Rev2_Dwg-TreeCooler.pdf

FOREST LOCATION

VICINITY MAP

PROJECT LOCATION:

SHEET OF

United States Department of Agriculture Forest Service

1 13

THE PROJECT IS LOCATED AT THE

MCCALL RANGER DISTRICT YARD

WITHIN THE CITY OF MCCALL,

IDAHO. 44°54'31.87"N 116°

6'28.76"W.

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER DATE

FOREST SUPERVISOR DATE

IDAHO

VALLEY & ADAMS COUNTY

R4 INTERMOUNTAIN REGION

PAYETTE NATIONAL FOREST

MCCALL & COUNCIL DISTRICT

MCCALL & COUNCIL YARD TREE COOLER

DEFERRED MAINTENANCE

MCCALL RANGER DISTRICT OFFICE

102 W LAKE ST

MCCALL, ID 83638

VICINITY MAP

PROJECT LOCATION:

THE PROJECT IS LOCATED AT THE

COUNCIL RANGER DISTRICT YARD

WITHIN THE CITY OF COUNCIL,

IDAHO. 44°43'48.37"N

116°25'53.43"W.

COUNCIL RANGER DISTRICT

201 N DARTMOUTH ST (US95)

COUNCIL, ID 83612

INDEX OF SHEETS

SHEET DWG SHEET TITLE DATE

1 G1 COVER SHEET 09/25/2025

2 G2 PROJECT DESCRIPTION &

SCHEDULE OF ITEMS 09/25/2025

3 G3 GENERAL NOTES & LEGEND 09/25/2025

4 C1 SITE PLANS 09/25/2025

5 A1 FLOOR PLAN 09/25/2025

6 A2 ELEVATIONS 09/25/2025

7 A3 ROOF ADDITION PLAN 09/25/2025

8 A4 ROOF ADDITION FRAMING 09/25/2025

9 A5 ROOF ADDITION DETAILS 09/25/2025

10 D1 WINDOW PLAN & DETAILS 09/25/2025

11 D2 DOCK SLAB & STORM DRAIN 09/25/2025

12 D3 COUNCIL EQUIPMENT PAD 09/25/2025

13 E1 ELECTRICAL &

COMMUNICATIONS

09/25/2025

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

R4

INTERMOUNTAIN REGION

MCCALL &

COUNCIL YARD

TREE COOLER

DEFERRED

MAINTENANCE

PAYETTE NATIONAL

FOREST

MCCALL & COUNCIL DISTRICT

PROJECT DESCRIPTION

& SCHEDULE OF ITEMS

09/25/2025

G.LEVESQUE

W.DAY

S.THOMPSON

G2 2 13

A.Work will be focused on completing identified deferred maintenance on tree coolers located at two administrative sites in McCall and Council Idaho.

B.Work at the McCall Tree Cooler includes the following:

a. Remove approximately 3,725 square feet of existing metal roofing.

1. Salvage all existing roofing panels and place in location as directed by COR.

b. Construct 500 square feet of additional roof structure.

c. Install approximately 4,225 square feet of new standing seam metal roofing with ice/water shield and trim all around.

d. Remove the existing paper board siding, trim and felt paper.

e. Install new fiber cement lap siding and trim with building wrap.

f. Leave existing siding in place behind two sides of mechanical units on dock & install new steel board and batten metal siding over existing siding.

g. Replace (5) existing windows.

h. Repair concrete on stairs & metal on the railings.

i. Paint exterior of building including siding and trim, and all metal posts and railings.

j. Remove existing sheet vinyl, grind to remove adhesive, and polish concrete floors in office, hallway, and restrooms.

k. Repair all cracks in concrete throughout building and loading dock.

l. Replace (2) existing toilets.

m. Replace water heater.

n. Replace electric unit heater in wrapping room.

o. Move air handler control box to different location in the wrapping room.

p. Repair floor drainpipe penetrating through stem wall.

q. Install ½” CDX plywood on underside of trusses in office, hallway, and two bathrooms.

r. Install 10 inches of blown-in cellulose over office, hallway and two bathrooms.

s. Install 4 inches of foam board (r-value of 8/inch) on attic access board

t. Adjust all man doors to ensure proper closing/opening

u. Replace existing storm drain including (4) inlet basins and underground piping as noted on the drawings (~50ft @ 18 inch, ~164ft @ 12 ft)

v. Install a new concrete pad in front of loading dock.

w. Install removable chain and post across front of loading dock (1-1/2” dia post, 1/4 inch grade 30 chain)

C.Work at the Council Tree Cooler includes the following:

a. Remove approximately 3,725 square feet of existing metal roofing.

1. Salvage all existing roofing panels and place in location as directed by COR.

b. Construct 500 square feet of additional roof structure.

c. Repair/replace damaged metal fascia on building exterior.

d. Install approximately 4,225 square feet of new standing seam metal roofing with ice/water shield and trim all around.

e. Remove the existing paper board siding, trim and felt paper.

f. Leave existing siding in place behind two sides of mechanical units on dock & install new steel board and batten metal siding over existing siding.

g. Replace (5) existing windows.

h. Install new fiber cement lap siding and trim with building wrap.

i. Repair concrete on stairs & metal on the railings.

j. Paint exterior of building including siding and trim, and all metal posts and railings.

k. Remove existing sheet vinyl and polish concrete floors in office, hallway, and restrooms.

l. Repair all cracks in concrete throughout building and loading dock.

m. Replace (2) existing toilets.

n. Replace water heater and trap primer.

o. Reroute plumbing vent from roof to west gable end.

p. Replace (3) wall heaters in office and restrooms.

q. Replace electric unit heater in wrapping room.

r. Repair floor drainpipe penetrating through stem wall.

s. Install ½” CDX plywood on underside of trusses in office, hallway, and two bathrooms.

t. Install 10 inches of blown-in cellulose over office, hallway and two bathrooms.

u. Install 4 inches of foam board (r-value of 8/inch) on attic access board

v. Adjust all man doors to ensure proper closing/opening

w. Install a new concrete pad in front of loading dock.

x. Install removable chain and post across front of loading dock (1-1/2” dia post, 1/4 inch grade 30 chain)

y. Install concrete pad on east side of tree cooler.

z. Remove existing overhead electrical power service to tree cooler and install new underground electrical power service (~50ft)

aa. Remove existing overhead electrical power service to building east of tree cooler and install new underground feeder from building to the north of tree cooler (~170ft)

bb. Install shutoff valve and blowout for building east of tree cooler.

cc. Install new 2-inch conduit (~415ft) from Fire Crew Office to Fire Engine

Bay, onto the Woodshop and finishing at the Tree Cooler.

dd. Install (4) backboards, IT racks, fiber patch panels, patch panels, UPS and

PDUs provided by the government.

