST

McCALL AREA HOUSING

GENERAL SITE NOTES

AND LEGEND

02/28/2024

R.ANDERSON

R.ANDERSON

S.BINGHAM

C-00 3 36

GENERAL NOTES:

1. AN EXTENSIVE EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY LINES FROM

RECORDS AND EVIDENCE IN THE FIELD, HOWEVER, THE COMPLETENESS OR ACCURACY OF THE

LOCATIONS SHOWN CANNOT BE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR

ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES. ANY LOCATION STAKED OR SHOWN IS

APPROXIMATE. CALL 811 TO HAVE UTILITIES MARKED BEFORE BEGINNING CONSTRUCTION. IF

CONFLICTS ARE FOUND, NOTIFY THE CONTRACTING OFFICER.

2. INFRASTRUCTURE SUCH AS: ELECTRICAL, SEWER, WATER AND PHONE LINES EXIST. THE

CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE TO

LOCATE, PRESERVE, AND INTERRUPT ANY OF THE CURRENT SERVICES.

3. ALL CLEARING AND GRUBBING SHALL CONFORM TO SECTION 311000 IN THE SPECIFICATIONS. ALL

NON-SALVAGEABLE MATERIAL SHALL BE DISPOSED OF AT AN APPROVED LANDFILL.

4. CONTRACTOR SHALL MINIMIZE OUTAGES AND ACCESS DISTURBANCE TO THE EXISTING

FACILITIES. ALL DISRUPTIONS TO THE EXISTING FACILITIES MUST BE COORDINATED THROUGH

THE C.O.R.

5. DO NOT REMOVE OR DAMAGE ANY TREES UNLESS IT IS SPECIFICALLY DESIGNATED TO BE

REMOVED.

6. CONTRACTOR SHALL COORDINATE WITH THE CITY AND OBTAIN NECESSARY PERMITS FOR WORK

PERFORMED WITHIN THE STREET RIGHT OF WAY.

7. STAKING WILL BE COMPLETED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING

OFFICER'S REPRESENTATIVE.

8. THE CONTRACTOR SHALL FINISH GRADE THE SITE TO DRAIN AS SHOWN ON THE DRAWINGS. THE

PROPOSED CONTOURS ARE GENERALIZATIONS AND MAY BE ADJUSTED BASED ON ACTUAL FILL

MATERIAL AVAILABLE AND AS APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

9. CONCRETE SIDEWALKS AND SLABS NEXT TO BUILDINGS SHALL BE SLOPED TO DRAIN AWAY FROM

THE BUILDING AT A MINIMUM OF 2 PERCENT.

10. ALL CUT AND FILL SLOPES SHALL BE SLOPED AT 3:1 UNLESS OTHERWISE INDICATED ON THE

PLANS.

WATER AND SEWERLINE NOTES

11. BURY WATERLINE A MINIMUM OF 48 INCHES TO TOP OF PIPE.

12. THE MINIMUM ALLOWABLE BENDING RADIUS FOR HDPE PIPE IS 30 TIMES THE NOMINAL PIPE

DIAMETER.

NOM. PIPE DIA. MIN. BENDING RADIUS

1" 2'-6"

2" 5'-0"

3" 7'-6"

4" 10'-0"

6" 15'-0"

16. INSTALL THE WATER LINES ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL

REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS.

17. CLEARING LIMITS SHALL BE 5 FEET MAXIMUM ON BOTH SIDES OF THE UTILITY TRENCH. THE

CONTRACTOR SHALL USE CAUTION AND AVOID DAMAGE TO TREES AND VEGETATION. THE

CONTRACTOR SHALL CONFINE ALL OPERATIONS AND ACTIVITIES TO WITHIN THE CLEARING

LIMITS.

18. CONNECTIONS BETWEEN NEW AND EXISTING WATERLINES SHALL BE INSTALLED IN MANNER

RECOMMENDED BY THE PIPE MANUFACTURER AND APPROVED BY THE CONTRACTING OFFICER.

COMPRESSION-TYPE FITTINGS ARE NOT ALLOWED.

19. WHERE UTILITY LINES CROSS ASPHALT ROADS, SAW CUT AND REPAIR WITH HOT ASPHALT MIX.

SEE TRENCHING DETAIL, SHEET D4

20. INSTALL THRUST BLOCKS FOR ALL 4" AND LARGER WATERLINES ATALL TEES AND WHERE

CHANGES IN DIRECTION GREATER THAN 45 DEGREES.

21. WHERE NEW WATERLINES INTERSECT SEWERLINES, THE NEW WATERLINES SHALL BE INSTALLED

ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, SEE PIPE SEPARATION

DETAIL, SHEET D4..

ELECTRIC AND COMM NOTES

29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING ELECTRICAL AND

COMMUNICATIONS AS NOTED HERE AND PROTECTING LINES AS NOTED.

30. THESE SITE PLANS DO NOT SHOW MOST OF THE ELECTRICAL AND COMMUNICATIONS. THE

CONTRACTOR IS RESPONSIBLE FOR LOCATING, AND FOR COORDINATING ELECTRICAL WORK

WITH THE POWER COMPANY.

31. SEE ELECTRICAL DRAWINGS FOR DESCRIPTION OF HOW ELECTRICAL IS FED FROM THE EXISTING

SERVICE SWITCHBOARD (REMOVE ALL ABANDONED, COORDINATING WITH THE POWER COMPANY

FOR TWO NEW 600 AMP SERVICES).

32. EXISTING PHONE SERVICE IS GOVERNMENT OWNED. COORDINATE WITH THE CONTRACTING

OFFICER FOR DISCONNECTION OF LINES BEFORE CONTRACTOR REMOVAL. SEE ELECTRICAL

DRAWINGS FOR DESCRIPTION.

33. EXISTING INTERNET SERVICE IS SPARKLIGHT (866-518-8503), THIS IS NOT GOVERNMENT

PROPERTY, SERVES ONLY 16 PERSON BUNKHOUSE. COORDINATE WITH THE GOVERNMENT

CONTRACTING OFFICER AND SPARKLIGHT WITH THE WORK TO BE DONE BY OTHERS. SEE

ELECTRICAL FOR LOCATION DESCRIPTION.

