Attachment 5 - Hiawatha Specs-Drawings - Appendix Docs.pdf
PDF 1 MB Posted
- Attached to
- Hiawatha NF Vault Toilets Federal contract opportunity
- Solicitation number
- 12445523R0003
- Issued by
- Department of Agriculture Forest Service
About this file
This procurement package includes specifications and drawings for prefabricated precast concrete vault toilet buildings to be installed at multiple locations within the Hiawatha National Forest in Michigan. The project involves removing and replacing existing toilet structures with ADA-compliant precast concrete vaults manufactured by an approved producer. Submittals and engineering documents are required if requested. Specifications cover materials, finishes, execution requirements and warranties. Drawings provide floor plans, elevations and sections detailing dimensions, components and connections. The solicitation number is 12445523R0003 to be awarded under NAICS Code 236220 with a small business size standard of $39.5M. The procurement is being conducted by the USDA Forest Service for vault toilet replacements on the Hiawatha National Forest.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 12445523R0003 - Pre-Solicitation Notice - Hiawatha NF Vault Toilets.pdf | ||
| Attachment 3 - Hiawatha National Forest Site Specs.docx | DOCX document | |
| Attachment 4 - Hiawatha NF Map.pdf | ||
| Attachment 1 - Hiawatha Schedule of Items.docx | DOCX document | |
| Attachment 2 - Vault Toilet Specifications.docx | DOCX document |
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Text version
945 - BOLLARDS
BOLLARDS
STANDARD TRAIL PLAN
OF
STD_945-10-01
NO SCALE
DROP-DOWN INSTALLATION SECTION
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BOLLARD MATERIAL
RAPID RIVER RANGER DISTRICT / DELTA CO MI
HIAWATHA NATIONAL FOREST
LITTLE BAY CAMPGROUND UPGRADE
BLD
APPENDIX DOCUMENT 1: COLLAPSIBLE BOLLARD SPECS
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FOREST SERVICE
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U.S. DEPARTMENT OF AGRICULTURE
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DRAWING NAME
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PROJECT NAME & LOCATION
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SECTION
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REVISION DATE
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SHEET
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DRAWING NO.
AutoCAD SHX Text REMOVE AND DISPOSE OF DUFF AND TOP ORGANIC LAYERS DOWN TO MINERAL SOIL. COMPACT BACKFILL IN 6 INCH LIFTS UNTIL NO VISUAL DISPLACEMENT. WHEN SPECIFIED INSTALL PER MANUFACTURERS INSTRUCTION. OBJECT MARKERS REQUIRED ON MOTORIZED TRAILS.
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NOTES:
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1. 2. 3. 4.
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TYPE
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RAILROAD TIE
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MATERIAL
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COMMENTS
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BD4
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BD5
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BD6
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MANUFACTURED
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LOG
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BD1
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BD2
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BD3
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CONCRETE
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TIMBER
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BD7
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STEEL
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DUAL LOCK SYSTEM SHOWN
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TYPICAL ID
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BACKFILL WITH SUITABLE MATERIAL OR CONCRETE FOOTING WHEN SPECIFIED
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COMPACTED SUBGRADE
EXISTING ROAD
EXPANSION JOINT
MATERIAL
EXPANSION JOINT
MATERIAL
SLOPE =
" : 1'0"
DRAWING NOT TO SCALE. LENGTH OF
WALKWAY AND DEPTH OF ROAD WILL
VARY.
4" THICK
CONCRETE
4" MIN.
COMPACTED
SUBGRADE
NOTES:
1. Concrete mix shall meet an overall minimum compression strength of 5,000 psi (Class-D).
2. Saw cuts on sidewalk to be placed at even intervals between existing road and concrete pad, but are not to exceed 5' in length between cuts.
3. Saw cuts to be made between 3/8" and 1/2" deep.
4. Top of concrete to match existing top of grade.
5. Finish after floating or at time when finishing with a skid-resistant surface texture.
All specifications to be in accordance with FP-14, Standard Specifications for Construction of
Roads and Bridges on Federal Highway Projects.
