Am0004_Drawings.pdf

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BUILDING 7504

PRIDE HANGAR

FFE = 3217.02

US Army Corps of Engineers

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HAUL ROUTE

TEMPORARY FENCE

SITE LOCATION AND LAYDOWN AREA

HAUL DIRECTION

A ACCESS TO THE SITE IS OPEN MON-FRI 0600-1800 LOCAL

TIME, EXCEPT ON FEDERAL HOLIDAYS OR ASSOCIATED

MILITARY DOWN DAYS.

LEGEND

GENERAL NOTES

B

TRASH HAULING SYSTEM NOT AVAILABLE. DISPOSAL OF ALL

REFUSE, INCLUDING HAZARDOUS MATERIALS, IS REQUIRED

OFF BASE IN ACCORDANCE WITH LOCAL CODES.

COORDINATE WITH BASE ENVIRONMENTAL PRIOR TO

REMOVAL OF ANY HAZARDOUS WASTE OFF THE BASE.

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SECURE ALL EQUIPMENT AND STORED MATERIALS. NO

COVERED STORAGE IS AVAILABLE.

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DO NOT DAMAGE EXISTING IMPROVEMENTS WITH

CONSTRUCTION ACTIVITY. REFERENCE SPECIFICATION

SECTION 02 41 00 FOR REQUIREMENTS.

E

BEFORE ANY CONNECTIONS ARE MADE TO THE BASE

WATER SYSTEM, THE BASE ENVIRONMENTAL SERVICES

(BES) MUST BE NOTIFIED AND PROVIDED COPIES OF

BACTERIOLOGICAL ANALYSIS RESULTS. IN ADDITION, THE

CONTRACTION OFFICER MUST BE IDENTIFIED SHOULD THE

FOLLOWING ACTIONS BE NECESSARY DURING THE

PERFORMANCE OF THE CONTRACT:

1. FLUSHING OF WATERLINES

2. USES OF LARGE VOLUMES OF WATER

3. FIRE HYDRANT USE FOR ANY REASON

F MICROSOFT PRODUCT SCREEN SHOT REPRINTED WITH

PERMISSION FROM MICROSOFT CORPORATION.

G TEMPORARY FENCING MAY BE INSTALLED USING EITHER

DETAIL A6/CS503 OR A6/CS504 OR A6/CS505.

H ECP #2 SERVES AS THE CLOSEST MEANS OF ACCESS TO

DOCK 63, BUT MAY BECOME INACCESSIBLE DUE TO

CONCURRENT CONSTRUCTION UNDER SEPARATE

CONTRACT. IN THAT EVENT, ECP #3 WILL BE THE

ALTERNATED MEANS OF ACCESS. COORDINATE ACCESS

THROUGH APPROPRIATE ECP'S WITH THE GOVERNMENT AS

INDICATED HEREIN AND PER 01 14 00 WORK RESTRICTIONS.

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EQUIPMENT AND MATERIALS

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TEXAS REGISTERED

ENGINEERING FIRM F-2966

KATHYRIYA H. KENNEDY

9824498244

05/21/202006/17/2022

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US Army Corps of Engineers Omaha District ®

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TEXAS REGISTERED

ENGINEERING FIRM F-2966

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GENERAL NOTES

1 VERIFY AND DOCUMENT CONDITIONS AND DIMENSIONS ON THE JOB.

2 DO NOT SCALE THE DRAWINGS FOR CONSTRUCTION PURPOSES.

3 REFER TO SHEET A-611 FOR PARTITION TYPES.

4 BUILDING RENOVATION DRAWINGS INDICATE THE GENERAL INTENT OF DEMOLITION FOR THE

PURPOSE OF CONSTRUCTING NEW SYSTEMS AND ASSEMBLIES. CARE HAS BEEN EXERCISED

TO IDENTIFY THE EXISTING SERVICES (PLUMBING LINES, ELECTRICAL LINES, AND TELECOM

LINES) AND EXISTING CONSTRUCTION DETAILS WHERE NEW CONSTRUCTION TAKES PLACE.

EXISTING SERVICES TO REMAIN MUST STAY IN PLACE. HOWEVER, NOT ALL EXISTING

CONDITIONS MAY BE INDICATED; YET THE CONTRACTOR IS NONE THE LESS RESPONSIBLE

FOR CONSTRUCTING A COMPLETED PROJECT REGARDLESS OF ENCOUNTERED

UNDOCUMENTED ASSEMBLIES AND SERVICES. ANY UNDOCUMENTED SERVICES AND

ASSEMBLIES ENCOUNTERED DURING CONSTRUCTION SHALL BE IDENTIFIED TO THE

CONTRACTING OFFICER AND DOCUMENTED. PRIOR TO REQUESTING ADDITIONAL

INFORMATION, THE CONTRACTOR SHALL REVIEW ALL SIMILAR CONDITIONS AND PROPOSE AN

ALTERNATIVE SOLUTION BASED ON A SIMILAR CONTRACT DOCUMENT DETAIL.

5 THERE IS NO EXISTING VAPOR BARRIER UNDER THE EXISTING LEVEL 1 SLAB. CONTRACTOR IS

TO APPLY A FLUID APPLIED MOISTURE MITIGATING SEALER BEFORE INSTALLING NEW FLOOR

FINISHES AND ADHESIVES.

6 VERIFY SIZE, LOCATIONS AND CHARACTERISTICS OF ALL EQUIPMENT TO BE FURNISHED WITH

MANUFACTURERS OR SUPPLIERS BEFORE BEGINNING CONSTRUCTION.

7 CONTRACTOR IS TO REPAIR ANY HOLES IN EXISTING WALLS CAUSED BY CONSTRUCTION. THE

REPAIRS WILL MAINTAIN THE EXISTING FIRE RATING OF THE WALL; REFER TO LIFE SAFETY

PLANS.

8 VERIFY SIZE AND LOCATION OF ALL OPENINGS FOR EQUIPMENT AND RELATED WORK.

9 ALL PLAN DIMENSIONS ARE TO FACE OF GYPSUM BOARD, FACE OF CONCRETE MASONRY

UNITS OR CENTERLINE OF COLUMNS.

10 REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL

LOCATIONS OF PENETRATIONS OCCURRING WITHIN FLOOR, WALL, CEILING AND ROOF

SYSTEMS.

11 REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATIONS OF

EQUIPMENT NOT SHOWN ON ARCHITECTURAL DRAWINGS.

12 COORDINATE LOCATIONS OF ALL NEW AND EXISTING FLOOR DRAINS.

13 AT THE INITIATION OF DEMOLITION WORK, THE CONTRACTOR IS TO COORDINATE WITH THE

CONTRACTING OFFICER ON THE FOLLOWING: ACCESS TO THE HANGAR, ACCESS TO

DESIGNATED PORTIONS OF THE HANGAR, ACCESS TO THE FLIGHT-LINE (THE BASE REQUIRES

SPECIFIC ACTIONS AND METHODOLOGIES OF PROTECTION DUE TO SAFETY AND SECURITY IN

THE FLIGHT-LINE AND PROTECTION/SEPARATION REQUIREMENTS FOR PERSONNEL).