ABBREVIATION LEGEND:

CP ..... SURVEY CONTROL POINT

TBC ... TOP BACK OF CURB

BW..... BACK OF WALK

FG ...... FINISHED GRADE

BLDG.. BUILDING

FF ...... FINISHED FLOOR

FL ...... FLOW LINE

PC...... POINT OF CURVE

PT...... POINT OF TANGENT

POC... POINT ON CURVE

GRD... GROUND

EO..... EDGE OF ROAD

LPP... LIGHT UTILITY POLE

TPP... TELEPHONE UTILITY POLE

S ....... SLOPE

GB ..... GRADE BREAK

SD ..... STORM DRAIN

SS ..... SANITARY SEWER

W ...... WATER

MH..... MAN HOLE

(##) .. EXISTING ELEVATION

INV .... INVERT

CB .... CATCH BASIN

FNC.... FENCE

NEW WATERLINE

EXISTING WATERLINE

NEW SEWERLINE

EXISTING SEWERLINE

NEW ELECTRICAL LINE

EXISTING POWER

TELECOMMUNICATIONS LINE

EXISTING TELECOMMUNICATIONS LINE

EXISTING FENCE

CURB VALVE AND BOX - SIZE VARIES

EXISTING SANITARY SEWER MANHOLE

NEW SANITARY SEWER MANHOLE

CLEANOUT

POWER POLE

MAJOR CONTOUR AND ELEVATION (FEET)

W

W

S

S

LEGEND:

NEW ASPHALT

EXISTING ASPHALT

ACCESSIBLE PARKING STALL

SIGN

TELEPHONE PEDESTAL

E

E

T

T

X

EXISTING SURVEY CONTROL POINT

EXISTING VALVE AND BOX - SIZE VARIES

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DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

9/1 3/2

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(RXX)

REGION NAME

GAOA McCALL

AREA HOUSING

UPGRADES

PHASE 1

(UTILITIES)

PAYETTE NATIONAL

FOREST

McCALL AREA HOUSING

EXISTING SITE PLAN

02/28/2024

R.ANDERSON

R.ANDERSON

S.BINGHAM

C-01 4 36

FS BLDG 1197

HOUSE #4, #5

FS BLDG 1196

HOUSE #2, #3

FS BLDG 1195

HOUSE #1

FS BLDG 1339

WASH HOUSE

FS BLDG 1194

HOUSE #10

FS BLDG 1193

HOUSE #9

FS BLDG 1192

HOUSE #8

FS BLDG 1191

HOUSE #7

FS BLDG 1190

HOUSE #6

FS BLDG 1108

BARRACKS #1

FS BLDG 1109

BARRACKS #2

FS BLDG 1110

BARRACKS #3

16 PERSON

BARRACKS

FS BLDG 1633 SAUNA

RETAIN AND PROTECT

M I S

S I O

N

S

T R

E E

T

FOREST STREET

EXISTING CITY WATER MAIN

FS CONNECTION POINT TO CITY

WATER MAIN, CITY WATER METER

SERVES BLDGS 1339, & BLDG 1190-1197

2" WATERLINE

2" WATERLINE

2" WATERLINE

2" WATERLINE

2" WATERLINE

EXISTING

6" PVC WATERLINE

EXISTING

WATER METER

EXTERIOR

PANELBOARD

AND COMM

EXISTING SSMH

EXISTING

2" WATERLINE

END OF EXISTING

6" PVC WATERLINE

EXISTING

PROPANE

GAS LINE

EXISTING SS LINE TO

CITY MAIN CONNECTION

EXISTING PROPANE TANK

EXISTING PROPANE TANK

EXISTING PROPANE TANK

EXISTING SS

CLEANOUT

EXISTING SSMH

EXISTING SSMH

EXISTING SS

CLEANOUT

RETAIN AND PROTECT

EXISTING FIRE PIT

POWER COMPANY OWNED

SECONDARY POWER TO

SERVICE SWITCHBOARD

SERVICE SWITCHBOARD

AND FEEDERS TO BE

REMOVED

EXTERIOR

PANELBOARD

AND COMM

EXTERIOR

PANELBOARD

AND COMM

EXTERIOR

PANELBOARD

AND COMM

SERVICE SWITCHBOARD TO BE

REPLACED, FEEDERS TO REMAIN

EXCEPT TO #1339 WASH HOUSE

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DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

9/1 3/2

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(RXX)

REGION NAME

GAOA McCALL

AREA HOUSING

UPGRADES

PHASE 1

(UTILITIES)

PAYETTE NATIONAL

FOREST

McCALL AREA HOUSING

SITE PLAN

02/28/2024

R.ANDERSON

R.ANDERSON

S.BINGHAM

C-02 5 36

FS BLDG 1197

HOUSE #4, #5

FS BLDG 1196

HOUSE #2, #3

FS BLDG 1195

HOUSE #1

FS BLDG 1339

WASH HOUSE

16 PERSON

BARRACKS

FS BLDG 1633

SAUNA

M I S

S I O

N

S

T R

E E

T

FOREST STREET

EXISTING CITY WATER MAIN

FS CONNECTION POINT TO CITY

WATER MAIN, CITY WATER METER

SERVES BLDGS 1339, & BLDG 1190-1197

2" WATERLINE

2" WATERLINE

2" WATERLINE

2" WATERLINE

EXISTING

6" PVC WATERLINE

REPLACE

EXISTING

WATER METER

EXISTING 6"

SS LINE

EXISTING SSMH

EXISTING SS LINE TO

CITY MAIN CONNECTION

HOUSING ACCESS ROAD

EXISTING PROPANE TANK

EXISTING PROPANE TANK

EXISTING PROPANE TANK

EXISTING SS

CLEANOUT

EXISTING SSMH

EXISTING SSMH

EXISTING SS

CLEANOUT

INSTALL NEW 600 AMP

120/240V SWITCHBOARD "SW"