de. Pull and terminate Outdoor OSP gel-filled 12-strand Multimode OM4 fiber looping through Fire Crew Office, Fire Engine Bay, Woodshop, and Tree Cooler

PROJECT DESCRIPTION

SCHEDULE OF ITEMS

ITEM

NUMBER

DESCRIPTION METHOD

OF MEAS

UNIT QUAN

TITY

1 Mobilization LSQ LS 1

2 Remove and Salvage Existing Roofing & Install New Metal Roof Panels LSQ LS 2

3 Construct New Roof Additions (Over Ramp & Stairs) LSQ LS 2

4 Remove and Replace Siding LSQ LS 2

5 Paint Exterior LSQ LS 2

6 Replace Existing Windows LSQ LS 2

7 Remove Vinyl Flooring & Grind and Polish Concrete LSQ LS 2

8 Patch Concrete Floors & Dock LSQ LS 2

9 Replace Toilets and Water Heater & Repair Floor Drain LSQ LS 2

10 Replace Unit Heater LSQ LS 2

11 Insulate Selected Areas LSQ LS 2

12 Repair Concrete and Metal Railings on Stairs & Ramp LSQ LS 2

13 Install New Concrete Pad in Front of Loading Dock LSQ LS 2

14 Install Removable Chain and Post across front of Loading Dock LSQ LS 2

15 Replace (3) Wall Heaters in Restrooms and Office (Council Site) LSQ LS 1

16 Install (4) IT Backboards, Racks, panels, PDUs, UPS (Council Site) LSQ LS 1

17 Install Conduit & Fiber with Terminations (Council Site) LSQ LS 1

18 Install New Concrete Pad on East Side of Tree Cooler (Council Site) LSQ LS 1

19 Underground 3-Phase Power Service to Tree Cooler (Council Site) LSQ LS 1

20 Remove 1-Phase Power Service to Bldg East of Tree Cooler (Council Site)

LSQ LS 1

21 Install Valve/Blowout at Bldg East of Tree Cooler (Council Site) LSQ LS 1

22 Reroute Plumbing Vent from Roof to West Gable End (Council Site) LSQ LS 1

23 Replace Storm Drain by Tree Cooler (McCall Site) LSQ LS 1

24 Move Air Handler Control Box (McCall Site) LSQ LS 1

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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

R4

INTERMOUNTAIN REGION

MCCALL &

COUNCIL YARD

TREE COOLER

DEFERRED

MAINTENANCE

PAYETTE NATIONAL

FOREST

MCCALL & COUNCIL DISTRICT

GENERAL NOTES &

LEGEND

09/25/2025

G.LEVESQUE

W.DAY

S.THOMPSON

G3 3 13

GENERAL NOTES:

1. PLEASE NOTE:THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK REGARDLESS OF

THE LOCATION OF THE INFORMATION IN THE DOCUMENTS. THE GENERAL CONTRACTOR SHALL

UTILIZE THE CONSTRUCTION DRAWINGS AND WRITTEN SPECIFICATIONS FOR ALL REQUIRED

INFORMATION TO PROVIDE COMPLETE CONSTRUCTION OF THIS PROJECT. ITEMS LISTED IN

DRAWINGS MAY NOT BE INCLUDED IN SPECIFICATIONS. ITEMS LISTED IN SPECIFICATIONS MAY

NOT BE INCLUDED IN DRAWINGS.

2. THE CONTRACTOR SHALL REPORT TO THE CONTRACTING OFFICER ALL CONDITIONS REQUIRING

COORDINATION OR CHANGES WITH THE CONTRACT DOCUMENTS. COORDINATION AND

APPROVAL SHALL TAKE PLACE BEFORE THE WORK BEGINS.

3. UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS AS BEING NOT IN

CONTRACT (N.I.C.), EXISTING, OR BY OTHERS, ALL ITEMS, MATERIALS AND INSTALLATION OF

SAME ARE PART OF THE CONTRACT AS DEFINED BY THE CONSTRUCTION DOCUMENTS. THE

CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESSORIES, COMPONENTS AND ASSEMBLIES

REQUIRED FOR THE WORK DEPICTED OR SPECIFIED.

4. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE

CONTRACTOR IS TO CLARIFY WITH THE CONTRACTING OFFICER ANY SUCH DISCREPANCIES

PRIOR TO COMMENCING WORK.

5. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS: DO NOT SCALE DRAWINGS TO DETERMINE

ANY LOCATIONS. THE CONTRACTING OFFICER SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR

TO CONTINUING WITH WORK.

6. ALL PLAN DIMENSIONS ARE FROM GRIDLINE OR FACE OF STUD UNLESS OTHERWISE INDICATED.

SEE NOTE ON "DIMENSIONING" THIS SHEET.

7. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE

DRAWINGS.

8. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR

APPROVED SHOP DRAWINGS AND PRODUCT DATA SHEETS IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS.

9. 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. ANY LOCATION STAKED OR SHOWN IS

APPROXIMATE. IF CONFLICTS ARE FOUND, NOTIFY THE CONTRACTING OFFICER.

10. UTILITIES SUCH AS: ELECTRICAL, SEWER, WATER, FIBER, AND PHONE LINES EXIST. THE

CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE TO

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

11. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOWN HEREIN OR NOT, AND TO PROTECT THEM FROM DAMAGE. CALL 811

TO HAVE UTILITIES MARKED BEFORE BEGINNING CONSTRUCTION. THE GENERAL CONTRACTOR

SHALL BARE ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY

DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF THE WORK.

12. ALL NON-SALVAGEABLE MATERIAL SHALL BE DISPOSED OF LEGALLY OFFSITE AT AN APPROVED

LOCATION.

13. 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.

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

FROM THE BUILDING AT A MINIMUM OF 2 PERCENT UNLESS NOTED OTHERWISE.

15. ALL PROJECT CONSTRUCTION SHALL CONFORM WITH ANSI A-117.1-1998, THE 2004 AMERICANS WITH DISABILITIES ACT (ADA), AND ARCHITECTURAL BARRIERS ACT ACCESSIBILITY GUIDELINES..

16. THE GENERAL CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITS AND FIRE LANES IN

WORKING ORDER.

17. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN

(BROOM) CONDITION AT ALL TIMES.

18. THE CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, UNCRATING, INSTALLATION

AND HOOK-UP OF ALL GOVERNMENT FURNISHED ITEMS UNLESS NOTED OTHERWISE ON THE

DRAWINGS.

19. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS WHERE REQUIRED.

20. ALL PENETRATIONS THROUGH ANY SURFACE SHALL BE THOROUGHLY SEALED WITH

APPROPRIATE SEALANT MATERIAL.

