SUPPORTING_DOCUMENT_-_E_CHALLIS_SEASONAL_HOUSING_DRAWINGS.pdf

SUPPORTING DOCUMENT – E

AG-0261-S-16-0047

SEASONAL BUNKHOUSE HOUSING 2016

SALMON CHALLIS AND SAWTOOTH NF

CHALLIS SEASONAL HOUSING DRAWINGS

43 Pages (including this header page)

ITEM

NUMBER DESCRIPTION

METHOD

OF MEAS UNIT QUANTITY PRICE TOTAL

BASE BID ITEMS (BUNKHOUSE & PARKING LOT)

000050-1 Accessible Modular Bunkhouse Building #1 (1560sf) (includes concrete Foundation) LSQ LS Lump Sum

000050-2 Modular Bunkhouse Building #2 (1560sf) (includes concrete Foundation) LSQ LS Lump Sum

010250 Construction Staking LSQ LS Lump Sum

011900 Mobilization LSQ LS Lump Sum

024102 Removal of Structures and Obstructions LSQ LS Lump Sum

026460 Dumpster Pad (Includes 8' Curb Stop) AQ EA 1

033000-1 Concrete Waterway LSQ LS Lump Sum

033000-2 Concrete Sidewalks DQ LF 440

101400-1 Signs AQ EA 2

133402-1 Water Service Box AQ EA 5

133402-2 Utility Box with Pressure Reducing Valve AQ EA 1

221100-1 Water Pipeline, 2" HDPE, 160 PSI with Heat Fusion Joints, Including Trench, Pipe Zone and Bedding DQ LF 310

221100-2 Water Pipeline, 2" HDPE with Frostshield, 160 PSI with Heat Fusion Joints, Including Trench, Pipe Zone and Bedding DQ LF 120

221100-3 Water Pipeline, 2" HDPE with 5" HDPE Sleeve, 160 PSI with Heat Fusion Joints, Including Trench, Pipe Zone and Bedding DQ LF 35

221100-4 Water Pipeline, 3" HDPE, 160 PSI with Heat Fusion Joints, Including Trench, Pipe Zone and Bedding DQ LF 150

221100-5 Water Pipeline, 3" HDPE with Frostshield, 160 PSI with Heat Fusion Joints, Including Trench, Pipe Zone and Bedding DQ LF 300

221100-6 Pumpout Drains AQ EA 6

221102 Curb Valve and Box - 2" Metal AQ EA 6

221300-1 Sewerline - Gravity, 4" PVC, SDR 35, Including Trench DQ LF 570

221300-2 Sewerline - Gravity, 4" PVC with Frostshield, SDR 35, Including Trench DQ LF 95

221300-3 Sewerline - Gravity, 4" PVC with 8" PVC Sleeve, SDR 35, Including Trench DQ LF 75

221300-4 4" Sewer Cleanout AQ EA 8

260500-1 Electrical Distribution System LSQ LS Lump Sum

260500-2 Electrical Feeder Spur (bunkhouse #2) LSQ LS Lump Sum

312100 Project Site Preparation and Grading LSQ LS Lump Sum

321204-1 Crushed Aggregate Surface Course - Grading G (For Road and Parking) DQ CY 370

321204-2 Crushed Aggregate Surface Course - Grading G (For Trench Road Repair) DQ CY 60

322622 Precast Concrete Curb Stops - 6-Foot AQ EA 32

323150 2-Foot High Post and Rail Fencing DQ LF 250

Total Base:

SCHEDULE OF ITEMS

CHALLIS SEASONAL HOUSING

(Final - 3/1/2016 - RO Design Team)

BID OPTION "A" - (MODULAR BUNKHOUSE #3)

000050-3 Accessible Bunkhouse Building #3 (1,560sf) (includes concrete Foundation) LSQ LS Lump Sum

260500-3 Electrical Feeder Spur (bunkhouse #3) LSQ LS Lump Sum

Total Option "A":

BID OPTION "B" - (MODULAR BUNKHOUSE #4)

000050-4 Accessible Bunkhouse Building #4 (1,560sf) (Includes Concrete Foundation) LSQ LS Lump Sum

101400-2 Signs AQ EA 1

260500-4 Electrical Feeder Spur (bunkhouse #4) LSQ LS Lump Sum

Total Option "B":

BID OPTION "C" - (GROUP SITE, HORSHOES AND FITNESS PAD)

033000-3 Concrete Pad (Group Site, 5-inch thick - includes Aggregate Base) DQ LS Lump Sum

129300-1 Site Furnishings - Bicycle Rack (Includes Concrete Pad and Aggregate Base) AQ EA 4

129300-2 Site Furnishings - Wood Plank Picnic Table (Surface Mount) AQ EA 6

129300-3 Site Furnishings - Pedestal Grill (Surface Mount) AQ EA 2

129300-4 Site Furnishings - Utility Table (Surface Mount) AQ EA 2

322101 Horseshoe Pit (Includes Inverted Concrete Mow Strip) AQ EA 2

322105 Gravel Pad (For Fitness Structure - Includes Inverted Concrete Mow Strip) AQ EA 1

Total Option "C":

BID OPTION "D" - (PLANTING AND IRRIGATION)

328000 Irrigation System LSQ LS Lump Sum

329204 Hydro-seeding LSQ LS Lump Sum

329212 Inverted Concrete Mow Strip Landscape Edger (Planting Beds) DQ LF 180

329215 Decorative Rock Mulch Gravel (Includes Fabric Underlayment) DQ CY 20

329310-1 Exterior Plants LSQ LS Lump Sum

329310-2 Topsoil (Hydro-seeded lawn areas - 2" Depth) DQ CY 4

Total Option "D":

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PM

HIGHWAY 93

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REMOVE AND DISPOSE OF BARRIER

LOGS (APPROX. 5 TOTAL) WHERE NEW

PARKING AREA IS TO BE CONSTRUCTED

EXISTING IRRIGATION

MAHHOLE/BOX TO REMAIN

EXISTING WATERLINE

DO NOT DISTURB

ABANDON POTABLE WATER MAIN IN PLACE

FROM THIS LOCATION TO WATER SERVICE

CONNECTION. COORDINATE WITH NEW

WATERLINE LOCATION ON SHEET C2.

REMOVE AND DISPOSE OF

EXISTING EXERCISE

STRUCTURE AND EQUIPMENT

RIP AND REGRADE PORTIONS OF

EXISTING PARKING AREA TO BE

RESTORED TO LAWN.