14 DURING THE DEMOLITION PROCESS, THE CONTRACTOR IS TO COORDINATE WITH THE

CONTRACTING OFFICER ON THE FOLLOWING: SALVAGING OF SPECIFIC ITEMS, FURNITURE

RELOCATION, AND PROTECTION OF EXISTING EQUIPMENT TO REMAIN IN PLACE DURING

CONSTRUCTION.

15 COORDINATE WITH CONTRACTING OFFICER FOR DEMOLITION OF EXISTING SYSTEMS

LOCATED BEYOND THE PERIMETER OF THE BUILDING (RE: CIVIL) AND

PROTECTION/SEPARATION OF ADJACENT AREAS TO REMAIN IN USE.

16 FOR ADDITIONAL GENERAL AND DEMOLITION NOTES REFER TO SHEET G-006.

17 CONTRACTOR SHOULD COORDINATE WITH CONTRACTING OFFICER TO IDENTIFY SECURE

AND/OR "OFF-LIMITS" AREAS IN THE HANGAR WHILE THE BUILDING IS BEING RENOVATED.

GENERAL DEMOLITION PLAN NOTES

1 DEMOLITION NOTES ARE TO DEFINE INTENT. DEMOLITION SHALL INCLUDE ALL ITEMS INDICATED ON THE

DEMOLITION PLANS AND ALL OTHER ITEMS REQUIRED TO BE DEMOLISHED TO ACCOMPLISH NEW

CONSTRUCTION AND FINISH INDICATED THROUGHOUT THE SET OF CONTRACT DOCUMENTS

2 ALL DEMOLITION WORK SHALL BE PERFORMED WITH "DUE CARE AND DILIGENCE" IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION OF SERVICE OF CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE. DISCOVERY OF CONDITIONS LOCATED DIFFERENTLY FROM THAT INDICATED OR

NOT IDENTIFIED, SHALL BE REPORTED TO THE CONTRACTING OFFICER PRIOR TO DEMOLITION

3 THE INFORMATION ON THESE DEMOLITION SHEETS IS DIAGRAMMATIC AND IS NOT INTENDED TO SHOW

EACH AND EVERY CONDITION OF THE EXISTING BUILDING

4 EXISTING CONSTRUCTION SHOWN BASED UPON OWNER FURNISHED PLANS AND ONSITE

OBSERVATIONS. ANY DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE

REPORTED TO THE CONTRACTING OFFICER PRIOR TO PROCEEDING WITH WORK.

5 FIELD VERIFY EXISTING CONDITIONS AND INFORM THE CONTRACTING OFFICER OF ANY DISCREPANCIES

BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS PRIOR TO PROCEEDING WITH WORK.

6 COORDINATE WITH THE CONTRACTING OFFICER THE SCHEDULE OF WORK AND SAFETY DEMARCATIONS

7 CONTRACTOR IS TO PROTECT AND MAINTAIN EXISTING ROOF, PLUMBING, HVAC, ELECTRICAL, LIGHTING, AND FIRE PROTECTION THAT IS REQUIRED TO REMAIN IN SERVICE; REFER TO MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE PROTECTION.

8 THE CONTRACTOR IS TO STOP WORK IMMEDIATELY AND NOTIFY THE CONTRACTING OFFICER IF ASBESTOS CONTAINING MATERIALS ARE DISCOVERED THAT ARE NOT SHOWN ON THE HAZMAT SURVEY.

9 REFER TO CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR DEMOLITION

OF ADDITIONAL ITEMS, TYPICAL FOR ALL AREAS.

10 IN THE AREAS DESIGNATED FOR NEW WORK ALL HOLES CREATED IN THE EXISTING ROOF, FROM THE REMOVAL OF EXISTING VENT PIPES, EXHAUST FANS, AND OTHER ITEMS, WILL BE PATCHED PER

SMACNA AND ROOFING GUIDELINES TO MAINTAIN EXISTING ROOF.

11 IN THE AREAS DESIGNATED FOR NEW WORK REMOVE ALL HARDWARE, HANGERS, ANCHOR SYSTEMS, MISC METAL ATTACHMENTS, ETC. PATCH AND FINISH TO MATCH ADJACENT SURFACE.

12 REFER TO STRUCTURAL FOR INSTALLATION OF NEW LINTELS, IN MASONRY WALL AREAS DESIGNATED

TO BE OPENED. (DOORS, PASSAGE WAYS, DUCTWORK, ETC.)

13 REMOVE ALL ABANDONED CEILING SYSTEMS AND THEIR SUPPORTS. PROVIDE A CLEAN SPACE TO

INITIATE NEW CONSTRUCTION.

14 COORDINATE WITH STRUCTURAL FOR AREAS OF EXISTING CONCRETE FLOOR AND ROOF THAT NEED TO

BE OPENED FOR NEW UTILITY INSTALLATIONS.

15 REFER TO STRUCTURAL, FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR

LOCATIONS OF ADDITIONAL PENETRATIONS.

16 REPAIR, RESURFACE WITH MATERIALS OF SIMILAR CONSTRUCTION AND FINISH ALL HOLES IN WALLS, UNDERSIDE OF CONCRETE DECKS AND FLOORS LEFT FROM REMOVAL OF HARDWARE, FASTENERS, DUCTS, PIPES, CONDUIT, ETC AND RESTORE TO ORIGINAL INTEGRITY; RE: STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE PROTECTION.

17 ALL MATERIALS REMOVED BY THE CONTRACTOR SHALL BE SEGREGATED BY TYPE AND BE RECYCLED OR DISPOSED OF BY THE CONTRACTOR AT AN OFF-SITE LOCATION, UNLESS OTHERWISE NOTED BY

CONTRACTING OFFICER

18 REFER TO STRUCTURAL FOR SPECIFIC AREAS OF STRUCTURAL DEMOLITION.

19 PATCH AND REPAIR ALL HOLES IN WALLS, CEILINGS, AND FLOORS PRODUCED DURING DEMOLITION.

PATCH TO MATCH ADJACENT CONSTRUCTION.

20 A HAZARDOUS MATERIALS SURVEY HAS BEEN CONDUCTED FOR THE PRIDE HANGAR. SEE

SPECIFICATIONS SECTION: 01 57 19 FOR THE INSPECTION REPORT. REPORT ANY SUSPICIOUS MATERIAL SUCH AS UNIDENTIFIED WASTE, IMPROPERLY STORED FUELS OR CHEMICALS, ETC NOT IDENTIFIED IN

THE INSPECTION REPORT TO THE CONTRACTING OFFICER AND REQUEST GUIDANCE.

21 CONTRACTOR IS TO PROTECT EXISTING CONCRETE STRUCTURE DURING CONSTRUCTION.

22 AT SAW CUTS OF EXISTING CONCRETE FLOOR SLAB, INFILL TO ALIGN WITH EXISTING ADJACENT FACE

OF SLAB.

23 THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING ALL INSTRUCTIONS AND GUIDELINES IN THE NESHAP REPORT AS FOUND IN SPECIFICATION 01 57 19 FOR ALL ACTIVITIES ASSOCIATED WITH

DEMOLITION AND REMEDIATION FOR ALL CONSTRUCTION ACTIVITIES DURING THE BUILDING

RENOVATION.

24 CONTRACTOR TO EXERCISE CARE DURING DEMOLITION OF AREAS LIKELY TO CONTAIN HIDDEN OR

OBSCURED SYSTEMS BEYOND FINISHED SURFACES.