CONCRETE VAULT
12.50'
4.50'
SIDEWALK DIMENSIONS =
4.5' WIDE BY VARYING LENGTH
SAW CUTS TO MATCH EXISTING
ROAD, BUT ARE NOT TO EXCEED
5' IN LENGTH BETWEEN CUTS.
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VAULT LOCATION
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
1/5 /21
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EASTERN REGION
APPENDIX
DOCUMENT 2:
TOILET
CONCRETE
APRON AND
WALKWALK
HIAWATHA NATIONAL
FOREST
MUNISING AND RAPID
RIVER/MANISTIQUE RANGER
DISTRICTS
PLAN AND PROFILE
12/23/2020
T. KIDD
T. KIDD
D. DEVET
X-01 01 01
PLAN VIEW
PROFILE VIEW
APPENDIX DOCUMENT 2: TOILET CONCRETE APRON AND WALKWAY
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Specifications for Beach Vault Toilet Building
PART 1 – GENERAL
1. SCOPE
1.1. Construction and onsite placement of a prefabricated precast concrete vault toilet building.
2. MANUFACTURER
2.1. Manufacturer shall be Huffcutt Concrete or a pre-approved equal.
2.2. Manufacturer shall be an PCI Certified Plant or equal with verifiable references demonstrating quality, design and service upon request.
2.3. Manufacturer will provide a written warranty providing 20 years structural, manufacturer’s warranty on all hardware and components not produced at precast concrete manufacturer’s plant, and 3 years against defects in paint, caulk, and grout.
3. DESIGN
3.1. Building will be manufactured using precast concrete including the roof. Building’s structural design will be relevant to the region and properties associated with its final placement. Design will also meet ADA and building code requirements.
4. SUBMITTALS
4.1. Manufacturer shall provide submittals and engineering if requested.
PART 2 – PRODUCTS
1. MATERIALS
1.1. Doors and Frames
1.1.1. Doors shall be 18ga galvanized metal, louvered with 16ga frames. Doors and frames shall include one coat of rust inhibitive primer and two finish coats of enamel paint.
1.2. Door Hardware
1.2.1. Aluminum drip cap. Reese or equal.
1.2.2. Door closure with hold open. Falcon or equal.
1.2.3. Stainless hinges with non-removable pin. Ives or equal.
1.2.4. Schlage Grade 1 lockset. Function and keying to be verified with owner.
1.2.5. Brush style sweep. Reese or equal.
1.2.6. ADA compliant threshold. Reese or equal.
1.3. Windows
1.3.1. Vinyl frame, bug screen and security mesh. Parco or equal.
1.3.1.1.
1.4. Interior Hardware
1.4.1. Bradly 9569 bench seat in changing room area.
1.4.2. 2 coat hooks in changing room area.
APPENDIX DOCUMENT 3: SPECIFICATIONS FOR BEACH VAULT TOILET BUILDING
1.4.3. Stainless 3 roll toilet paper dispensers.
1.4.4. ADA toilet stalls shall have (1) 18” stainless vertical grab bar, (1) 36” stainless horizontal grab bar, (1) 42” stainless horizontal grab bar.
1.4.5. Plastic handicap toilet riser. Romtec or equal.
1.5. Vent Pipes
1.5.1. Vent pipes shall be 12” and made of HDPE. Vent pipe shall extend approximately
36” above the roof line.
1.5.2. Manufacturer shall install stainless steel wildlife screens on vent pipes.
1.6. Access/Clean Out Hatch
1.6.1. Access/clean out hatch shall have a 24” x 24” clear opening, made from aluminum and be rated for a 300 psf pedestrian load. Cover shall be hinged with a kickstand to prevent accidental closing. Cover shall include a slam lock with T handle for locking.
1.7. Sealers
1.7.1. Floor shall be sealed using a deep penetrating, high alkali resistant, low volatility product. TK-290 or equal.
1.8. Caulks and Grout
1.8.1. All joints between precast panels shall be caulked using a durable, flexible polyurethane sealant. BASF Sonolastic NP-1 or equal.
1.8.2. Weld plate panel connections shall be grouted flush with interior wall surface.
Speed Crete Red Line or equal.
