Attachment 1 - 653-25-104 Install Outdoor Pavilions 100P Drawing Set R1.pdf

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DRAW FROM

..\..\..\..\653-21-100 Correct Patient Access Walkways\Outdoor Patient Exercising Equipment\Old Documents\Version 8\Area 1 Plan View.JPG

CREMAINS SECTION

CREMAINS SECTION

CREMAINS SECTION

BURIAL SECTION

BURIAL SECTION

BURIAL SECTION 1

BURIAL SECTION

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ELTER

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PUBLIC

INFORMATION

BUILDING

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" 2 on e ei gh t i nc h on e fo ot on e qu ar te r i nc h on e fo ot on e an d on e ha lf in ch o ne fo ot on e in ch o ne fo ot

DRAFTEDDESIGNED FLOOR NO:

DATE:

PROJECT NO:

REVIEWED

DRAWING TITLE:

BUILDING NO:

PROJECT TITLE:

VISN20

V.A. ROSEBURG

HEALTHCARE SYSTEM

SHEET NO:

FA

C

IL

IT

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CHECKED

1" = 180'

SITE MAP

INSTALL OUTDOOR PAVILIONS

COVER PAGE

RFD

ROSEBURG VA MEDICAL CENTER

913 NW GARDEN VALLEY BLVD.,

ROSEBURG, OR 97471

SHEET

DRAWING TITLE

CONSTRUCTION GENERAL NOTES2

3 PAVILION OVER PAD 1

18'X35', CREATIVE GAZEBOS

PRODUCT

PAVILION

BASES OF DESIGN (OR APPROVED EQUAL)

COVER PAGE

PAVILION OVER PAD 5

PAVILION OVER PAD 4

653-25-104INSTALL OUTDOOR PAVILIONS

16'X24', SMITH STEELWORKSPAVILION

6 DETAILS

PAD 1 PAD 4

PAD 5

03/05/2025

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1AC

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EXIST. 12" CMP OUT = 465.01

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(FUTURE)

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(FUTURE)

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AutoCAD SHX Text 16' on e ei gh t i nc h on e fo ot on e qu ar te r i nc h on e fo ot th re e ei gh ts in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot on e in ch o ne fo ot

DRAFTEDDESIGNED FLOOR NO:

DATE:

PROJECT NO:

REVIEWED

DRAWING TITLE:

BUILDING NO:

PROJECT TITLE:

VISN20

V.A. ROSEBURG

HEALTHCARE SYSTEM

SHEET NO:

FA

C

IL

IT

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CONSTRUCTION

GENERAL NOTES

653-25-104INSTALL OUTDOOR PAVILIONS

03/05/2025

GENERAL NOTES: 1. THE WORK ON THESE DRAWINGS IS GENERALLY DIAGRAMMATIC AND THE WORK ON THESE DRAWINGS IS GENERALLY DIAGRAMMATIC AND IS INTENDED TO CONVEY THE SCOPE OF WORK, INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT AND FINAL LAYOUT. THE DRAWINGS ARE GENERIC IN NATURE AND ARE INTENDED TO BE SUPPORTED BY SPECIFIC MANUFACTURER AND/OR FABRICATORS SHOP DRAWINGS AND SIMILAR DETAILS TO DETERMINE EXACT SPACING AND/OR INSTALLATION REQUIREMENTS. 2. PRIOR TO DEMOLITION, CONTRACTOR SHALL VERIFY ALL EXISTING PRIOR TO DEMOLITION, CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF NEW CONSTRUCTION. 3. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING FIELD CONDITIONS THE CONTRACTOR IS RESPONSIBLE FOR CHECKING FIELD CONDITIONS INCLUDING PROVIDING UTILITY LOCATING SERVICES PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL REPORT ANY PROBLEMS/CONFLICTS TO THE CONTRACTING OFFICER WITHIN TWO (2) DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH ARE NOT BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER ARE TO BE MADE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. 4. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES TO CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES TO AVOID POTENTIAL CONFLICTS. 5. EACH SUBCONTRACTOR IS CONSIDERED TO BE A SPECIALIST IN EACH SUBCONTRACTOR IS CONSIDERED TO BE A SPECIALIST IN THEIR RESPECTIVE FIELD AND SHALL, PRIOR TO SUBMISSION OF BID OR PERFORMANCE OF WORK, NOTIFY THE CONTRACTOR AND THE CONTRACTING OFFICER, IN WRITING, OF ANY WORK CALLED FOR IN THE DRAWINGS OR SPECIFICATIONS THAT CANNOT BE FULLY GUARANTEED. 6. THE CONTRACTOR WARRANTS ALL WORK TO BE PERFORMED AND ALL THE CONTRACTOR WARRANTS ALL WORK TO BE PERFORMED AND ALL MATERIALS TO BE FURNISHED UNDER THIS CONTRACT AGAINST DEFECTS IN WORKMANSHIP FOR A PERIOD OF NOT LESS THAN 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE. UPON WRITTEN NOTICE OF ANY DEFECT IN MATERIALS OR WORKMANSHIP, THE CONTRACTOR SHALL, AT THE OPTION OF THE GOVERNMENT, REPAIR OR REPLACE SAID DEFECT WITHOUT COST TO THE GOVERNMENT. 7. ALL MATERIALS SHALL CONFORM TO THE "BUY AMERICAN ACT" AND ALL MATERIALS SHALL CONFORM TO THE "BUY AMERICAN ACT" AND ARE PROVIDED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. 8. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR WORKING CONDITIONS AT THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO WORK HOURS. TO WORK HOURS. TO WORK HOURS. CONTRACTOR SHALL CONFORM TO ALL SAFETY REGULATIONS ENFORCED AT THE TIME OF CONSTRUCTION. JOB SITE SAFETY IS AT THE TIME OF CONSTRUCTION. JOB SITE SAFETY IS STRICTLY THE RESPONSIBILITY OF THE CONTRACTOR, AND NOT THE ARCHITECT/ENGINEER OR THE GOVERNMENT. 9. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION AREA AND THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION AREA AND ALL ADJACENT AFFECTED AREAS, IN A CLEAN AND ORDERLY MANNER THROUGHOUT THE COURSE OF CONSTRUCTION. 10. DO NOT BLOCK ENTRANCES, EXITS, LOBBIES, CORRIDORS, ETC. DO NOT BLOCK ENTRANCES, EXITS, LOBBIES, CORRIDORS, ETC. 11. THE CONTRACTOR SHALL REMOVE ALL DEBRIS ON A DAILY BASIS IN THE CONTRACTOR SHALL REMOVE ALL DEBRIS ON A DAILY BASIS IN ACCORDANCE WITH VA AND EPA REGULATIONS. DEBRIS SHALL BE TRANSPORTED TO THE APPROVED DISPOSAL AREA AS DIRECTED BY THE CONTRACTING OFFICER. THE CONSTRUCTION AREA, AND ALL ADJACENT AREAS, SHALL BE CLEAN AND FREE OF DEBRIS AT THE END OF EACH DAY. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL LEFT-OVER MATERIALS, DEBRIS, TOOLS AND EQUIPMENT INVOLVED IN HIS OPERATIONS AT THE CONCLUSION OF THE PROJECT. ALL PROJECT AREAS AND SURROUNDING AREAS AFFECTED BY CONSTRUCTION SHALL BE LEFT CLEAN AND IN PERFECT CONDITION. 13. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO ENSURE THAT ALL PROPERTIES, EQUIPMENT AND DEVICES AT THE PROJECT SITE ARE PROTECTED DURING THE CONSTRUCTION PERIOD. ANY DAMAGES TO EXISTING CONSTRUCTION, LANDSCAPING (INCLUDING IRRIGATION SYSTEMS), EQUIPMENT AND DEVICES SHALL BE REPAIRED AND RESTORED TO A CONDITION EQUAL TO THAT EXISTING AT THE COMMENCEMENT OF THE WORK. THE CONTRACTOR SHALL RESTORE ANY DAMAGE AT HIS OWN EXPENSE. THE CONTRACTOR SHALL SUBMIT THE PROCEDURE FOR CONSTRUCTION AND DEMOLITION PRIOR TO COMMENCING WORK. 14. ALL FINISH WORK, WHICH IS DAMAGED OR STAINED AS A RESULT OF ALL FINISH WORK, WHICH IS DAMAGED OR STAINED AS A RESULT OF CONSTRUCTION ACTIVITIES, SHALL BE REPAIRED OR REPLACED AS NECESSARY AT NO ADDITIONAL COST TO THE GOVERNMENT. 15. WORK SHALL NOT BE PERFORMED WHEN WEATHER CONDITIONS MAY WORK SHALL NOT BE PERFORMED WHEN WEATHER CONDITIONS MAY CREATE HAZARDOUS WORKING CONDITIONS OR LEAD TO FAILURE IN WORKMANSHIP. 16. QUALITY CONTROL, INSPECTIONS AND WORKMANSHIP IS THE SOLE QUALITY CONTROL, INSPECTIONS AND WORKMANSHIP IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY OBSERVATIONS MADE BY THE GOVERNMENT OR ARCHITECT/ENGINEER DURING THE COURSE OF CONSTRUCTION ARE FOR THE BENEFIT OF THE GOVERNMENT AND DO NOT ALLEVIATE THE CONTRACTOR OF THIS RESPONSIBILITY. 17. IF THE CONTRACTOR ENCOUNTERS ANY UNKNOWN SUBSTANCE OR IF THE CONTRACTOR ENCOUNTERS ANY UNKNOWN SUBSTANCE OR MATERIAL THAT MAY BE SUSPECTED HAZARDOUS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND NOTIFY THE CONTRACTING OFFICER. 18. ASBESTOS CONTAINING MATERIALS ARE NOT PERMITTED. ASBESTOS CONTAINING MATERIALS ARE NOT PERMITTED. 19. CONTRACTOR SHALL SUBMIT TO THE GOVERNMENT, FOR APPROVAL, CONTRACTOR SHALL SUBMIT TO THE GOVERNMENT, FOR APPROVAL, THE LOCATION FOR LOADING AND UNLOADING MATERIALS. CONTRACTOR IS ADVISED THAT THERE WILL BE TIME RESTRICTIONS ASSOCIATED WITH SUCH ACTIVITIES AND SHALL TAKE THIS INTO CONSIDERATION WHEN PREPARING THE PHASING PLAN. 20. CONTRACTOR SHALL PROVIDE ALL SAFETY AND CAUTION SIGNAGE TO CONTRACTOR SHALL PROVIDE ALL SAFETY AND CAUTION SIGNAGE TO REDIRECT PEDESTRIAN TRAFFIC AND/OR ALERT THEM TO POTENTIAL CONSTRUCTION ACTIVITIES AND HAZARDS. SAFE AND ACCESSIBLE PEDESTRIAN ROUTES SHALL BE MAINTAINED AT ALL TIMES. PROVIDE SIGNAGE IN ACCORDANCE WITH OSHA STANDARD SPECIFICATION FOR ACCIDENT PREVENTION SIGNS AND TAGS 1910.145. 21. FOR UTILITY INTERRUPTIONS OF LESS THAN 15 MINUTES IN FOR UTILITY INTERRUPTIONS OF LESS THAN 15 MINUTES IN DURATION, THE CONTRACTOR SHALL SUBMIT A REQUEST TO INTERRUPT ANY SUCH SERVICES TO THE COR, IN WRITING, FIVE (5) WORKING DAYS IN ADVANCE OF PROPOSED INTERRUPTION. FOR UTILITY INTERRUPTIONS EXCEEDING 15 MINUTES IN DURATION, THE CONTRACTOR SHALL SUBMIT A REQUEST TO INTERRUPT ANY SUCH SERVICES TO THE COR, IN WRITING, TEN (10) WORKING DAYS IN ADVANCE OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME OF, AND APPROXIMATE DURATION OF SUCH INTERRUPTION. 22. PROTECT ALL STORM DRAINS DURING CONSTRUCTION. PROTECT ALL STORM DRAINS DURING CONSTRUCTION. 23. ALL ITEMS IN THE DRAWINGS ARE PROVIDED BY THE CONTRACTOR ALL ITEMS IN THE DRAWINGS ARE PROVIDED BY THE CONTRACTOR UNLESS OTHERWISE NOTED (U.O.N.).

