DPW046817P_-_Plans_Drawings_-_26June2018_-100__Bid_Set-_Volunteer_Park_S....pdf
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WS-1380-2018-G-01
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
REPAIR/REPLACE SHADE STRUCTURES
COVERSHEET / INDEX SHEET
DRAWING # TITLE
ENGINEERING DIVISION
REPAIR BY REPLACE PLAYGROUND SUN SHADES
DIRECTORATE OF PUBLIC WORKS
WHITE SANDS MISSILE RANGE, NEW MEXICO
DESIGN BRANCH
VOLUNTEER PARK AND RV SHELTERS
SM
VC
RA
WS-1380-2018-G-01 COVER / INDEX SHEET 1 of 8 WS-1380-2018-G-02 PROJECT LOCATION 2 of 8 WS-1380-2018-G-03 SITE PLAN 3 of 8 WS-1380-2018-GD-04 DEMOLITION 4 of 8 WS-1380-2018-G-05 NEW WORK 5 of 8 WS-1380-2018-A-06 RV CANOPY ELEVATIONS 6 of 8 WS-1380-2018-A-07 PLAYGROUND CANOPY ELEVATIONS 7 of 8 WS-1380-2018-S-08 COLUMN FOOTINGS 8 of 8
100% BID DRAWING SET
26 June 2018
JF
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CONCRETE ASPHALT
DISPOSAL
CONSTRUCTION WATER SOURCE
PROJECT LOCATION
METAL RECYCLING
YARD 2.5 MILES EAST
WS-1380-2018-G-02
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
REPAIR/REPLACE SHADE STRUCTURES
PROJECT LOCATION
NTS
100% BID DRAWING SET
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WATERTOWN AVENUE
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PLAYGROUND
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HEADQUARTERS AVENUE
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CROZIER STREET
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BENET STREET
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DYER STREET
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SAINT LOUIS STREET
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SIOUX STREET
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SIERRA STREET
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GODDARD
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RIPLEY STREET
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BENET STREET
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CROZIER STREET
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INDIANA STREET
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ENGINEER DRIVE
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HEADQUARTERS AVENUE
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WATERTOWN AVENUE
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SIOUX STREET
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RAMSEY STREET
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WESSON STREET
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BOMFORD STREET
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RAMSEY STREET
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NAVAJO STREET
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CRAIG STREET
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WATERTOWN AVENUE
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CRAIG STREET
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POLARIS
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TOOELE AVENUE
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ROSSFORD
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POLARIS STREET
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JUPITER DRIVE
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TALOS
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AEROBEE AVENUE
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RIPLEY ST
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LETTERKENNY
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TOOELE AVE
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ROSSFORD AVE
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GODDARD AVENUE
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ANNISTON
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HOF STREET
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RADFORD STREET
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ABERDEEN AVENUE
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ABERDEEN AVE
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DYER STREET
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BENET STREET
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AUGUSTA STREET
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CROZIER STREET
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DYER STREET
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FLAGLER STREET
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BENET STREET
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WESSON STREET
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RAMSEY STREET
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ABERDEEN AVENUE
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WESSON STREET
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NIKE AVENUE
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MERCURY AVENUE
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VIKING STREET
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TERRIER AVE
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TALOS
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AVE
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DEACON AVE
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VIKING STREET
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LOKI STREET
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ROCK ISLAND AVE
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RIPLEY ST
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LAKE CITY AVE
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AEROBEE
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AEROBEE AVE
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JOLIET STREET
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HOF STREET
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MILAN STREET
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ROCK ISLAND AVE
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FRANKFORD STREET
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DETROIT STREET
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SPRINGFIELD STREET
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ROCK ISLAND AVENUE
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WSMR RD. 115
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PICATINNY AVENUE
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ATLAS STREET
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VANGUARD DRIVE
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VANGUARD DRIVE
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VANGUARD DR
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VIKING STREET
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RAVENNA AVENUE
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HERCULES STREET
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ZUNI DRIVE
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ZEUS DRIVE
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SATURN AVENUE
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ZEUS DRIVE
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PERSHING DRIVE
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THOR STREET
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PERSHING DR
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HERCULES STREET
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SATURN AVENUE
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ZUNI DR
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MARTIN LUTHER KING BLVD.
