J-2 Plans.pdf
PDF 5 MB Posted
- Attached to
- Tofte Fire/Timber Vehicle Garage Federal contract opportunity
- Solicitation number
- 12445522R0007
- Issued by
- Department of Agriculture Forest Service
About this file
This solicitation is for the construction of the Tofte fire/timber vehicle garage located on the Superior National Forest in Minnesota. The selected contractor will provide all labor, materials, equipment, insurance, and supervision necessary to complete the project according to the contract specifications and plans. Key requirements include furnishing and installing a slab-on-grade foundation, framing walls and roof, installing siding, HVAC, plumbing, electrical systems, and completing interior and exterior finishes. The work must be performed under the oversight of the Forest Service Tofte Ranger District. The solicitation was issued by the US Department of Agriculture Forest Service.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 0003 (220613).pdf | ||
| Amendment 0002 (220531).pdf | ||
| Amendment 0001 (220526).pdf | ||
| 12445522R0007.pdf | ||
| J-3 Wage Determination (220225).pdf | ||
| J-1 Specifications.pdf |
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
TOFTE RANGER DISTRICT FIRE
THE TOFTE RANGER DISTRICT OFFICE IS LOCATED ON MN HWY 61 ON THE SOUTHWEST EDGE OF THE
TOWN OF TOFTE. IT IS APPROXIMATELY 83 MILES, OR ONE AND THREE QUARTERS HOURS, FROM
DULUTH.
7355 W. HWY. 61
P.O. BOX 2159
TOFTE, MN 55615
DISTRICT OFFICE PHONE: 218-663-8060
47°34'05.5"N 90°51'00.2"W
VEHICLE GARAGE CONSTRUCTION
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER DATE
DISTRICT RANGER
DATE
4/5 /21
3:
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MINNESOTA
COOK COUNTY
(R09) EASTERN REGION
SUPERIOR NATIONAL FOREST
TOFTE RANGER DISTRICT
INDEX OF SHEETS
SHEET DWG SHEET TITLE DATE
1 G1 COVERSHEET 04/05/2021
2 G2 LOCATION
3 G3 NOTES AND SYMBOLS
4 A101 FLOOR PLAN LAYOUT
5 A102 WALL FRAMING PLAN
6 A103 TYPICALS AND DETAILS
7 A104 TYPICALS AND DETAILS
8 A105 NORTH ELEVATION
9 A106 SOUTH ELEVATION
10 A107 EAST AND WEST ELEVATIONS
11 A108 ROOF PLAN
12 A109 BUILDING SECTIONS
13 S101 SLAB ON GRADE FOUNDATION
14 S102 ROOF FRAMING
15 M101 DRAIN AND VENT PLAN
16 M102 DOMESTIC WATER SUPPLY
17 M103 HYDRONIC RADIANT HEAT
18 E101 LIGHTING AND RECEPTACLES
19 A109 SCHEDULES
20 D101 ACCESS DETAILS
21 C101 SITE DETAILS
22 D102 TRENCH AND PIPING DETAILS
23 D103 CURB STOP VALVE DETAILS
24 C102 SITE GRADING
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
F H
V
Warehouse #2
Existing Vehicle Garage
Warehouse #1
Oil House
Clerk's Dwelling
Forester's Dwelling
700'
700'
V
V
V
V
500 Gal Propane Tank
500 Gal Propane Tank
H
V
Shed
SSS
SSS
SSS
SSS
SS
Tree Shed
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UG POWER (abandon) UG POWER
UG POWER
OH POWER
UG POWER (NEW)
UG POWER (NEW)
UG POWER (NEW)
OH POWER & POLE (DEMO)
SEE SHEET 21
N
50 1000
FEET
OLD Propane Tank
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1.) THIS BUILDING IS PRIMARILY A VEHICLE STORAGE FACILITY.
2.) THE FOUNDATION IS A THICKENED SLAB ON-GRADE & 6"x 6" curb w/#3,500 REINFORCED CONCRETE.
3.) THE SLAB IS INSULATED AND HAS HYDRONIC RADIANT HEAT CAPABILITY w/5 ZONES.
4.) THE FLOOR IS ELEVATION 100.0 AND IS REFERENCED IN VARIOUS DETAILS.
GENERAL NOTES
KEYED NOTES
01 TYPICAL EXTERIOR WALL& FOOTING, SEE DETAIL A SHEET 6.
BEARING WALL & FOOTING, SEE DETAIL B SHEET 6.