EXISTING HOUSING TRAILERS TO BE REMOVED

BY OTHERS PRIOR TO CONSTRUCTION

REMOVE AND DISPOSE OF

EXISTING FENCE AROUND

PARKING AREA

EXISTING FENCE ALONG

VALLEY DRIVE TO REMAIN

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. EXISTING HOUSING UNITS TO BE REMOVED BY OTHERS. ONE HOUSING UNIT (NORTHERNMOST UNIT)

AND UTILITIES TO REMAIN UNTIL NEW BUNKHOUSES CAN BE OCCUPIED TO PROVIDE EMPLOYEE

HOUSING. COORDINATE WITH COR ON SEQUENCE OF WORK.

3. OBLITERATE AND SCARIFY TRAILER PADS AND AGGREGATE ROAD EDGE SHOULDERS TO MATCH

EXISTING GRADES.

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

5. REMOVE AND DISPOSE OF EXISTING TIMBER EDGERS AND AGGREGATE PATHS. SCARIFY AND

REGRADE THESE AREAS AND PARKING AREA (AS SHOWN ON THE DRAWINGS) FOR SEEDING.

6. WHERE ENCOUNTERED, REMOVE AND DISPOSE OF EXISTING WATER, SEWER AND GAS LINES TO A

DEPTH OF 12" BELOW FINISHED GRADE. CAP AND ABANDON REMAINDER IN PLACE. REMOVE ALL

HYDRANTS, SEWER CLEANOUTS, GAS LINES AND OTHER UTILITIES NEAR THE SURFACE.

REMOVE AND DISPOSE OF

EXISTING EVERGREEN TREE (1)

FOR NEW BUNKHOUSE

EXISTING IRRIGATION LINE TO

REMAIN (SIZE/TYPE UNKNOWN)

ABANDON POTABLE

WATER MAIN IN PLACE

ABANDON POTABLE

WATER MAIN IN PLACE

EXISTING WATER SERVICE

CONNECTION TO EXISTING

WATER MAIN. COORDINATE

ABANDONMENT OF EXISTING

WATER MAIN WITH SHEET C2.

EXISTING HOUSING TRAILER TO BE

REMOVED BY OTHERS. (SEE NOTE 2)

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FIRE HYDRANT AND CONNECTION

TO CHALLIS CITY WATER SYSTEMHIGHWAY 93

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EXISTING CITY MANHOLE

WATERLINE CONTINUES TO ENGINEERING

BUILDING AND ENGINE BAY (NOT SHOWN)

IRRIGATION SUPPLY

FROM EXISTING WELL

NOTES:

1. SEE SHEET C2 FOR WATERLINE PLAN AND PROFILE.

2. SEE SHEET C3 FOR SEWERLINE PLAN AND PROFILE

3. SEE SHEET C4 FOR ROAD AND PARKING AREA PLAN AND PROFILE

4. SEE SHEET C5 FOR GRADING PLAN.

5. LOCATION AND ORIENTATION OF ALL STRUCTURES SHALL BE APPROVED BY THE

CONTRACTING OFFICER PRIOR TO INSTALLATION.

6. 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.

7. CLEARING LIMITS SHALL BE AS FOLLOWS:

7.1. 5 FEET ON BOTH SIDES OF THE WATER OR SEWER LINE TRENCHES

7.2. 10 FEET FROM EDGE OF CUT/FILL LINES FOR ROAD AND PARKING AREA

7.3. 10 FEET FROM EDGE OF BUILDING, PATIOS, PATHS OR OTHER CONSTRUCTED

FEATURES.

7.4. 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.

8. CONSTRUCTION POINT ABBREVIATIONS ARE AS FOLLOWS:

8.1. CP = CONTROL POINT

8.2. FG = FINISHED GRADE

8.3. PATH CL = PATH CENTERLINE

9. IF BUNKHOUSES #3 OR #4 ARE NOT CONSTRUCTED (SEE OPTIONS IN COST ESTIMATE AND

SPECIFICATION SECTION C):

9.1. CAP WATER AND SEWERLINES AT PROPOSED BUILDING EDGE AND INSTALL 12" X 12"

CONCRETE PAVER AT GROUND TO MARK CAP LOCATION.

9.2. GRADE AROUND PROPOSED BUILDING AS SHOWN AND INSTALL PARKING, CURB

STOPS, SIGNS, AND SIDEWALK AS SHOWN.

10. THE PROPOSED SHOWERHOUSE IS NOT IN CONTRACT.

10.1. CAP WATER AND SEWERLINES AT PROPOSED BUILDING EDGE AND INSTALL 12" X 12"

CONCRETE PAVER AT GROUND TO MARK CAP LOCATION.

10.2. GRADE AROUND PROPOSED BUILDING AS SHOWN.

EXISTING BUILDINGS (TYP)

EXISTING IRRIGATION LINE TO

REMAIN (SIZE/TYPE UNKNOWN)

INSTALL NEW SEWERLINE

SEE SHEET C3

INSTALL NEW WATERLINE

SEE SHEET C2

INSTALL NEW ROAD

AND PARKING AREAS

SEE SHEET C4

SEE SHEET C5 FOR SITE

GRADING REQUIREMENTS

BUNKHOUSE #1

BUNKHOUSE #2

BUNKHOUSE #3

BUNKHOUSE #4

PROPOSED

SHOWER

HOUSE

(NIC)

DASHED LINE REPRESENTS

APPROXIMATE EDGE OF

POSITIVE DRAINAGE APRON

(TYP), SEE NOTE 2 ON SHEET C5

5%

MIN.

5%

MIN.

10'

GRADE AROUND PROPOSED

BUILDING AS SHOWN. SEE

NOTE 10 AND SHEET C5

PROPOSED SIDEWALK

(NOT IN CONTRACT)

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NOTES:

1. NOTES AND LEGEND ON SHEET C1 APPLY.

2. ALL WATERLINE SHALL BE SLOPED A MINIMUM 1% TO DRAIN.

3. BURY WATERLINE A MINIMUM OF 60 INCHES. ADDITIONAL DEPTH MAY BE REQUIRED TO

MAINTAIN A MINIMUM SLOPE OF 1%.

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

PIPE DIAMETER.

NOM. PIPE DIA. MIN. BENDING RADIUS

2" 5'-0" 3" 7'-6"

5. INSTALL THE WATER SYSTEM ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL

REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS.