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HUGHES ROAD
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GATE
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GATE
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OWEN ROAD
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CIRCLE
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EXISTING EIGHT WOODEN CANOPIES 16'X20', 10.5' PEAK ROOF HEIGHT
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16'X20', 10.5' PEAK ROOF HEIGHT
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WS-1380-2018-G-03
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
REPAIR/REPLACE SHADE STRUCTURES
SITE PLAN
NTS
100% BID DRAWING SET
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WS-1380-2018-GD-04
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
REPAIR/REPLACE SHADE STRUCTURES
DEMOLITION PLAN
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Demolition Plan
1. Demolish the 8 RV space wood canopies and footings.
2. Demolish the 45' x 45' and 38' x 38' playground canopies and footings.
3. The Contractor may dispose of metals at the WSMR recycle yard. Asphalt, clean concrete (free of rebar/steel), and soil may be disposed of at the
WSMR Hughes pit.
4. Contractor shall be responsible for maintaining the construction area and storage facilities and repairing damage caused during construction activities prior to substantial completion and final payment. The Contractor shall remove all stored materials and equipment at the end of the contract work.
5. Erect and maintain temporary barricades (minimum 15' beyond work area) to limit public access to hazardous areas. Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.
100% BID DRAWING SET
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WS-1380-2018-G-05
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
REPAIR/REPLACE SHADE STRUCTURES
NEW WORK
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New Work
1. Construct 8 RV space steel frame canopies with metal roofs and footings.
2. Construct one 45' x 45' and one 38' x 38' playground canopies and footings. Canopies shall be steel framed with metal roofs.
3. Install building number sign on each new structure.
4. Protection of the Public on or Adjacent to Construction Sites. Erect and maintain temporary barricades to limit public access to hazardous areas.
Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.
5. The Contractor may dispose of metals at the WSMR recycle yard. Asphalt, clean concrete (free of rebar/steel), and soil may be disposed of at the
WSMR Hughes pit.
6. Contractor shall be responsible for maintaining the construction area and storage facilities and repairing damage caused during construction activities prior to substantial completion and final payment. The Contractor shall remove all stored materials and equipment at the end of the contract work.
100% BID DRAWING SET
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FINISH GRADE
FINISH GRADE
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WHITE
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COLOR TO MATCH COLOR
OF NUMBERS
ON TYPE "B" SIGNS
REFLECTIVE BROWN FIELD
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BUILDING SIGNS
1. ALL LETTERS AND NUMBERS: 8" TALL IN "HELVETICA, MEDIUM" IN
REFLECTIVE WHITE.
2. 1/4" WHITE BORDER (TYPE "B" ONLY) ON MAHOGANY BROWN FIELD.
3. 1" RADIUS CORNERS (TYPE "B" ONLY)
4. 3'-0" x 1'-0", 0.090 ALUMINUM
5. ALUMINUM PLATE MATERIAL SHALL BE THOROUGHLY CLEAN WITH
SOLVENT. BROWN SCOTHLITE MATERIAL OR APPROVED EQUAL IS CUT
AND APPLIED TO ONE SIDE OF METAL. PRECUT LETTERS AND/OR
NUMBERS FROM WHITE SCOTHLITE REFLECTIVE MATERIAL OR APPROVED
EQUAL ARE APPLIED. ALL MATERIAL APPLICATIONS ARE APPLIED WITH
VACUUM DEVICE WHICH IS A HEAT MACHINE. MACHINE HAS FIVE MINUTES
HEATING CYCLE AND REQUIRES FIVE MINUTES COOLING TIME. WHOLE
PROCESS SHOULD TAKE 45 MINUTES TO ONE HOUR. COPY OF PROCESS
TO BE USED SHALL BE SUBMITTED TO C.O.R. FOR RECORD.
6. PRE-DRILL 6 HOLES 1/4 " IN DIA. AS INDICATED ON DETAIL. ALL
FASTENERS SHALL BE GALVANIZED.
7. USE ALUMINUM Z BAR TO STIFFEN AND MOUNT SIGNS TO
COLUMNS. Z BAR SHALL BE MINIMUM 1″ x 3/4″ x 3/4″ x 1/16″ X 3' LONG AND
BE MOUNTED TO THE TOP AND BOTTOM EDGE OF EACH SIGN. USE
GALVANIZED SQUARE BEND U-BOLTS TO MOUNT EACH Z BAR TO COLUMN.
SIGN INSTALLATION NOTES
8. SIGNS SHALL BE LOCATED ON THE UPPER LEFT HAND SIDE, FRONT
AND REAR OF ALL BUILDINGS/CANOPIES AND ACCORDING TO DETAILS.