25 THE CONTRACTOR SHALL VERIFY CONSTRUCTION LAYOUT PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

26 CONTRACTOR SHOULD FIELD MEASURE ALL EXISTING OPENINGS WHERE DOORS AND WINDOWS WILL

BE INSTALLED.

27 COORDINATE ALL NEW MEP OPENINGS REQUIRED IN THE HORIZONTAL ASSEMBLIES WITH OTHER

DISCIPLINES.

28 REFER TO DEMOLITION ELEVATIONS FOR REMOVAL OF EXISTING DOORS, WINDOWS, AND LOUVERS.

29 FILL IN HOLES IN EXISTING SLAB AND FINISH AT LOCATIONS OF REMOVED PLUMBING DRAINS, VENTS, PIPES, ETC. PATCH TO MATCH ADJACENT SURFACE

30 THE CONTRACTOR IS TO ASSUME THAT ALL PAINTED SURFACES ARE ASSUMED TO CONTAIN LEAD AND

WILL BE MANAGED IN ACCORDANCE WITH THE OSHA LEAD IN CONSTRUCTION STANDARD 29 CFR

1926.62. SEE SPECIFICATIONS SECTION: 01 57 19.00 06 FOR THE INSPECTION REPORT.

31 WHERE DEMOLITION REQUIRES THE REMOVAL OF A CONCRETE EQUIPMENT PAD, REMOVE THE PAD, CUT ALL ANCHOR BOLTS, DOWEL PINS, AND STEEL BASES OFF FLUSH WITH THE FLOOR SO AS TO ELIMINATE ANY TRIPPING HAZARDS. FILL ANY OPENINGS, VOIDS, OR HOLES WITH A FINE CEMENT GROUT OR ANOTHER APPROPRIATE FLOOR PATCHING MATERIAL. PROVIDE SURFACE FINISH TO MATCH

ADJACENT FLOORING MATERIAL.

32 CONTRACTOR IS TO PROTECT EXISTING CONCRETE ENCASED CRITICAL TIE RODS IN-LINE WITH

COCNCRETE ARCHES +/-2'-0" UNDER FLOOR SLAB OF THE ENTIRE PRIDE HANGAR.

33 ALL FLUORESCENT LIGHTS ARE CONSIDERED TO BY MERCURY CONTAINING UNLESS OTHERWISE

SPECIFIED BY MANUFACTURER LABEL. SEGREGATE AND DISPOSE OF FLUORESCENT LIGHTS IN

ACCORDANCE WITH APPLICABLE RULES AND REGULATIONS. SEE SPECIFICATION 02 84 16 FOR

ADDITIONAL INFORMATION.

34 ALL LIGHT BALLASTS ARE CONSIDERED TO BE POLYCHLORINATED BIPHENYL (PCB) CONTAINING UNLESS OTHERWISE SPECIFIED BY MANUFACTURER LABEL. SEGREGATE AND DISPOSE OF PCB CONTAINING BALLASTS IN ACCORDANCE WITH APPLICABLE RULES AND REGULATIONS. SEE SPECIFICATION 02 84 33

FOR ADDITIONAL INFORMATION.

35 ANY WORK THAT INVOLVES IMPACTING PAINTED SURFACES IN A MANNER WITH THE POTENTIAL TO CAUSE AN AIRBORNE RELEASE (I.E. CUTTING, GRINDING, TORCHING) SHALL FOLLOW OSHA RULES AND

REGULATIONS PERTAINING TO LEAD (29 CFR 1926.62).

36 WORK TO THE PLAN NORTH AND SOUTH HANGAR DOOR LEAFS IS LIMITED TO LOCALIZED REPAIR WORK AS SHOWN IN PLANS AND ELEVATIONS. THE PLAN NORTH AND SOUTH HANGAR DOOR LEAFS WILL BE

EXTENSIVELY SURVEYED AND REPAIRED UNDER A SEPARATE FUTURE CONTRACT.

CONSTRUCTION PHASING NOTES

A CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER TO IDENTIFY SECURE AND/OR

"OFF-LIMITS" AREAS IN THE HANGAR WHILE THE BUILDING IS BEING RENOVATED.

B DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES.

C MAJORITY OF NEW CONSTRUCTION WORK FOR THIS PROJECT WILL OCCUR IN THE PLAN

SOUTHWEST AREA OF THE PRIDE HANGAR

D THE PRIDE HANGAR WILL NOT BE AN ACTIVE FACILITY AT THE INITIATION OF DEMOLITION

WORK, BUT THE CONTRACTOR MUST PLAN FOR PORTIONS OF THE FACILITY TO BECOME

ACTIVE ONCE NEW CONSTRUCTION ACTIVITIES COMMENCE.

E AT THE INITIATION OF DEMOLITION WORK, THE CONTRACTOR MUST COORDINATE WITH THE

CONTRACTING OFFICER ON THE FOLLOWING; ACCESS TO THE HANGAR, ACCESS TO THE

FLIGHT-LINE (THE BASE REQUIRES SPECIFIC ACTIONS AND METHODOLOGIES OF PROTECTION

DUE TO SAFETY AND SECURITY IN THE FLIGHT-LINE AND PROTECTION/SEPARATION

REQUIREMENTS FOR PERSONNEL).

H COORDINATE WITH CONTRACTING OFFICER WHICH EXTERIOR DOOR(S) IS GOING TO BE USED

AT EACH PHASE OF DEMOLITION AND CONSTRUCTION AND INSTALL PROPER SEPARATION OF

CIRCULATION AT EXTERIOR SPACES TO PREVENT THE MIX OF PERSONNEL (MILITARY AND

CONSTRUCTION).

I EXISTING MEN'S AND WOMEN'S RESTROOM/SHOWERS ARE TO REMAIN IN OPERATION FOR

THE DURATION OF THIS PROJECT.

J ALL EQUIPMENT MUST BE TAKEN OUT OF DOCK 63 BY MARCH 31, 2023. REFER TO CIVIL

DRAWING SHEET C-101 FOR HAUL ROUTE.

K ALL RELOCATED EQUIPMENT FROM DOCK 63 MUST BE INSTALLED WITHIN 60 DAYS OF MARCH

31, 2023. REFER TO CIVIL DRAWING SHEET C-101 FOR HAUL ROUTE.

L THE NORTH SIDE OF THE PRIDE HANGAR THAT IS FOR FUTURE WORK MUST BE READY FOR

CONSTRUCTION BY JUNE 2023.

GENERAL NOTES - TCE MITIGATION

REFER TO AE104, MECHANICAL, AND ELECTRICAL DRAWINGS FOR SSD LAYOUT OF 4 SUCTION NODES, CONVEYANCE PIPING, 2

MITIGATION FANS, AND 8 SUBSLAB MONITORING PORTS.

THE CONTRACTOR WILL INSTALL FOUR (4) SUBSLAB DEPRESSURIZATION (SSD) SUCTION NODES AS FOLLOWS:

a. ONE NODE IN THE CHASE SOUTH OF JAN 1004, REFER TO PLANS

b. ONE NODE IN THE CHASE ALONG GRID LINE 40 IN OPEN OFFICE 1007, REFER TO PLANS

c. ONE NODE IN THE CHASE ALONG GRID LINE 30 IN OPEN OFFICE 1007, REFER TO PLANS.

d. ONE NODE IN THE CORNER OF THE SOUTH-CENTRAL WALL ALONG GRID LINE 20 OF OPEN OFFICE 1007, REFER TO PLANS.