6. CONNECTIONS BETWEEN NEW AND EXISTING WATERLINES SHALL BE INSTALLED IN

MANNER RECOMMENDED BY THE PIPE MANUFACTURER AND APPROVED BY THE

CONTRACTING OFFICER. USE HDPE/GSP TRANSITION FITTINGS FOR CONNECTIONS TO

GALVANIZED STEEL. USE HDPE/PVC TRANSITION FITTINGS FOR CONNECTIONS TO PVC

PIPE. COMPRESSION-TYPE FITTINGS ARE NOT ALLOWED.

7. ON LATERALS AND DRAINLINES, INSTALL CURB VALVES AND BOXES 2 FEET FROM TEE OR

LINE TO BE DRAINED UNLESS SHOWN OTHERWISE.

8. ALL LATERALS BETWEEN THE WATER SERVICE BOX AND BUILDING CONNECTIONS SHALL

BE 2" HDPE.

9. WHERE NEW WATERLINES INTERSECT SEWERLINES AND NON-POTABLE IRRIGATION

LINES, THE NEW WATERLINES SHALL BE INSTALLED ACCORDING TO APPLICABLE

FEDERAL, STATE AND LOCAL REGULATIONS, INCLUDING IDAHO DEQ IDAPA 58.01.08,

RULES FOR PUBLIC DRINKING WATER SYSTEMS. ADJUST WATERLINE INVERT

ELEVATIONS AND GRADES IF NECESSARY TO AVOID AN EXISTING OR PROPOSED SEWER

OR IRRIGATION LINE, WHILE MAINTAINING 1% MINIMUM GRADES FOR DRAINAGE.

10. DO NOT INSTALL HYDRANTS, PRESSURE REDUCING VALVES OR ANY OTHER PLUMBING IN

THE UTILITY BOXES OR BUILDINGS UNTIL THE UPSTREAM WATERLINES HAVE BEEN FULLY

FLUSHED OF DEBRIS ACCORDING TO THE SPECIFICATIONS.

11. ROUTE NEW WATERLINES OUTSIDE OF THE DRIPLINES OF NEW AND EXISTING TREES AS

SHOWN. IF CONFLICTS OCCUR, NOTIFY THE CONTRACTING OFFICER.

12. THE PROPOSED SHOWERHOUSE IS NOT IN CONTRACT. CAP WATER AND SEWERLINES AT

PROPOSED BUILDING EDGE AND INSTALL 12" X 12" CONCRETE PAVER AT GROUND TO

MARK CAP LOCATION.

CONNECT TO EXISTING WATER SERVICE

AT METER AND INSTALL UTILITY BOX WITH

PRESSURE REDUCING VALVE. SEVER AND

CAP EXISTING WATERLINE TO HOUSING

SPECIAL CONSTRUCTION APPLIES

WHERE WATERLINE INTERSECTS NEW

AND EXISTING SEWERLINES AND

IRRIGATION LINE, SEE NOTE 9 AND

DETAIL ON SHEET C7.

INSTALL 2 FOOT SECTION OF 2"

HDPE, 2" CURB VALVE AND BOX, AND

CONNECT TO EXISTING WATERLINE

WATERLINE CONTINUES TO ENGINEERING

BUILDING AND ENGINE BAY (NOT SHOWN)

INSTALL 2" CURB

VALVE AND BOX

INSTALL 2" HDPE

LATERAL, TYP

INSTALL WATER SERVICE BOX

(TYP), SEE DETAIL ON SHEET C8

EXISTING ROAD EDGE (TYP)

3" HDPE

2" HDPE

3" HDPE

INSTALL 2" CURB

VALVE AND BOX

2" HDPE

SPECIAL CONSTRUCTION APPLIES WHERE

WATERLINE INTERSECTS NEW AND EXISTING

SEWERLINES, SEE NOTE 9 AND DETAIL ON SHEET C7.

BUNKHOUSE #4

BUNKHOUSE #3

BUNKHOUSE #2

BUNKHOUSE #1

PROPOSED

SHOWER

HOUSE

(NIC)

INSTALL 2" CURB

VALVE AND BOX

INSTALL 2" CURB VALVE

AND BOX AT LEAST 2 FEET

FROM EDGE OF PATHWAY

INSTALL 2" HDPE SERVICE LATERAL. SLOPE

LATERAL TO DRAIN TOWARDS WATER

SERVICE BOX AND PUMPOUT DRAIN

INSTALL 2" CURB VALVE AND

BOX AND PUMPOUT DRAIN

CAP WATER AND SEWERLINES

AT PROPOSED BUILDING EDGE.

SEE NOTE 12.

CONNECT TO NEW BUILDING (TYP)

SEE NOTE 9 ON SHEET C1.

IF NECESSARY, REROUTE

WATERLINE TO WEST TO

AVOID PORCH FOUNDATIONS

BY AT LEAST 5 FEET. SUBMIT

REROUTE TO CONTRACTING

OFFICER FOR APPROVAL.

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NOTES:

1. NOTES AND LEGEND ON SHEET C1 APPLY.

2. ALL SEWERLINE SHALL BE SLOPED A MINIMUM 1%

TO DRAIN.

3. BURY SEWERLINE A MINIMUM OF 48 INCHES.

ADDITIONAL DEPTH MAY BE REQUIRED TO MAINTAIN

A MINIMUM SLOPE OF 1%.

4. INSTALL THE SEWER SYSTEM ACCORDING TO

APPLICABLE FEDERAL, STATE AND LOCAL

REGULATIONS FOR WASTEWATER SYSTEMS.

5. INSTALL CLEANOUTS ON SEWERLINES AT

INTERVALS NOT TO EXCEED 200 FEET AND AT EACH

CHANGE IN DIRECTION. CLEANOUTS ARE ALSO

REQUIRED WITHIN 10 FEET OF EACH BUILDING

CONNECTION.

6. WHERE NEW SEWERLINES INTERSECT

WATERLINES, THE SEWERLINE SHALL BE INSTALLED

ACCORDING TO APPLICABLE FEDERAL, STATE AND

LOCAL REGULATIONS, INCLUDING IDAHO DEQ IDAPA

58.01.08, RULES FOR PUBLIC DRINKING WATER

SYSTEMS.

7. CONTRACTOR SHALL IDENTIFY THE EXISTING

SEWERLINE PIPE FROM THE EXISTING HOUSING.

VERIFY THAT EXISTING PIPE IS NOT SMALLER IN

DIAMETER THAN THE NEW SEWERLINE. IF THE

EXISTING PIPE IS SMALLER, THEN A NEW

CONNECTION TO THE MANHOLE IS NECESSARY.