WITH HOUSE KEEPING PAD,

COORDINATE WITH IDAHO

POWER

INSTALL NEW 600 AMP 120/240V

SWITCHBOARD "SE" WITH HOUSE

KEEPING PAD, COORDINATE WITH IDAHO

POWER AND 4 BID OPTION B FEEDERS

COORDINATE NEW UNDERGROUND

POWER AS NEEDED PER IDAHO

POWER REQUIREMENTS

EXISTING PANELBOARD

AND BEP

NEW FEEDER

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FUTURE BUNKHOUSE #5

REPLACE WITH NEW 600 AMP

120/240V SWITCHBOARD WITH

HOUSE KEEPING PAD,

COORDINATE WITH IDAHO

POWER

NEW FEEDER

FOR FUTURE

SPARKLIGHT

USE

INSTALL SIZE 2

COMMUNICATIONS

CONDUIT

INSTALL TIER 15 HANDHOLES FOR

COMMUNICATIONS WITH STUBOUTS

TOWARDS FUTURE BUILDINGS

INSTALL SIZE 2

COMMUNICATIONS

CONDUIT

INSTALL STUBOUT FOR

FUTURE BARRACKS

INSTALL STUBOUT FOR

FUTURE BUNKHOUSE

#5

2" WATERLINE

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House section WORKING2 PROFILE

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.0

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DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

9/1 3/2

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REGION NAME

GAOA McCALL

AREA HOUSING

UPGRADES

PHASE 1

(UTILITIES)

PAYETTE NATIONAL

FOREST

McCALL AREA HOUSING

SITE PLAN

ROAD PLAN & PROFILE

02/28/2024

R.ANDERSON

R.ANDERSON

S.BINGHAM

C-03 6 36

FS BLDG 1339

WASH HOUSE

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SAUNA

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FUTURE BUNKHOUSE #5

CONSTRUCT TEMPORARY

CONSTRUCTION ACCESS

ROAD 10 FT WIDE

SEE DETAIL SHEET D01

EXISTING GRADE AT

CENTERLINE

FINISHED GRADE AT

CENTERLINE

MATCH EXISTING GRADE

AT PARKING AREA

ROAD 10 FT WIDE

SEE DETAIL SHEET D01

TEMPORARY END TO

CONSTRUCTION ACCESS

ROAD STA 3+25

FUTURE CONSTRUCTION

ACCESS ROAD (N.I.C.)

STA 3+25

TEMPORARY END

TO CONSTRUCTION

ACCESS ROAD

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

9/1 3/2

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INTERMOUNTAIN REGION

GAOA McCALL

AREA HOUSING

UPGRADES

PHASE 1

(UTILITIES)

PAYETTE NATIONAL

FOREST

McCALL AREA HOUSING

SITE PLAN

WATER PLAN & PROFILE

02/28/2024

R.ANDERSON

R.ANDERSON

S.BINGHAM

C-04 7 36

FS BLDG 1339

WASH HOUSE

M I S

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2" WATERLINE

2" WATERLINE

2" WATERLINE

2" WATERLINE

EXISTING

6" PVC WATERLINE

REPLACE

EXISTING

WATER METER

EXISTING

2" WATERLINE

END OF EXISTING

6" PVC WATERLINE

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FUTURE BUNKHOUSE #5

1.5" HDPE SERVICE LINE

4" HDPE FIRE LINE

CONNECT TO EXISTING CITY OF

McCALL WATER MAIN ALONG

MISSION STREET FIELD VERIFY

EXACT LOCATION AND DEPTH

INSTALL NEW 1.5"

WATER METER

SEE DETAIL SHEET D03

EXISTING GROUND

SURFACE ELEVATION

INSTALL NEW WATERLINE(S)

SEE DETAIL SHEET D04

INSTALL TEE AND LATERAL TO

BUNKHOUSE WITH 1" HDPE VALVE

(TYPICAL FOR EACH BUNKHOUSE)

SEE DETAIL SHEET D02

4" HDPE LINE

INSTALL NEW 1" HDPE

WATERLINE WITH

SHUT OFF VALVE

SEE DETAIL SHEET D03

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DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

9/1 3/2

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INTERMOUNTAIN REGION

GAOA McCALL

AREA HOUSING

UPGRADES

PHASE 1

(UTILITIES)

PAYETTE NATIONAL

FOREST

McCALL AREA HOUSING

SITE PLAN

SEWER PLAN & PROFILE

02/28/2024

R.ANDERSON

R.ANDERSON

S.BINGHAM

C-05 8 36

FS BLDG 1339

WASH HOUSE

FS BLDG 1633

SAUNA

M I S

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N

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2" WATERLINE

2" WATERLINE

2" WATERLINE

EXISTING 6"

SS LINE

EXISTING SSMH

EXISTING SS

CLEANOUT

EXISTING SSMH

EXISTING SSMH

EXISTING SS

CLEANOUT

NEW FEEDER

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6" SANITARY SEWER

1.0% MINIMUM SLOPE

4" SANITARY SEWER

2.0% MINIMUM SLOPE

EXISTING SS CLEANOUT

AT 100 FT INCREMENTS

AND ANY HORIZONTAL

CHANGE IN DIRECTION

NEW 6" SANITARY

SEWER LINE MINIMUM

DETPH 48" AND

MINIMUM SLOPE 1.0%

CONNECT NEW SANITARY

SEWER LINE TO EXISTING

SANITARY SEWER MANHOLE

FIELD VERIFY EXACT LOCATION

AND DEPTH

INSTALL NEW SS CLEANOUT

SEE DETAIL SHEET D04 (TYPICAL)

INSTALL NEW SS CONNECTION

SEE DETAIL SHEET D04 (TYPICAL)

SEE WATER/ SEWER CROSSING

DETAIL SHEET D05

INSTALL NEW 6" SS LINE WITH

CLEANOUT FIELD VERIFY EXACT

LOCATION AND DEPTH OF

SEWER MAINLINE

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

9/1 3/2

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INTERMOUNTAIN REGION

McCALL AREA

HOUSING

UPGRADES

PHASE 1

(UTILITIES)