SSD NODES ARE INSTALLED VIA FULLY-PENETRATING COREHOLES IN THE CONCRETE FLOOR. THE CONTRACTOR WILL COORDINATE VERIFICATION OF UTILITY LOCATIONS PRIOR TO CONCRETE CORING ACTIVITIES. FOLLOWING UTILITY CLEARANCE, THE CONTRACTOR WILL CORE A 5-INCH DIAMETER HOLE THROUGH CONCRETE SLAB AND REMOVE THE CORE AND APPROXIMATELY 5 GALLONS BY VOLUME OF UNDERLYING MATERIALS (I.E., GRAVEL, SOIL, ETC.) TO CREATE A SMALL OPEN POCKET INT EH

SUBSURFACE. THE CONTRACTOR IS TO EXERCISE CARE NOT TO

DISTURB BURIED CONCRETE ENCASED STEEL TENSION ROD AT ROUGHLY 2 FEET BELOW SLAB DURING CORING AND UNDERLYING

MATERIALS REMOVAL ACTIVITIES.

THE CONTRACTOR WILL PROPERLY CONTAINERIZE, CHARACTERIZE, AND DISPOSE OF EXCAVATED CONCRETE AND UNDERLYING

MATERIALS.

THE CONTRACTOR WILL CONSTRUCT THE SSD SUCTION NODES USING 4-INCH DIAMETER SCH40 PVC SOLID-WALL PIPE AND 4-INCH DIAMETER SCH40 PVC MACHINE-SLOTTED WELL SCREEN. A 1-FOOT LONG SECTION OF 0.020-INCH SLOT WELL SCREEN WILL BE FITTED WITH A PVC BOTTOM CAP AND CONNECTED TO THE SOLID-WALL PVC PIPE AND PLACED INTO THE COREHOLE SO THAT THE TOP OF THE WELL SCREEN IS FLUSH WITH THE BOTTOM OF THE CONCRETE FLOOR SLAB. THE CONTRACTOR WILL EXERCISE CARE TO ENSURE FOREIGN MATERIALS ARE NOT LEFT OR DRAWN INTO THE SYSTEM PIPING THAT MIGHT LATER INTERFERE WITH VIMS PERFORMANCE. THE PVC PIPING WILL BE SEALED INTO THE CONCRETE FLOOR SLAB USING POLYURETHANE CAULKING MATERIALS.

FOR INDOOR PIPE NOT HIDDEN BEHIND INTERIOR WALLS OR FINISHES, THE PIPE EXTERIOR WILL BE PAINTED, USING PVC-RATED PAINT, TO MATCH THE ADJACENT INTERIOR FINISHES. EXTERIOR PIPE AND RAIN CAPS WILL BE PAINTED USING PVC-RATED PAINT

TO MATCH THE ADJACENT EXTERIOR FINISHES.

THE PIPING FROM A GIVEN SSD NODE WILL BE SLOPED BACK TOWARDS THE SSD NODE AT A MINIMUM SLOPE OF 1/8-INCH/FOOT TO ALLOW FOR POTENTIAL VAPOR CONDENSATION TO FLOW BACK INTO THE SUBSLAB AREA AND NOT BE ENTRAINED IN THE

EXTRACTED AIRFLOW.

ONCE EACH SECTION OF CONVEYANCE THE PIPING HAS BEEN INSTALLED INTO THE SECOND FLOOR MECHANICAL SPACE, IT SHALL BE TERMINATED AT A LOCATION NOT LESS THAN 18-INCHES ABOVE WHERE IT PENETRATES THROUGH THE FLOOR AND FITTED

WITH A SLIP CAP HELD IN PLACE WITH PVC CEMENT.

SHOULD FUTURE ACTIVE MITIGATION MEASURES BE REQUIRED, TO MONITOR THE PRESSURE FIELD EXTENSION (VACUUM PROPAGATION) BENEATH THE OCCUPIED SPACES, VAPOR PIN MONITORING PORTS (OR EQUIVALENT) WILL BE INSTALLED FOLLOWING MANUFACTURER’S INSTRUCTIONS AT EIGHT (8) LOCATIONS IN THE OCCUPIED SPACES. THE MONITORING PORTS SHALL BE FITTED WITH THE STAINLESS STEEL SECURED COVER TO PREVENT DAMAGE DURING NORMAL BUILDING OPERATIONS. THESE

LOCATIONS HAVE BEEN SELECTED AND ARE SHOWN ON AE104.

FOLLOWING THE COMPLETION OF THE CONSTRUCTION ACTIVITIES INCLUDING INSTALLATION OF ALL INTERIOR FINISHES AND ACTIVATION OF THE HVAC SYSTEM, THE CONTRACTOR WILL COORDINATE WITH THE CONTRACTING OFFICER TO COLLECT INDOOR AIR SAMPLES ONCE THE HVAC SYSTEM HAS BEEN OPERATING UNDER CONDITIONS OF OCCUPANCY FOR A MINIMUM OF 4 WEEKS.

IMMEDIATELY PRIOR TO COLLECTING INDOOR AIR SAMPLES, THE CONTRACTOR WILL PERFORM A PRE-SAMPLING EVALUATION OF

INDOOR SOURCES OF VOLATILE ORGANIC

COMPOUNDS (VOCS). ANY VOCS SOURCES IDENTIFIED IN THE ROOMS TO BE SAMPLED WILL BE REMOVED FROM THE AREA AND THE INDOOR AIR SAMPLE COLLECTION WILL BE DELAYED FOR AT LEAST 24 HOURS TO ALLOW FOR ADEQUATE VENTILATION OF THE

INDOOR SPACES.

THE CONTRACTOR WILL COLLECT INDOOR AIR SAMPLES IN ROOMS 1000, 1006, 1007, AND 1008 USING EVACUATED (SUMMA)

CANISTERS SET WITH 8-HOUR FLOW CONTROLLERS. SAMPLE CANISTERS WILL BE PLACED AT A

BREATHING ZONE HEIGHT OF 3 TO 5 FEET ABOVE THE FLOOR. INDOOR AIR SAMPLING WILL BE PERFORMED IN ACCORDANCE WITH

THE USEPA GUIDELINES. ONE OUTDOOR AIR SAMPLE WILL ALSO BE SIMULTANEOUSLY

COLLECTED WITH THE INDOOR AIR SAMPLES. SAMPLES WILL BE SUBMITTED TO AN OFFSITE LABORATORY FOR ANALYSIS OF VOCS

BY USEPA METHOD TO-15.

UPON RECEIPT OF THE ANALYTICAL RESULTS, THE RESULTS WILL BE VALIDATED AND COMPARED TO EPA’S CURRENT VAPOR INTRUSION SCREENING LEVELS (VISLS). THE CONTRACTOR WILL PREPARE AND SUBMIT A BRIEF REPORT TO SUMMARIZE THE FIELD

SAMPLING PROCEDURES, LABORATORY ANALYTICAL RESULTS, AND THE

FINDINGS OF THE DATA COMPARED TO THE VISLS.