21. UNLESS OTHERWISE NOTED, ALL EXTERIOR AND INTERIOR METAL, TRIM, TREILLAGE

(ORNAMENTAL STRUCTURES), RAILINGS, MOLDINGS, FRAMES, CASTING ETC., SHALL BE PAINTED.

ELECTRIC AND COMM NOTES

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

COMMUNICATIONS AS NOTED AND PROTECTING LINES AS NOTED.

23. 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.

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

OFFICER FOR DISCONNECTION OF LINES BEFORE CONTRACTOR REMOVAL. SEE ELECTRICAL

DRAWINGS FOR DESCRIPTION.

STRUCTURAL NOTES

25. GOVERNING BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2012

OCCUPANCY CATEGORY: II

26. WIND DESIGN

a. BASIC WIND SPEED (3 SECOND GUST): 115 MPH

b. WIND IMPORTANCE FACTOR, IW: 1.0

c. WIND EXPOSURE: C

d. COMPONENT AND CLADDING DESIGN WIND PRESSURE SHALL BE AS REQUIRED PER ASCE 7-10.

27. CONCRETE

1. ALL CONCRETE MIX DESIGNS SHALL COMPLY WITH THE PROJECT SPECIFICATIONS AND THE

REQUIREMENTS LISTED BELOW:

EXTERIOR SLABS (DOCKS, ETC.):

1) 28 DAY COMPRESSIVE STRENGTH: 4500 PSI

2) MAXIMUM W/C RATIO: 0.45

3) MAXIMUM AGGREGATE SIZE: 1"

4) MINIMUM AIR CONTENT: 6%

2. WATER USED IN MIXING CONCRETE SHALL CONFORM TO ASTM C1602.

3. NO PIPES, DUCTS, SLEEVES, ETC. SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS

SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. NO ALUMINUM

PRODUCTS SHALL BE EMBEDDED IN CONCRETE. PENETRATIONS THRU STRUCTURAL CONCRETE

ELEMENTS MUST BE APPROVED BY THE ENGINEER AND SHALL BE BUILT INTO THE ELEMENT P

RIOR TO CONCRETE PLACEMENT.

28. TIMBER

1.WOOD GRADES (UNLESS NOTED OTHERWISE)

A. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR/LARCH CLEARLY MARKED WITH A STAMP

BY WWPA APPROVED AGENCY AND SHALL BE GRADED AS FOLLOWS:

1) VERTICAL MEMBERS: POST & TRIMMERS: NO. 1, STUDS: NO. 2.

B. ALL FRAMING IN CONTACT WITH FOOTINGS, FOUNDATIONS OR SLABS ON GRADE SHALL

BE PRESSURE TREATED OR TIMBERSTRAND LSL TREATED LUMBER WITH EQUIVALENT

STRESS GRADES TO TYPICAL FRAMING MEMBERS.

C. UNLESS NOTED OTHERWISE, ALL ENGINEERED LUMBER SHALL BE FURNISHED BY

TRUS-JOIST CORPORATION OR APPROVED EQUAL AND SHALL HAVE THE FOLLOWING

MINIMUM PROPERTIES: MODULUS OF ELASTICITY FLEXURAL STRESS RATING

LVL: 1,900,000 PSI 2,600 PSI

PSL: 2,000,000 PSI 2,900 PSI

LSL: 1,500,000 PSI 2,250 PSI

2. SHEATHING SHALL BE APA RATED SHEATHING, EXPOSURE I, EXTERIOR GLUE AND PANEL

INDEX RATING AS NOTED BELOW UNLESS NOTED OTHERWISE:

LOCATION THICKNESS PANEL INDEX

ROOFS: 19/32” 32/16

3. INDIVIDUAL PIECES OF SHEATHING AT ROOF, AND SHEAR WALLS SHALL NOT BE SMALLER

THAN 24” IN EITHER DIRECTION AND SHALL SPAN A MINIMUM OF TWO FRAMING SPACES, UNO.

4. CONNECTIONS, FASTENERS, AND ADHESIVE

A. ALL BOLTS THRU WOOD SHALL BE ASTM A307 AND SHALL HAVE HARDENED WASHERS

UNDER ASTM A563 HEAVY HEX NUT AND BOLT HEADS.

B. UNLESS NOTED OTHERWISE, 8d COMMON NAILS SHALL BE USED TO FASTEN ALL

PLYWOOD SHEATHING TO SUPPORTING JOISTS, LEDGERS OR BLOCKING AS FOLLOWS:

1) BOUNDARY NAILING “BN”: 4”O.C. AT ALL ROOF SHEATHING.

2) THE HEAD OF ALL NAILS SHALL BE DRIVEN FLUSH WITH THE SURFACE OF THE

SHEATHING.

C. ALL NAILS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:

MIN. PENETRATION NAIL SIZE SHANK DIAMETER INTO SUPPORT MEMBER

6d 0.113” 1.25” 8d 0.131” 1.50” 10d 0.148” 1.63” 12d 0.148” 1.63” 16d 0.162” 1.75”

D. ALL FRAMING ANCHORS, POST CAPS, HOLD DOWNS, COLUMN BASES ETC. TO BE

PROVIDED BY SIMPSON OR APPROVED EQUAL.

5. UNLESS NOTED OTHERWISE, ALL ROOF SHEATHING SHALL HAVE SOLID BLOCKING AT ALL

PANEL EDGES.

6.AT ALL OVERBUILD LOCATIONS, ROOF SHEATHING SHALL BE COMPLETE BELOW OVERBUILDS

PRIOR TO OVERBUILD CONSTRUCTION.

7.PROVIDE SOLID 2” (NOMINAL) FULL DEPTH BLOCKING AT ENDS AND

SUPPORT LOCATIONS FOR ALL JOISTS AND RAFTERS. BLOCKING SHALL BE ATTACHED TO

SUPPORT FRAMING WITH A MINIMUM OF (1) SIMPSON A35 FRAMING ANCHOR BETWEEN JOISTS

UNLESS NOTED OTHERWISE.

8.EXCEPT WHERE NOTED OTHERWISE, THE NUMBER AND SIZE OF NAILS CONNECTING WOOD

MEMBERS SHALL NOT BE LESS THAN THAT SET FORTH IN IBC TABLE 2304.9.1. CONNECTIONS FOR

MULTIPLE PIECES OF ENGINEERED LUMBER PIECES SHALL BE IN ACCORDANCE WITH THE

MANUFACTURERS SPECIFICATIONS.

9.UNLESS NOTED OTHERWISE, ALL HORIZONTAL FRAMING MEMBERS SHALL BE INSTALLED WITH

THE NATURAL CROWN UP.