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DRAFTEDDESIGNED FLOOR NO:

DATE:

PROJECT NO:

REVIEWED

DRAWING TITLE:

BUILDING NO:

PROJECT TITLE:

VISN20

V.A. ROSEBURG

HEALTHCARE SYSTEM

SHEET NO:

FA

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CHECKED

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1" = 5'

PLAN VIEW

PAVILION OVER PAD 1

653-25-104INSTALL OUTDOOR PAVILIONS

18'x35' WOOD KEYSTONE PAVILION.

DOUGLAS FIR AND STAINED TONGUE AND GROOVE ROOF DECKING.

STAIN.

5V METAL ROOF (RIBBED)/AB MARTIN.

MINIMUM VERTICAL SPACE OF 10' BETWEEN THE FINISHED FLOOR AND BOTTOM OF HORIZONTAL HEADER.

CONSTRUCTION NOTES:

SPLASH BLOCKS.

LEGEND:

EXISTING LIGHT BOLLARD

NEW OUTDOOR LIGHT FIXTURE

NEW CONCRETE FOOTING AND POST

NEW SPLASH BLOCK

7 SEE SPECIFICATIONS FOR FURTHER DETAILS.

GUTTER SYSTEM WITH FLOW PROTECTION. SEE DETAIL 2/6.

RUN POWER FROM EXISTING BOLLARD LIGHTING TO THE NEW PAVILION LIGHTING. SEE DETAIL 1/6.

INSTALL NEW JUNCTION BOX AND LB CONNECTION PER DETAIL 1/6.

03/05/2025

MOUNT NEW OUTDOOR LIGHT FIXTURES TO THE UNDERSIDE ALONG THE PERIMETER OF OF THE PAVILION.

LIGHT FIXTURES (BASES OF DESIGN: TWX 1 LED WALL LUMINAIRE)

NEW DIRECT BURIAL JUNCTION BOX

DRAWINGS ARE FOR SCHEMATIC USE ONLY. INSTALLATION IS PER MANUFACTURERS ENGINEER STAMPED PAVILION DESIGN

PROVIDED BY CONTRACTOR.

EXISTING 6" CONCRETE SLAB CONTAINS REBAR, 24"O.C.

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DRAFTEDDESIGNED FLOOR NO:

DATE:

PROJECT NO:

REVIEWED

DRAWING TITLE:

BUILDING NO:

PROJECT TITLE:

VISN20

V.A. ROSEBURG

HEALTHCARE SYSTEM

SHEET NO:

FA

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CHECKED

RFD

1" = 5'

PLAN VIEW

PAVILION OVER PAD 4

653-25-104INSTALL OUTDOOR PAVILIONS

LEGEND:

EXISTING LIGHT BOLLARD

NEW OUTDOOR LIGHT FIXTURE

NEW CONCRETE FOOTING AND POST

NEW SPLASH BLOCK

03/05/2025

NEW DIRECT BURIAL JUNCTION BOX

18'x35' WOOD KEYSTONE PAVILION.

DOUGLAS FIR AND STAINED TONGUE AND GROOVE ROOF DECKING.

STAIN.

5V METAL ROOF (RIBBED)/AB MARTIN.

MINIMUM VERTICAL SPACE OF 10' BETWEEN THE FINISHED FLOOR AND BOTTOM OF HORIZONTAL HEADER.

CONSTRUCTION NOTES:

SPLASH BLOCKS.

7 SEE SPECIFICATIONS FOR FURTHER DETAILS.

GUTTER SYSTEM WITH FLOW PROTECTION. SEE DETAIL 2/6.

RUN POWER FROM EXISTING BOLLARD LIGHTING TO THE NEW PAVILION LIGHTING. SEE DETAIL 1/6.

INSTALL NEW JUNCTION BOX AND LB CONNECTION PER DETAIL 1/6.

MOUNT NEW OUTDOOR LIGHT FIXTURES TO THE UNDERSIDE ALONG THE PERIMETER OF OF THE PAVILION.

LIGHT FIXTURES (BASES OF DESIGN: TWX 1 LED WALL LUMINAIRE)

DRAWINGS ARE FOR SCHEMATIC USE ONLY. INSTALLATION IS PER MANUFACTURERS ENGINEER STAMPED PAVILION DESIGN

PROVIDED BY CONTRACTOR.

EXISTING 6" CONCRETE SLAB CONTAINS REBAR, 24"O.C.

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INSTALL OUTDOOR PAVILIONS

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DRAFTEDDESIGNED FLOOR NO:

DATE:

PROJECT NO:

REVIEWED

DRAWING TITLE:

BUILDING NO:

PROJECT TITLE:

VISN20

V.A. ROSEBURG

HEALTHCARE SYSTEM

SHEET NO:

FA

C

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RFD

CHECKED

RFD

1" = 5'

PLAN VIEW

PAVILION OVER PAD 5

653-25-104

16'x24' POWDER COATED STEEL PAVILION. POWDER COAT: WHITE.

5V METAL ROOF (RIBBED)/AB MARTIN. COLOR MATCH EXISTING COVERED WALKWAY ROOF: COOL KYNAR 500 "TILE RED SRI-35".