IN THE EVENT THAT TCE CONCENTRATIONS IN THE INDOOR AIR EXCEED THE VISLS, THE CONTRACTOR WILL IMPLEMENT THE CONTINGENCY INSTALLATION OF A SSD VAPOR INTRUSION MITIGATION SYSTEM (VIMS) IN THE OFFICE AREA. CONTRACTOR SHALL INSTALL AN ACTIVE SSD VIMS USING THE PREVIOUSLY INSTALLED SSD NODES AND CONVEYANCE PIPING THAT CAPPED IN THE

EQUIPMENT PLATFORM.

THE FOUR CAPS ON THE PVC CONVEYANCE PIPING SHALL BE CUT OFF AND THE SSD VIMS INSTALLATION WILL BE PERFORMED AS DESCRIBED IN THE FOLLOWING NOTES. FINAL PIPE ROUTING ABOVE THE FIRST FLOOR WILL BE DETERMINED IN THE FIELD TO

AVOID CONFLICTS WITH THE STRUCTURE.

PVC PIPING WILL BE USED TO CONNECT THE SUCTION NODES TO THE MITIGATION FANS AND EXTEND THE FAN DISCHARGE TO ABOVE THE ROOFLINE OF THE MECHANICAL SPACE ABOVE THE OFFICES. THE PIPING DISCHARGE WILL BE FITTED WITH A RAIN CAP WITH INTEGRATED PEST BLOCK SCREEN. THE ROUTING FROM THE SSD NODES TO THE EQUIPMENT PLATFORM WILL BE SELECTED TO ALLOW FOR MINIMAL DISRUPTION TO THE BUILDING AND ITS OPERATIONS DURING INSTALLATION.

THE CONTRACTOR WILL INSTALL TWO (2) RADONAWAY RP145 MITIGATION FANS, WITH THE PIPING FROM TWO (2) SSD NODES MANIFOLDED TOGETHER AND CONNECTED TO ONE MITIGATION FAN. FANS WILL BE LOCATED ADJACENT TO ONE ANOTHER IN THE EQUIPMENT PLATFORM ABOVE THE OFFICES, ROUGHLY ABOVE THE SPACE BETWEEN ROOMS 1006 AND 1007.

WORKING IN THE EQUIPMENT PLATFORM, 4-INCH DIAMETER PVC GATE VALVES WILL BE INSTALLED ON THE SUCTION SIDE OF THE

MITIGATION FANS AT A DISTANCE OF ROUGHLY 1 FOOT BEFORE THE FAN INLET.

AT A DISTANCE OF AT LEAST 3-FEET BEFORE THE VALVES, SAMPLE PORTS WILL BE INSTALLED TO ALLOW VAPOR SAMPLING AND MONITORING OF APPLIED VACUUM AND AIRFLOW. PORTS WILL CONSIST OF A ¼-INCH INSIDE DIAMETER (I.D.) BRASS PIPE NIPPLE TAPPED AND THREADED INTO THE PVC PIPE. A ¼-INCH I.D. BRASS BALL VALVE WILL BE SCREWED ONTO THE PIPE NIPPLE AND A

¼-INCH I.D. BRASS HOSE BARB WILL BE THREADED INTO THE BALL VALVE.

CONTRACTOR WILL PROVIDE ELECTRICAL POWER TO EACH FAN IN ACCORDANCE WITH APPLICABLE CODES AND AIR FORCE REQUIREMENTS. POWER REQUIREMENTS FOR EACH FAN ARE 110-VOLT, 20A WITH A DISCONNECT SWITCH LOCATED NOT MORE

THAN 3-FEET FROM THE FAN.

ALL VIMS COMPONENTS WILL BE INSTALLED TO FACILITATE SERVICING, MAINTENANCE, AND REPAIR OR REPLACEMENT OF OTHER

EQUIPMENT COMPONENTS. THERE WILL BE NO PIPING OR ELECTRICAL CONDUIT

INSTALLED IN AREAS THAT WOULD INHIBIT MAINTENANCE ACTIVITIES. SSD NODES THAT ARE REQUIRED TO BE WALLED IN ARE

EXCEPTED FROM THIS REQUIREMENT. ALL SYSTEMS, MATERIALS, AND EQUIPMENT WILL BE

INSTALLED LEVEL, PLUMB, PARALLEL, OR PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS UNLESS OTHERWISE

SPECIFIED.

THE CONTRACTOR WILL MEASURE EACH SSD SUCTION NODE TO EVALUATE THE APPLIED VACUUM AND AIR FLOW RATE AT A GIVEN

APPLIED NEGATIVE PRESSURE.

FOLLOWING COMPLETION OF SSD VIMS INSTALLATION, THE CONTRACTOR WILL PERFORM STARTUP AND COMMISSIONING MONITORING ACTIVITIES INCLUDING COLLECTING MEASUREMENTS OF THE APPLIED VACUUM AND AIR FLOW RATES FROM THE 4 SSD NODES AND COLLECTING MEASUREMENTS OF THE SUBSLAB VACUUM AT EACH OF THE 8 MONITORING PORTS AND ADJUSTING THE GATE VALVES FOR EACH NODE TO OBTAIN SIMILAR (I.E., BALANCED) SUBSLAB VACUUM

READINGS AT THE MONITORING PORTS ACROSS THE OCCUPIED SPACES.

ONCE THE SSD VIMS HAS BEEN OPERATING FOR A MINIMUM OF TWO WEEKS, THE CONTRACTOR WILL COORDINATE WITH AIR FORCE TO COLLECT INDOOR AND OUTDOOR AIR SAMPLES AT THE SAME LOCATIONS AS THE BASELINE SAMPLING DESCRIBED IN

ITEM 2 TO CONFIRM SSD VIMS IS MITIGATING TCE VAPOR INTRUSION.

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GENERAL NOTES - DEMO PLAN

A ALL EXISTING DOORS SHOWN TO REMAIN ARE OUT OF SCOPE

UNLESS OTHERWISE NOTED.

KEYNOTES

001 DISASSEMBLE ABANDONED HANGAR DOOR LEAFS. SALVAGE

THE DOOR HARDWARE, STEEL SASH WINDOWS, METAL

PANELS, AND DISPOSE OF THE REMAINDER OF THE HANGAR

DOOR LEAF. CONTRACTOR TO COORDINATE WITH BASE ON

STORAGE OF PARTS TO REMAIN.

002 REMOVE DOOR, FRAME, AND ASSOCIATED HARDWARE. INFILL

OPENING WITH PARTITION TO MATCH EXISTING, REFER TO

DETAIL E7/S-600 FOR INFILL AT MASONRY PARTITIONS.

005 REMOVE INTERIOR RUNNING TRACK, FIELD ENCLOSURE, AND

ARTIFICIAL TURF SYSTEM IN ITS ENTIRETY. PREPARE SLAB AS

NEEDED WITHIN THE FOOTPRINT OF THE RUNNING TRACK AND

FIELD TO BE REPAIRED AND LEVELED TO MATCH THE

EXISTING SLOPES OF THE OPEN BAY TOP OF SLAB.