COORDINATE WITH THE CONTRACTING OFFICER

AND THE CITY OF CHALLIS FOR MANHOLE

CONNECTION REQUIREMENTS.

8. THE PROPOSED SHOWERHOUSE IS NOT IN

CONTRACT. CAP WATER AND SEWERLINES AT

PROPOSED BUILDING EDGE AND INSTALL 12" X 12"

CONCRETE PAVER AT GROUND TO MARK CAP

LOCATION.

BEGIN SEWERLINE ALIGNMENT

IDENTIFY AND CONNECT TO SEWERLINE

FROM EXISTING HOUSING WITHIN 5 FEET

OF THE EXISTING MANHOLE, SEE NOTE 7

SPECIAL CONSTRUCTION APPLIES WHERE NEW

SEWERLINE INTERSECTS NEW WATERLINE, SEE

NOTE 6 AND DETAIL ON SHEET C7

EXISTING CITY SEWER MAIN,

DO NOT DISTURB

EXISTING CITY MANHOLE

INSTALL NEW CLEANOUT (TYP),

SEE DETAIL ON SHEET C7

EXISTING ROAD EDGE (TYP)

INSTALL 4" PVC LATERAL

AND CLEANOUT (TYP)

4" PVC 4" PVC

4" PVC

CONNECT TO NEW BUILDING (TYP)

SEE NOTE 9 ON SHEET C1.

SPECIAL CONSTRUCTION APPLIES WHERE NEW

SEWERLINE INTERSECTS NEW WATERLINE, SEE

NOTE 6 AND DETAIL ON SHEET C7

BUNKHOUSE #3

BUNKHOUSE #2

BUNKHOUSE #1

BUNKHOUSE #4

4" PVC

4" PVC

SPECIAL CONSTRUCTION APPLIES WHERE NEW

SEWERLINE INTERSECTS NEW WATERLINE, SEE

NOTE 6 AND DETAIL ON SHEET C7

SPECIAL CONSTRUCTION APPLIES WHERE NEW SEWERLINE

INTERSECTS EXISTING CITY SEWER MAIN, AND POSSIBLY THE

EXISTING IRRIGATION LINE. FOLLOW DETAIL ON SHEET C7

REGARDING SUPPORTING PIPES. IF LESS THAN 18" BETWEEN

PIPES, FILL WITH CONCRETE TO SUPPORT UPPER PIPE.

INSTALL SEWERLINE IN 8" PVC

SLEEVE UNDER CONCRETE PAD

(APPROX. 30' REQUIRED) CAP WATER AND SEWERLINES

AT PROPOSED BUILDING EDGE.

SEE NOTE 8.

PROPOSED

SHOWER

HOUSE

(NIC)

4" PVC

4" PVC

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DO NOT LINE STRIPE. LINE STRIPING

SHOWN FOR CLARITY ONLY (TYP)

END ROAD AND

PARKING ALIGNMENT

CONSTRUCT SMOOTH

TRANSITION TO

EXISTING ROADWAY

2% C

R O

SS

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LO

PE

2%

BEGIN ROAD AND

PARKING ALIGNMENT

HATCHED AREA TO BE RESURFACED

WITH 6" AGGREGATE, GRADING "G"

NOTES:

1. NOTES AND LEGEND ON SHEET C1 APPLY.

2. ALL CLEARING AND GRUBBING SHALL CONFORM TO

SHEET C1 AND SECTION 311000 IN THE SPECIFICATIONS.

3. ROAD AND PARKING GRADING:

3.1. ALL CUT SHALL BE SLOPED AT 2:1.

3.2. ALL FILL SLOPES SHALL BE SLOPED AT 3:1.

4. SEE SHEET C6 FOR TYPICAL ROAD TEMPLATE.

5. SEE "S" SHEETS AND SHEET D5 FOR REGULATORY

SIGNS.

6. ALL CONSTRUCTION POINT ELEVATIONS PROVIDED ARE

FINISHED GRADE.

7. CONSTRUCTION POINT ABBREVIATIONS ARE AS

FOLLOWS:

7.1. EOR: EDGE OF ROAD

7.2. CL: ROAD AND PARKING ALIGNMENT CENTERLINE

7.3. WATERWAY CL: WATERWAY CENTERLINE

7.4. FG-ROAD: FINISHED GRADE WITHIN ROADWAY

8. TOTAL PARKING STALLS: 32

9. THE CONTRACTOR SHOULD EXPECT TO HAVE A

SUBSTANTIAL AMOUNT OF WASTE ROCK FROM

EXCAVATION.

10. EXCESS EXCAVATED MATERIAL AND UNSUITABLE

MATERIAL FROM EARTHWORK ACTIVITIES SHALL BE

SPREAD ON SITE AS DIRECTED BY THE CONTRACTING

OFFICER.

11. ESTIMATED EARTHWORK QUANITITES:

11.1. ROAD AND PARKING: 115 CY CUT, 170 CY FILL.

EDGE OF TRAVELWAY (TYP),

EDGE OF SHOULDER NOT

SHOWN FOR CLARITY

MATCH NEW ROAD FINISHED SURFACE

TO EXISTING ASPHALT ROAD EDGE

INSTALL 6' WHEEL STOP AT ALL

PARKING STALL LOCATIONS SHOWN,

SEE DETAIL ON SHEET D4

FILL CATCHLINE (TYP)

INSTALL 36' LONG

CONCRETE WATERWAY,

SEE DETAIL ON SHEET C9

2% C

R O

SS

S

LO

PE

2% C

R O

SS

S

LO

PE

BUNKHOUSE #1

BUNKHOUSE #2

BUNKHOUSE #3

BUNKHOUSE #4

9' WIDE STALLS, TYP

R15'

R15'

6' 25

R5

R100'

R

R 64'

R5'

R10 ' R10'

R

R3'

10'

3' 4'

3'

0'

4'

6'

25'

' 15

25'

47'

38'

R3'

2%

CUT CATCHLINE (TYP)

ROAD AND PARKING

ALIGNMENT CENTERLINE

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5%

MIN.

NOTES:

1. NOTES AND LEGEND ON SHEET C1 APPLY.

2. GENERAL GRADING NOTES

2.1. CREATE POSITIVE DRAINAGE "APRON" AROUND BUILDING PERIMETER. GRADE

AWAY FROM BUILDING FOUNDATION AT 5% MIN. FOR 10 FEET IN ALL DIRECTIONS.