BEARING WALL & FOOTING, SEE DETAL C SHEET 6.
TYPICAL EXTERIOR WALL & FOOTING, SEE DETAIL D SHEET 7.
SHEAR WALL, SEE DETAIL E SHEET 6.
ELECTRIC PANEL
WORK BENCH & STORAGE.
ASYMETRIC BEARING, SEE SHEETS 4, 6 & 12.
BEARING WALL SEE SHEETS 4 & 6.
10 AIR COMPRESSOR LOCATION
2 - 3 WAY SWITCHES
12 3 - 3 WAY SWITCHES.
13 NON-BEARING WALL; INSULATED 2X6 16" OC 12'4-1/2" HT
5.) ALL WALLS WILL BE PAINTED TO ELEVATION 108 WITH 1 PRIMERAND 2 FINISH COATS.
6.) WALLS IN RMS 104 & 105 WILL BE PAINTED TO THE FULL HT WITH 1 PRIMER & 2 FINISH COATS.
7.) FULL HT CEILINGS IN RMS 104 & 105 WILL BE PAINTED WITH 1 PRIMER & 2 FINISH COATS.
8.) ALL WALLS & CEILINGS ABOVE SUSPENDEDGRID SYSTEMWILL NOT BE PAINTED .
9.) ALL LIGHTING WILL BE LED.
10.) BASE MOLDING IN RMS 101, 102, 103 & 104B WILL BE VINYL.
11.) ALL INTERIOR CONCRETE WILL BE TROWEL FINISHED AND SEALED (Optional Epoxy Coated).
12.) APRON CONCRETE WILL BE BROOM FINISHED AND SEALED.
01 ----- KEYED NOTE REFERENCE
1 GRID LINE
D ----- SECTION REFERENCE
H ----- DETAIL REFERENCE
V
SHD
FCO
FD
WCO
----- FLOOR DRAIN
----- SHOWER DRAIN
----- FLOOR CLEANOUT
----- WALL CLEANOUT
----- ABOVE CEILING VENT
DCW
DHW
DOMESTIC COLD WATER
DOMESTIC HOT WATER
S S3
240V
----- SINGLE POLE SWITCH
----- THREE WAY SWITCH
----- DUPLEX RECEPTACLE
----- 240 VOLT RECEPTACLE
G
240V ----- 120/240 VOLT RECEPTACLE
----- 24 X 36 FIXED PANE WINDOW
----- WOOD DOOR
A
----- METAL DOOR (Insulated)
----- 24 X 24 AWNING WINDOWB
----- 24 X 36 AWNING WINDOWC
13.) 2018 ICC IS THE GOVERNING CODE.
14 SENSOR CONTROLLED CO EXHAUST FAN
15 SHEAR WALL VENTS
PLAN / LAYOUT
B O
IL
E
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WH
DF
EXERCISE
MECH
SHWR
ENGINE BAY
TRUCK BAY
W A
SH
D
R Y
9'9'9'
2'-8"2'-8"2'-8" 2'-8"
12' 12'
4'
80'
18'-8" 27'-8"
APRONAPRON 6'
32' 29'
44'
42'-61 2"
37'-51 2"
31'-1"
38'-3"
13'-71 2"
ICE
2'-1"
34'-81 4"
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INSTALLED BY OTHERSINSTALLED BY OTHERS
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WALL FRAMING PLAN
9'9'9'
2'-8"2'-8"2'-8" 2'-8" 12' 12'
4'
80'
18'-8" 27'-8"
6'
44'
42'-61 2"
37'-51 2"
3'-11 2"
3'-11 2"
4'-51 2"
6'-01 4"
2'-21 2"
6'-8"
6'-8" 8'
2'-4"
CL
CL
A
A
A
B
C
5'-6" 7'5'-6" CL 4'-51
4"CL
BC
C
5'-91 4"
12'CL
34'-111 2"
A
CL
A
CL
A
CL 9'-71
2"9'-71
2"
CCL
CCL
4'-51 2"
5'-71 2" 13'-71
2"
A
4'-4"
7'-11 4"
7'-11 4"
A
A
CL
CL
CL
CL
CL
CL
CL
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A B C E FD
B C E FDA
8'-61 2"
5'-101 4"
32'
EE
01 01 01
04 0404 04
C
C
03 13
8'-41 2" 7'-2"
0" 3'-11 2"
5'-21 2"
APRONAPRON
LVL BEAMS FOR 12' SPAN @ 640 PLF
LVL BEAMS FOR 9' SPAN @ 640 PLF
LVL BEAM FOR 8'4-1/2" SPAN @ 640 PLF
A
ACL 1
7'-11 4"
2 2
6'-8"
B CL
A
A
CL9'-71
2"
1/2" GYPSUM BOARD
6" CAST IN PLACE CONCRETE
3,500 # REBAR REINFORCED
2" RIGID INSULATION
4" COMPACTED SAND
2X8 TREATED BASE
Z-FLASHING
8" STARTER WEDGE
ENGINEERED WOOD LAP SIDING