006 REMOVE BIRD DROPPINGS, DEBRIS, AND THOROUGHLY CLEAN

SPACE. PRECAUTIONS MUST BE TAKEN SUCH AS

RESPIRATORY PROTECTION AND ADEQUATE VENTILATION

WHILE REMOVING THE BIRD DROPPINGS AND DEBRIS FROM

THE SPACE.

007 REMOVE CONCRETE EQUIPMENT PAD TO BE FLUSH WITH

ADJACENT SLAB.

011 REMOVE CHAINLINK ENCLOSURE AND GATE

012 REMOVE WIRE MESH PARTITION AND GATE

013 STEEL LADDER TO INTERNAL OVERHEAD METAL ACCESS

STAIR TO REMAIN. PROTECT DURING CONSTRUCTION

020 REMOVE STAIRS AND STEEL HANDRAILS

021 REMOVE CONCRETE STEP, PATCH FLOOR AS REQUIRED FOR

A SMOOTH LEVEL SURFACE

022 CLEAN, RE-SEAL, AND REPAIR STEEL PUTTY GLAZED

WINDOWS.

026 REMOVE SLIDING FIRE DOOR. INFILL OPENING WITH

PARTITION TO MATCH EXISTING WALL AND PREPARE WALL

FOR NEW DOOR, REFER TO PLANS

027 REMOVE ALUMINUM WINDOW AND PREP OPENING FOR NEW

PREFINISHED WINDOW SYSTEM, REFER TO PLANS AND

EXTERIOR ELEVATIONS.

029 REMOVE DOOR AND GYPSUM BOARD PARTITION INFILLING

OPENING. INFILL OPENING WITH PARTITION TO MATCH

EXISTING WALL, REFER TO PLANS

030 REMOVE BIRD DROPPINGS, DEBRIS, AND THOROUGHLY CLEAN

INSIDE OF SMOKE STACK TO A POINT 10'-0" ABOVE FINISH

FLOOR OF SMOKE STACK.

033 EXISTING DOOR TO REMAIN, REPLACE DOOR HARDWARE WITH

HARDWARE SET 725 AND REMOVE AND REPLACE DOOR

SEALS.

035 REMOVE EXISTING DOOR AND PREPARE OPENING FOR NEW

DOOR, REFER TO PLANS

038 REMOVE STEEL ACCESS LADDER AND FLOOR MOUNTED

STEEL PLATFORM

040 ASBESTOS CONTAINING FLOOR TILE AND MASTIC, AND

DRYWALL ARE PRESENT. REMOVE ALL ASBESTOS

CONTAINING MATERIALS IN THIS AREA. REMOVAL OF THESE

MATERIALS MUST FOLLOW APPROPRIATE RULES AND

REGULATIONS. REFER TO SPECIFICATION SECTION 02 82 00 –

ASBESTOS REMEDIATION AND THE ASBESTOS AND LEAD

REPORT ATTACHED TO SPECIFICATION SECTION 01 57 19

ENVIRONMENTAL PROTECTION FOR ADDITIONAL

INFORMATION

046 REFER TO SHEET AD300 FOR ADDITION DETAILS ON REPAIR

WORK IN THIS AREA.

068 REMOVE LOUVER AND INFILL OPENING WITH CMU TO MATCH

EXISTING CMU WALL THICKNESS.

104 MONITORING WELL LOCATION TO REMAIN. CONTRACTOR TO

VERIFY LOCATION AND PROTECT DURING CONSTRUCTION.

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032 REMOVE LOUVER AND INFILL OPENING WITH METAL PANEL

AND INSULATION TO MATCH EXISTING.

035 REMOVE EXISTING DOOR AND PREPARE OPENING FOR NEW

DOOR, REFER TO PLANS

046 REFER TO SHEET AD300 FOR ADDITION DETAILS ON REPAIR

WORK IN THIS AREA.

055 REMOVE AND REPLACE COVER PLATE AND SEAL AT BASE OF

HANGAR DOOR LEAF.

065 REMOVE METAL PANELS FROM HANGAR DOOR LEAF, CLEAN

AND PREPARE STRUCTURE FOR MODIFICATIONS AS NEEDED

TO INSTALL NEW DOORS. REPLACEMENT METAL PANELS

MUST BE THE SAME PROFILE AS EXISTING AND FINISHED TO

MATCH. REFER TO PLANS, ELEVATIONS, AND STRUCTURAL.

073 PATCH EXISTING WALL WHERE RADIANT HEATER FLUE VENTS

TERMINATED; REFER MECHANICAL

KEYNOTES

003 REMOVE STEEL SASH WINDOW SYSTEM FROM HANGAR DOOR

LEAF, AND PREPARE OPENING FOR NEW INFILL PANEL

AND/OR INSTALLATION OF SALVAGED WINDOW, REFER TO

SHEET A-201.

008 REMOVE PREFINISHED ALUMINUM STOREFRONT WEATHER

ENCLOSURE, ASSOCIATED STRUCTURE, AND ROOF.

015 REMOVE PORTION OF HANGAR DOOR LEAF FOR NEW DOOR.

REFER TO PLANS AND STRUCTURAL

022 CLEAN, RE-SEAL, AND REPAIR STEEL PUTTY GLAZED

WINDOWS.

023 REMOVE HOOD AND LOUVER, PREPARE OPENING FOR NEW

LOUVER. REFER TO ARCHITECTURAL AND MECHANICAL.

030 REMOVE BIRD DROPPINGS, DEBRIS, AND THOROUGHLY

CLEAN INSIDE OF SMOKE STACK TO A POINT 10'-0" ABOVE

FINISH FLOOR OF SMOKE STACK.

SCALE 1/16" = 1'-0"D1 DEMOLITION EXTERIOR ELEVATION - NORTH

SCALE 1/16" = 1'-0"A1 DEMOLITION EXTERIOR ELEVATION - SOUTH

GENERAL NOTES - DEMO ELEVATIONS

A REFER TO AD101-AD110 FOR DEMOLITION FLOOR PLANS

B WORK TO THE PLAN NORTH AND SOUTH HANGAR DOOR

LEAFS IS LIMITED TO LOCALIZED REPAIR WORK AS SHOWN IN

PLANS AND ELEVATIONS. THE PLAN NORTH AND SOUTH

HANGAR DOOR LEAFS WILL BE EXTENSIVELY SURVEYED AND

REPAIRED UNDER A SEPARATE FUTURE CONTRACT.

C REPLACE ALL DAMAGED WINDOW PANES UP TO 15 WINDOW

PANES MAXIMUM IN HANGAR DOOR LEAFS, TYPICAL.

D REPLACEMENT OF THE EXISTING ROOF IS NOT IN THE SCOPE

OF THIS PROJECT, AND WILL BE DONE UNDER A SEPARATE

CONTRACT.

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KEYNOTES

002 REMOVE DOOR, FRAME, AND ASSOCIATED HARDWARE. INFILL

OPENING WITH PARTITION TO MATCH EXISTING, REFER TO

DETAIL E7/S-600 FOR INFILL AT MASONRY PARTITIONS.

008 REMOVE PREFINISHED ALUMINUM STOREFRONT WEATHER

ENCLOSURE, ASSOCIATED STRUCTURE, AND ROOF.

022 CLEAN, RE-SEAL, AND REPAIR STEEL PUTTY GLAZED

WINDOWS.