9. IN SUCH CASES, WHERE THE REAR IS EITHER NOT ACCESSIBLE OR
THE SIDE IS THE SECONDARY ENTRANCE, THAT SHALL DICTATE THE
LOCATION OF THE SECONDARY SIGN.
BUILDING NUMBER SIGN DETAIL
SQUARE BEND U-BOLT
TOP & BOTTOM
FOOTINGS
4 PER STRUCTURE
SIGN MOUNT
PROFILE
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WS-1380-2018-A-06
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
REPAIR/REPLACE SHADE STRUCTURES
RV CANOPY ELEVATIONS
NTS
RV Park Shade Structures
1. All details needed for construction are not provided; the Contractor shall follow IBC code latest edition and standard practices to construct all structures.
2. Drawings are for size reference only. The pre-engineered metal shade structures shall be from an engineered metal building manufacturer who provides a total building system for the steel shade structures. It will be the responsibility of the contractor to provide and install the pre-engineered metal structure system.
All structures including roofs and trim shall be designed to withstand sustained one hundred mile per hour (100mph) wind loads, and wind gusts of one hundred ten mile per hour (110mph). Structure drawings (including design analysis) shall be sealed and signed by a structural P.E. registered in New Mexico.
3. Roof panels shall be minimum 26 gauge steel with factory finished color; 30 psf live load. All roof panel joints and edges shall be sealed with compressible filler provided by the building manufacturer. Trim panels/pieces shall be minimum 26 gauge steel.
4. Color details: Roof panel shall be Custard Pantone 12-0910TPX, Frame, columns, and trim shall be Dark Brown Pantone 18-1027TPX. If column and frame members are not factory finished, contractor shall paint structures with a primer/sealer coat and two topcoats. Colors are from the installation design guide
RV Park Shade Structures
100% BID DRAWING SET
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SIGN FACE
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Z-BAR
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U-BOLT
COLUMN
FINISH GRADE FINISH GRADEFINISH GRADEFINISH GRADE
NTS NTS
FOOTINGS
8 PER STRUCTURE
FOOTINGS
8 PER STRUCTURE
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WHITE
" BORDER,
COLOR TO MATCH
COLOR OF NUMBERS
ON TYPE "B" SIGNS
REFLECTIVE BROWN FIELD
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CORNER DETAIL ON
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TYPE B-1
BUILDING SIGNS
1. ALL LETTERS AND NUMBERS: 8" TALL IN "HELVETICA, MEDIUM" IN
REFLECTIVE WHITE.
2. 1/4" WHITE BORDER (TYPE "B" ONLY) ON MAHOGANY BROWN FIELD.
3. 1" RADIUS CORNERS (TYPE "B" ONLY)
4. 3'-0" x 1'-0", 0.090 ALUMINUM
5. ALUMINUM PLATE MATERIAL SHALL BE THOROUGHLY CLEAN WITH
SOLVENT. BROWN SCOTHLITE MATERIAL OR APPROVED EQUAL IS CUT AND
APPLIED TO ONE SIDE OF METAL. PRECUT LETTERS AND/OR NUMBERS FROM
WHITE SCOTHLITE REFLECTIVE MATERIAL OR APPROVED EQUAL ARE
APPLIED. ALL MATERIAL APPLICATIONS ARE APPLIED WITH VACUUM DEVICE
WHICH IS A HEAT MACHINE. MACHINE HAS FIVE MINUTES HEATING CYCLE
AND REQUIRES FIVE MINUTES COOLING TIME. WHOLE PROCESS SHOULD
TAKE 45 MINUTES TO ONE HOUR. COPY OF PROCESS TO BE USED SHALL BE
SUBMITTED TO C.O.R. FOR RECORD.
6. PRE-DRILL 6 HOLES 1/4 " IN DIA. AS INDICATED ON DETAIL. ALL
FASTENERS SHALL BE GALVANIZED.
7. USE ALUMINUM Z BAR TO STIFFEN AND MOUNT SIGNS TO COLUMNS. Z
BAR SHALL BE MINIMUM 1″ x 3/4″ x 3/4″ x 1/16″ X 3' LONG AND BE MOUNTED TO
THE TOP AND BOTTOM EDGE OF EACH SIGN. USE
" GALVANIZED SQUARE
BEND U-BOLTS TO MOUNT EACH Z BAR TO COLUMN.