10. EXISTING MEMBERS

a. WHERE THE PLANS NOTE THAT EXISTING WOOD MEMBERS ARE TO BE USED, EACH PIECE

SHALL BE CAREFULLY INSPECTED PRIOR TO INSTALLATION. MEMBERS SHALL NOT BE

WARPED, BROKEN, OR CRACKED(OTHER THAN TYPICAL CHECKING). WHEN REMOVING THE

MEMBERS FROM THE EXISTING STRUCTURE, CARE SHALL BE TAKEN TO NOT DAMAGE

THE MEMBERS AND THEY SHALL BE PROTECTED AND STORED AS IF THEY ARE NEW

MEMBERS.

29. NOT USED

ABBREVIATION LEGEND:

COR.... CONTRACTING OFFICER REPRESENATIVE

FG ...... FINISHED GRADE

BLDG... BUILDING

FF ........ FINISHED FLOOR

FL ........ FLOW LINE

GRD..... GROUND

EO........ EDGE OF ROAD

LPP....... LIGHT UTILITY POLE

N.I.C...... NOT IN CONTRACT

TPP...... TELEPHONE UTILITY POLE

S .......... SLOPE

SD ....... STORM DRAIN

SS ....... SANITARY SEWER

SSMH... SANITARY SEWER MAN HOLE

W ......... WATER

MH........ MAN HOLE

(##) ...... EXISTING ELEVATION

INV ....... INVERT

ISPWC.. IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION

IDAPA... IDAHO ADMINISTRATIVE PROCEDURES ACT

CB ....... CATCH BASIN

FNC....... FENCE

EXISTING WATERLINE

EXISTING SEWERLINE

NEW ELECTRICAL LINE

EXISTING ELECTRICAL LINE

NEW TELECOMMUNICATIONS LINE

EXISTING TELECOMMUNICATIONS LINE

EXISTING SANITARY SEWER MANHOLE

POWER POLE

MAJOR CONTOUR AND ELEVATION (FEET)

W

S

LEGEND:

EXISTING ASPHALT

ACCESSIBLE PARKING STALL

SIGN

TELEPHONE PEDESTAL

E

E

T

T

EXISTING SURVEY CONTROL POINT

EXISTING VALVE AND BOX - SIZE VARIES

EXISTING DRAIN VALVE AND BOX - SIZE VARIES

EXISTING WATER METER - SIZE VARIES

HAND HOLE BOX

CONIFER TREE ( >60 FEET)

EXISTING FENCEX

EXISTING CLEANOUT

BURIED CABLEBC BC

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EXISTING 2" PVC

POWDER SHED

MCCALL WHAREHOUSE

PAPPROX. DEPTH 3 FEET

VALVE BOX & WATERLINE TIE - IN

SCRAP PILE

SEWERLINE

38' X 80'TREE COOLER BUILDING

PROPANE SHED

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BLACKSMITH SHOP

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BUNKHOUSE

WATERLINE - PROTECT

PROPERTY LINE

UNDERGROUND ELEC.

DISTRIBUTION LINE -

UNDERGROUND

ELECTRICAL LINE

ELECTRICAL

VAULT

NEW ROOF ADDITION

NEW ROOF ADDITION

NEW CONCRETE SLAB

APPROXIMATE LOCATION OF NEW BASIN GRATE. CONTRACTOR

SHALL GRADE ALL ADJACENT SURFACES TO PROVIDE POSITIVE

DRAINAGE TOWARD THE NEW BASIN. MINIMUM SLOPE SHALL BE 1%

REMOVE AND SALVAGE EXISTING ROOF

PANELS AND INSTALL NEW ROOF PANELS

REPLACE EXISTING DROP INLETS.

(TOTAL OF 3) EXISTING

EXISTING

REPLACE 164 FEET OF EXISTING

STORM DRAIN WITH NEW 12-INCH

SDR 35 DRAIN PIPING

EXISTING

EXISTING

EXISTING

REPLACE 49 FEET OF EXISTING

STORM DRAIN WITH NEW 18-INCH

SDR 35 DRAIN PIPING

#1324

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WOOD

STATE H

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#1203

FIRE CREW OFFICE

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PROPANE

STORAGE

BARN

#1326

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W

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#1502

FIRE ENGINE BAY

E

W

PROPERTY LINE

ENG. SOILS

LAB

#1388

EXISTING BURIED WATERLINE

TREE COOLER BUILDING

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38' X 80'REMOVE EXISTING

POWER POLE & OVERHEAD POWER

EXISTING CITY SEWERLINE - APPROX.

6' BELOW EXIST. GROUNDEXISTING SEWERLINE TIE IN

EXISTING WATERLINE TIE - IN

APPROX. DEPTH 4'

1-1/4" PVC

CONCRETE VALVE BOX

25 PAIR PHONE LINE

APPROX. LOCATION

PIPE 4'-3" DEEP

NEW ROOF ADDITION

ROOF ADDITION

DRAINAGE GRATE AND BASIN

BURIED 12" SDR35

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INSTALL NEW UNDERGROUND POWER

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NEW UNDERGROUND ELECTRICAL LINE

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INSTALL NEW CONCRETE SLAB

12FT X 20FT

REMOVE EXISTING POWER POLE & OVERHEAD POWER

REMOVE AND SALVAGE EXISTING ROOF

PANELS AND INSTALL NEW ROOF PANELS

O E

O E

O E

O E

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

BC

INSTALL NEW

COMMUNICATION LINES

INSTALL NEW

COMMUNICATIONS LINES

EXISTING

EXISTING

INSTALL NEW

AND BLOW OUT. SEE DETAIL SHEET D3

INSTALL

INSTALL

INSTALL

BC BC BC

EXISTING

EXISTING

EXISTING

SITE PLAN (MCCALL)

SCALE: 1/64" = 1'-0"1

SITE PLAN (COUNCIL)

SCALE: 1/64" = 1'-0"2

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

R4

INTERMOUNTAIN REGION

MCCALL &

COUNCIL YARD

TREE COOLER

DEFERRED

MAINTENANCE

PAYETTE NATIONAL

FOREST

MCCALL & COUNCIL DISTRICT

SITE PLANS

09/25/2025

G.LEVESQUE

W.DAY

S.THOMPSON

C1

4 13SCALE IN FEET

032 32 64

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A2

12'

MEN2

CONDENSER UNITS

ROOM

STORAGE/BREAK

WOMEN

SINK

DOCK

10'

WRAPPING ROOM

ROOM 103

ACCLIMATION

11'

A2

COLD STORAGE

5'

'-7

'-5

3' -6

RAMPLANDING LANDING 7'

ATTIC ACCESS

80' 10'

DOWN

INSTALL NEW ROOF

ADDITION TO COVER

EXISTING STAIRS

INSTALL NEW ROOF ADDITION TO

COVER EXISTING LANDING &

RAMP

INSTALL NEW STEEL COLUMNS TO SUPPORT

ROOF ADDITION (TYP 3). SEE SHEET A3

REPLACE EXISTING UNIT

HEATER WITH NEW QMARK

MUH051-81, 208 VAC

REPLACE EXISTING

WATER HEATER

REPLACE

EXISTING

WINDOWS

(TYP 5)

INSTALL NEW CORBELS

TO SUPPORT ROOF

ADDITION (TYP 2)

[COUNCIL SITE ONLY] INSTALL

NEW CONCRETE EQUIPMENT PAD

12' x 38'

WATER

HEATER

MODIFY

EXISTING

HANDRAIL

CONDENSER UNITS

NEW SLAB AT

LOADING DOCK

(20' x 25'-6"). SEE

SHEET D2.

