36C25518R0067-A00001001.pdf
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36C25518R0067 A00001 P09 - FINAL DRAWINGS - 657-17-186JC (21 PAGES).pdf
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AutoCAD SHX Text
SOUTH ELEVATION - BLDG. #1 NTS
AutoCAD SHX Text KEYED NOTES 1. PERFORM TUCK POINTING IN ACCORDANCE WITH ATTACHED PLANS, EXTERIOR ELEVATIONS, DETAILS, & SPECIFICATIONS AS REQUIRED BY CONTRACT PERFORM TUCK POINTING IN ACCORDANCE WITH ATTACHED PLANS, EXTERIOR ELEVATIONS, DETAILS, & SPECIFICATIONS AS REQUIRED BY CONTRACT DOCUMENTS. 2. TUCK POINTING WORK INCLUDES, PATCHING, REPAIRING, REPLACING, & SEALING MASONRY ALONG EXTERIOR FACE OF BRICK WORK. SEE DRAWING BELOW TUCK POINTING WORK INCLUDES, PATCHING, REPAIRING, REPLACING, & SEALING MASONRY ALONG EXTERIOR FACE OF BRICK WORK. SEE DRAWING BELOW FOR HIGHLIGHTED AREAS SCHEDULED TO BE TUCK POINTED. 3. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS BUT NOT LIMITED TO STRUCTURAL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, LOW VOLTAGE, CONTRACTOR FIELD VERIFY EXISTING CONDITIONS BUT NOT LIMITED TO STRUCTURAL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, LOW VOLTAGE, LIFE SAFETY, INFECTION CONTROL, SECURITY, & SIMILAR AREAS THAT MAY AFFECT WORK PERFORMANCE PRIOR TO COMMENCEMENT OF WORK. 4. SEVERAL BRICKS ARE IN DISREPAIR AND BROKEN; REPLACE BRICKS NOT TO EXCEED 500. MATCH EXISTING COLOR TO THE GREATEST EXTENT SEVERAL BRICKS ARE IN DISREPAIR AND BROKEN; REPLACE BRICKS NOT TO EXCEED 500. MATCH EXISTING COLOR TO THE GREATEST EXTENT POSSIBLE. CONTACT THE PROJECT MANAGER FOR COLOR APPROVAL BEFORE INSTALLING NEW BRICK. 5. MORTAR USED FOR TUCK POINTING IS TO MATCH EXISTING COLOR TO THE GREATEST EXTENT POSSIBLE. MORTAR USED FOR TUCK POINTING IS TO MATCH EXISTING COLOR TO THE GREATEST EXTENT POSSIBLE. 6. THE CAULKING AROUND DOORS, WINDOWS SCUPPERS, COPING, LOUVERS, CAPSTONES, & LINTELS; (IF DAMAGED) NEED TO BE REMOVED & REPLACED. THE CAULKING AROUND DOORS, WINDOWS SCUPPERS, COPING, LOUVERS, CAPSTONES, & LINTELS; (IF DAMAGED) NEED TO BE REMOVED & REPLACED. INSPECT ADJACENT ANGLE IRON (IF PRESENT) AND CLEAN PRIOR TO RE-CAULKING. IF DURING THE INSPECTION, ANY OF THE ABOVE LISTED ITEMS ARE IN NEED OF REPAIR, CONTACT THE PROJECT ENGINEER FOR DIRECTION. ENSURE PROPER BACKER ROD IS IN PLACE PRIOR TO CAULKING. 7. CONTRACTOR TO REVIEW EXTERIOR FACE OF PARAPET AT ROOF SLAB. REPAIR DAMAGED MORTAR AND/OR METAL 'DRIP / SHELF ANGLE' WHERE OCCURS. CONTRACTOR TO REVIEW EXTERIOR FACE OF PARAPET AT ROOF SLAB. REPAIR DAMAGED MORTAR AND/OR METAL 'DRIP / SHELF ANGLE' WHERE OCCURS. 8. REMOVE ALL 'VINES' FROM FACE OF BUILDING 1. REMOVE ALL 'VINES' FROM FACE OF BUILDING 1. 9. AFTER TUCK POINTING IS COMPLETE, SEAL MASONRY WITH APPROPRIATE SEALING COMPOUND. AFTER TUCK POINTING IS COMPLETE, SEAL MASONRY WITH APPROPRIATE SEALING COMPOUND. 10. REPAIR DAMAGED FLOOR JOINTS WHERE CONCRETE SLAB AND BRICK WALLS MEET. PROVIDE THERMAL AND MOISTURE PROTECTION. REPAIR DAMAGED FLOOR JOINTS WHERE CONCRETE SLAB AND BRICK WALLS MEET. PROVIDE THERMAL AND MOISTURE PROTECTION. 11. CONTRACTOR TO PERFORM WORK WHERE UTILITIES SYSTEMS ARE TO REMAIN IN PLACE AND UNDISRUPTED. PROVIDE PROTECTION TO ALL UTILITIES CONTRACTOR TO PERFORM WORK WHERE UTILITIES SYSTEMS ARE TO REMAIN IN PLACE AND UNDISRUPTED. PROVIDE PROTECTION TO ALL UTILITIES UPON COMMENCEMENT OF WORK. THIS INCLUDES PROPER DUST CONTROL METHODS WHERE MECHANICAL UNITS OCCUR. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES. REFER TO SPECIFICATIONS. 12. PROTECT EXISTING LANDSCAPE, SIGNAGE, EQUIPMENT, AND ANY OTHER ADJACENT FINISHES WHERE WORK IS TO BE PERFORMED. PROTECT EXISTING LANDSCAPE, SIGNAGE, EQUIPMENT, AND ANY OTHER ADJACENT FINISHES WHERE WORK IS TO BE PERFORMED. 13. REFER TO SPECIFICATIONS FOR ALL LIFE SAFETY AND SECURITY SERVICE REQUIREMENTS. REFER TO SPECIFICATIONS FOR ALL LIFE SAFETY AND SECURITY SERVICE REQUIREMENTS. 14. CONTRACTOR TO PERFORM WORK IN ACCORDANCE TO VA MEDICAL CENTER FACILITY OPERATIONS WHILE MINIMIZING PATIENT AND STAFF DISTURBANCES CONTRACTOR TO PERFORM WORK IN ACCORDANCE TO VA MEDICAL CENTER FACILITY OPERATIONS WHILE MINIMIZING PATIENT AND STAFF DISTURBANCES TO THE GREATEST EXTENT POSSIBLE. PROVIDE PHASING PLANS AND SCHEDULE AS REQUIRED. 15. DO NOT PERFORM WORK IN AREAS WHERE WINDOWS AND/OR DOORS ARE IN OPEN POSITION TO EXTERIOR. COORDINATE WITH COR TO ASSURE ALL DO NOT PERFORM WORK IN AREAS WHERE WINDOWS AND/OR DOORS ARE IN OPEN POSITION TO EXTERIOR. COORDINATE WITH COR TO ASSURE ALL AREAS ARE CLOSED PRIOR TO COMMENCING WORK. REFER TO SPECIFICATIONS AND ICRA REQUIREMENTS FOR DUST CONTROL METHODS. 16. ALL ASSOCIATED ROOFS EDGES A TOP OF THE AREA BEING TUCK POINTED SHALL GET NEW METAL COPING INSTALLED. REMOVE EXISTING METAL COPING ALL ASSOCIATED ROOFS EDGES A TOP OF THE AREA BEING TUCK POINTED SHALL GET NEW METAL COPING INSTALLED. REMOVE EXISTING METAL COPING IF APPLICABLE BEFORE INSTALLING NEW METAL COPING.
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TUCK POINTING NOTES AND DETAILS
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FCA - TUCKPOINT, REPLACE ROOFS AND REPLACE PERIMETER FENCE
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VA MEDICAL CENTER ST. LOUIS, MO JOHN COCHRAN DIVISION
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AutoCAD SHX Text Department of Veterans Affairs Facilities Engineering Service 915 N. Grand Blvd. St. Louis, MO 63106
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KEYED NOTES 1. PERFORM TUCK POINTING IN ACCORDANCE WITH ATTACHED PLANS, EXTERIOR ELEVATIONS, DETAILS, & SPECIFICATIONS AS REQUIRED BY CONTRACT PERFORM TUCK POINTING IN ACCORDANCE WITH ATTACHED PLANS, EXTERIOR ELEVATIONS, DETAILS, & SPECIFICATIONS AS REQUIRED BY CONTRACT DOCUMENTS. 2. TUCK POINTING WORK INCLUDES, PATCHING, REPAIRING, REPLACING, & SEALING MASONRY ALONG EXTERIOR FACE OF BRICK WORK. SEE DRAWING BELOW TUCK POINTING WORK INCLUDES, PATCHING, REPAIRING, REPLACING, & SEALING MASONRY ALONG EXTERIOR FACE OF BRICK WORK. SEE DRAWING BELOW FOR HIGHLIGHTED AREAS SCHEDULED TO BE TUCK POINTED. 3. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS BUT NOT LIMITED TO STRUCTURAL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, LOW VOLTAGE, CONTRACTOR FIELD VERIFY EXISTING CONDITIONS BUT NOT LIMITED TO STRUCTURAL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, LOW VOLTAGE, LIFE SAFETY, INFECTION CONTROL, SECURITY, & SIMILAR AREAS THAT MAY AFFECT WORK PERFORMANCE PRIOR TO COMMENCEMENT OF WORK. 4. SEVERAL BRICKS ARE IN DISREPAIR AND BROKEN; REPLACE BRICKS NOT TO EXCEED 500. MATCH EXISTING COLOR TO THE GREATEST EXTENT SEVERAL BRICKS ARE IN DISREPAIR AND BROKEN; REPLACE BRICKS NOT TO EXCEED 500. MATCH EXISTING COLOR TO THE GREATEST EXTENT POSSIBLE. CONTACT THE PROJECT MANAGER FOR COLOR APPROVAL BEFORE INSTALLING NEW BRICK. 