SIGN INSTALLATION NOTES
8. SIGNS SHALL BE LOCATED ON THE UPPER LEFT HAND SIDE, FRONT AND
REAR OF ALL BUILDINGS/CANOPIES AND ACCORDING TO DETAILS.
9. IN SUCH CASES, WHERE THE REAR IS EITHER NOT ACCESSIBLE OR THE
SIDE IS THE SECONDARY ENTRANCE, THAT SHALL DICTATE THE LOCATION OF
THE SECONDARY SIGN.
BUILDING NUMBER SIGN DETAIL
SQUARE BEND U-BOLT
TOP & BOTTOM
W-34567
SIGN MOUNT
PROFILE
WS-1380-2018-A-07
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
REPAIR/REPLACE SHADE STRUCTURES
ELEVATIONS PARK SUN SHADES
NTS
Playground Shade Structures
1. All details needed for construction are not provided; the Contractor shall follow IBC code latest edition standard practices to construct all structures.
2. Drawings are for size reference only. Heights, lengths, and widths shown are minimums. The Contractor may provide hip roof shade structures with ridge lengths +/- 2 from what is depicted, or no ridge. The pre-engineered metal shade structures shall be from an engineered metal building manufacturer who provides a total building system for the steel shade structures. It will be the responsibility of the contractor to provide and install the pre-engineered metal shade structure system. All structures including roofs and trim shall be designed to withstand sustained one hundred mile per hour (100mph) wind loads, and wind gusts of one hundred ten mile per hour (110mph). Structure drawings (including design analysis) shall be sealed and signed by a structural P.E.
registered in the state of New Mexico.
3. Structures shall be rafterless having clear open space to the underside of the roof. The underside of roofs/structures shall be a minimum of 10' above playground equipment platforms. The underside of roofs/structures shall be a minimum of 3' above playground equipment's tallest roof. The Contractor is responsible for supplying structures that provide clear head space above playground equipment. The intent is for the structure to be open to the roof and have no ledges for birds to roost.
4. Roof panels shall be minimum 26 gauge steel with factory finished color; 30 psf live load. All roof panel joints and edges shall be sealed with compressible filler provided by the building manufacturer. Trim panels/pieces shall be minimum 26 gauge steel.
5. Color details: Roof panel shall be Custard Pantone 12-0910TPX, Frame, columns, and trim shall be Dark Brown Pantone 18-1027TPX. If column and framing members are not factory finished, contractor shall paint structures with a primer/sealer coat and two topcoats. Colors are from the installation design guide.
100% BID DRAWING SET
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SIGN FACE
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Z-BAR
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U-BOLT
COLUMN
#4 BAR 10" O.C.
TOP & BOTTOM
#4 TRANSVERSE BAR
10" O.C. TOP & BOTTOM
CONCRETE SPREAD FOOTING
3'-2"X3'-2"X2' DEEP 3500 PSI
4-ANCHORBOLTS MIN. EMBEDMENT
26" W/1/4"X3"X3" PLATES &
DOUBLE NUTS. ROD DIAMETER TBD
BY STRUCTURE MANUFACTURER
COLUMN AND BASE PLATE
PER BLDG MANUFACTURER
COMPACTED
SUBGRADE
TYPICAL RV PARK SHADE
CANOPY FOOTING
TOP OF FOOTING FLUSH WITH
EXISTING CONCRETE PAD
VOLUNTEER PARK PLAYGROUND SHADE CANOPY FOOTINGS
THE CONTRACTOR SHALL PROVIDE FOOTING DESIGNS FOR
BOTH PRE-ENGINEERED METAL CANOPIES. COLUMN
CONNECTION TO FOOTINGS SHALL BE BELOW GRADE.
FOOTING DESIGNS TO BE SEALED AND SIGNED BY A
STRUCTURAL P.E. REGISTERED IN NEW MEXICO. FOR FOOTING
DESIGN SOIL BEARING CAPACITY 1,800 POUNDS PER SQUARE
FOOT. STRUCTURES AND FOOTINGS SHALL BE DESIGNED TO
WITHSTAND SUSTAINED ONE HUNDRED MILE PER HOUR (100
mph) WIND LOADS, AND GUSTS OF ONE HUNDRED TEN MILES
PER HOUR (110 mph).