INSTALL NEW

SLAB AT STAIR

LANDING (3'-6" x 6').

SEE SHEET D2.

REPLACE EXISTING SIDING AND

TRIM FOR ENTIRE BUILDING

REMOVE EXISTING

VINYL FLOORING.

GRIND & POLISH

CONCRETE

INSTALL PLYWOOD ON UNDERSIDE OF

TRUSSES AND INSTALL R-60 BLOWN IN

CELLULOSE INSULATION IN THIS AREA

REMOVE EXISTING

VINYL FLOORING.

GRIND & POLISH

CONCRETE

PATCH CRACKS IN SLAB FLOOR AND

RECAULK AROUND SLAB PERIMETER AT

JOINT BETWEEN SLAB FLOOR AND WALLS

INSTALL METAL

BOARD & BATTEN

SIDING ON TWO

WALLS BEHIND &

ADJACENT TO

CONDENSER UNITS

[COUNCIL SITE ONLY] REPLACE

THREE WALL HEATERS WITH NEW

CADET CEC163TW HEATERS

FLOOR PLAN

SCALE: 1/8" = 1'-0"1 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

R4

INTERMOUNTAIN REGION

MCCALL &

COUNCIL YARD

TREE COOLER

DEFERRED

MAINTENANCE

PAYETTE NATIONAL

FOREST

MCCALL & COUNCIL DISTRICT

FLOOR PLAN

09/25/2025

G.LEVESQUE

W.DAY

S.THOMPSON

A1 5 13

SCALE IN FEET

04 4 8

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C O

U N

C

IL

Y

AR

D S

IT

E

PR

O

PE

R

TY

L

IN

E

9'-0" +/-

2-24"X30" VENTS

ALL CORNERS

1"X4" TRIM TYP.

NEW 5-1/4" X 11-7/8"

MICROLAM LVL BEAM

EXISTING

4" PIPE

COLUMN

NEW ROOF

EXTENSION

NEW 4-INCH SCH 80

STEEL PIPE CORBEL

(TYP 2)

NEW CONCRETE

SLAB SEE SHEET D2

NEW SLAB SHALL

MATCH ELEVATION

OF EXISTING STAIR

LANDING. SLOPE

SLAB FOR DRAINAGE

PER SHEET D2.

REMOVE AND SALVAGE EXISTING ROOFING

PANELS. INSTALL NEW ROOFING PANELS

REMOVE SIDING AND FELT

PAPER FROM ENTIRE BUILDING.

INSTALL NEW BUILDING WRAP,

FLASHING, AND FIBER CEMENT

SIDING AND TRIM.

REPLACE WINDOW

REMOVE VENT PENETRATING ROOF. REROUTE VENT

PIPING TO NEAREST GABLE. (COUNCIL SITE ONLY)

A2

INSTALL METAL BOARD & BATTEN SIDING ON TWO

WALLS BEHIND & ADJACENT TO CONDENSER UNITS

CONDENSER UNITS

MODIFY

EXISTING

HANDRAIL

REMOVE AND SALVAGE EXISTING

ROOFING PANELS. INSTALL NEW

ROOFING PANELS

INSTALL NEW ROOF

EXTENSION

INSTALL NEW ROOF

EXTENSION

BOLT NEW

CORBEL TO

EXTERIOR WALL.

SEE SHEETS A4

AND A5

INSTALL NEW PIPE COLUMN TYP 3.

SEE SHEETS A3, A4, AND A5

INSTALL NEW

CONCRETE SLAB.

SEE SHEET D2.

COUNCIL SITE

ONLY. INSTALL

NEW CONCRETE

EQUIPMENT PAD

A5

A5

WELD NEW

CORBEL TO

EXISTING PIPE

COLUMN. SEE

SHEET A5

REMOVE SIDING AND

FELT PAPER FROM

ENTIRE BUILDING.

INSTALL NEW

BUILDING WRAP,

FLASHING, AND

FIBER CEMENT

SIDING AND TRIM.

SLOPE 1% AWAY

FROM BUILDING

REPLACE

WINDOWS

REPAIR RAILINGS

AND CONCRETE

LOADING DOCK ELEVATION

SCALE: 1/8" = 1'-0"1

RAMP & LANDING ELEVATION

SCALE: 1/8" = 1'-0"2

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

R4

INTERMOUNTAIN REGION

MCCALL &

COUNCIL YARD

TREE COOLER

DEFERRED

MAINTENANCE

PAYETTE NATIONAL

FOREST

MCCALL & COUNCIL DISTRICT

ELEVATIONS

09/25/2025

G.LEVESQUE

W.DAY

S.THOMPSON

A2 6 13

SCALE IN FEET

04 4 8

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14'-0"

DOWN

27'-0"

LANDING 7'

-0

RAMP LANDING3'

-6

7' -0

2' -0

INSTALL 5 14" X 11 78"

VERSALAM LVL BEAM

EDGE OF EXISTING

ROOF. 2'-0"

OVERHANG FROM

EXTERIOR WALL

(TYP)

EDGE OF EXISTING

ROOF. 2'-0"

OVERHANG FROM

EXTERIOR WALL

(TYP)

NEW FASCIA

LINE. MATCH

EXISTING

FASCIA

INSTALL 5 14" X 11 78"

VERSALAM LVL BEAM

2' -0

2'-0" 2'-0"

2'-0" 2'-0"

EDGE OF NEW ROOF

ADDITION 2'-0"

OVERHANG FROM

STAIR AND LANDING

EDGE OF NEW ROOF

ADDITION 2'-0"

OVERHANG FROM

RAMP AND LANDING

INSTALL 2x6

RAFTERS @ 12" OC

INSTALL 2x6

RAFTERS @ 12" OC

1 ROOF ADDITION PLAN

SCALE: 1/8" = 1'-0"

WELL COMPACTED

7'