1.9. Vault
1.9.1. Vault shall be lined with a factory installed membrane. MEL-ROL LM or equal.
2. FINISHES
2.1. Interior
2.1.1. Smooth trowel finish.
2.2. Exterior
2.2.1. Exterior wall appearance to be approved by owner using an architectural form liner. Upper two-thirds to use Dayton Random Grooved Barnwood, with vertical pattern. Lower one-third to use Dayton Shallow Fieldstone.
2.2.2. Roof shall be cedar shake architectural form liner.
2.3. Paint
2.3.1. Interior
2.3.1.1. Wall panels shall be primed with a premium quality water based acrylic bonding primer moisture and alkali resistant. Finish coat shall be a high performance acrylic enamel. Color-White.
2.3.2. Exterior
2.3.2.1. Roof shall be covered with a quality 100% acrylic satin paint. Owner to determine color.
2.3.2.2. Walls shall be covered with a quality concrete stain. Owner to determine color.
2.3.2.3. Doors shall be covered using 2 coats of a high performance 100% acrylic satin enamel. Owner to determine color.
Part 3 – Execution
1. PRECAST CONCRETE VAULT TOILET BUILDING
1.1. Building manufacturer shall construct, assemble, and paint at their plant so that it may be transported to the jobsite as a finished module and placed using a crane.
2. ONSITE
2.1. Contractor shall provide adequate access and a level pad for the crane and semis to sit side by side under their own power. Working radius shall be 35’ from center pin on crane.
2.2. Contractor shall provide all excavation, backfilling, and finish grading for vault toilet building. In addition contractor shall provide suitable bedding of sand or granular material for the vault.
2.3. Manufacturer will install HDPE vent pipes and perform any shipping and handling adjustments and repairs.
24" x 24" I.D. ALUMINUM
ACCESS HATCH
12 12" DIA.
SOLAR FLUME
18"
BU
G
SC
RE
EN
"x
SCALE: 3/8" = 1'-0"
FLOOR PLAN1
UNISEX
PR
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ET
18"
" D
IA
18" G.B.
18" G.B.
42" G.B.
42" G.B.
36" G.B.
36" G.B.
2' -5
7'
-6
9' -1
1"
60" DIA.
1"
1" 17'-8" 1"
5'-8"
4" 4" 4"
5'-0"
BU
G
SC
RE
EN
"x
8"
6" 6"
6"
FLOOR
DRAIN
UNISEX
FLOOR
DRAIN
4" 5'-8"
4"
2' -2
5'-8"6'-0"1" 6'-0" 1"
6" 6"
24" x 24" I.D. ALUMINUM
ACCESS HATCH
12 12" DIA.
SOLAR FLUME
STORAGE
30" X 12"
BUG SCREEN
30" X 12"
BUG SCREEN 8"
18" G.B.
APPENDIX DOCUMENT 4: DESIGN FOR BEACH VAULT TOILET BUILDING
VAULTVAULT
DOOR COLOR:
TBD BY OWNER
SCALE: 3/8" = 1'-0"
FRONT ELEVATION1
6"
7' -2
6"
5"
ADA COMPLIANT
RESTROOM SIGNS
3' -0
4' -1
0"
4' -0
5"
2" 6'-11
4"
2"
5'-93 4" 31
2"
17'-10"
2"
5'-01 2"
9' -6
1 2"
FORM LINER: TBD BY OWNER
COLOR: TBD BY OWNER
FORM LINER: TBD BY OWNER
COLOR: TBD BY OWNER
FORM LINER:TBD BY OWNER
COLOR: TBD BY OWNER
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DOOR COLOR: DOOR COLOR:
FORMLINER: TBD BY OWNER
COLOR: TBD BY OWNER
TBD BY OWNERTBD BY OWNER
VAULT
2" 9'-5" 31
2"
10'-0"
5" 4'
-0
5"
4' -1
0"
SCALE: 1/4" = 1'-0"
RIGHT ELEVATION1
SCALE: 1/4" = 1'-0"
REAR ELEVATION2
SCALE: 1/4" = 1'-0"
LEFT ELEVATION3
'-0
7' -2
3' -0
6" 6"
5" CONCRETE ROOF PANELS W/
CEDAR SHAKE SHINGLE APPEARANCE
COLOR: TBD BY OWNER
9' -6
1 2"
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6"6"
Specifications for Little Bay/Hunter's Point Vault Toilet Building
1. SCOPE
1.1. Construction and onsite placement of a prefabricated precast concrete vault toilet building.
2. MANUFACTURER
2.1. Manufacturer shall be Huffcutt Concrete or a pre-approved equal.
2.2. Manufacturer shall be an PCI Certified Plant or equal with verifiable references demonstrating quality, design and service upon request.