8" SHEATHING w/WRB
R19 6" DENSE PACKED
CELLULOUS INSULATION
CODE COMPLIANT VAPOR RETARDER
2X6 X12' STUDS 16" OC
2" MASONRY ANCHOR 8' OC
#5 REBAR (3)
EL 100.0
#4 REBAR 24" OC both ways
1/2" GYPSUM BOARD
6" CAST IN PLACE CONCRETE
3,500 # REBAR REINFORCED
2" RIGID INSULATION
4" COMPACTED SAND
COMPACTED SELECT BORROW TO EL 97.0
R19 6" FIBERGLASS
BLANKET INSULATION
2X6 X12' STUDS 16" OC
EL 100.0
#4 REBAR 24" OC both ways
8" OSB to ELEVATION 108
6" CAST IN PLACE CONCRETE
3,500 # REBAR REINFORCED
2" RIGID INSULATION
4" COMPACTED SAND
EL 100.0
#4 REBAR 24" OC both ways
COMPACTED SELECT BORROW TO EL 97.0
FOOTING DETAIL - EXTERIOR WALL 01
FOOTING DETAIL - BEARING WALL O3
PL 400 ADHESIVE
#5 REBAR (2)
1/2" SHEETROCK
6" CAST IN PLACE CONCRETE
3,500 # REBAR REINFORCED
2" RIGID INSULATION
4" COMPACTED SAND
COMPACTED SELECT BORROW TO EL 97.0
R19 6" FIBERGLASS
BLANKET INSULATION
2X6 X12' STUDS 16" OC
EL 100.0
#4 REBAR 24" OC both ways
6" CAST IN PLACE CONCRETE
3,500 # REBAR REINFORCED
2" RIGID INSULATION
4" COMPACTED SAND
EL 100.0
#4 REBAR 24" OC both ways
FOOTING DETAIL - BEARING WALL O2
PL 400 ADHESIVE
#5 REBAR (2)
DETAIL B
DETAIL A
DETAIL C
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2X6 X12' STUDS 16" OC
1/2" SHEETROCK
R19 6" FIBERGLASS
BLANKET INSULATION
1/2" SHEETROCK from ELEVATION 108
2X6 X12' STUDS 16" OC
1/2" GYPSUM BOARD
R19 6" FIBERGLASS
BLANKET INSULATION
2X6 X12' STUDS 16" OC
2" GYPSUM BOARD from ELEVATION 108
2X6 TREATED SOLE PLATE
2X6 TREATED SOLE PLATE
2X6 TREATED SOLE PLATE
2X6 X12' STUDS 16" OC
1/2" GYPSUM BOARD
2X6 X12' STUDS 16" OC
ENGINEERED WOOD LAP SIDING
8" OSB to ELEVATION 108
A
3/4" RIGID INSULATION
3/4" RIGID INSULATION
R19 6" DENSE PACKED
CELLULOUS INSULATION
APPROX. EXISTING GROUND EL. 99.0
6"X 6" CIP
CURB
6"X 6" CIP
CURB
6"X 6" CIP
CURB
8" SHEATHING w/WRB
CODE COMPLIANT VAPOR RETARDER
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2X6 TREATED BASE TRIM
6" CAST IN PLACE CONCRETE
3,500 # REBAR REINFORCED
2" RIGID INSULATION
4" COMPACTED SAND
2X8 TREATED BASE
Z-FLASHING
2X6 X12' STUDS 16" OC
2" MASONRY ANCHOR 8' OC
#5 REBAR (3)
EL 100.0
#4 REBAR 24" OC both ways
COMPACTED SELECT BORROW TO EL 97.0
FOOTING DETAIL - EXTERIOR WALL 04
DETAIL D
2X6 TREATED SOLE PLATE
8" OSB to ELEVATION 108
2X6 X12' STUDS 16" OC
1/2" GYPSUM BOARD from ELEVATION 108
2X6 X12' STUDS 16" OC
6" CAST IN PLACE CONCRETE
3,500 # REBAR REINFORCED
2" RIGID INSULATION
4" COMPACTED SAND
COMPACTED SELECT BORROW TO EL 97.0
R19 6" FIBERGLASS
BLANKET INSULATION
2X6 X12' STUDS 16" OC
EL 100.0
#4 REBAR 24" OC BOTH WAYS
8" OSB to ELEVATION 108
EL 100.0
FOOTING DETAIL - SHEAR WALL 05
PL 400 ADHESIVE
DETAIL E
2X6 X12' STUDS 16" OC
R19 6" FIBERGLASS
BLANKET INSULATION
2X6 X12' STUDS 16" OC
2X6 TREATED SOLE PLATE
8" OSB to ELEVATION 108
8" OSB to ELEVATION TOP PLATE
8" OSB to TOP PLATE
6" CAST IN PLACE CONCRETE
3,500 # REBAR REINFORCED