5. MORTAR USED FOR TUCK POINTING IS TO MATCH EXISTING COLOR TO THE GREATEST EXTENT POSSIBLE. MORTAR USED FOR TUCK POINTING IS TO MATCH EXISTING COLOR TO THE GREATEST EXTENT POSSIBLE. 6. THE CAULKING AROUND DOORS, WINDOWS SCUPPERS, COPING, LOUVERS, CAPSTONES, & LINTELS; (IF DAMAGED) NEED TO BE REMOVED & REPLACED. THE CAULKING AROUND DOORS, WINDOWS SCUPPERS, COPING, LOUVERS, CAPSTONES, & LINTELS; (IF DAMAGED) NEED TO BE REMOVED & REPLACED. INSPECT ADJACENT ANGLE IRON (IF PRESENT) AND CLEAN PRIOR TO RE-CAULKING. IF DURING THE INSPECTION, ANY OF THE ABOVE LISTED ITEMS ARE IN NEED OF REPAIR, CONTACT THE PROJECT ENGINEER FOR DIRECTION. ENSURE PROPER BACKER ROD IS IN PLACE PRIOR TO CAULKING. 7. CONTRACTOR TO REVIEW EXTERIOR FACE OF PARAPET AT ROOF SLAB. REPAIR DAMAGED MORTAR AND/OR METAL 'DRIP / SHELF ANGLE' WHERE OCCURS. CONTRACTOR TO REVIEW EXTERIOR FACE OF PARAPET AT ROOF SLAB. REPAIR DAMAGED MORTAR AND/OR METAL 'DRIP / SHELF ANGLE' WHERE OCCURS. 8. REMOVE ALL 'VINES' FROM FACE OF BUILDING 1. REMOVE ALL 'VINES' FROM FACE OF BUILDING 1. 9. AFTER TUCK POINTING IS COMPLETE, SEAL MASONRY WITH APPROPRIATE SEALING COMPOUND. AFTER TUCK POINTING IS COMPLETE, SEAL MASONRY WITH APPROPRIATE SEALING COMPOUND. 10. REPAIR DAMAGED FLOOR JOINTS WHERE CONCRETE SLAB AND BRICK WALLS MEET. PROVIDE THERMAL AND MOISTURE PROTECTION. REPAIR DAMAGED FLOOR JOINTS WHERE CONCRETE SLAB AND BRICK WALLS MEET. PROVIDE THERMAL AND MOISTURE PROTECTION. 11. CONTRACTOR TO PERFORM WORK WHERE UTILITIES SYSTEMS ARE TO REMAIN IN PLACE AND UNDISRUPTED. PROVIDE PROTECTION TO ALL UTILITIES CONTRACTOR TO PERFORM WORK WHERE UTILITIES SYSTEMS ARE TO REMAIN IN PLACE AND UNDISRUPTED. PROVIDE PROTECTION TO ALL UTILITIES UPON COMMENCEMENT OF WORK. THIS INCLUDES PROPER DUST CONTROL METHODS WHERE MECHANICAL UNITS OCCUR. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES. REFER TO SPECIFICATIONS. 12. PROTECT EXISTING LANDSCAPE, SIGNAGE, EQUIPMENT, AND ANY OTHER ADJACENT FINISHES WHERE WORK IS TO BE PERFORMED. PROTECT EXISTING LANDSCAPE, SIGNAGE, EQUIPMENT, AND ANY OTHER ADJACENT FINISHES WHERE WORK IS TO BE PERFORMED. 13. REFER TO SPECIFICATIONS FOR ALL LIFE SAFETY AND SECURITY SERVICE REQUIREMENTS. REFER TO SPECIFICATIONS FOR ALL LIFE SAFETY AND SECURITY SERVICE REQUIREMENTS. 14. CONTRACTOR TO PERFORM WORK IN ACCORDANCE TO VA MEDICAL CENTER FACILITY OPERATIONS WHILE MINIMIZING PATIENT AND STAFF DISTURBANCES CONTRACTOR TO PERFORM WORK IN ACCORDANCE TO VA MEDICAL CENTER FACILITY OPERATIONS WHILE MINIMIZING PATIENT AND STAFF DISTURBANCES TO THE GREATEST EXTENT POSSIBLE. PROVIDE PHASING PLANS AND SCHEDULE AS REQUIRED. 15. DO NOT PERFORM WORK IN AREAS WHERE WINDOWS AND/OR DOORS ARE IN OPEN POSITION TO EXTERIOR. COORDINATE WITH COR TO ASSURE ALL DO NOT PERFORM WORK IN AREAS WHERE WINDOWS AND/OR DOORS ARE IN OPEN POSITION TO EXTERIOR. COORDINATE WITH COR TO ASSURE ALL AREAS ARE CLOSED PRIOR TO COMMENCING WORK. REFER TO SPECIFICATIONS AND ICRA REQUIREMENTS FOR DUST CONTROL METHODS. 16. ALL ASSOCIATED ROOFS EDGES A TOP OF THE AREA BEING TUCK POINTED SHALL GET NEW METAL COPING INSTALLED. REMOVE EXISTING METAL COPING ALL ASSOCIATED ROOFS EDGES A TOP OF THE AREA BEING TUCK POINTED SHALL GET NEW METAL COPING INSTALLED. REMOVE EXISTING METAL COPING IF APPLICABLE BEFORE INSTALLING NEW METAL COPING.