2.3. Manufacturer will provide a written warranty providing 20 years structural, manufacturer’s warranty on all hardware and components not produced at precast concrete manufacturer’s plant, and 3 years against defects in paint, caulk, and grout.
3. DESIGN
3.1. Building will be manufactured using precast concrete including the roof. Building’s structural design will be relevant to the region and properties associated with its final placement. Design will also meet ADA and building code requirements.
4. SUBMITTALS
4.1. Manufacturer shall provide submittals and engineering if requested.
PART 2 – PRODUCTS
1. MATERIALS
1.1. Doors and Frames
1.1.1. Doors shall be 18ga galvanized metal, louvered with 16ga frames. Doors and frames shall include one coat of rust inhibitive primer and two finish coats of enamel paint.
1.2. Door Hardware
1.2.1. Aluminum drip cap. Reese or equal.
1.2.2. Door closure with hold open. Falcon or equal.
1.2.3. Stainless hinges with non-removable pin. Ives or equal.
1.2.4. Schlage Grade 1 lockset. Function and keying to be verified with owner.
1.2.5. Brush style sweep. Reese or equal.
1.2.6. ADA compliant threshold. Reese or equal.
1.3. Windows
1.3.1. Vinyl frame, bug screen and security mesh. Parco or equal.
1.3.1.1.
1.4. Interior Hardware
1.4.1. Stainless 3 roll toilet paper dispensers.
APPENDIX DOCUMENT 5: SPECIFICATIONS FOR LITTLE BAY/HUNTERS POINT TOILET BUILDING
1.4.2. ADA toilet stalls shall have (1) 18” stainless vertical grab bar, (1) 36” stainless horizontal grab bar, (1) 42” stainless horizontal grab bar.
1.4.3. Plastic handicap toilet riser. Romtec or equal.
1.5. Vent Pipes
1.5.1. Vent pipes shall be 12” and made of HDPE. Vent pipe shall extend approximately 36” above the roof line.
1.5.2. Manufacturer shall install stainless steel wildlife screens on vent pipes.
1.6. Access/Clean Out Hatch
1.6.1. Access/clean out hatch shall have a 24” x 24” clear opening, made from aluminum and be rated for a 300 psf pedestrian load. Cover shall be hinged with a kickstand to prevent accidental closing. Cover shall include a slam lock with T handle for locking.
1.7. Sealers
1.7.1. Floor shall be sealed using a deep penetrating, high alkali resistant, low volatility product. TK-290 or equal.
1.8. Caulks and Grout
1.8.1. All joints between precast panels shall be caulked using a durable, flexible polyurethane sealant. BASF Sonolastic NP-1 or equal.
1.8.2. Weld plate panel connections shall be grouted flush with interior wall surface.
Speed Crete Red Line or equal.
1.9. Vault
1.9.1. Vault shall be lined with a factory installed membrane. MEL-ROL LM or equal.
2. FINISHES
2.1. Interior
2.1.1. Smooth trowel finish.
2.2. Exterior
2.2.1. Exterior wall appearance to be approved by owner using an architectural form liner. Upper two-thirds to use Dayton Random Grooved Barnwood, with vertical pattern. Lower one-third to use Dayton Shallow Fieldstone.
2.2.2. Roof shall be cedar shake architectural form liner.
2.3. Paint
2.3.1. Interior
2.3.1.1. Wall panels shall be primed with a premium quality water based acrylic bonding primer moisture and alkali resistant. Finish coat shall be a high performance acrylic enamel. Color-White.
2.3.2. Exterior
2.3.2.1. Roof shall be covered with a quality 100% acrylic satin paint. Owner to determine color.
2.3.2.2. Walls shall be covered with a quality concrete stain. Owner to determine color.
Part 3 – Execution
1. PRECAST CONCRETE VAULT TOILET BUILDING
1.1. Building manufacturer shall construct, assemble, and paint at their plant so that it may be transported to the jobsite as a finished module and placed using a crane.