2" RIGID INSULATION
4" COMPACTED SAND
EL 100.0
COMPACTED SELECT BORROW TO EL 97.0
#4 REBAR 24" OC both ways2%
8'
#4 REBAR DOWELS
6" CAST IN PLACE CONCRETE
3,500 # REBAR REINFORCED
2" RIGID INSULATION
COMPACTED SELECT BORROW TO EL 98.0
TYPICAL 04 EXTERIOR WALL
SEE DETAIL D
6" COMPACTED CLASS 5
DETAIL F
FOOTING / APRON DETAIL
A
R19 6" DENSE PACKED
CELLULOUS INSULATION
R19 6" DENSE PACKED
CELLULOUS INSULATION
APPROX. EXISTING GROUND EL. 99.0
6"X 6" CIP
CURB6"X 6" CIP
CURB
6"X 6" CIP
CURB
8" STARTER WEDGE
ENGINEERED WOOD LAP SIDING
8" SHEATHING w/WRB
ENGINEERED WOOD LAP SIDING
3/4" RIGID INSULATION
3/4" RIGID INSULATION
8" SHEATHING w/WRB
CODE COMPLIANT VAPOR RETARDER
CODE COMPLIANT VAPOR RETARDER
#4 REBAR 24" OC both ways
NORTH ELEVATION
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12" FRIEZE BOARD
C
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WEST ELEVATION
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1 2 3 4 5
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5 1010
FEET
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BAAAB
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12" FRIEZE BOARD
12" FRIEZE BOARD
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5 1010
FEET
A B C E FD
B C E FDA
5 5
RIDGE VENT CAP (shingle)
RIDGE VENT CAP (shingle)
RIDGE VENT CAP (shingle)
CONTINIOUS RIDGE VENT
4" PLYWOOD
VAPOR BARRIER/UNDERLATMENT
ICE BARIER
ASPHALT SHINGLES
ASPHALT SHINGLES
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EL 100.0
Z-FLASHING
EL 100.0
SMARTBOARD LAP SIDING
w/8" exposure
8" SHEATHING w/TYVEK
LVL BEAM FOR 12' SPAN @ 640 PLF
8" OSB to ELEVATION 108
2" GYPSUM BOARD from ELEVATION 108
5/8" GYPSUM BOARD ON ALL CEILINGS (12')
03 04
ASYMETRIC BEARING
PREMANUFACTURED TRUSSES
DESIGNED for ASYMETRIC BEARING
7/8
HH
D
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7/8
DRYWALL GRID SYSTEM
by USG or ARMSTRONG
5'-8"
BUILDING SECTION
5 1010
FEET
ABCE D
EL 100.0EL 100.0
9'
5'-8"
DRYWALL GRID SYSTEM
by USG or ARMSTRONG
2' X 2' OC @ L360
GBUILDING SECTION
5 1010
FEET
G 9 9
5/8" GYPSUM BOARD ON CEILING
8" M.R. GYP ON CEILING
1/2" M.R. GYP ALL WALLS
1/2" GYP ALL WALLS
5/8" GYPSUM BOARD ONALL CEILINGS (12'4")
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44'
32'
37'-51 2"
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42'-61 2"
C
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5 5
33'-7"
4'-51 4"
2'-91 2"
80'
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FEET
5 5
A B C E FD
B C E FDA
2'
22 TYPICAL PREMANUFACTURED
ROOF TRUSSES 36' TOTAL LENGTH,
32' SPAN @ 24" OC
17 ASYMETRIC PREMANUFACTURED
ROOF TRUSSES 36' TOTAL LENGTH,
29' 6" SPAN @ 24" OC
5 TYPICAL PREMANUFACTURED ROOF TRUSSES
41' 5-1/2" TOTAL LENGTH, 37' 5-1/2" SPAN @ 24" OC
GABLE END TRUSS
GABLE END TRUSS GABLE END TRUSS
OVER BUILT TRUSSES
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALLBEARING WALL