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TUCK POINTING NOTES AND DETAILS
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FCA - TUCKPOINT, REPLACE ROOFS AND REPLACE PERIMETER FENCE
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VA MEDICAL CENTER ST. LOUIS, MO JOHN COCHRAN DIVISION
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657-17-186JC
AutoCAD SHX Text Department of Veterans Affairs Facilities Engineering Service 915 N. Grand Blvd. St. Louis, MO 63106
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KMF
AutoCAD SHX Text 1-A-109
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PERIMETER FENCE NOTES 1. REMOVE AND INSTALL APPROXIMATELY 3000 LF OF PERIMETER FENCING AS OUTLINED BELOW IN BLUE. REFER TO REMOVE AND INSTALL APPROXIMATELY 3000 LF OF PERIMETER FENCING AS OUTLINED BELOW IN BLUE. REFER TO THE SPECIFICATIONS FOR HIGH SECURITY FENCES AND GATES FOR MORE INFORMATION. CONTRACTOR SHALL ATTEMPT TO MATCH THE COLOR AND STYLE OF THE FENCE AND GATE THAT WAS INSTALLED IN THE OLD HARRIS CAB LOT. 2. CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL NECESSARY CITY PERMITS TO ACCOMPLISH THE SCOPE OF CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL NECESSARY CITY PERMITS TO ACCOMPLISH THE SCOPE OF WORK OUTLINED IN THE CONSTRUCTION DOCUMENTS. INCLUDED BUT NOT LIMITED TO DUMPSTER PERMITS, BLOCKING OF METERS, AND SIDEWALK CLOSURES. 3. THE PERIMETER FENCE SHALL HAVE AT LEAST 8 FT BETWEEN POTENTIAL HORIZONTAL FOOTHOLDS OR DESIGNED WITH THE PERIMETER FENCE SHALL HAVE AT LEAST 8 FT BETWEEN POTENTIAL HORIZONTAL FOOTHOLDS OR DESIGNED WITH OTHER ANTI-CLIMB MEASURES. 4. FENCES SHALL BE METAL AND OF HEAVY INDUSTRIAL-GRADE CONSTRUCTION WITH BAR SPACING AT A MAXIMUM OF 5 FENCES SHALL BE METAL AND OF HEAVY INDUSTRIAL-GRADE CONSTRUCTION WITH BAR SPACING AT A MAXIMUM OF 5 INCHES ON CENTER. CHAIN LINK FENCES AND GATES SHALL NOT BE USED. WALLS SHALL BE REINFORCED MASONRY OR CONCRETE CONSTRUCTION. 5. GATES SHALL BE OF THE SAME OR SIMILAR DESIGN AND MATERIALS AS THE ADJACENT FENCES. GATES SHALL BE OF THE SAME OR SIMILAR DESIGN AND MATERIALS AS THE ADJACENT FENCES. 6. REFERENCE THE CFM PHYSICAL SECURITY DESIGN MANUAL FOR VA LIFE-SAFETY PROTECTED FACILITIES FOR FURTHER REFERENCE THE CFM PHYSICAL SECURITY DESIGN MANUAL FOR VA LIFE-SAFETY PROTECTED FACILITIES FOR FURTHER INFORMATION REGARDING SECURITY FENCES AND GATES.
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VA MEDICAL CENTER ST. LOUIS, MO JOHN COCHRAN DIVISION
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NOTES 1. REMOVE CHAIN LINK GATE SHOWN ABOVE. REMOVE POSTS AS NEEDED TO CONTINUE NEW FENCING IN PLACE OF REMOVE CHAIN LINK GATE SHOWN ABOVE. REMOVE POSTS AS NEEDED TO CONTINUE NEW FENCING IN PLACE OF THIS GATE.
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AutoCAD SHX Text Veterans Health Administration
AutoCAD SHX Text
AutoCAD SHX Text
PERIMETER FENCE NOTES AND DETAILS
AutoCAD SHX Text
FCA - TUCKPOINT, REPLACE ROOFS AND REPLACE PERIMETER FENCE
AutoCAD SHX Text
VA MEDICAL CENTER ST. LOUIS, MO JOHN COCHRAN DIVISION
AutoCAD SHX Text
657-17-186JC
AutoCAD SHX Text Department of Veterans Affairs Facilities Engineering Service 915 N. Grand Blvd. St. Louis, MO 63106
AutoCAD SHX Text
KMF
AutoCAD SHX Text 1-A-111
AutoCAD SHX Text
NOTES 1. DEMOLISH EXISTING GATE SHOWN ABOVE. INSTALL NEW SLIDING GATE WITH POWER CONTROLS. GATE DEMOLISH EXISTING GATE SHOWN ABOVE. INSTALL NEW SLIDING GATE WITH POWER CONTROLS. GATE SHOULD MOVE FROM WEST TO EAST WHEN IT IS CLOSING. 2. NEW GATE NEEDS TO BE ELECTRONIC WITH POLICE BYPASS AND MONITORING.NEW GATE NEEDS TO BE ELECTRONIC WITH POLICE BYPASS AND MONITORING.
AutoCAD SHX Text NOTES 1. CUT 2FT OF ROCK OUT AND REPLACE WITH NEW CONCRETE. CUT 2FT OF ROCK OUT AND REPLACE WITH NEW CONCRETE. 2. CONTRACTOR SHALL INSTALL A SMALL MODULAR RETAINING WALL AROUND NEW CONCRETE PAD.CONTRACTOR SHALL INSTALL A SMALL MODULAR RETAINING WALL AROUND NEW CONCRETE PAD.