2. ONSITE
2.1. Contractor shall provide adequate access and a level pad for the crane and semis to sit side by side under their own power. Working radius shall be 35’ from center pin on crane.
2.2. Contractor shall provide all excavation, backfilling, and finish grading for vault toilet building. In addition contractor shall provide suitable bedding of sand or granular material for the vault.
18"
BU
G
SC
RE
EN
"x
SCALE: 3/8" = 1'-0"
FLOOR PLAN1
PR
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JE
CT
LI
TT
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B
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N
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RS
PO
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T
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T O
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18"
" D
IA
18" G.B.
18" G.B.
42" G.B.
42" G.B.
36" G.B.
36" G.B.
2' -5
7'
-6
9' -1
1"
60" DIA.
1"
BU
G
SC
RE
EN
"x
8"
6" 6"
6"
FLOOR
DRAIN
UNISEX UNISEX
10 12"" DIA.
SKYLIGHT
ABOVE
1" 12'-4" 1"
5'-81 4"
4" 31 2"
5'-81 4"
4"
FLOOR
DRAIN 10 12"" DIA.
SKYLIGHT
ABOVE
12 12" DIA. SOLAR FLUME
24" x 18" I.D. ALUMINUM ACCESS HATCH
12 12" DIA. SOLAR FLUME
24" x 18" I.D. ALUMINUM ACCESS HATCH
APPENDIX DOCUMENT 6: LITTLE BAY/HUNTERS POINT VAULT TOILET
VAULTVAULT
DOOR COLOR:
TBD BY
OWNER
SCALE: 3/8" = 1'-0"
FRONT ELEVATION1
6"
7' -2
6"
5"
ADA
COMPLIANT
RESTROOM
SIGNS
4' -1
0"
4' -0
5"
2" 6'-11
4"
2"
5'-93 4" 31
2"
12'-6"
FORM LINER: TBD BY OWNER
COLOR: TBD BY OWNER
PR
O
JE
CT
LI
TT
LE
B
AY
/H U
N
T
VA
U
LT
T O
IL
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DOOR COLOR:
TBD BY
OWNER
FORM LINER: TBD BY OWNER
COLOR: TBD BY OWNER
2" 9'-5" 31
2"
10'-0"
5" 4'
-0
5"
4' -1
0"
SCALE: 1/4" = 1'-0"
RIGHT ELEVATION1
SCALE: 1/4" = 1'-0"
REAR ELEVATION2
SCALE: 1/4" = 1'-0"
LEFT ELEVATION3
'-0
7' -2
6" 6"
5" CONCRETE ROOF PANELS W/
CEDAR SHAKE SHINGLE APPEARANCE
COLOR: TBD BY OWNER
PR
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T O
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SKYLIGHT
SKYLIGHT
Specifications for Ski Storage Vault Toilet Building
1. SCOPE
1.1. Construction and onsite placement of a prefabricated precast concrete vault toilet building.
2. MANUFACTURER
2.1. Manufacturer shall be Huffcutt Concrete or a pre-approved equal.
2.2. Manufacturer shall be an PCI Certified Plant or equal with verifiable references demonstrating quality, design and service upon request.
2.3. Manufacturer will provide a written warranty providing 20 years structural, manufacturer’s warranty on all hardware and components not produced at precast concrete manufacturer’s plant, and 3 years against defects in paint, caulk, and grout.
3. DESIGN
3.1. Building will be manufactured using precast concrete including the roof. Building’s structural design will be relevant to the region and properties associated with its final placement. Design will also meet ADA and building code requirements.
4. SUBMITTALS
4.1. Manufacturer shall provide submittals and engineering if requested.
PART 2 – PRODUCTS
1. MATERIALS
1.1. Doors and Frames
1.1.1. Doors shall be 18ga galvanized metal, louvered with 16ga frames. Doors and frames shall include one coat of rust inhibitive primer and two finish coats of enamel paint.