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WC
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FD
SHD3"
2"
2"
3"
2"
3" SS to pump tank/mound
2"
3"VENT UP
WCO
FCO
2" VENT UP
2"
FD
2" VENT UP
2"
2"
2"
2"
V
V
V
V
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3" MAIN VENT
DF DRAIN
AIR GAP / DRAIN FOR ICE MACHINE
LAUNDRY DRAIN
DRAIN & VENT PLAN
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DF SUPPLY
ICE MACHINE SUPPLY
WASHER SUPPLY
DOMESTIC WATER SUPPLY
H
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5 1010
FEET
B
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DCW
D H
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TOILET SUPPLY
BACKFLOW PREVENTER
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D O
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PLAN / LAYOUT
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SHWR
ENGINE BAY
TRUCK BAY
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5 1010
FEET
5 5
A B C E FD
B C E FDA
ZONE 1
ZONE 2
ZONE 3ZONE 4 ZONE 3
ZONE 5 ZONE 5
5/8" PEX TUBING w/OXIGEN BARRIER
@ 12" AVG SPACING IN ZONES 1 & 2
5/8" PEX TUBING w/OXIGEN BARRIER
@ 12" AVG SPACING IN ZONES 1 & 2
5/8" PEX TUBING w/OXIGEN BARRIER
@ 16" AVG SPACING IN ZONES 5
1/2" PEX TUBING w/OXIGEN BARRIER
@ 8" AVG SPACING IN ZONES 3 & 4
BOILER TO BE SIZED BY CONTRACTOR
APRONAPRON
EXERCISE
ENGINE BAY
TRUCK BAY
DF
MECH
103SHWR
Linear LED High Bay 90W 5,000K
11,000+ Lumens
Linear LED High Bay 90W 5,000K
11,000+ Lumens
6" Recessed
Damp GFICS
S
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FEET
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S
2' X 2' RECESSED TROFFERS
60W LED
240V
240V
5 5
A B C E FD
B C E FDA
4,000 K Daylight LED
240V240V240V
WALL PACK
WALL PACK
WALL PACKWALL PACKWALL PACK
WALL PACK
F
SWITCHED/TIMED CEILING FAN
PANEL BOARD
SERVICE DISCONNECT
F
SWITCHED/TIMED CEILING FAN
RM. NO. RM. NAME
104B
ENGINE BAY
WORK BENCH
TRUCK BAY
NORTH EAST SOUTH WEST
04 01
01 01
13 13
105B HALL 03N/A
N/A 0313
13 13
WALL TYPE (SEE KEYED NOTES) CEILING
YES
NO
YES
YES
YES
YES
YES
YES
YES
YES
YES
NO
NO
YES
RM. NO. RM. NAME
104B
SHWR
EXERCISE
MECH
ENGINE BAY
WORK BENCH
TRUCK BAY
NORTH EAST SOUTH WEST
105B HALL N/A
N/A
FULL HT
CEILINGS
GRID
GYP F1 GYP F4
GYP F1 GYP F4
GYP F1 GYP F4
GYP F1 GYP F4
GYP F1 GYP F4
N/A
N/A
GYP F4
GYP F4
GYP F1
GYP F1
GYP F4
GYP F1
GYP F4
GYP F1
GYP F4
GYP F1
GYP F4
GYP F1
GYP F4
GYP F1
GYP F4
GYP F1
GYP F4
GYP F1 GYP F1
OSB
GYP F1
OSB
GYP F1
OSB
GYP F1
OSB
GYP F1
OSB
GYP F1
OSB
GYP F1
OSB
GYP F1
OSB
GYP F1
OSB
GYP F1
OSB
GYP F1
OSB
GYP F1
OSB
GYP F1
OSB
GYP F1
OSB
GYP F1
GYP F4
GYP F1
GYP F4
GYP F1
GYP F4
GYP F4
OSB
SHWR
EXERCISE
MECH
SPL ATH
RESIL
CONC
CONC
CONC
CONC
CONC
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C T
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FINISHES - WALLS FLOORS
FULL HT GRID
SEE GENERAL NOTES FOR PAINTING SCHEDULE.