AutoCAD SHX Text NOTES 1. REMOVE EXISTING CHAIN LINK FENCE/GATE SHOWN ABOVE. INSTALL NEW DOUBLE GATE WITH PADLOCK. REMOVE EXISTING CHAIN LINK FENCE/GATE SHOWN ABOVE. INSTALL NEW DOUBLE GATE WITH PADLOCK. 2. REMOVAL AND INSTALLATION OF THE EXISTING PARKING POLES MAY BE REQUIRED FOR REMOVAL AND REMOVAL AND INSTALLATION OF THE EXISTING PARKING POLES MAY BE REQUIRED FOR REMOVAL AND INSTALLATION OF THE NEW DOUBLE GATE.
AutoCAD SHX Text NOTES 1. REMOVE EXISTING SWING GATE AND ASSOCIATED POST AS NEEDED. CONTINUE WITH INSTALLATION OF THE REMOVE EXISTING SWING GATE AND ASSOCIATED POST AS NEEDED. CONTINUE WITH INSTALLATION OF THE NEW FENCING. 2. REMOVAL AND REINSTALLATION OF THE EXISTING PARKING POLES MAY BE REQUIRED FOR REMOVAL OF THE REMOVAL AND REINSTALLATION OF THE EXISTING PARKING POLES MAY BE REQUIRED FOR REMOVAL OF THE SWING GATE.
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CONSULTANTS:
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ARCHITECT/ENGINEERS:
AutoCAD SHX Text 10-23-2017
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
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AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
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AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text three eighths inch = one foot
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VA FORM 08-6231
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AutoCAD SHX Text Veterans Health Administration
AutoCAD SHX Text
AutoCAD SHX Text
PERIMETER FENCE NOTES AND DETAILS
AutoCAD SHX Text
FCA - TUCKPOINT, REPLACE ROOFS AND REPLACE PERIMETER FENCE
AutoCAD SHX Text
VA MEDICAL CENTER ST. LOUIS, MO JOHN COCHRAN DIVISION
AutoCAD SHX Text
657-17-186JC
AutoCAD SHX Text Department of Veterans Affairs Facilities Engineering Service 915 N. Grand Blvd. St. Louis, MO 63106
AutoCAD SHX Text
KMF
AutoCAD SHX Text 1-A-112
AutoCAD SHX Text
NOTES 1. REMOVE EXISTING DOUBLE CHAIN LINK GATE AND ASSOCIATED POSTS. REMOVE EXISTING DOUBLE CHAIN LINK GATE AND ASSOCIATED POSTS. 2. REMOVE ANGLED CHAIN LINK FENCE SHOWN ABOVE WITHIN THE RED LINE. NEW FENCE SHOULD CONTINUE REMOVE ANGLED CHAIN LINK FENCE SHOWN ABOVE WITHIN THE RED LINE. NEW FENCE SHOULD CONTINUE STRAIGHT ALONG THE SIDEWALK. 3. INSTALL NEW GATE EVEN WITH FENCE LINE THAT RUNS ALONG THE SIDEWALK NEAREST TO SPRING AVENUE. INSTALL NEW GATE EVEN WITH FENCE LINE THAT RUNS ALONG THE SIDEWALK NEAREST TO SPRING AVENUE. NEW GATE NEEDS TO BE ELECTRONIC WITH BYPASS. NEW GATE WITH MOVE FROM NORTH TO SOUTH AS IT CLOSES.
AutoCAD SHX Text NOTES 1. REMOVE EXISTING GATE AND MAN GATE. REMOVE ALL THE NECESSARY CONCRETE AND LANDSCAPE REMOVE EXISTING GATE AND MAN GATE. REMOVE ALL THE NECESSARY CONCRETE AND LANDSCAPE TO INSTALL A NEW SLIDER GATE WITH ELECTRONIC CONTROL, POLICE BYPASS, AND MONITORING.
AutoCAD SHX Text NOTES 1. REMOVE OLD CHAIN LINK FENCE SHOWN ABOVE. INSTALL NEW FENCE AND ASSOCIATED POSTS IN SAME REMOVE OLD CHAIN LINK FENCE SHOWN ABOVE. INSTALL NEW FENCE AND ASSOCIATED POSTS IN SAME LOCATION.
AutoCAD SHX Text NOTES 1. REMOVE EXISTING CHAIN LINK SWING GATE AND POSTS. INSTALL NEW MAN GATE WITH PADLOCK.REMOVE EXISTING CHAIN LINK SWING GATE AND POSTS. INSTALL NEW MAN GATE WITH PADLOCK.