SLOPE CONCRETE SURFACES IN THIS AREA AT 2%

2.2. CUT AND FILL SLOPES AROUND BUILDING PERIMETER SHALL BE SLOPED AT A

MAXIMUM OF 4:1. BLEND PROPOSED AND EXISTING GRADES BY CREATING

SMOOTH TRANSITIONS.

2.3. PATHWAY GRADES AND CROSS SLOPES TAKE PRECEDENCE OVER BUILDING

GRADING, WHERE THE TWO OVERLAP.

3. GRADING OF PATHWAYS BETWEEN THE PARKING AREA AND BUILDING SHALL BE AS

FOLLOWS:

3.1. CROSS SLOPES: 2% FOR DRAINAGE, AWAY FROM BUILDING.

3.2. RUNNING SLOPES: MAXIMUM GRADE OF 8.33% (5% MAXIMUM PREFERRED)

3.3. CONSTRUCT LANDINGS AS SHOWN. LANDINGS SHALL BE 5' X 5' WITH A MAXIMUM

GRADE OF 2% IN ANY DIRECTION.

4. ALL CONSTRUCTION POINT ELEVATIONS PROVIDED ARE FINISHED GRADE. FOR

PATHS, ONLY ELEVATIONS THAT ARE CRITICAL FOR RUNNING SLOPE GRADES HAVE

BEEN INCLUDED.

5. CONSTRUCTION POINT ABBREVIATIONS ARE AS FOLLOWS:

5.1. FG: FINISHED GRADE AT BUILDING CORNERS

5.2. PATH CL: PATH CENTERLINE

6. DRAINAGE SWALE SHALL BE CONSTRUCTED WITH A MINIMUM GRADE OF 0.5%. AND 1:3

OR LESS STEEP SIDE SLOPES. CONSTRUCT SWALE TO DIRECT WATER AWAY FROM

THE BUILDING.

7. THE CONTRACTOR SHOULD EXPECT A SUBSTANTIAL AMOUNT OF WASTE ROCK FROM

EXCAVATION.

8. ESTIMATED EARTHWORK QUANTITIES:

8.1. BUNKHOUSE #1: 130 CY CUT, 60 CY FILL

8.2. BUNKHOUSE #2: 160 CY CUT, 30 CY FILL

8.3. BUNKHOUSE #3: 105 CY CUT, 60 CY FILL

8.4. BUNKHOUSE #4: 140 CY CUT, 50 CY FILL

8.5. GROUP AREA: 0 CY CUT, 1 CY FILL

8.6. SHOWERHOUSE: 0 CY CUT, 82 CY FILL

9. SHOWERHOUSE GRADING IS SHOWN ON SHEET C1.

BUNKHOUSE #3

FFE: 5172'

CONSTRUCT DRAINAGE

SWALE, SEE NOTE 6

FINISHED GRADE TO BE FLUSH

WITH TOP OF CONCRETE ALONG

EDGE OF RAMP

DASHED LINE REPRESENTS

APPROXIMATE EDGE OF

POSITIVE DRAINAGE APRON

(TYP), SEE NOTE 2

INCREASE GRADE AROUND

BUILDING AS NECESSARY

TO ENSURE POSITIVE

DRAINAGE FOR SWALE

SEE NOTE 2.3

SEE NOTE 2.3

5%

MIN.

5%

MIN.

5%

MIN.

IN ORDER TO PROTECT TREES ON THE UPHILL SIDE,

MODIFY SWALE AND GRADING AS FOLLOWS: SLOPE

BUILDING AT 5% FOR 5' TO SWALE. SWALE MUST HAVE A

SLOPE OF 2% MINIMUM WHEN LESS THAN 10' FROM THE

BUILDING EDGE.

CONSTRUCT 5' X 5' CONCRETE

LANDING AT BOTTOM OF

CONCRETE RAMP, MAXIMUM

SLOPE OF 2%, SEE SHEET S2.

5'

5%

MIN.CONSTRUCT DRAINAGE

SWALE, SEE NOTE 6

5'

BUNKHOUSE #2

FFE: 5172'

5%

MIN.

5%

MIN.

5%

MIN.

5%

MIN.

5%

MIN.

5%

MIN.

BUNKHOUSE #4

FFE: 5169.5'

5%

MIN.

5%

MIN.

5%

MIN.

5%

MIN.

5%

MIN.

10'

10'

10'

10'

CONSTRUCT DRAINAGE

SWALE, SEE NOTE 6

CONSTRUCT DRAINAGE

SWALE, SEE NOTE 6

FINISHED GRADE TO BE FLUSH

WITH TOP OF CONCRETE ALONG

EDGE OF RAMP

CONSTRUCT 5' X 5' CONCRETE

LANDING AT BOTTOM OF

CONCRETE RAMP, MAXIMUM

SLOPE OF 2%, SEE SHEET S2.

BUNKHOUSE #1

FFE: 5170.5'

INCREASE GRADE AROUND

BUILDING AS NECESSARY

TO ENSURE POSITIVE

DRAINAGE FOR SWALE

2%

CR

O

SS

SL

O

PE

TOP OF SIDEWALK ELEVATION TO MATCH TOP OF

AGGREGATE PARKING WHERE THE TWO MEET (TYP)

2% 2%

ADDITIONAL STEPS REQUIRED,

SEE SPECIFICATIONS

ADDITIONAL STEPS REQUIRED,

SEE SPECIFICATIONS

X :\S al m on C ha llis

\C ha llis S ea so na lH ou si ng .2

5\

D W

G \C

1- C

5.

C ha llis

.C iv il.

dw g, 3/

1/

6:

:3

X :\S al m on C ha llis

\C ha llis S ea so na lH ou si ng .2

5\

D W

G \C

6.

C ha llis

.V al ve .T re nc h.

R oa dC ro ss

S ec tio n.

dw g, 3/ 1/

6:

:5

2-4" CLEARANCE

:\S al m on C ha llis

\C ha llis S ea so na lH ou si ng .2

5\

D W

G \C

7.

C ha llis

.W at er -S ew er

Se pa ra tio n.

C le an ou ts

.d w g, 3/

1/

6:

:0

:\S al m on C ha llis

\C ha llis S ea so na lH ou si ng .2

5\

D W

G \C

8.

C ha llis

.W at er Se rv ic eB ox

.d w g, 3/

1/

6:

:2

#4 REBAR AT 12" ON CENTER

IN BOTH DIRECTIONS

NOTES:

1. INSTALL CONTRACTION JOINTS EVERY 8' ON CENTER, 1/2" DEEP.

INSTALL EXPANSION JOINTS EVERY 50' ON CENTER.