PAYETTE NATIONAL

FOREST

McCALL AREA HOUSING

TYPICAL ROAD

CROSS-SECTION

02/28/2024

R.ANDERSON

R.ANDERSON

S.BINGHAM

D-01 9 36

AutoCAD SHX Text NOTES: : 1. TRANSITIONS BETWEEN CROSS SECTIONS SHALL BE GRADUAL. TRANSITIONS SHALL BE 40' IN LENGTH, 20' ON EACH SIDE TRANSITIONS BETWEEN CROSS SECTIONS SHALL BE GRADUAL. TRANSITIONS SHALL BE 40' IN LENGTH, 20' ON EACH SIDE OF TRANSITIONING ROADWAYS. 2. ALL EXCAVATED BOULDERS SHALL BE PLACED AS DESIGNATED BY THE CONTRACTING OFFICER. ALL EXCAVATED BOULDERS SHALL BE PLACED AS DESIGNATED BY THE CONTRACTING OFFICER. 3. NEATLY PLACE ANY EXCAVATED ROCK TO ARMOR FILL SLOPES FROM EROSION AND FOOT TRAFFIC AS DIRECTED. NEATLY PLACE ANY EXCAVATED ROCK TO ARMOR FILL SLOPES FROM EROSION AND FOOT TRAFFIC AS DIRECTED. 4. ROADWAY WIDTHS AND CROSS-SLOPES VARY. SEE PLAN VIEW SHEETS FOR ROADWAY WIDENING AND SLOPE DIRECTIONS. ROADWAY WIDTHS AND CROSS-SLOPES VARY. SEE PLAN VIEW SHEETS FOR ROADWAY WIDENING AND SLOPE DIRECTIONS. .

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%%UTYPICAL ONE-LANE OUTSLOPED SERVICE ROAD SECTION

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NATURAL

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GROUND

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COMPACTED NATIVE FILL

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NO GRAVEL"

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

9/1 3/2

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INTERMOUNTAIN REGION

McCALL AREA

HOUSING

UPGRADES

PHASE 1

(UTILITIES)

PAYETTE NATIONAL

FOREST

McCALL AREA HOUSING

VALVE AND VALVE BOX

DETAILS

02/28/2024

R.ANDERSON

R.ANDERSON

S.BINGHAM

D-02 10 36

AutoCAD SHX Text FURNISH ONE VALVE OPERATING WRENCH FOR EACH FIVE (OR FRACTION THEREOF) VALVES THAT ARE PROVIDED WITH A VALVE BOX. LENGTH TO BE 12" LONGER THAN THE LONGEST VALVE BOX.

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VALVE OPERATING WRENCH

AutoCAD SHX Text

SOCKET TO FIT SQUARE NUT, SIZE MAY VARY.

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FURNISH ONE KEY FOR EACH FIVE (OR FRACTION THEREOF) CURB AND/OR VALVE BOXES.

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HEAT FUSION JOINT (TYP.)

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HDPE PIPE

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LOCKING TYPE LID

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BUFFALO TYPE CURB BOX.

AutoCAD SHX Text 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.

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ADJUSTABLE VALVE BOX

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VALVE

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PENTAGON KEY

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POLY VALVES AND CURB BOXES

AutoCAD SHX Text FURNISH ONE VALVE EXTENSION WITH EACH DEEP VALVE AS DESIGNATED ON THE DRAWINGS. EXTEND TO WITHIN 4" OF GROUND LEVEL.

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VALVE EXTENSION

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BASE AND KNOCKOUT TO MATCH VALVE AND PIPE SIZE

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

9/1 3/2

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INTERMOUNTAIN REGION

McCALL AREA

HOUSING

UPGRADES

PHASE 1

(UTILITIES)

PAYETTE NATIONAL

FOREST

McCALL AREA HOUSING

WATER METER -

CITY OF McCALL

STANDARD DETAIL

02/28/2024

R.ANDERSON

R.ANDERSON

S.BINGHAM

D-03 11 36

AutoCAD SHX Text

METER SETTER FORD VBHH76211166NL

AutoCAD SHX Text

WATER METER (SEE NOTE 8)

AutoCAD SHX Text

RAVEN PRODUCTS RMP243048FBW WATER METER BOX

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FILL BOTTOM OF METER BOX W/SAND 1/2 WAY UP SETTER SUPPORT LEGS

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FIRM UNDISTURBED EARTH

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1-1/2" BRASS PLUG FOR FUTURE CUSTOMER CONNECTION

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D&L B5024 24" RING & LID

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FORD SS INSERT (STIFFENER) INSERT-74 1-1/2" (PEP)

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1-1/2" CLASS 200, SIDR 7 POLYETHYLENE PIPE

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FORD CORP STOP FB1101-6-IDR7-NL 1-1/2"

AutoCAD SHX Text 13.20x1-1/2" IP 11.10x1-1/2" IP 9.05x1-1/2" IP 6.90x1-1/2" IP 4.80x1-1/2" IP 101S ROMAC SADDLE

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METER TRANSCEIVER UNIT (SEE NOTE 8)

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RIGHT-OF-WAY AND PROPERTY LINE (SEE NOTE 2)

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1-1/2"X6" BRASS NIPPLE

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WATER METER (SEE NOTE 8)

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1-1/2" BRASS UNION

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METER TRANSCEIVER UNIT

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RAVEN PRODUCTS RMP243048FBW WATER METER BOX

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POLYETHYLENE FOAM INSULATION PAD 2" MINIMUM

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METER SETTER FORD VBHH7621166NL

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1-1/2" BRASS PLUG FOR FUTURE CUSTOMER CONNECTION

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NO. 12 AWG 12 AWG COPPER TRACER WIRE

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1-1/2" BRASS UNION

AutoCAD SHX Text 1-1/2"x6" BRASS NIPPLE

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FORD CURB BOX EM2-50-47-42R INSTALL FLUSH WITH FINISHED GRADE

AutoCAD SHX Text FORD BALL VALVE CURB STOP 1-1/2" MINNEAPOLIS PATTERN VALVE B11-666M-NL OR EQUIVALENT

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1-1/2" FORD PACK JOINT C86-66-IDR7-NL (SIDR7 PEP)