SEE GENERAL NOTES FOR MOLDING & TRIM SCHEDULE.
SEE GENERAL NOTES FOR CONCRETE FINISH SCHEDULE.
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SEE SECTION 092900 IN SPECIFICATIONS FOR FINISH DEFINITIONS.
4 23 1
CE D
EL 100.0
ACCESS OPENING
CELLULOUS INSULATION
ACCESS OPENING
PERMANENT LADDER
5 4 3
PERMANENT LADDER
4" PLY CAT WALK
WOOD SUPPORT
CELLULOUS INSULATION
ACCESS OPENING
INSULATED ACCESS DOOR
INSULATED ACCESS DOOR
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5 1010
FEET
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ABOVE CEILING ACCESS
DETAIL I DETAIL J
ABOVE CEILING ACCESS
05 SHEAR WALL
EAST ELEVATION
8"X 16" VENT
8"X 16" VENT
EL. 100.0
CURB
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25 5050
FEET
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Oil House
Tree Shed
NEW FIRE GARAGE
UG POWER (abandon)
UG POWER
UG POWER (NEW)
UG POWER (NEW)
UG POWER (NEW)
OH POWER & POLE (DEMO)
Wareh ouse
#1
POWER POLE (EXISTING)
EXISTING SS TO MOUND SYSTEM
EXISTING WATERLINE
SS (NEW) CONNECT TO EXISTING
EXISTING 500 GAL LP TANK
RELOCATE AND RECONNECT
NEW LP TANK LOCATION
S
IT
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A
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S
NEW 1" HDPE WATER SUPPLY
INSTALL 2 CURB STOP VALVES
for 1" HDPE WATERLINE
OH POWER & POLE (DEMO)
SEE SHEET 23
OLD LP TANK
(See Specs for Special Instructions)
BENCHMARK
BENCHMARK
BENCHMARK
706.09'
706.02
704.55
706.5'=100' Slab Design Elevation
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D o f
LP GAS LINE
BURIED 18" DEEP (Min.)
GRAVEL & SOIL 2" MINUS
GRAVEL & SOIL 6" MINUS
1" HDPE WATERLINE
BURIED 8' DEEP (Min.)6" LAYER OF SAND BEDDING
GRAVEL & SOIL 4" MINUS
2" RIGID INSULATION
3" INSULATED PVC SS
DEPTH VARIES
6" LAYER OF SAND BEDDING
GRAVEL & SOIL 4" MINUS
2" RIGID INSULATION
WARNING TAPE BURIED 12" DEEP
UG POWER IN CONDUIT
BURIED 24" DEEP
GRAVEL & SOIL 2" MINUS
GRAVEL & SOIL 6" MINUS
WARNING TAPE BURIED 12" DEEP
WATERLINE DETAIL
NO SCALE
NO SCALE
UG POWER DETAIL
NO SCALESANITARY SEWER DETAIL
NO SCALE
LP GAS LINE DETAIL
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F
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D o f
1" HDPE WATERLINE
SUPPLY TO SHOP
1" MINUS ROCK PLACED 12" BELOW
AND 6" ABOVE VALVES & TEE
GRAVEL & SOIL 4" MINUS
2" RIGID INSULATION
NO SCALE
1" HDPE WATERLINE
SUPPLY TO NEW GARAGE
INSTALL TEE ON FS SUPPLY
ADJUSTABLE SERVICE BOX
PLUG TYPE COVER
WH #1/ SHOP
1" HDPE WATERLINE
SUPPLY TO NEW GARAGE
1" HDPE WATERLINE
SUPPLY TO SHOP
INSTALL TEE ON FS SUPPLYINSTALL CURB STOP VALVE
INSTALL CURB STOP VALVE
ELEVATION
PLAN
NO SCALE
C U
R B
S T
O P
V A
L V
E /B
O X
D E
T A
IL
S
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| OLE1 |
TOFTE FIRE GARAGE Plans
| 2021-04-08T14:05:16-0500 | |
| JAMES STREZISHAR |
| 2021-04-08T15:34:08-0500 | |
| ELLEN BOGARDUSSZYMANIAK |
File details come from the government source that posted it. Updated .