2. LONGITUDINAL SLOPE OF WATERWAY SHALL MATCH ROAD CROSS

SLOPE, BUT SHALL BE NO LESS THAN 0.5% FOR DRAINAGE.

CONCRETE WATERWAY

NOT TO SCALE

COMPACTED NATIVE EARTH

NEW ROADWAY ACCORDING

TO ROADWAY DESIGN

TOP OF CONCRETE TO

MATCH NEW ROAD SURFACE

CRUSHED AGGREGATE GRADING "C"

CONCRETE

8" 6"

72"

36" 1.

5"

3"

X :\S al m on C ha llis

\C ha llis S ea so na lH ou si ng .2

5\

D W

G \C

9.

C ha llis

.W at er w ay .P

R V.

Bo x.

dw g, 3/ 1/

6:

:3

600 AMP SERVICE,

SPEED-D I-LINE PANEL,

TO REMAIN

PRIMARY

TRANSFORMER

TO REMAIN

PRIMARY AND

SECONDARY LINES

TO REMAIN

EXISTING METER

TO REMAIN FOR

FOR FUTURE

LAUNDRY BUILDING

NOT IN CONTRACT:

DISCONNECT AND

REWORK FEEDER FROM

BUILDING

REMOVE TWO

ALUMINUM FEEDERS

FROM I-LINE PANEL

AND ALL CONNECTIONS

WITH EQUIPMENT

REMOVE ELECTRICAL

CONNECTION AND

FEEDER (TYPICAL)

FIBER OPTIC

LINE(S) TO REMAIN

OVERHEAD

PRIMARY TO

REMAIN

INSTALL NEW

BREAKER AS

CALLED FOR

NEW HANDHOLE (TYP.

OF 2), FOR FUTURE

OR AWARDED

BUNKHOUSES

NOTES:

1. DEMOLITION INCLUDES ALL SHOWN AND INCLUDES

REMOVAL OF THE ABANDONED FEEDERS AND RELATED

EQUIPMENT.

1.1. SOME EXISTING FEEDERS ARE NOT LOCATED ON THE

SITE PLAN.

1.2. ADDITIONAL TELEPHONE LINES, NOT SHOWN, MAY

EXIST. TELEPHONE LINES ENCOUNTERED MAY BE

REMOVED. EXTERIOR TELEPHONE SERVICE TO BE BY

OTHERS IF INSTALLED.

2. NEW BUILDING FEEDER DISCONNECT LOCATIONS MAY

VARY. PROVIDE CORRECTED AS-BUILTS SHOWING

LOCATIONS OF ELECTRICAL FEEDERS AND EQUIPMENT.

3. EXISTING SPEED-D I-LINE PANEL (EXISTING SERVICE

LOCATION) - DEMOLITION REMOVED CIRCUITS FROM 200

AMP BREAKER AND 175 AMP BREAKER, ONE OR BOTH MAY

BE REMOVED TO MAKE ROOM FOR NEW 300 AMP BREAKER

TO FEED THE NEW BUNKHOUSES. THE BREAKER SHALL BE

NEW OR REMANUFACTURED SQUARE D Q422300AC, LA

TYPE ALSO ALLOWED BUT SHOULD BE VERIFIED THAT IT

WILL MOUNT PROPERLY IN THE SWITCHBOARD. VERIFY AC

PHASE IN SWITCHBOARD BEFORE ORDERING.

EXISTING TELEPHONE

SERVICE TO BE

REMOVED BY

OTHERS, MAY BE TO

OTHER EXISTING

BUILDINGS TO BE

REMOVED

NOT IN CONTRACT:

REROUTE AND EXTEND

AS NEEDED THE EXISTING

200 AMP FEEDER TO

LAUNDRY BUILDING NOT

IN CONTRACT

FUTURE LAUNDRY BUILDING

GENERAL ELECTRICAL NOTES:

1. DEVICE LOCATIONS SHOWN ARE REPRESENTATIVE OF REQUIRED

PLACEMENT AND QUANTITY.

2. RANGEHOOD IN ADA UNIT SHALL BE WIRED AS DESCRIBED TO

DOUBLE SWITCH IN CABINET FRONT.

S

S

M

S

S

S

TAMPER SWITCH

AND FLOW SENSOR

ACTIVATE BELL ONLY

SPRINKLER FLOW

ALARM BELL

A- 11

A-12,14

A-9

MOUNT BOTH TV

CONNECTION AND

RECEPTACLE AT 48" TO

CENTER ABOVE

FINISHED FLOOR.

A-9

A-9

A-9

A-10 A-11

A-19

A-1

A-19

A-8A-6

A-6

A-5

A-1

A-19

A-19

A-1

A-1

A-1

A-19

A-19

A-19

A-19

A-1

A-1

A-1

A-1

A-2

A-6

A-7

A-8

A-9

A-9

A-1

A-1

A-19

A-19

A-4

A-19

GENERAL ELECTRICAL NOTES

1. ELECTRICAL FEEDERS SHALL BE KEPT 36-INCHES FROM WATER OR GAS

SERVICES. LOCATE TO AVOID FUTURE FOUNDATIONS BY 10-FEET

MINIMUM.

2. ELECTRICAL LOAD CENTERS SHALL BE EQUIVALENT TO SQUARE D QO OR

BETTER, NO TANDEM OR HALF SIZED BREAKERS ALLOWED.

3. HOME RUN INTERNAL PHONE TO MAIN DISCONNECT LOCATION INTO

COMBINER/SERVICE BOX. GROUND PER CODE AND SPECIFICATIONS.

4. HOME RUN TELEVISION INTERNAL CABLE TO SURGE ARRESTOR MOUNTED

NEAR MAIN DISCONNECT LOCATION FOR CABLE TV OR SATELLITE

SERVICE. GROUND PER CODE AND SPECIFICATIONS.

5. ELECTRICAL IN HOUSING SHOWN IS A MINIMUM AND MAY VARY BASED ON

SUBMITTED FLOOR PLANS. IF ALTERNATIVE SIZED BUILDING IS

APPROVED, ELECTRICIAN SHALL SUBMIT MODIFIED ELECTRICAL PLAN.

ADDITIONAL LUMINAIRES AND OR TYPE CHANGES MAY BE REQUIRED AT

NO ADDITIONAL COST TO PROVIDE THE SAME LEVEL OF SERVICE.