AutoCAD SHX Text NOTES: 1. ALL WATER SERVICE COMPONENTS SHALL BE IRON PIPE SIZE. NO ALL WATER SERVICE COMPONENTS SHALL BE IRON PIPE SIZE. NO GALVANIZED PIPE OR FITTINGS SHALL BE USED. WATER SERVICE SADDLE, CORPORATION STOP, AND PIPE SHALL BE SIZED AS FOLLOWS: A. SINGLE SERVICE: 1-1/2". SINGLE SERVICE: 1-1/2". 2. METER BOX LOCATIONS SHALL BE SHOWN ON WATER SYSTEM PLANS METER BOX LOCATIONS SHALL BE SHOWN ON WATER SYSTEM PLANS AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. METER BOX LOCATION GENERALLY WILL BE LOCATED ON THE HOMEOWNER PROPERTY AS FOLLOWS: A. SINGLE SERVICE: THIRTY (30") FROM R.O.W. CENTERED ON SINGLE SERVICE: THIRTY (30") FROM R.O.W. CENTERED ON COMMON PROPERTY LINE. 3. SERVICE PIPE SHALL BE CLASS 200, SIDR 7 POLYETHYLENE SERVICE PIPE SHALL BE CLASS 200, SIDR 7 POLYETHYLENE PRESSURE PIPE CONFORMING TO AWWA C901. 4. FORD STAINLESS STEEL INSERT (STIFFENER) TO BE USED WITH FORD STAINLESS STEEL INSERT (STIFFENER) TO BE USED WITH POLYETHYLENE PRESSURE PIPE AT FITTINGS PER MANUFACTURERS RECOMMENDATIONS. 5. SERVICE LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF SIX SERVICE LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF SIX (6') FEET AND SHALL RISE TO FOUR (4') FEET, WITHIN A MAXIMUM DISTANCE OF THIRTY (30") INCHES OF METER BOX. 6. SERVICE CONNECTIONS SHALL BE THIRTY-SIX (36") INCHES FROM SERVICE CONNECTIONS SHALL BE THIRTY-SIX (36") INCHES FROM FITTINGS OR WATER MAIN PIPE ENDS. MULTIPLE SERVICE CONNECTIONS IN THE SAME JOINT OF PIPE SHALL BE SEPARATED BY TWENTY-FOUR (24") INCHES AND NOT IN THE SAME HORIZONTAL LEVEL. -ABSOLUTE- 7. SERVICE PIPE SHALL BE FLUSHED IMMEDIATELY PRIOR TO METER SERVICE PIPE SHALL BE FLUSHED IMMEDIATELY PRIOR TO METER INSTALLATION. 8. WATER METERS AND TRANSCEIVER UNITS TO BE SUPPLIED AND WATER METERS AND TRANSCEIVER UNITS TO BE SUPPLIED AND INSTALLED BY THE CITY OF McCALL. 9. MAINTAIN SEPARATION DISTANCES IN ACCORDANCE WITH IDAPA MAINTAIN SEPARATION DISTANCES IN ACCORDANCE WITH IDAPA 58.01.08. 10. REFER TO CITY OF McCALL STANDARD REVISIONS TO ISPWC AND REFER TO CITY OF McCALL STANDARD REVISIONS TO ISPWC AND CONDITIONS SECTION 404 FOR REQUIREMENTS ON CONNECTIONS TO THE PRIVATE SIDE OF THE WATER METER.

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

9/1 3/2

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INTERMOUNTAIN REGION

McCALL AREA

HOUSING

UPGRADES

PHASE 1

(UTILITIES)

PAYETTE NATIONAL

FOREST

McCALL AREA HOUSING

POTABLE/NON-POTABLE

PIPE SEPARATION AND

TRENCHING DETAILS

02/28/2024

R.ANDERSON

R.ANDERSON

S.BINGHAM

D-04 12 36

AutoCAD SHX Text 18"

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ZONE 4

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ZONE 3

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ZONE 2

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ZONE 1

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ZONE 3

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ZONE 2

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ZONE 1

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10 FT.

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6 FT.

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POTABLE & NON-POTABLE UTILITY LINE INTERSECTION DETAILS

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WATER LINE

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NON-POTABLE WATER LINE

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NON-POTABLE WATER LINE (NPWL)

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WATER LINE

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WATER LINE

AutoCAD SHX Text 18"

AutoCAD SHX Text NOTE: SANITARY SEWER FORCE MAINS MUST HAVE MIN. 10' HORIZONTAL SEPARATION AND 18" VERTICAL SEPARATION AT INTERSECTIONS. ZONE 2 AND ZONE 3 PLACEMENTS ARE NOT ALLOWED.

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NOTES:

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NOTES:

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HORIZONTAL SEPARATION REQUIREMENTS

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VERTICAL SEPARATION REQUIREMENTS

AutoCAD SHX Text ZONE 1: A) WATER ABOVE NPWL MUST BE SEPARATED BY AT LEAST 18 INCHES. AND B) ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SO THAT THE JOINTS ARE AS FAR AS POSSIBLE FROM THE NPWL. ZONE 2: A) WATERLINE ABOVE NPWL, LESS THAN 18 INCHES - ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SO THAT THE JOINTS ARE AS FAR AS POSSIBLE FROM THE NPWL. OR B) NPWL MAIN MUST BE CONSTRUCTED TO WATER MAIN STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF CROSSING. OR C) EITHER THE NPWL OR WATER MAIN OR BOTH MUST BE ENCASED IN AT LEAST 4 INCHES OF CONCRETE MEASURED AT THE BELL FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. ZONE 3: WATERLINE BELOW NPWL, LESS THAN 18 INCHES - SAME REQUIREMENTS AS ZONE 2 EXCEPT THE NPWL MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT SETTLING. ZONE 4: WATERLINE ABOVE NPWL, MORE THAN 18 INCEHS SAME REQUIREMENTS AS ZONE 1 EXCEPT THE NPWL MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT SETTLING.

AutoCAD SHX Text ZONE 1: A) WATER AND NPWL SEPARATED 10' OR MORE - NO SPECIAL REQUIREMENTS ZONE 2: A) WATER AND NPWL SEPARATED BY AT LEAST 6 FEET AT OUTSIDE WALLS. AND B) WATER AT LEAST 18 INCHES HIGHER IN ELEVATION THAN THE NPWL. AND EITHER C) NPWL CONSTRUCTED TO WATER MAIN STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS. OR D) NPWL ENCASED IN AT LEAST 4 INCHES OF CONCRETE MEASURED AT THE BELL. OR E) SITE SPECIFIC REQUIREMENTS APPROVED BY DEQ. ZONE 3: WATER AND NPWL SEPARATED LESS THAN 6' - NOT ALLOWED.