1.2. Door Hardware
1.2.1. Aluminum drip cap. Reese or equal.
1.2.2. Door closure with hold open. Falcon or equal.
1.2.3. Stainless hinges with non-removable pin. Ives or equal.
1.2.4. Schlage Grade 1 lockset. Function and keying to be verified with owner.
1.2.5. Brush style sweep. Reese or equal.
1.2.6. ADA compliant threshold. Reese or equal.
1.3. Windows
1.3.1. Vinyl frame, bug screen and security mesh. Parco or equal.
1.3.1.1.
1.4. Interior Hardware
1.4.1. Bradly 9591 bench seat in each unisex unit
1.4.2. Stainless 3 roll toilet paper dispensers.
APPENDIX DOCUMENT 7: SPECIFICATIONS FOR SKI STORAGE VAULT TOILET BUILDING
1.4.3. ADA toilet stalls shall have (1) 18” stainless vertical grab bar, (1) 36” stainless horizontal grab bar, (1) 42” stainless horizontal grab bar.
1.4.4. Plastic handicap toilet riser. Romtec or equal.
1.5. Vent Pipes
1.5.1. Vent pipes shall be 12” and made of HDPE. Vent pipe shall extend approximately 36” above the roof line.
1.5.2. Manufacturer shall install stainless steel wildlife screens on vent pipes.
1.6. Access/Clean Out Hatch
1.6.1. Access/clean out hatch shall have a 24” x 24” clear opening, made from aluminum and be rated for a 300 psf pedestrian load. Cover shall be hinged with a kickstand to prevent accidental closing. Cover shall include a slam lock with T handle for locking.
1.7. Sealers
1.7.1. Floor shall be sealed using a deep penetrating, high alkali resistant, low volatility product. TK-290 or equal.
1.8. Caulks and Grout
1.8.1. All joints between precast panels shall be caulked using a durable, flexible polyurethane sealant. BASF Sonolastic NP-1 or equal.
1.8.2. Weld plate panel connections shall be grouted flush with interior wall surface.
Speed Crete Red Line or equal.
1.9. Vault
1.9.1. Vault shall be lined with a factory installed membrane. MEL-ROL LM or equal.
2. FINISHES
2.1. Interior
2.1.1. Smooth trowel finish.
2.2. Exterior
2.2.1. Exterior wall appearance to be approved by owner using an architectural form liner.
2.2.2. Roof shall be cedar shake architectural form liner.
2.3. Paint
2.3.1. Interior
2.3.1.1. Wall panels shall be primed with a premium quality water based acrylic bonding primer moisture and alkali resistant. Finish coat shall be a high performance acrylic enamel.
2.3.2. Exterior
2.3.2.1. Roof shall be covered with a quality 100% acrylic satin paint. Owner to determine color.
2.3.2.2. Walls shall be covered with a quality concrete stain. Owner to determine color.
Part 3 – Execution
1. PRECAST CONCRETE VAULT TOILET BUILDING
1.1. Building manufacturer shall construct, assemble, and paint at their plant so that it may be transported to the jobsite as a finished module and placed using a crane.
2. ONSITE
2.1. Contractor shall provide adequate access and a level pad for the crane and semis to sit side by side under their own power. Working radius shall be 35’ from center pin on crane.
2.2. Contractor shall provide all excavation, backfilling, and finish grading for vault toilet building. In addition contractor shall provide suitable bedding of sand or granular material for the vault.
SCALE: 3/8" = 1'-0"
FLOOR PLAN1
30" x 12"
BUG SCREEN
PR
O
JE
CT
SK
I S
TO
RA
GE
V
AU
LT
T
O
IL
ET
12 12" DIA. SOLAR FLUME
42" G.B.
18" G.B.
36" G.B.
" 42"
G.B.
18" G.B.
36" G.B.
TOILET
TOILET
60" DIA. 60" DIA.
F.D.
30" x 12"
BUG SCREEN
30" x 12"
BUG SCREEN
30" x 12"
BUG SCREEN
UNISEX UNISEX
1" 4"
5' -6
4"
5' -6
4" 2'
-5
'-0
'-6
1" 4"
7'-10" 4"
7'-10" 4"
1"16'-8"
16'-10"
1'-0"1'-0"
1' -0
1'
-0
12 12" DIA. SOLAR FLUME
F.D.