COLD STORAGE

NEW ROOF EXTENSION

IMPORTED MATERIAL

NEW STEEL COLUMN

RAMP & LANDING SECTION

SCALE: 1/8" = 1'-0"2

12"

12"

2' -1

0"

9- 7/

8"

2' -6

5'-0"

5 14 X 11 78 BEAM FOR NEW

ROOF EXTENSION

10'-6" 12'

NEW FRAMING FOR

ROOF EXTENSION

MODIFY EXISTING PIPE

HANDRAIL

NEW STEEL COLUMN

(TYP 3)

RAMP & LANDING SECTION

SCALE: 1/8" = 1'-0"3

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

R4

INTERMOUNTAIN REGION

MCCALL &

COUNCIL YARD

TREE COOLER

DEFERRED

MAINTENANCE

PAYETTE NATIONAL

FOREST

MCCALL & COUNCIL DISTRICT

ROOF ADDITION PLAN

09/25/2025

G.LEVESQUE

W.DAY

S.THOMPSON

A3 7 13

SCALE IN FEET

04 4 8

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AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

EXISTING SCUPPERS

AutoCAD SHX Text

EXISTING 4" REINFORCED CONCRETE SLAB

AutoCAD SHX Text

EXISTING 4" COMPACTED AGGREGATE

AutoCAD SHX Text

EXISTING RAISED CURB

AutoCAD SHX Text

4"X3" TREATED

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

EXISTING 6" CONC. WALL

AutoCAD SHX Text

6" CONC. WALL

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14'-0"

DOWN

27'-0"

LANDING 7'

-0

RAMP LANDING7'

-6

'-0

3' -6

5 14" X 11 78" VERSALAM

LVL BEAM

EDGE OF EXISTING ROOF. 2'-0" OVERHANG

FROM EXTERIOR WALL (TYP) NEW FASCIA

LINE. MATCH

EXISTING

FASCIA

5 14" X 11 78"

VERSALAM

LVL BEAM

2' -0

1'-0"

2'-0" 2'-0"

EXTERIOR

WALL FACE

JOISTS @ 24" O.C.

RAFTERS @ 12" O.C.

RAFTERS @ 12" O.C.

NEW RAFTERS TO EXTEND

2'-0" BEYOND EXTERIOR

WALL TOWARDS PEAK

SCAB NEW RAFTERS

ONTO ROOF TRUSSES

ROOF ADDITION FRAMING PLAN

SCALE: 1/8" = 1'-0"1

EVE DETAIL

SCALE: 1/8" = 1'-0"2

4" SCH 80 STEEL PIPE CORBEL

VERIFY EXISTING

FRAMING USED AS

BACKING FOR NEW

CORBEL ATTACHMENT

CORNER OF BUILDING

2X6 STUD

EXTERIOR SHEATHING

AND SIDING

CORBEL WELDED TO 38 STEEL PLATE AND

BOLTED TO EXISTING PLYWOOD

SHEATHING

BOLT CORBEL AND PLATE DIRECTLY TO

EXISTING BUILDING PLYWOOD SHEATHING

EXISTING SHEATHING AND SIDING

8"

1' -4

SECTIONELEVATION

STEEL PIPE CORBEL

EXISTING EXTERIOR WALL FRAMING

NEW 5 14 X 11 78 LVL BEAM

CORBEL ATTACHMENT DETAIL

SCALE: 1/2" = 1'-0"3

4" SCH 80 STEEL PIPE CORBEL

4" SCH 80 STEEL PIPE CORBEL

4" SCH 80 STEEL PIPE CORBEL

SECTION

PLAN

ELEVATION

SIMPSON CCO COLUMN CAP

SIMPSON CCO COLUMN CAP

SIMPSON CCO COLUMN CAP

5 14 X 11 78 LVL BEAM

8 STEEL PLATE AT

BUILDING EXTERIOR WALL

CUT STEEL PIPE CORBEL FLUSH

WITH SIMPSON CCO COLUMN CAP

CUT STEEL PIPE CORBEL FLUSH

WITH SIMPSON CCO COLUMN CAP

CUT STEEL PIPE CORBEL FLUSH

WITH SIMPSON CCO COLUMN CAP

CUT STEEL PIPE CORBEL TO MATCH

CUT AT SIMPSON CCO COLUMN CAP

8 STEEL PLATE AT BUILDING

EXTERIOR WALL

CUT STEEL PIPE CORBEL TO MATCH

CUT AT SIMPSON CCO COLUMN CAP

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

R4

INTERMOUNTAIN REGION

MCCALL &

COUNCIL YARD

TREE COOLER

DEFERRED

MAINTENANCE

PAYETTE NATIONAL

FOREST

MCCALL & COUNCIL DISTRICT

ROOF ADDITION

FRAMING

09/25/2025

G.LEVESQUE

W.DAY

S.THOMPSON

A4 8 13

SCALE IN FEET

04 4 8

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AutoCAD SHX Text

AutoCAD SHX Text A5

AutoCAD SHX Text soffits (typ)

AutoCAD SHX Text 2 x 6 df rafters

AutoCAD SHX Text @ 12" o.c. (no. 2 or

AutoCAD SHX Text vented metal

AutoCAD SHX Text 4" sch80 steel pipe column

AutoCAD SHX Text 5 1/4" x 11 7/8"

AutoCAD SHX Text metal drip edge

AutoCAD SHX Text new alum. fascia

AutoCAD SHX Text (match exist.) over

AutoCAD SHX Text 2 x 6 sub-fascia

AutoCAD SHX Text vented metal

AutoCAD SHX Text versalam-plus

AutoCAD SHX Text flashing (typ)

AutoCAD SHX Text soffit

AutoCAD SHX Text beam

AutoCAD SHX Text better)

AutoCAD SHX Text new roofing (match

AutoCAD SHX Text exist.) over ice & water

AutoCAD SHX Text plywood sheathing

AutoCAD SHX Text simpson h2.5 at each end

AutoCAD SHX Text of rafters (typ)

AutoCAD SHX Text shield over 5/8"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/4"