MINIMUM VERTICAL SPACE OF 9' BETWEEN THE FINISHED FLOOR AND BOTTOM OF HORIZONTAL BEAM SUPPORT.

CONSTRUCTION NOTES:

EXISTING 6" CONCRETE SLAB WITH 30"x30" THICKENED EDGE AND CONTAINS REBAR @ 18"O.C.

4" CR BASE OF 58" MINUS.

ANCHOR NEW POWDER COATED STEEL POSTS TO THICKENED EDGE OF CONCRETE SLAB.

GUTTER SYSTEM WITH FLOW PROTECTION.

SPLASH BLOCK.

SEE SPECIFICATIONS FOR FURTHER DETAILS.

LEGEND:

NEW POWDER COATED STEEL POST

NEW SPLASH BLOCK

03/05/2025

DRAWINGS ARE FOR SCHEMATIC USE ONLY. INSTALLATION IS PER MANUFACTURERS ENGINEER STAMPED PAVILION DESIGN

PROVIDED BY CONTRACTOR.

DOUGLAS FIR AND STAINED TONGUE AND GROOVE ROOF DECKING.

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N.T.S.

PADS 1 AND 4 - POWER TO NEW PAVILIONS DETAIL

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PADS 1 AND 4 - DOWNSPOUT WITH SPLASH BLOCK DETAIL

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PAD 5 - DOWNSPOUT WITH SPLASH BLOCK DETAIL

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DRAFTEDDESIGNED FLOOR NO:

DATE:

PROJECT NO:

REVIEWED

DRAWING TITLE:

BUILDING NO:

PROJECT TITLE:

VISN20

V.A. ROSEBURG

HEALTHCARE SYSTEM

SHEET NO:

FA

C

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IT

IE

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RFD

CHECKED

RFD

DETAILS

653-25-104

03/05/2025

INSTALL OUTDOOR PAVILIONS

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POWER RAN FROM EXISTING BOLLARD LIGHTING TO NEW PAVILION LIGHT FIXTURES

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EXISTING POWER

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EXISTING GROUND

file:///L:/DETAILS/paving/201-A.DWG AutoCAD SHX Text 6"

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DOWN- SPOUT

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6"X6" DOUGLAS FIR POST

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EXISTING GROUND

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SPLASH BLOCK

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DOWNSPOUT

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WHITE POWDER COATED STEEL POST

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EXISTING "-0" 58"-0" CR BASE

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SPLASH BLOCK

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AutoCAD SHX Text 2'-6" file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG AutoCAD SHX Text EXISTING 16' X 24' - 6" DEPTH CONCRETE PAD WITH 2'-6" WIDE X 2'-6" DEPTH THICKENED SLAB EDGE FOR FUTURE SHADE STRUCTURE BY OWNER.

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CONCRETE SLAB AND POST INSTALLATION METHOD BASED ON MANUFACTURERS INSTALLATION

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EXISTING GROUND

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EXISTING ELECTRICAL BOLLARD LIGHTING

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FASTEN RIGID CONDUIT TO POST AND CONCRETE

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DIRECT BURIAL JUNCTION BOX

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INSTALL RIGID CONDUIT AND WIRING

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COMPACT GROUND BACKFILL TO 90%

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COMPACT "-0" 34"-0" MINUS TO 90%

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EXISTING BOLLARD LIGHT FIXTURE

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EXISTING 6" THICK CONCRETE PAD WITH REBAR 24"O.C. BOTH DIRECTIONS

AutoCAD SHX Text

EXISTING 8" THICK 34"-0" BASE COMPACTED TO 95%

file:///L:/DETAILS/paving/201-A.DWG AutoCAD SHX Text 6"

AutoCAD SHX Text BOLT PLATE TO POST AND CONCRETE: 14" A36 PLATE, PAINTED BLACK SDS25212 STRONG TIE SCREW 58"DIAMETER HILTI KWIK BOLT, 5" INBEDMENT

AutoCAD SHX Text 8" file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG AutoCAD SHX Text

6"X6" DOUGLAS FIR POST

AutoCAD SHX Text

EXISTING 6" THICK CONCRETE PAD WITH REBAR 24"O.C. BOTH DIRECTIONS

AutoCAD SHX Text

EXISTING 8" THICK 34"-0" BASE COMPACTED TO 95%

AutoCAD SHX Text 1'-6"

CONNECT " 34" RIGID CONDUIT TO LB CONDUIT BODY