ALUMINUM ACCESS HATCH
12" DIA. SKYLIGHT
ABOVE
12" DIA. SKYLIGHT
ABOVE
STORAGE
APPENDIX DOCUMENT 8: DESIGN SKI STORAGE VAULT TOILET
4" 8'-0" 16'-2"
16'-10"
5" CONCRETE ROOF PANELS W/
CEDAR SHAKE SHINGLE APPEARANCE
COLOR: TBD BY OWNER
SCALE: 1/4" = 1'-0"
LEFT ELEVATION2
4" 7'-10" 4"
VAULT
SCALE: 1/4" = 1'-0"
FRONT ELEVATION1
1'-0"
EXTERIOR FINISH: TBD BY OWNER
COLOR: TBD BY OWNER
EXTERIOR FINISH: TBD BY OWNER
COLOR: TBD BY OWNER
EXTERIOR FINISH: TBD BY OWNER
COLOR: TBD BY OWNER
DOOR COLOR:
TBD BY OWNER
7' -6
SKYLIGHTSKYLIGHT
PR
O
JE
CT
SK
I S
TO
RA
GE
V
AU
LT
T
O
IL
ET
ADA COMPLIANT
RESTROOM SIGN
DOOR COLOR:
TBD BY OWNER
STORAGE ROOM
VAULT
4" 13'-10" 4" 14'-6"
6" 4'
-0
6" 5'
-0
SCALE: 1/4" = 1'-0"
RIGHT ELEVATION2
SCALE: 1/4" = 1'-0"
REAR ELEVATION1
'-0
1'-0"
SKYLIGHTSKYLIGHT
PR
O
JE
CT
SK
I S
TO
RA
GE
V
AU
LT
T
O
IL
ET
STORAGE ROOM
ADA COMPLIANT
RESTROOM SIGN
DOOR COLOR: DOOR COLOR:
TBD BY OWNER TBD BY OWNER
| AppendixSheet1CollapsibleBollardSpecs |
| Sheets and Views |
| Collapsible Bollard-Model |
| AppendixSheet2ToiletConcreteApronAndWalkway |
| Sheets and Views |
| Outhouse Concrete Walkway-1-PLOT |
| OLE1 |
| AppendixSheet3SpecificationsForBeachVaultToiletBuilding |
| AppendixSheet4ToiletDesignBeachVaultToilet |
| WI DNR Submittal.pdf |
| Acorn 2131 |
| Page 1 |
| Page 2 |
| 16ga Galvanized Frame.pdf |
| 2158 URINAL.pdf |
| Page 1 |
| Page 2 |
| AppendixSheet5SpecificationsForLittleBayHuntersPointVaultToiletBuilding |
| AppendixSheet6ToiletDesignLittleBayHuntersPointVaultToilet |
| STANDARD GE PRODUCTION DRAWINGS 1-19-21.pdf |
| 17B-018-20 - JEFFERSON CO-ROCK RIVER SUBMITTAL 10-14-20.pdf |
| Republic DE Series 16ga Galvanized Frame S.pdf |
| 2158 URINAL.pdf |
| Page 1 |
| Page 2 |
| S & P EXHAUST FAN.pdf |
| Acorn ADA Shower.pdf |
| Page 1 |
| Page 2 |
| Acorn Shower.pdf |
| Page 1 |
| Page 2 |
| Acorn Shower 1741-04-M-RD (S).pdf |
| Page 1 |
| Page 2 |
| RUSCO Sediment Filter.pdf |
| Acorn ADA Shower.pdf |
| Page 1 |
| Page 2 |
| Acorn Shower.pdf |
| Page 1 |
| Page 2 |
| 17B-126-20 - STORY COUNTY-WEST PETERSON SUBMITTAL 11-12-20.pdf |
| 2158 URINAL.pdf |
| Page 1 |
| Page 2 |
| Acorn Stainless Toilet Riser 2131.pdf |
| Page 1 |
| Page 2 |
| AppendixSheet7SpecificationsForSkiStorageVaultToiletBuilding |
| AppendixSheet8ToiletDesignSkiStorageVaultToilet |
File details come from the government source that posted it. Updated .