ADDITIONAL RECEPTACLES MAY ALSO BE REQUIRED TO MEET INTENT AS

SHOWN.

6. SMOKE AND VISUAL ALARMS SHALL ALL BE INTERCONNECTED.

LOAD CENTER DISTRIBUTION (update needed)

THE FOLLOWING IS A LIST OF COMMON CIRCUITS MINIMUM:

# AMPS DESCRIPTION

A-1 20 REAR BEDROOMS LIGHTS AND

RECEPTACLES AND EXTERIOR

RECEPTACLES

A-19 20 FRONT BEDROOMS LIGHTS AND

RECEPTACLES AND EXTERIOR

RECEPTACLES

A-2 20 RECEPTACLE-SMALL BATHROOM

A-3 20 ALL LIGHTS AND FANS EXCEPT BEDROOMS

A-4 20 RECEPTACLE-LARGE BATHROOM

A-5 20 LEFT FRIDGE AND RANGE HOOD

A-6 20 RECEPTACLES-KITCHEN LEFT WALL

A-7 20 RIGHT FRIDGE AND RANGE HOOD

A-8 20 RECEPTACLES-KITCHEN REAR WALL AND

PENINSULA

A-9 20 RECEPTACLES-LIVING ROOM AND HALL

A-10 20 RECEPTACLES-DINING AREA

A-11 20 RECEPTACLE-WASHER

A-12,14 30 RECEPTACLE-DRYER

A-13 15 SMOKE ALARMS, ALARM BELL CIRCUIT

A-15,17 50 SOUTH RANGE

A-16,18 50 NORTH RANGE

A-20 20 ECONOMIZER (SEE "M" SHEETS)

A-21,23 30 WATER HEATER

A-22,24 20 HEAT-REAR TWO BEDROOMS

A-25,27 15 HEAT-DINING AREA

A-26,28 20 HEAT-BATHROOMS AND FRONT FAR

BEDROOM

A-29,31 15 HEAT-LIVING AREA

A-30,32 20 HEAT-KITCHEN AND BEDROOM ACROSS

FROM KITCHEN

A-33,34 BREAKER BASED SURGE ARRESTOR SUCH AS IF

SQUARE D QO2175SB OR HOM2175SB

REQUIRED CRAWL SPACE AND ATTIC SPACE LIGHTING AND

RECEPTACLES AS DESCRIBED MAY BE PLACED ON OTHER

CIRCUITS.

CIRCUIT NUMBERING IS SCHEMATIC ONLY AND SHALL VARY

TO PUT SURGE ARRESTOR AND LARGE LOADS NEAR THE

MAIN BREAKER ON THE BUS BARS

SERVICE CALCULATIONS

NEC 220.82

(3VA/FT2)(1570FT2)= 4,710

(1.5KW)(3 SMALL APPL)= 4,500

(1.5KW)(1 LAUNDRY)= 1,500

2 REFRIGERATORS= 1,200

ECONOMIZER= 1,500

DRYER= 5,000

2 RANGES LOAD= 24,000

WATER HEATER= 4,500

TOTAL VA= 46,910

10,000 @ 100% 10,000

36,910 @ 40% 14,764

HEAT 13,500 @ 40% 5,400

TOTAL VA= 30,164 126 AMPS

OTHER LOADS THAT SHALL BE INCLUDED:

FURNACE MOTOR @ 100% or ind at 40%

A/C CONDENSERS @ 100%

SERVICE, MAIN BREAKER AND PANEL SHALL BE 200 AMP

MINIMUM 120/240 VAC SINGLE PHASE.

PANEL SHALL BE LARGE ENOUGH TO ACCOMMODATE 5

BLANK BREAKER SPACES BEYOND INSTALLED BREAKERS

FOR FUTURE FEEDER AND OTHER POSSIBLE LOADS.

MAIN FEEDER

NEC 220.84

FOUR DWELLINGS AT 30,164 VA @ 45% = 54,295 VA, 226 AMP

(300 AMP BREAKER MIN.)

BUNKHOUSES INSTALLED AT THE CHALLIS

COMPOUND DO NOT REQUIRE METERBASES.

POWER SUPPLIED BY FOREST SERVICE OWNED

FEEDER. UNDERGROUND FEED.

A-9

A-6

A-10

A-8

A-8

A-10

SERVES FLOOR

A

A

TYPE DESCRIPTION MANUFACTURER MODEL # LAMPS MOUNTING

Qty

NOTES:

A ROUND CLOSE TO CEILING LED INCON LIGHTING 11911 26LED LED SURFACE/CEILING 4

B 1X4 LED LITHONIA LBL4LP835 LED SURFACE/CEILING 4

C DOWN LIGHT HALO

H2750ICAT

ML5606830 691WB

LED RECESSED/CEILING 5

E ROUND CLOSE TO CEILING LED INCON LIGHTING 11111 14LED LED SURFACE/CEILING 4

G SPOT LIGHT LITHONIA OFLR 6 MO BZ LED SURFACE/WALL 2

N KEYLESS ANY

(1) lLED

SURFACE/CEILING 4 LED LAMP TO BE CREE A19P 60W 27K

X EXIT SIGN LITHONIA EXG LED EL M6 LED BACK MOUNT 2

TOTAL 25

F

BATH FAN (NO LIGHT)

BROAN AE50 CEILING 0

FF

BATH FAN (NO LIGHT)

BROAN AE80 CEILING 2

AE ECONOMIZER FAN SEE MECHANICAL FOR TYPE AND CONTROLS

IN ATTIC, REQUIRES DISCONNECT AT MOTOR INCLUDES OTHER

EQUIPMENT PER MECHANICAL SHEETS

CRAWL SPACES AND ATTIC SPACES LIGHTING AND RECEPTACLES

1- AT CRAWL AND ATTIC ACCESS, INSTALL ONE GFCI RECEPTACLE AND SINGLE POLE PILOT SWITCH ON THE

CIRCUIT SERVING THE ROOM WITH THE ACCESS ONLY ACCESSIBLE FROM WITHIN THE SPACE.

2- SWITCH SHALL CONTROL 2 TYPE "N" LUMINAIRES LOCATED TO LIGHT THE SPACE. LOCATIONS SHALL BE

APPROVED BY THE CONTRACTING OFFICER BEFORE INSTALLATION.