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NEW ROOF

EXTENSION

BOLT NEW

CORBEL TO

EXISTING

WALL

NEW ROOF

EXTENSION

WELD NEW

CORBEL TO

EXISTING

COLUMN

LOADING DOCK ELEVATION

SCALE: 1/8" = 1'-0"1

LOADING DOCK SECTION

SCALE: 1/8" = 1'-0"2

FLASHING DETAIL

SCALE: 1/8" = 1'-0"5

FRAMING DETAIL

SCALE: 1/8" = 1'-0"6

POST DETAIL

SCALE: 1/8" = 1'-0"7

PIPE CORBEL DETAIL

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

PIPE CORBEL DETAIL

SCALE: 1/4" = 1'-0"3

2x6 ROOF EXTENSION RAFTER

4-INCH STEEL

PIPE CORBEL

4-INCH STEEL

PIPE COLUMN

ROOF EXTENSION BEAM

SIMPSON CCO-6

W/4 58 INCH BOLTS

2x6 ROOF EXTENSION RAFTER

4-INCH STEEL

PIPE CORBEL

FACE OF EXTERIOR WALL

ROOF EXTENSION BEAM

SIMPSON CCO-6

W/4 58 INCH BOLTS

4-INCH TRIM BOARD

38 INCH PLATE STEEL

A4

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

R4

INTERMOUNTAIN REGION

MCCALL &

COUNCIL YARD

TREE COOLER

DEFERRED

MAINTENANCE

PAYETTE NATIONAL

FOREST

MCCALL & COUNCIL DISTRICT

ROOF ADDITION DETAILS

09/25/2025

G.LEVESQUE

W.DAY

S.THOMPSON

A5 9 13

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

LANDING

AutoCAD SHX Text

EXISTING LOADING

AutoCAD SHX Text

DOCK

AutoCAD SHX Text

AutoCAD SHX Text A5

AutoCAD SHX Text exist. metal fascia

AutoCAD SHX Text and sub-fascia to

AutoCAD SHX Text new fascia

AutoCAD SHX Text edge of exist.

AutoCAD SHX Text sheathing (to

AutoCAD SHX Text remain)

AutoCAD SHX Text install new 2x6 @ 12" OC

AutoCAD SHX Text existing truss with (10) 10D nails

AutoCAD SHX Text Extend two feet beyond face

AutoCAD SHX Text rafters scabbed onto

AutoCAD SHX Text existing trusses

AutoCAD SHX Text @ 24" o.c.

AutoCAD SHX Text new 2 x 6 blocking

AutoCAD SHX Text face 0f exist. bldg

AutoCAD SHX Text lookout rafters

AutoCAD SHX Text (match size

AutoCAD SHX Text w/lookouts)

AutoCAD SHX Text install new

AutoCAD SHX Text remain

AutoCAD SHX Text (match existing)

AutoCAD SHX Text of exterior wall

AutoCAD SHX Text exist. dwarf end truss

AutoCAD SHX Text new 2 x 6 blocking

AutoCAD SHX Text

2 X 6 SUB-FASCIA

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

METAL DRIP EDGE

AutoCAD SHX Text

TYP ALL EDGES

AutoCAD SHX Text

METAL FASCIA

AutoCAD SHX Text

TYP. ALL FASCIA

AutoCAD SHX Text

METAL ROOFING

AutoCAD SHX Text

VENTED METAL SOFFIT

AutoCAD SHX Text

TYP. ALL SOFFITS

AutoCAD SHX Text

4" SCH80 PIPE COLUMN

AutoCAD SHX Text

5 1/4" X 11 7/8" VERSALAM

AutoCAD SHX Text

W/4- 5/8" BOLTS

AutoCAD SHX Text 1/4"

AutoCAD SHX Text

LVL BEAMS

AutoCAD SHX Text

SIMPSON CCO-6

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

LANDING

AutoCAD SHX Text

EXISTING LOADING

AutoCAD SHX Text

DOCK

AutoCAD SHX Text

AutoCAD SHX Text A5

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text

45DEG

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text

45DEG

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WINDOW SCHEDULE

NO SCALE2

OBSCURED GLAZING - 2 EA.21 3 EA.

SINK

105MEN

CORRIDOR

WOMEN

DOWN

STORAGE/BREAK

ROOM

ACCLIMATION

ROOM 103

WRAPPING ROOM

LANDING

COLD STORAGE

RAMP LANDING

TRENCH DRAIN

2 1

1 1

CONTROL JOINTS ON 6-FOOT X

6-FOOT GRID. CUT OR TROWEL.

WINDOW PLAN - EXISTING

SCALE: 3/32" = 1'-0"1

4" PIPE COLUMN

5"

1-1/2"

8"

8"

1/4"WELD

1-1/2"CL

SCHEDULE 80

CL

ANCHOR PER MANUFACT'S

5-1/4"X11"-7/8"

6"

-7

/8

5-3/8"

WELD

1/4"

WRAP END (TOP & SIDES) W/GALV.

METAL FLASHING - PAINT TO MATCH

BODY OF BUILDING

PAINT BEAM TO MATCH

5" 1-1/2"1-1/2"

DRILL 9/16" HOLES

FOR 1/2"X6" ANCHOR

BOLTS W/PLATE AND

3/8" BASE PLATE

SPLIT WASHERS

MICRO=LAM LVL BEAM

BODY OF BUILDING

RECOMMENDATIONS

PIPE COLUMN DETAIL

NO SCALE3

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

R4

INTERMOUNTAIN REGION

MCCALL &

COUNCIL YARD

TREE COOLER

DEFERRED

MAINTENANCE

PAYETTE NATIONAL

FOREST

MCCALL & COUNCIL DISTRICT

WINDOW PLAN &

DETAILS

09/25/2025

G.LEVESQUE

W.DAY

S.THOMPSON

D1 10 13

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WATER

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HEATER

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DOCK SLAB PLAN

SCALE: 1/8" = 1'-0"1

DOCK SLAB SECTION

SCALE: 3/16" = 1'-0"2

MASTIC EXPANSION GASKET BETWEEN

NEW SLAB AND EXISTING FOOTING

6" DEPTH CONCRETE SLAB W/ #4 REBAR REINFORCING

18" O.C. BOTH WAYS MAINTAIN REBAR SO THAT IT IS

SUSPENDED IN CENTER OF CONCRETE PAD

6" COMPACTED CRUSHED AGGREGATE

GRADING "C"EXISTING GROUND

6" DEPTH COMPACTED AGGREGATE

SHOULDER TYP. CUT OR FIL

DOCK

BASIN PLAN VIEW

A A

BASIN SECTION A-A

Ø 24.0"

Ø 32.0" nØ 23.0" nØ 24.0"

Ø 42.0"

Ø 4.0"

Ø 4.5"

Ø 4.0"

Ø 4.5"

Ø 17.0"

Ø 13.0" q

Ø 36.0"

Ø 6.0"

Ø 6.0"

Ø 19.0"

KNOCKOUT

(4) TOTAL

Ø 3.0 Ø 1.5

Ø 28.5 Ø 24.8

NYLOPLAST

DUCTILE IRON

DO

N

OT

P

OL

LU

TE

D

RA

IN

S

TO

W

AT

ER

W

AY

S Ø 1.3

GRATE PLAN VIEW

GRATE SECTION

GRATE PLAN VIEW

C O

R R

ID

O

R

D O

W N

D O

C K

25'-6"

CONTROL JOINTS ON 10-FOOT X

10-FOOT GRID. CUT OR TROWEL.