FIELD MEASUREMENTS: THE CONTRACTOR SHALL VERIFY
LOCATION AND ELEVATION OF FOOTINGS RELATIVE TO
FINISHED GRADE, COLUMNS, AND OTHER CONSTRUCTION
CONTIGUOUS WITH PRE-ENGINEERED METAL CANOPIES BY
FIELD MEASUREMENTS BEFORE FABRICATION AND INDICATE
MEASUREMENTS ON SHOP DRAWINGS.
PLAYGROUND SHADE CANOPY FOOTING EXISTING SURFACE
VARIES CONTRACTOR IS RESPONSIBLE FOR MATCHING
EXISTING SURFACE CONSTRUCTION. SURFACES VARY;
EQUIPMENT MAT, GRASS, SAND, CURB, SIDEWALK, ETC.
MIN
CONCRETE FACE
LEVELING NUT & WASHER
TYPICAL COLUMN LEVELING FOR
RV PARK CANOPY COLUMNS
GROUT BED
HT. VARIES
CHAMFER ALL EDGES
WS-1380-2018-S-08
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
REPAIR/REPLACE SHADE STRUCTURES
COLUMN FOOTINGS
NTS
Footings, Concrete, & Steel Reinforcement
1. Concrete shall be minimum 3500 PSI at 28 days. Slump 3-5”, air entrainment 3-5%.
2. All steel reinforcement and embeds shall have minimum yield strength of 60 KSI.
3. Concrete cast against earth shall have clear distance of 3 inches.
4. Concrete cast against forms exposed to earth shall have clear distance of 2 inches.
5. All embeds and reinforcing bars shall be securely tied prior to placing concrete.
6. All anchor bolts, plates and nuts shall be galvanized.
7. All steel reinforcement and embeds shall be adequately supported to prevent movement during concrete placement. Installation of items into wet concrete will not be allowed.
8. All concrete shall be consolidated by vibratory means.
9. All exposed concrete corners shall have a 3/4" chamfer.
Contractor is responsible for repairing surfaces, structures, and equipment damaged or disturbed during construction to original or better condition.
Fill Material
Native soils below bottom of footings, sidewalks, curbs, slabs, any surface receiving fill shall be scarified to a depth of 8 inches and compacted. The native soils shall be compacted to a minimum dry density of 95% per the modified proctor (ASTM D1557) at a moisture content of
+/-3% optimum. If fill is required below any structure, place all structural fill in 8 inch maximum lifts.
Moisten to a moisture content of +/-3% optimum moisture content and compact to a minimum density of 95% modified proctor (ASTM D1557) maximum dry density. Fill shall be free of rocks, roots, vegetable matter, clay clumps or rocks greater than 3 inches in any dimension.
Fill shall meet the following requirements:
NO EXPANSIVE MATERIAL
MAXIMUM LIQUID LIMIT (ASTM D4318): 20
MAXIMUM PLASTIC LIMIT (ASTM D4318): 8
GRADATION (ASTM D422):
SIEVE SIZE PERCENT PASSING
3-INCH 100%
No. 4 30-100%
No. 200 10-25%
100% BID DRAWING SET
Construction Submittals: Minimum submit the following items
1. Shade structure shop drawings with design loads, signed by a structural P.E. registered in New Mexico.
2. Colors
3. Concrete mix design
4. Reinforcement steel
5. Anchor Bolts
6. Exterior building sign
| Sheets and Views |
| DPW046817P – Plans Drawings - 10 April 2018 -100% Bid Set- Volunteer Park Shade Structures-TITLE SHEET |
| DPW046817P – Plans Drawings - 10 April 2018 -100% Bid Set- Volunteer Park Shade Structures-LOCATION |
| DPW046817P – Plans Drawings - 10 April 2018 -100% Bid Set- Volunteer Park Shade Structures-SITE PLAN |
| DPW046817P – Plans Drawings - 10 April 2018 -100% Bid Set- Volunteer Park Shade Structures-DEMO PLAN |
| DPW046817P – Plans Drawings - 10 April 2018 -100% Bid Set- Volunteer Park Shade Structures-NEW WORK |
| DPW046817P – Plans Drawings - 10 April 2018 -100% Bid Set- Volunteer Park Shade Structures-RV Elevations |
| DPW046817P – Plans Drawings - 10 April 2018 -100% Bid Set- Volunteer Park Shade Structures-PARK ELEVATIONS |
| DPW046817P – Plans Drawings - 10 April 2018 -100% Bid Set- Volunteer Park Shade Structures-COLUMN FOOTINGS |
File details come from the government source that posted it.