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ARCHITECT/ENGINEERS:
AutoCAD SHX Text 10-23-2017
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text B
AutoCAD SHX Text A
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AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
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AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
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AutoCAD SHX Text three eighths inch = one foot
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VA FORM 08-6231
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AutoCAD SHX Text Veterans Health Administration
AutoCAD SHX Text
AutoCAD SHX Text
PERIMETER FENCE NOTES AND DETAILS
AutoCAD SHX Text
FCA - TUCKPOINT, REPLACE ROOFS AND REPLACE PERIMETER FENCE
AutoCAD SHX Text
VA MEDICAL CENTER ST. LOUIS, MO JOHN COCHRAN DIVISION
AutoCAD SHX Text
657-17-186JC
AutoCAD SHX Text Department of Veterans Affairs Facilities Engineering Service 915 N. Grand Blvd. St. Louis, MO 63106
AutoCAD SHX Text
KMF
AutoCAD SHX Text 1-A-113
AutoCAD SHX Text
NOTES 1. INSTALL 10FT SLIDER GATE WITH PADLOCK.INSTALL 10FT SLIDER GATE WITH PADLOCK.
AutoCAD SHX Text NOTES 1. REMOVE EXISTING MAN GATE SHOWN ABOVE ON THE LEFT AND DO NOT REPLACE. REMOVE EXISTING DOUBLE REMOVE EXISTING MAN GATE SHOWN ABOVE ON THE LEFT AND DO NOT REPLACE. REMOVE EXISTING DOUBLE CHAIN LINK SWING GATE. INSTALL 20FT SLIDER GATE WITH PADLOCK.
AutoCAD SHX Text NOTES 1. REMOVE EXISTING SWING GATE. INSTALL NEW 10FT SLIDER GATE. INSTALL PADLOCK ON NEW SLIDER REMOVE EXISTING SWING GATE. INSTALL NEW 10FT SLIDER GATE. INSTALL PADLOCK ON NEW SLIDER GATE.
AutoCAD SHX Text NOTES 1. REMOVE EXISTING SWING GATES. INSTALL 12FT SLIDER GATE. INSTALL PADLOCK ON SLIDER GATE.REMOVE EXISTING SWING GATES. INSTALL 12FT SLIDER GATE. INSTALL PADLOCK ON SLIDER GATE.
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ARCHITECT/ENGINEERS:
AutoCAD SHX Text 10-23-2017
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text B
AutoCAD SHX Text A
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AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
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AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
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AutoCAD SHX Text three eighths inch = one foot
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VA FORM 08-6231
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AutoCAD SHX Text Veterans Health Administration
AutoCAD SHX Text
AutoCAD SHX Text
PERIMETER FENCE NOTES AND DETAILS
AutoCAD SHX Text
FCA - TUCKPOINT, REPLACE ROOFS AND REPLACE PERIMETER FENCE
AutoCAD SHX Text
VA MEDICAL CENTER ST. LOUIS, MO JOHN COCHRAN DIVISION
AutoCAD SHX Text
657-17-186JC
AutoCAD SHX Text Department of Veterans Affairs Facilities Engineering Service 915 N. Grand Blvd. St. Louis, MO 63106
AutoCAD SHX Text
KMF
AutoCAD SHX Text 1-A-114
AutoCAD SHX Text
NOTES 1. THE NEW FENCING SHALL MOVE FROM GROUND LEVEL TO RETAINING WALL IN A STAIRCASE STYLE. ALL POSTS THE NEW FENCING SHALL MOVE FROM GROUND LEVEL TO RETAINING WALL IN A STAIRCASE STYLE. ALL POSTS FOR EXISTING CHAIN LINK FENCE SHALL BE REMOVED FROM RETAINING WALL CONCRETE AND FILLED IN. 2. NEW FENCING AND FENCING POSTS WILL BE INSTALLED IN THE GROUND NEXT TO THE RETAINING WALL. NEW NEW FENCING AND FENCING POSTS WILL BE INSTALLED IN THE GROUND NEXT TO THE RETAINING WALL. NEW CONCRETE WILL BE NEEDED TO SUPPORT THE POSTS.
AutoCAD SHX Text NOTES 1. REMOVE FENCING SHOWN BELOW WITH THE RED LINE. INSTALL NEW PRIVACY FENCE WITH 8FT SWING GATE. INSTALL REMOVE FENCING SHOWN BELOW WITH THE RED LINE. INSTALL NEW PRIVACY FENCE WITH 8FT SWING GATE. INSTALL PADLOCK ON NEW SWING GATE.
AutoCAD SHX Text NOTES 1. REMOVE FENCING, POSTS, AND CONCRETE SUPPORTS SHOWN ABOVE. DO NOT REPLACE.REMOVE FENCING, POSTS, AND CONCRETE SUPPORTS SHOWN ABOVE. DO NOT REPLACE.