6'3'-6"

EDGE GUARD (TYP ALL EXPOSED CONCRETE

EDGES) SEE DETAIL 4 SHEET D2.

MATCH

GRADE AT

EXISTING

STAIR

LANDING

MCCALL SITE ONLY. APPROXIMATE

LOCATION OF NEW BASIN GRATE.

CONTRACTOR SHALL GRADE ALL

ADJACENT SURFACES TO PROVIDE

POSITIVE DRAINAGE TOWARD THE

NEW BASIN. MINIMUM SLOPE SHALL

BE SUFFICIENT TO CONVEY SURFACE

WATER WITHOUT PONDING

EXISTING GROUND

6" DEPTH COMPACTED AGGREGATE

SHOULDER TYP. CUT OR FIL

3"X3"X1

4" STEEL

ANGLE W 12" STUDS

24" OC (TYP)

6" COMPACTED CRUSHED AGGREGATE

CONCRETE SLAB

DRAINAGE BASIN & GRATE

NO SCALE4

SLAB EDGE DETAIL

SCALE: 1" = 1'-0"3

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

R4

INTERMOUNTAIN REGION

MCCALL &

COUNCIL YARD

TREE COOLER

DEFERRED

MAINTENANCE

PAYETTE NATIONAL

FOREST

MCCALL & COUNCIL DISTRICT

DOCK SLAB & STORM

DRAIN

09/25/2025

G.LEVESQUE

W.DAY

S.THOMPSON

D2 11 13

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MIN.

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FILL SLOPE

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SLOPE 1%%%

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SLOPE 1%%%

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MIN.

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COLD STORAGE

12'

CONTROL

JOINTS ON

6-FOOT X

6-FOOT GRID.

CUT OR

TROWEL.

D3

MASTIC EXPANSION GASKET BETWEEN

NEW SLAB AND EXISTING FOOTING

4" DEPTH CONCRETE SLAB W/ #4 REBAR REINFORCING 18"

O.C. BOTH WAYS MAINTAIN REBAR SO THAT IT IS

SUSPENDED IN CENTER OF CONCRETE PAD

6" COMPACTED CRUSHED AGGREGATE

GRADING "C"

EXISTING GROUND

6" DEPTH COMPACTED AGGREGATE

SHOULDER TYP. CUT OR FIL

8"

TOP OF NEW SLAB SHALL BE 8" BELOW EXISTING SIDING

AT BUILDING FOUNDATION WALL

SLOPE 1% AWAY FROM BLDG

EQUIPMENT SLAB PLAN

SCALE: 1/8" = 1'-0"1

EQUIPMENT SLAB SECTION

SCALE: 1/4" = 1'-0"2

DRAIN PIPING TRENCH DETAIL

NO SCALE4

CURB VALVE & BLOWOUT DETAIL

NO SCALE3

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

R4

INTERMOUNTAIN REGION

MCCALL &

COUNCIL YARD

TREE COOLER

DEFERRED

MAINTENANCE

PAYETTE NATIONAL

FOREST

MCCALL & COUNCIL DISTRICT

COUNCIL EQUIPMENT

PAD

09/25/2025

G.LEVESQUE

W.DAY

S.THOMPSON

D3 12 13

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SLOPE 1%%%

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MIN.

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FILL SLOPE

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

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OTHER THAN 12" IS REQUIRED OVER TOP OF PIPE.

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3.- REQUIRED DEPTH VARIES WITH TYPE OF PIPE, SEE SPECIFICATIONS TO DETERMINE IF

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BOTTOM 1/2 OF CIRCUMFERENCE OF THE PIPE WILL REST ON UNDISTURBED SOIL

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SPECIFICATIONS, THIS NEED NOT BE EXCAVATED. IF FOR SEWERLINE, ROUND TRENCH SO

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WIDTH ALLOWED.

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MATERIAL ENCOUNTERED. IF SOIL IS OF A UNIFORM TEXTURE MEETING PIPE-ZONE MATERIAL

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PIPE-ZONE MATERIAL OR IMPORTED SPECIAL BEDDING SHALL BE USED DEPENDING ON

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2.- IF BOTTOM OF TRENCH IS UNSATISFACTORY BEDDING MATERIAL, A MINIMUM OF 4" OF

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DEPTHS GREATER THAN 4'-0", THE WALLS SHALL BE LAID BACK TO MEET APPLICABLE

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1.- WALLS SHALL BE VERTICAL FOR TRENCHES LESS THAN 4'-0" DEEP AT CENTERLINE; FOR

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SAFETY STANDARDS.

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NOTES:

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SEE NOTE-4 (TOP WIDTH PLUS-3')

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TOP WIDTH (SEE NOTE-1)

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VARIES

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CENTERLINE DEPTH

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WIDTH 24"

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DESIGN

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SEE NOTE-2

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PIPE DIAMETER

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SEE NOTE-3

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MATERIAL ENCOUNTERED.

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OR NON-EXCAVATED MATERIAL, DEPENDING ON

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PIPE ZONE MATERIAL, SPECIAL BEDDING MATERIAL,

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PIPE ZONE MATERIAL

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SEE NOTE-1

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TRENCH

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TYPE-4

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TRENCH

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TYPE-3

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TRENCH

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TYPE-2

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TRENCH

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TYPE-1

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0 TO 4'

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7' TO 10'

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MATERIAL

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ABOVE PIPE-ZONE

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OVER 10'

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4' TO 7'

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GRAVEL BASE MATERIAL

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COMPACTED FILL

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6" DEEP GRAVEL UNDER VALVE & PIPE

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HDPE PIPE

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"CHRISTY" CONCRETE VALVE BOX & EXTENSIONS W/ LOCKING LID MARKED "WATER"

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REMOVE KNOCKOUT FOR PIPE. BOX MUST NOT REST ON PIPE.

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INSTALL TOP OF CURB BOX LEVEL WITH FINISH GRADE.

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SPIGOT FOR BLOWOUT

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ONE WAY CHECK VALVE FOR BLOW OUT SPIGOT ONLY

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BACKFILL TO 12" BELOW SPIGOT

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FURNISH ONE VALVE EXTENSION WITH EACH DEEP VALVE

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TO BUILDING

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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

R4

INTERMOUNTAIN REGION

MCCALL &

COUNCIL YARD

TREE COOLER

DEFERRED

MAINTENANCE

PAYETTE NATIONAL

FOREST

MCCALL & COUNCIL DISTRICT

ELECTRICAL &

COMMUNICATIONS

09/25/2025

G.LEVESQUE

W.DAY

S.THOMPSON

E1 13 13

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