023 REMOVE HOOD AND LOUVER, PREPARE OPENING FOR NEW

LOUVER. REFER TO ARCHITECTURAL AND MECHANICAL.

027 REMOVE ALUMINUM WINDOW AND PREP OPENING FOR NEW

PREFINISHED WINDOW SYSTEM, REFER TO PLANS AND

EXTERIOR ELEVATIONS.

030 REMOVE BIRD DROPPINGS, DEBRIS, AND THOROUGHLY

CLEAN INSIDE OF SMOKE STACK TO A POINT 10'-0" ABOVE

FINISH FLOOR OF SMOKE STACK.

033 EXISTING DOOR TO REMAIN, REPLACE DOOR HARDWARE

WITH HARDWARE SET 725 AND REMOVE AND REPLACE DOOR

SEALS.

035 REMOVE EXISTING DOOR AND PREPARE OPENING FOR NEW

DOOR, REFER TO PLANS

041 REMOVE PORTION OF CMU WALL UP TO UNDERSIDE OF

STRUCTURE FOR NEW OPENING, REFER TO FLOOR PLANS

AND STRUCTURAL FOR LINTEL AND JAMB DETAILS.

046 REFER TO SHEET AD300 FOR ADDITION DETAILS ON REPAIR

WORK IN THIS AREA.

063 REMOVE ROOF TOP EXHAUST EQUIPMENT, INFILL HOLE IN

CONCRETE STRUCTURE WITH CONCRETE, REFER TO DETAIL

F1/A-311 AND STRUCTURAL. PATCH AND REPAIR ROOF AS

REQUIRED.

SCALE 1/16" = 1'-0"D1 DEMOLITION EXTERIOR ELEVATION - EAST

SCALE 1/16" = 1'-0"A1 DEMOLITION EXTERIOR ELEVATION - WEST

GENERAL NOTES - DEMO ELEVATIONS

A REFER TO AD101-AD110 FOR DEMOLITION FLOOR PLANS

B WORK TO THE PLAN NORTH AND SOUTH HANGAR DOOR

LEAFS IS LIMITED TO LOCALIZED REPAIR WORK AS SHOWN IN

PLANS AND ELEVATIONS. THE PLAN NORTH AND SOUTH

HANGAR DOOR LEAFS WILL BE EXTENSIVELY SURVEYED AND

REPAIRED UNDER A SEPARATE FUTURE CONTRACT.

C REPLACE ALL DAMAGED WINDOW PANES UP TO 15 WINDOW

PANES MAXIMUM IN HANGAR DOOR LEAFS, TYPICAL.

D REPLACEMENT OF THE EXISTING ROOF IS NOT IN THE SCOPE

OF THIS PROJECT, AND WILL BE DONE UNDER A SEPARATE

CONTRACT.

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SCALE 1/16" = 1'-0"A1

EXTERIOR ELEVATION - SOUTH

SCALE 1/16" = 1'-0"D1

EXTERIOR ELEVATION - NORTH

KEYNOTES

206 INSTALL SALAVAGED AND RESTORED STEEL PUTTY GLAZED

WINDOW FROM DISMANTLED HANGAR DOORS. ALIGN

WINDOW WITH EXISTING OPENING, TYPICAL.

207 METAL PANEL AND INSULATION TO MATCH EXISTING, FINISH

TO MATCH ADJACENT EXISTING METAL PANEL.

208 BACKFILL GAP AT DOOR JAM WITH WEATHER TIGHT

EXPANSIVE FOAM INSULATION. PROVIDE COVER PLATE

ANCHORED TO JAMB, PAINT TO MATCH ADJACENT WALL.

210 METAL PANEL ANCHORED TO DOOR LEAF. SEAL ALL

PERIMETER JOINTS. PROFILE AND FINISH TO MATCH

ADJACENT EXISTING METAL PANELS.

211 KNOX BOX, REFER TO FIRE PROTECTION.

212 HANGAR DOOR LEAF BASE SEAL AND COVER PLATE TO

MATCH EXISTING ADJACENT COVERPLATES AT BASE OF

DOOR LEAFS.

KEYNOTES

022 CLEAN, RE-SEAL, AND REPAIR STEEL PUTTY GLAZED

WINDOWS.

052 PATCH/REPAIR HOLES IN METAL PANEL WITH METAL PANEL

FINISHED TO MATCH EXISTING.

131 INSTALL A WEATHER TIGHT SLOPED GALVANIZED METAL CAP

ON THE TOP OF THE SMOKE STACK TO SEAL OPENING TO

INSURE THAT ANIMALS ARE BARRED FROM ENTRY.

137 SEAL EXTERIOR SMOKE STACK ACCESS DOOR AND LOCK IN

PLACE.

140 4'-0" TALL BOLLARDS ANCHORED TO SLAB, PAINTED SAFETY

YELLOW. REFER TO DETAIL F4/A-511.

181 LIGHT FIXTURE, REFER TO ELECTRICAL, TYPICAL

201 INSULATED HOLLOW METAL DOOR, FINISH AS SCHEDULED.

202 FACTORY FINISHED INSULATED OVERHEAD COILING DOOR,

FINISH AS SCHEDULED.

GENERAL NOTES - ELEVATIONS

A REFER TO SHEETS AE101-AE110 FOR FLOOR PLANS

B WORK TO THE PLAN NORTH AND SOUTH HANGAR DOOR

LEAFS IS LIMITED TO LOCALIZED REPAIR WORK AS SHOWN IN

PLANS AND ELEVATIONS. THE PLAN NORTH AND SOUTH

HANGAR DOOR LEAFS WILL BE EXTENSIVELY SURVEYED AND

REPAIRED UNDER A SEPARATE FUTURE CONTRACT.

C REPLACE ALL DAMAGED WINDOW PANES UP TO 15 WINDOW

PANES MAXIMUM IN HANGAR DOOR LEAFS, TYPICAL.

D REPLACEMENT OF THE EXISTING ROOF IS NOT IN THE SCOPE

OF THIS PROJECT, AND WILL BE DONE UNDER A SEPARATE

CONTRACT.

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EXTERIOR ELEVATION - EAST

SCALE 1/16" = 1'-0"A1

EXTERIOR ELEVATION - WEST

KEYNOTES

022 CLEAN, RE-SEAL, AND REPAIR STEEL PUTTY GLAZED

WINDOWS.

033 EXISTING DOOR TO REMAIN, REPLACE DOOR HARDWARE

WITH HARDWARE SET 725 AND REMOVE AND REPLACE DOOR

SEALS.

052 PATCH/REPAIR HOLES IN METAL PANEL WITH METAL PANEL

FINISHED TO MATCH EXISTING.

131 INSTALL A WEATHER TIGHT SLOPED GALVANIZED METAL CAP

ON THE TOP OF THE SMOKE STACK TO SEAL OPENING TO

INSURE THAT ANIMALS ARE BARRED FROM ENTRY.

198 FIRE PROTECTION EQUIPMENT, REFER TO FIRE PROTECTION

201 INSULATED HOLLOW METAL DOOR, FINISH AS SCHEDULED.

204 INFILL OPENING IN WALL WITH WALL TO MATCH EXISTING

EXTERIOR WALL. TOOTH-IN MASONRY WITH EXISTING

MASONRY AND MATCH BOND PATTERN.