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ARCHITECT/ENGINEERS:
AutoCAD SHX Text 10-23-2017
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text B
AutoCAD SHX Text A
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AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
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AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
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AutoCAD SHX Text three eighths inch = one foot
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VA FORM 08-6231
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AutoCAD SHX Text Veterans Health Administration
AutoCAD SHX Text
AutoCAD SHX Text
PERIMETER FENCE NOTES AND DETAILS
AutoCAD SHX Text
FCA - TUCKPOINT, REPLACE ROOFS AND REPLACE PERIMETER FENCE
AutoCAD SHX Text
VA MEDICAL CENTER ST. LOUIS, MO JOHN COCHRAN DIVISION
AutoCAD SHX Text
657-17-186JC
AutoCAD SHX Text Department of Veterans Affairs Facilities Engineering Service 915 N. Grand Blvd. St. Louis, MO 63106
AutoCAD SHX Text
KMF
AutoCAD SHX Text 1-A-115
AutoCAD SHX Text
NOTES 1. REMOVE EXISTING CHAIN LINK FENCE AND SWING GATE. INSTALL NEW SLIDING GATE. BEND GATE NEAR REMOVE EXISTING CHAIN LINK FENCE AND SWING GATE. INSTALL NEW SLIDING GATE. BEND GATE NEAR EXISTING WEST BRICK WALL. GATE SHALL HAVE A 10FT SLIDE WITH POLICE CONTROL. WHEN SLIDING GATE IS FULLY OPEN IT SHOULD REST BETWEEN THE SIDEWALK AND THE GENERATOR BUILDING. REFERENCE DRAWING 19A.
AutoCAD SHX Text NOTES 1. REMOVE EXISTING CHAIN LINK FENCING SHOWN ABOVE. INSTALL NEW FENCING WITH (2) SWING GATES THAT ARE A REMOVE EXISTING CHAIN LINK FENCING SHOWN ABOVE. INSTALL NEW FENCING WITH (2) SWING GATES THAT ARE A TOTAL OF 15FT IN LENGTH.
AutoCAD SHX Text NOTES 1. REMOVE EXISTING CHAIN LINK FENCE SHOWN ABOVE. INSTALL NEW FENCING IN PLACE OF WHAT IS GETTING REMOVE EXISTING CHAIN LINK FENCE SHOWN ABOVE. INSTALL NEW FENCING IN PLACE OF WHAT IS GETTING REMOVED.
AutoCAD SHX Text NOTES 1. REMOVE SWING GATE SHOWN ABOVE. REFERENCE DRAWING NOTE 19 FOR MORE INFORMATION.REMOVE SWING GATE SHOWN ABOVE. REFERENCE DRAWING NOTE 19 FOR MORE INFORMATION.
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ARCHITECT/ENGINEERS:
AutoCAD SHX Text 10-23-2017
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text A
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AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
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AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
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AutoCAD SHX Text three eighths inch = one foot
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VA FORM 08-6231
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AutoCAD SHX Text Veterans Health Administration
AutoCAD SHX Text
AutoCAD SHX Text
PERIMETER FENCE NOTES AND DETAILS
AutoCAD SHX Text
FCA - TUCKPOINT, REPLACE ROOFS AND REPLACE PERIMETER FENCE
AutoCAD SHX Text
VA MEDICAL CENTER ST. LOUIS, MO JOHN COCHRAN DIVISION
AutoCAD SHX Text
657-17-186JC
AutoCAD SHX Text Department of Veterans Affairs Facilities Engineering Service 915 N. Grand Blvd. St. Louis, MO 63106
AutoCAD SHX Text
KMF
AutoCAD SHX Text 1-A-116
AutoCAD SHX Text
NOTES 1. REMOVE EXISTING SWING GATE. INSTALL NEW 6FT SLIDE GATE WITH POLICE CONTROL.REMOVE EXISTING SWING GATE. INSTALL NEW 6FT SLIDE GATE WITH POLICE CONTROL.
AutoCAD SHX Text NOTES 1. REMOVE EXISTING GATE. INSTALL NEW MAN GATE WITH SLIDER ON A 6FT OPENING.REMOVE EXISTING GATE. INSTALL NEW MAN GATE WITH SLIDER ON A 6FT OPENING.
AutoCAD SHX Text NOTES 1. REMOVE EXISTING SWING GATES. INSTALL NEW 8FT SLIDER GATE WITH POLICE CONTROL.REMOVE EXISTING SWING GATES. INSTALL NEW 8FT SLIDER GATE WITH POLICE CONTROL.
AutoCAD SHX Text NOTES 1. REMOVE OLD GATE. INSTALL NEW SLIDER GATE WITH POLICE CONTROL. THE NEW SLIDER GATE WILL BE REMOVE OLD GATE. INSTALL NEW SLIDER GATE WITH POLICE CONTROL. THE NEW SLIDER GATE WILL BE FULLY OPEN ON THE SOUTH SIDE AND WILL BE FULLY CLOSED ON THE NORTH SIDE OF OPENING.
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ARCHITECT/ENGINEERS:
AutoCAD SHX Text 10-23-2017
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text one and one half inches = one foot
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AutoCAD SHX Text three eighths inch = one foot
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VA FORM 08-6231
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AutoCAD SHX Text
AutoCAD SHX Text
PERIMETER FENCE NOTES AND DETAILS
AutoCAD SHX Text
FCA - TUCKPOINT, REPLACE ROOFS AND REPLACE PERIMETER FENCE
AutoCAD SHX Text
VA MEDICAL CENTER ST. LOUIS, MO JOHN COCHRAN DIVISION
AutoCAD SHX Text
657-17-186JC
AutoCAD SHX Text Department of Veterans Affairs Facilities Engineering Service 915 N. Grand Blvd. St. Louis, MO 63106
AutoCAD SHX Text
KMF
AutoCAD SHX Text 1-A-117
AutoCAD SHX Text
NOTES 1. INSTALL OPENER WITH POLICE CONTROL ON GATE.INSTALL OPENER WITH POLICE CONTROL ON GATE.