C

C

M

S

A-3

G

G

S

A-3

C

B

S

S

A-3

B

S A-19

S

S

A-19

S

C C

B

M

A-3

J

A-7

S

A-5

S

SEE LEGEND FOR

MORE INFORMATION

S

A-1

S

S

A-1

S

FF

A-3

J

B

S

A-3

S

FOR RANGEHOODS

A

A

A

A

S

S

FF

E

A-3

E

E

E

T T

T

T

T

T

T

T

TYPE DESCRIPTION MANUFACTURER MODEL # MOUNTING

Qty

NOTES:

C15 1.5KW FAN FORCED HEATER QMARK EFF4007* RECESSED/CEILING 4

- HEATERS SHALL BE CONTROLLED BY 240V PROGRAMMABLE

THERMOSTATS AS CALLED FOR.

- HEATER SIZES SHALL BE AS NOTED, SET AS REQUIRED, DO NOT

INCREASE OR DECREASE. *INDICATES DISCONNECT COIL(S)

- SIGN EACH THERMOSTAT "DO NOT CHANGE VACATION SETTING,

FOR USE WHEN WINTERIZING DWELLING."

C20 2KW FAN FORCED HEATER QMARK EFF4004* RECESSED/CEILING 2

W5 500W FAN FORCED HEATER QMARK CWH1157DSF* RECESSED/WALL 0

W10 1KW FAN FORCED HEATER QMARK CWH1157DSF RECESSED/WALL 3

T5 563W FAN FORCED HEATER QMARK QTS1104* RECESSED/UNDER COUNTER 1

TOTAL 10

T

X

X

B

S

ECONOMIZER

PANEL

A-22,24

A-22,24

A-30,32

A-30,32

A-29,31

A-25,27

A-20

A-26,28

A-26,28

A-26,28

AE

AE

A-20

TAMPER SWITCH

AND FLOW SENSOR

ACTIVATE BELL ONLY

SPRINKLER FLOW

ALARM BELL

A- 11

A-17,19

A-9

MOUNT BOTH TV

CONNECTION AND

RECEPTACLE AT 48" TO

CENTER ABOVE

FINISHED FLOOR.

A-9

A-9

A-9

A-10 A-11

A-19

A-1

A-4

A-19

A-7

A-10

A-8 A-8A-8

A-6

A-5

A-1

A-19

A-19

A-1

A-1

A-1

A-19

A-19

A-19

A-19

A-1

A-1

A-1

A-1

A-2

A-16,18

A-6

A-15,17

A-6

A-10

A-9

A-9

A-1

A-1

A-19

A-19

A-4

A-19

GENERAL ELECTRICAL NOTES

1. THE NOTES AND LEGEND ON THE ADA SHEET APPLY.

BUNKHOUSES INSTALLED AT THE CHALLIS

COMPOUND DO NOT REQUIRE METERBASES.

POWER SUPPLIED BY FOREST SERVICE OWNED

FEEDER. UNDERGROUND FEED.

A-9

C

C

M

S

A-3

G

G

S

A-3

C

S

A-3

S

A-3

B

S A-19

S

S

A-19

S

S

C C

B

M

A-3

J

A-7

A-5

S

A-1

S

S

A-1

S

S

F

A-3

J

B

S

A-3

S

FOR RANGEHOODS

A

A

A

A

S

S

S

A-3

F

F

E

E

A-3

A-3

A-3

E

E

E

E

T

T

TYPE DESCRIPTION MANUFACTURER MODEL # LAMPS MOUNTING

Qty

NOTES:

A ROUND CLOSE TO CEILING LED INCON LIGHTING 11911 26LED LED SURFACE/CEILING 4

B 1X4 LED LITHONIA LBL4LP835 LED SURFACE/CEILING 4

C DOWN LIGHT HALO

H2750ICAT

ML5606830 691WB

LED RECESSED/CEILING 5

E ROUND CLOSE TO CEILING LED INCON LIGHTING 11111 14LED LED SURFACE/CEILING 5

G SPOT LIGHT LITHONIA OFLR 6 MO BZ LED SURFACE/WALL 2

N KEYLESS ANY

(1) 18W CFL

SURFACE/CEILING 4

TOTAL 24

F

BATH FAN (NO LIGHT)

BROAN AE50 CEILING 3

FF

BATH FAN (NO LIGHT)

BROAN AE80 CEILING 0

F

ECONOMIZER FAN (NO LIGHT)

SEE MECHANICAL FOR TYPE AND CONTROLS

IN ATTIC, REQUIRES DISCONNECT AT MOTOR INCLUDES OTHER

EQUIPMENT PER MECHANICAL SHEETS

CRAWL SPACES AND ATTIC SPACES LIGHTING AND RECEPTACLES

1- AT CRAWL AND ATTIC ACCESS, INSTALL ONE GFCI RECEPTACLE AND SINGLE POLE PILOT SWITCH ON THE

CIRCUIT SERVING THE ROOM WITH THE ACCESS ONLY ACCESSIBLE FROM WITHIN THE SPACE.

2- SWITCH SHALL CONTROL 2 TYPE "N" LUMINAIRES LOCATED TO LIGHT THE SPACE. LOCATIONS SHALL BE

APPROVED BY THE CONTRACTING OFFICER BEFORE INSTALLATION.

T

T

T

T

T

T

T

TYPE DESCRIPTION MANUFACTURER MODEL # MOUNTING

Qty

NOTES:

C15 1.5KW FAN FORCED HEATER QMARK EFF4007* RECESSED/CEILING 4

- HEATERS SHALL BE CONTROLLED BY 240V PROGRAMMABLE

THERMOSTATS AS CALLED FOR.

- HEATER SIZES SHALL BE AS NOTED, SET AS REQUIRED, DO NOT

INCREASE OR DECREASE. *INDICATES DISCONNECT COIL(S)

- SIGN EACH THERMOSTAT "DO NOT CHANGE VACATION SETTING,

FOR USE WHEN WINTERIZING DWELLING."

C20 2KW FAN FORCED HEATER QMARK EFF4004* RECESSED/CEILING 2

W5 500W FAN FORCED HEATER QMARK CWH1157DSF* RECESSED/WALL 2

W10 1KW FAN FORCED HEATER QMARK CWH1157DSF RECESSED/WALL 1

T5 563W FAN FORCED HEATER QMARK QTS1104* RECESSED/UNDER COUNTER 3

TOTAL 12

B B

S

ECONOMIZER

PANEL

A-22,24

A-22,24

A-30,32

A-30,32

A-29,31

A-25,27

A-20

A-26,28

A-26,28

A-26,28

AE

AE

ECONOMIZER

PANEL