AutoCAD SHX Text

ABOVE PIPE-ZONE MATERIAL

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6" WIDE DETECTABLE MARKING TAPE

AutoCAD SHX Text PIPE-ZONE MATERIAL, SPECIAL BEDDING MATERIAL, OR NON-EXCAVATED MATERIAL, DEPENDING ON MATERIAL ENCOUNTERED.

AutoCAD SHX Text

TRENCH CROSS SECTION WITH MULTIPLE UTILITIES NOT TO SCALE

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WATER LINE

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ELECTRICAL LINE

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PIPE-ZONE MATERIAL

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SEE NOTE 1

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SAW CUT WHERE TRENCH CROSSES PAVED ROAD (BOTH SIDES).

AutoCAD SHX Text TRENCHING NOTES: 1. WALLS SHALL BE VERTICAL FOR TRENCHES LESS THAN 5'-0" DEEP AT 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 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. IF FOR SEWERLINE, ROUND TRENCH SO BOTTOM HALF OF CIRCUMFERENCE OF THE PIPE WILL REST ON UNDISTURBED SOIL. 3. REQUIRED DEPTH OF BEDDING VARIES WITH TYPE OF PIPE. SEE SPECIFICATIONS REQUIRED DEPTH OF BEDDING 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 IN AREAS WHERE TRENCH RESURFACING IS REQUIRED, THIS INDICATES MAXIMUM PAY WIDTH ALLOWED. 5. UTILITY LINES SHALL BE BURIED A MINIMUM OF 30 INCHES UNLESS UTILITY LINES SHALL BE BURIED A MINIMUM OF 30 INCHES UNLESS OTHERWISE NOTED. 6. WRAP ALL BURIED, NON-METALLIC PIPE WITH TRACER WIRE. WHERE WRAP ALL BURIED, NON-METALLIC PIPE WITH TRACER WIRE. WHERE POSSIBLE, ATTACH TRACER WIRE TO OBJECTS OR STRUCTURES ABOVE GRADE (SEE SPECIFICATION SECTION 312000).

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4"

(EXCEPT IN TRAFFIC AREAS)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

9/1 3/2

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R04

INTERMOUNTAIN REGION

McCALL AREA

HOUSING

UPGRADES

PHASE 1

(UTILITIES)

PAYETTE NATIONAL

FOREST

McCALL AREA HOUSING

SANITARY SEWER

LATERAL CONNECTION

& CLEANOUT DETAILS

02/28/2024

R.ANDERSON

R.ANDERSON

S.BINGHAM

D-05 13 36

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SEWER LATERAL CONNECTION

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SECTION A-A

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SEWER CLEANOUT FOR INSTALLATION IN VEHICLE TRAFFIC AREAS

AutoCAD SHX Text NOTES: 1. PIPE SIZE AND TYPE TO BE SAME AS SEWER PIPE SIZE AND TYPE TO BE SAME AS SEWER LINE IN WHICH CLEANOUT IS INSTALLED. 2. INSTALL TOP OF BOX LEVEL WITH FINISHED INSTALL TOP OF BOX LEVEL WITH FINISHED GRADE.

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CLEANOUT BODY AND PLUG (THREADED)

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BELLED END PIECE

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4" OR 6"PIPE AS REQUIRED

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45 DEGREE BEND

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WYE OR 45 SWEEP IF OFF LINE

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FLOW

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4" OR 6"PIPE AS REQUIRED

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INSTALL 8" WIDE BY 8" DEEP CONCRETE COLLAR AROUND PERIMETER OF BOX

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AGGREGATE SURFACE MATERIAL OVER BASE MATERIAL

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COMPACTED FILL

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6" DEEP GRAVEL UNDER BOX

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"CHRISTY B1017" CONCRETE VALVE BOX (OR EQUAL) WITH LOCKING LID MARKED "SEWER"

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SEWER CLEANOUT (ONLY TO BE USED WITHIN 10 FT OF THE BUILDING)

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NOTE: PIPE SIZE AND TYPE TO BE SAME AS SEWERLINE IN WHICH CLEANOUT IS INSTALLED.

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CLEANOUT BODY AND BRASS PLUG (SCREWED)

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BELLED END PIECE

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4" OR 6" PIPE AS REQUIRED

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45 DEGREE BEND

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WYE

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FLOW

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4" OR 6" PIPE AS REQUIRED

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WYE

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FLOW

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SEWER CLEANOUT FOR INSTALLATION IN NON-ROADWAY AREAS

AutoCAD SHX Text NOTE: PIPE SIZE AND TYPE TO BE SAME AS SEWER LINE IN WHICH CLEANOUT IS INSTALLED.

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CLEANOUT BODY AND PLUG (THREADED)

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BELLED END PIECE

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6"PIPE

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45 DEGREE BEND

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WYE OR 45 SWEEP IF OFF LINE

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FLOW

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6"PIPE

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TOP OF BOX 2" ABOVE GRADE - SLOPE BACKFILL TO DRAIN AWAY FROM BOX

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"CHRISTY B1017" CONCRETE VALVE BOX (OR EQUAL) WITH LOCKING LID MARKED "SEWER"

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'-0

0'

8"

1'

4"

A3.02

12'-0"

'-0

12'-0"

2'- 0"

3'- 2"

'-1

0"

5'-0"

'-0

5'-0"

0 5 10

SCALE: 1/4"=1'-0"

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

R-4

INTERMOUNTAIN REGION

RKRA

RKRA

R.ANDERSON

LAUNDRY FOUNDATION

PLAN

PAYETTE NATIONAL

FOREST

A1.01

McCALL AREA HOUSING

GAOA McCALL

AREA HOUSING

UPGRADES

PHASE 1

(UTILITIES)

1/4" = 1'-0"1 SLAB AND FOOTING PLAN

PLAN KEYED NOTES:

8" CONCRETE FOUNDATION WALL. SEE STRUCTURAL.

8X16 CONCRETE FOOTING. SEE STRUCTURAL.

4" CONCRETE SLAB.