AutoCAD SHX Text NOTES 1. REMOVE EXISTING SWING GATE. INSTALL NEW 6FT SLIDER GATE.REMOVE EXISTING SWING GATE. INSTALL NEW 6FT SLIDER GATE.
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CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text 10-23-2017
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Veterans Health Administration
AutoCAD SHX Text
AutoCAD SHX Text
PERIMETER FENCE NOTES AND DETAILS
AutoCAD SHX Text
FCA - TUCKPOINT, REPLACE ROOFS AND REPLACE PERIMETER FENCE
AutoCAD SHX Text
VA MEDICAL CENTER ST. LOUIS, MO JOHN COCHRAN DIVISION
AutoCAD SHX Text
657-17-186JC
AutoCAD SHX Text Department of Veterans Affairs Facilities Engineering Service 915 N. Grand Blvd. St. Louis, MO 63106
AutoCAD SHX Text
KMF
AutoCAD SHX Text 1-A-118
AutoCAD SHX Text
NOTES 1. REMOVE AND REPLACE EXISTING SLIDER GATE. NEW SLIDER GATE SHALL HAVE AUTO-OPENER WITH POLICE CONTROL REMOVE AND REPLACE EXISTING SLIDER GATE. NEW SLIDER GATE SHALL HAVE AUTO-OPENER WITH POLICE CONTROL INSTALLED. REMOVE EXISTING MAN GATE.
AutoCAD SHX Text NOTES 1. REMOVE AND REPLACE EXISTING SLIDER GATE. NEW SLIDER GATE SHALL HAVE AUTO-OPENER WITH POLICE CONTROL REMOVE AND REPLACE EXISTING SLIDER GATE. NEW SLIDER GATE SHALL HAVE AUTO-OPENER WITH POLICE CONTROL INSTALLED.
AutoCAD SHX Text 27A
AutoCAD SHX Text
NTS
AutoCAD SHX Text
PERIMETER FENCE
AutoCAD SHX Text
AutoCAD SHX Text
NTS
AutoCAD SHX Text
PERIMETER FENCE
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Chief, Design and Construction
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text 10-23-2017
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Veterans Health Administration
AutoCAD SHX Text
AutoCAD SHX Text
PERIMETER FENCE NOTES AND DETAILS
AutoCAD SHX Text
FCA - TUCKPOINT, REPLACE ROOFS AND REPLACE PERIMETER FENCE
AutoCAD SHX Text
VA MEDICAL CENTER ST. LOUIS, MO JOHN COCHRAN DIVISION
AutoCAD SHX Text
657-17-186JC
AutoCAD SHX Text Department of Veterans Affairs Facilities Engineering Service 915 N. Grand Blvd. St. Louis, MO 63106
AutoCAD SHX Text
KMF
AutoCAD SHX Text 1-A-119
AutoCAD SHX Text
| 1-GI-001 - Cover Sheet BW |
| 1-A-100 - JC Site Plan BW |
| 1-A-101 - Roof Plans BW |
| 1-A-102 - Roof Plans BW |
| 1-A-103 - Tuck Pointing Notes & Details BW |
| 1-A-104 - Tuck Pointing Notes & Details BW |
| 1-A-105 - Tuck Pointing Notes & Details BW |
| 1-A-106 - Tuck Pointing Notes & Details BW |
| 1-A-107 - Tuck Pointing Notes & Details BW |
| 1-A-108 - Tuck Pointing Notes & Details BW |
| Sheets and Views |
| Contract Working Drawings-6-TP Notes & Details |
| 1-A-109 - Tuck Pointing Notes & Details BW |
| Sheets and Views |
| Contract Working Drawings-7-TP Notes & Details |
| 1-A-110 - Perimeter Fence Site Plan BW |
| Sheets and Views |
| Contract Working Drawings-Perimeter Fence Site Plan |
| 1-A-111 - Perimeter Fence Notes and Details BW |
| Sheets and Views |
| Contract Working Drawings-1-PF Notes & Details |
| 1-A-112 - Perimeter Fence Notes and Details BW |
| Sheets and Views |
| Contract Working Drawings-2-PF Notes & Details |
| 1-A-113 - Perimeter Fence Notes and Details BW |
| Sheets and Views |
| Contract Working Drawings-3-PF Notes & Details |
| 1-A-114 - Perimeter Fence Notes and Details BW |
| Sheets and Views |
| Contract Working Drawings-4-PF Notes & Details |
| 1-A-115 - Perimeter Fence Notes and Details BW |
| Sheets and Views |
| Contract Working Drawings-5-PF Notes & Details |
| 1-A-116 - Perimeter Fence Notes and Details BW |
| Sheets and Views |
| Contract Working Drawings-6-PF Notes & Details |
| 1-A-117 - Perimeter Fence Notes and Details BW |
| Sheets and Views |
| Contract Working Drawings-7-PF Notes & Details |
| 1-A-118 - Perimeter Fence Notes and Details BW |
| Sheets and Views |
| Contract Working Drawings-8-PF Notes & Details |
| 1-A-119 - Perimeter Fence Notes and Details BW |
| Sheets and Views |
| Contract Working Drawings-9-PF Notes & Details |
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