6 MIL VAPOR BARRIER OVER 4" GRAVEL.

TURNED DOWN SLAB AT DOORWAYS. SEE DETAILS.

GENERAL NOTES:

1. SEE COVER SHEET FOR INDEX OF DRAWINGS.

2. DIMENSIONS ARE SHOWN TO OUTSIDE EDGE OF

STEM WALL FOUNDATION.

3614N

A3.01

A3.02

4'-0" 4'-0" 4'-0"

2'-1"A4.01

1 2A

2B

2D

LAUNDRY

0 5 10

SCALE: 1/4"=1'-0"

A

2'-1" 5'-6" 2'-1"

12'-0"

4'-0" 4'-0" 4'-0"

2'- 0"

3'- 0"

'-0

'-0

5'-0"

'-0

5'-0"

3 2C

1'-0"

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

R-4

INTERMOUNTAIN REGION

RKRA

RKRA

R.ANDERSON

LAUNDRY ROOM FLOOR

PLAN

PAYETTE NATIONAL

FOREST

A1.02

McCALL AREA HOUSING

GAOA McCALL

AREA HOUSING

UPGRADES

PHASE 1

(UTILITIES)

1/4" = 1'-0"1 PROPOSED FLOOR PLAN

PLAN KEYED NOTES:

CONCRETE SLAB WITH NON-SLIP TREATMENT. SEE

FINISH SCHEDULE. PROVIDE AND INSTALL FRP

WAINSCOT UP TO 5' HIGH IN LAUNDRY ROOM

FLOOR DRAIN IN LAUNDRY AREA, SEE PLUMBING SHEET.

2X6 STUD WALL WITH CLOSED CELL EXPANDING FOAM

INSULATION, BUILDING WRAP, PAINTED HORIZONTAL

SHIPLAP SIDING, AND WATER RESISTANT GYP BOARD.

SEE WALL DETAIL ON SHEET A7.01

ALUMINUM THRESHOLD, INSULATED, HOLLOW METAL

DOOR, HALF LITE, PAINTED, LEVER HANDLE WITH

CYPHER LOCK. SEE DETAILS.

EDGE OF ROOF ABOVE.

ELECTRIC TANK TYPE HOT WATER HEATER. SEE

ELECTRICAL AND PLUMBING.

DRYER VENT.

PROVIDE AND INSTALL WASHERS AND DRYERS WITH

CONTROLS AT THE FRONT. SEE ACCESSORY

SCHEDULE ON A7.01

PROVIDE AND INSTALL UTILITY SINK.

FURNITURE NOT IN CONTRACT.

WALL MOUNTED LIGHT FIXTURE, SEE ELEVATIONS AND

ELECTRICAL SHEETS.

NOTE:

EXTERIOR CORNER DIMENSIONS ARE TO WALL

SHEATHING, AND ALIGN WITH FOUNDATION.

N

GENERAL NOTES:

1. SEE COVER SHEET FOR INDEX OF DRAWINGS.

2. SEE SHEET A7.01 FOR WINDOW AND DOOR

ELEVATIONS AND DETAILS.

3. ALL INTERIOR GYP BOARD TO BE PAINTED AND

WATER RESISTANT TYPE.

3. ALL FLOOR SURFACES TO HAVE ANTI-SLIP

TREATMENT.

A3.01

A3.02

0 5 10

SCALE: 1/4"=1'-0"

15'-2"

'-2

15'-2"

'-2

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

R-4

INTERMOUNTAIN REGION

RKRA

RKRA

R.ANDERSON

LAUNDRY ROOM ROOF

PLAN

PAYETTE NATIONAL

FOREST

A1.03

McCALL AREA HOUSING

GAOA McCALL

AREA HOUSING

UPGRADES

PHASE 1

(UTILITIES)

PLAN KEYED NOTES:

STANDING SEAM METAL SHEET ROOFING, BROWN.

WHOLE ROOF TO BE COVERED WITH ICE AND WATER

SHIELD OVER PLYWOOD ROOF DECK.

PAINTED FIBER CEMENT BOARD FACIA AND SOFFIT.

ENGINEERED TRUSSES PER MANUFACTURERS SPECS.

LINE OF WALL BELOW.

CONTINUOUS SOFFIT VENT.

ATTIC VENT.

GENERAL NOTES:

1. SEE COVER SHEET FOR INDEX OF DRAWINGS.

2. ENGINEERED TRUSSES @ 24" O.C., AS PER MANUF'S

DESIGN.

1/4" = 1'-0"1 ROOF PLAN

3616N

T.O. SLAB

0' - 0"

CEILING

8' - 0"

T.O. FOOTING

-1' - 10"

A3.02

03 03

T.O. ROOF

14' - 8"

04 04

07 07

T.O. SLAB

0' - 0"

CEILING

8' - 0"

T.O. FOOTING

-1' - 10"

A3.01

2'- 6" 5'-0"

T.O. ROOF

14' - 8"

4'- 0"

1'-0"

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

R-4

INTERMOUNTAIN REGION

RKRA

RKRA

R.ANDERSON

LAUNDRY ROOM

ELEVATIONS, NORTH

AND EAST

PAYETTE NATIONAL

FOREST

A2.01

McCALL AREA HOUSING

GAOA McCALL

AREA HOUSING

UPGRADES

PHASE 1

(UTILITIES)

3/16" = 1'-0"1 NORTH ELEVATION

3/16" = 1'-0"2 EAST ELEVATION

3 NORTH EAST AXONOMETRIC VIEW

ELEVATION KEYED NOTES:

STANDING SEAM METAL SHEET ROOFING, BROWN. WHOLE

ROOF TO BE COVERED WITH ICE AND WATER SHIELD OVER

PLYWOOD ROOF DECK.

HORIZONTAL SHIPLAP SIDING, PAINTED FS BROWN #20059.

EXTERIOR FINISH GRADE SHALL BE SLOPED MIN. 5%AWAY

FROM BLDG. SEE CIVIL PLANS FOR DETAILS.

PAINTED FIBER CEMENT CORNER BOARD.

ELECTRICAL PANEL, SEE ELECTRICAL SHEETS.

DRYER VENT.

PAINTED FIBER CEMENT BOARD FACIA AND CONTINUOUSLY

VENTED SOFFIT.

HOLLOW METAL DOOR WITH HALF-LITE, CYPHER LOCK

HARDWARE WITH LATCH HANDLE. SEE A7.01

5' CONCRETE SIDEWALK AT NORTH OF BUILDING.

FIBERGLASS SLIDING WINDOW.

WALL MOUNTED LIGHT FIXTURE, SEE ELECTRICAL SHEETS.

FORMED METAL PANEL WAINSCOT, BROWN, WITH PAINTED

FIBER CEMENT TRIM UP TO 4' ALONG SOUTH (REAR) SIDE,

CONTINUES 1' ALONG ADJACENT SIDES. SEE

SPECIFICATIONS.

ATTIC VENT.

PLUMBING EXHAUST VENT. SEE P1.01.

CEILING

8' - 0"

T.O. FOOTING

-1' - 10"

A3.02

2'- 6"

8" 1'-

T.O. ROOF

14' - 8"

12 4'- 0"

T.O. SLAB

0' - 0"

CEILING

8' - 0"

T.O. FOOTING

-1' - 10"

A3.01

2'- 6"

8" 1'-

T.O. ROOF

14' - 8"

1'-0"

4'- 0"

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

R-4

INTERMOUNTAIN REGION

RKRA

RKRA

R.ANDERSON

ELEVATIONS, SOUTH

AND WEST

PAYETTE NATIONAL

FOREST

A2.02

McCALL AREA HOUSING

GAOA McCALL

AREA HOUSING

UPGRADES

PHASE 1

(UTILITIES)

3/16" = 1'-0"1 SOUTH ELEVATION

3/16" = 1'-0"2 WEST ELEVATION

3 SOUTH WEST AXONOMETRIC VIEW

ELEVATION KEYED NOTES:

STANDING SEAM METAL SHEET ROOFING, BROWN. WHOLE

ROOF TO BE COVERED WITH ICE AND WATER SHIELD OVER

PLYWOOD ROOF DECK.

HORIZONTAL SHIPLAP SIDING, PAINTED FS BROWN #20059.

EXTERIOR FINISH GRADE SHALL BE SLOPED MIN. 5%AWAY

FROM BLDG. SEE CIVIL PLANS FOR DETAILS.

PAINTED FIBER CEMENT CORNER BOARD.

ELECTRICAL PANEL, SEE ELECTRICAL SHEETS.

DRYER VENT.

PAINTED FIBER CEMENT BOARD FACIA AND CONTINUOUSLY

VENTED SOFFIT.

HOLLOW METAL DOOR WITH HALF-LITE, CYPHER LOCK

HARDWARE WITH LATCH HANDLE. SEE A7.01

5' CONCRETE SIDEWALK AT NORTH OF BUILDING.

FIBERGLASS SLIDING WINDOW.

WALL MOUNTED LIGHT FIXTURE, SEE ELECTRICAL SHEETS.

FORMED METAL PANEL WAINSCOT, BROWN, WITH PAINTED

FIBER CEMENT TRIM UP TO 4' ALONG SOUTH (REAR) SIDE,

CONTINUES 1' ALONG ADJACENT SIDES. SEE

SPECIFICATIONS.

ATTIC VENT.

PLUMBING EXHAUST VENT. SEE P1.01.

CEILING

8' - 0"

T.O. FOOTING

-1' - 10"

A3.02

LAUNDRY

8'- 0"

T.O. ROOF

14' - 8"

8" 1'-

6" 4"

2'- 6"

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

R-4

INTERMOUNTAIN REGION

RKRA

RKRA

R.ANDERSON

LAUNDRY ROOM

SECTION VIEW

PAYETTE NATIONAL

FOREST

A3.01

McCALL AREA HOUSING

GAOA McCALL

AREA HOUSING

UPGRADES

PHASE 1

(UTILITIES)

1/4" = 1'-0"1 SECTION VIEW 1

SECTION KEYED NOTES:

2X6 STUD WALL WITH CLOSED CELL EXPANDING FOAM

INSULATION, BUILDING WRAP, PAINTED HORIZONTAL

SHIPLAP SIDING, AND WATER RESISTANT GYP BOARD.

SEE A5.01

4:12 ENGINEERED ENERGY HEEL TYPE ROOF TRUSSES

AT 24" OC. WEBBING SHOWN FOR SCHEMATIC

PURPOSES ONLY, DESIGN AS PER MANUF.

STANDING SEAM METAL SHEET ROOFING, BROWN.

WHOLE ROOF TO BE COVERED WITH ICE AND WATER

SHIELD OVER PLYWOOD ROOF DECK.

PAINTED FIBER CEMENT BOARD FACIA AND VENTED

SOFFIT.

4" CONCRETE SLAB ON GRADE OVER 4" OF GRAVEL.

SEE STRUCTURAL.

8" CONCRETE FOUNDATION AND 8X16 FOOTING. SEE

DETAILS ON SHEET A5.01

DAMPPROOFING AROUND EXTERIOR FOUNDATION, TYP.

EXTERIOR FINISH GRADE SHALL BE SLOPED MIN. 5%

AWAY FROM BLDG. SEE CIVIL PLANS FOR DETAILS.

18" (R60) BLOWN-IN INSULATION IN ATTIC.

PAINTED WATER RESISTANT GYP BOARD AT WALLS AND

CEILING.

2" RIGID INSULATION AT STEM WALL AND TO 3' BEYOND

PERIMETER.

PAINTED FIBER CEMENT TRIM BOARD.

FIBERGLASS SLIDING WINDOW.

FLOOR DRAIN. SEE PLUMING SHEETS.

SEE INTERIOR ELEVATIONS, SHEET A4.01

NOTE:

-INTERIOR HEIGHT OF 8'-0" IS FROM TOP OF SLAB TO

SURFACE OF GYP BOARD CEILING.

-CONSULT COR REGARDING LOCATION OF WATER LINE

INSTALLATION.

CEILING

8' - 0"

T.O. FOOTING

-1' - 10"

A3.01

2'- 6"0511 11

LAUNDRY

12'-0"

8'- 0"

T.O. ROOF

14' - 8"

4" 1'-

6" 8"

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CH…

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