213 ROOF TOP PLUMBING VENT, REFER TO DETAIL F1/A-311 AND

PLUMBING.

GENERAL NOTES - ELEVATIONS

A REFER TO SHEETS AE101-AE110 FOR FLOOR PLANS

B WORK TO THE PLAN NORTH AND SOUTH HANGAR DOOR

LEAFS IS LIMITED TO LOCALIZED REPAIR WORK AS SHOWN IN

PLANS AND ELEVATIONS. THE PLAN NORTH AND SOUTH

HANGAR DOOR LEAFS WILL BE EXTENSIVELY SURVEYED AND

REPAIRED UNDER A SEPARATE FUTURE CONTRACT.

C REPLACE ALL DAMAGED WINDOW PANES UP TO 15 WINDOW

PANES MAXIMUM IN HANGAR DOOR LEAFS, TYPICAL.

D REPLACEMENT OF THE EXISTING ROOF IS NOT IN THE SCOPE

OF THIS PROJECT, AND WILL BE DONE UNDER A SEPARATE

CONTRACT.

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T8R1

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T7XL1

T4CR2

T4BL1

T1AA1

T4CR1

T4BL2

T4AL1

T8A2L1

TP8A-04

TP8A-02

TP8A-13

T8A-08A01

TP8A-05A1

TP8B-01A03

S3A1

S4A1

S7BA1

S7XA2

S7AA1

ES0081

8A-01

8B-01

8A-03

8A-02

8A-10

8A-13

8A-12

8A-11

8A-04

8A-05

8B-01A01

8B-01A02

8B-01A03

7A-A3

7A-A4

JB4A1

EJ0766

EM4

EM8

MH445BB

EM6

EM5

EM3

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EM50

EM1A

EM4A

EM7B

EJ0767

EJ0595

EJ0592

EJ1269

EJ1525

EJ0099

MH446BE

MH449BC

MH449BL

EXISTING ELECTRICAL

FUELING RACK

EXISTING

FUEL STATION

24 STRAND SINGLE

MODE FIBER;

EXISTING DUCT BANK

24 STRAND SINGLE

MODE FIBER;

EXISTING DUCT BANK

24 STRAND SINGLE

MODE FIBER;

EXISTING DUCT BANK

24 STRAND SINGLE

MODE FIBER; TWO-WAY

4" DUCT BANK

003004

EXHAUST STACK

TOWER

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

JACOBS ENGINEERING GROUP INC

777 MAIN ST., FORT WORTH TX, 76102

PLAN

NORTH

TRUE N

US Army Corps of Engineers Omaha District ®

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ENGINEERING FIRM F-2966

ADVERTISEMENT – 100% DESIGN

GRAPHIC SCALE

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GENERAL NOTES - COMMUNICATIONS

A FOR LEGEND, ABBREVIATIONS AND PROJECT GENERAL

NOTES SEE SHEET T-001.

B REFER TO SHEET T-601 FOR PATHWAY ROUTING

DETAILS.

C CONTRACTOR MUST FIELD VERIFY IF EXISTING DUCT

BANK CONTAIN AVAILABLE INNER-DUCT. IF EXISTING

DUCT BANK DOES NOT CONTAIN AVAILABLE INNER

DUCT PROVIDE AND INSTALL (1) 1-1/4" INNER-DUCT

INSIDE EXISTING DUCT BANK. INSTALL NEW 24 STRAND

FIBER INSIDE INNER-DUCT.

SCALE 1" = 90'-0"A1 TELECOMMUNICATIONS SITE PLAN-PATHWAYS

KEYNOTES

NEW TWO-WAY 4" DUCT BANK. DUCT BANK PATHWAY MUST

BE ROUTED TO AVOIDE EXISTING EXHAUST STACK TOWER

AND FOUNDATION AS WELL AS OTHER EXISTING UTILITIES.

NEMA 3R PULL BOX MOUNTED ON EXTERIOR SIDE ON

STORAGE ROOM. REFER TO SHEET T-503 DETAIL A1

SPLICE TO EXISTING FIBER. REFER TO SHEET T-601 DETAIL

A1.

(2) OSP CAT 6 CABLES VIA EXISTING UNDERGROUND

COMMUNICATIONS PATHWAY. TERMINATE (1) CAT 6 CABLE

TO EXISTING EMERGENCY PHONE AT EXISTING ELECRICAL

FUELING RACK. TERMINATE (1) CAT 6 CABLE TO EXISTING

NEMA 3R RELAY CONTROL PANEL AT EXISTING ELECTRICAL

FUELING RACK.

(2) 4" EMT CONDUITS TO TR 1042.

EXISTING UNDERGROUND COMMUNICATIONS PATHWAY TO

BE PROVIDED UNDER A SEPARATE CONTRACT.

COORDINATE WITH GOVERNMENT TO OBTAIN DESIGN

DOCUMENTATION FROM OTHER PROJECT PRIOR TO

INSTALLATION.

NEW UNDERGROUND PATHWAY SHOWN IS DIAGRAMMATIC.

CONTRACTOR MUST PERFORM A TOPO SURVEY TO

DETERMINE ACTUAL PHYSICAL ROUTING REQUIRED PRIOR

TO CONSTRUCTION. PATHWAY ROUTING MUST CONFORM

TO TIA-758 STANDARD.

270'0

SCALE: 1"=90'

45' 90' 180'

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OPEN OFFICE

OFFICE

BREAK

CUSTOMER ENTRY

VEST

WELLNESS

TLT

TLT

JAN

HALL

1003W

W

TV

W

(TYP)

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

JACOBS ENGINEERING GROUP INC

777 MAIN ST., FORT WORTH TX, 76102

PLAN

NORTH

TRUE N

32'0

SCALE: 3/32"=1'-0"

4' 8' 16'

US Army Corps of Engineers Omaha District ®

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ENGINEERING FIRM F-2966

AREA C

KEY PLAN

ADVERTISEMENT – 100% DESIGN

A B

DC

GRAPHIC SCALE

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GENERAL NOTES - COMMUNICATIONS

A REFER TO SHEET T-001 FOR GENERAL NOTES,

SYMBOLS AND ABBREVIATIONS.

B THIS SHEET FOR SCALE REFERENCE ONLY. REFER TO

T SHEETS FOR ADDITIONAL WORK.

KEYNOTES

SCALE 3/32" = 1'-0"A1 PARTIAL TELECOMMUNICATION PLAN- LEVEL 01 - AREA C

REFER TO SHEET T-501 DETAIL A5.

4" CONDUIT ABOVE CEILING.

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SUPPORT ADDITIONAL

CABLERUNWAY PER

MANUFACTURER'S

SPECIFICATIONS

HORIZONTAL CABLE

RUNWAY (TYP.)

VERTICAL CABLE

RUNWAY

CABLE RUNWAY STRAIGHT SPLICE

CLAMP KIT

GROUND STRAP FOR BONDING ALL CABLE

RUNWAY SEGMENTS TOGETHER. TRAY

MUST BE BONDED TO NEAREST TGB. (TYP.)

1. ALL CONNECTIONS HARDWARE PARTS, AND PIECES

ARE TO BE OF THE SAME MANUFACTURERS AS THE

CABLE RUNWAY AND APPROVED BY THE

MANUFACTURER AS APPROPRIATE FOR THIS

APPLICATION.

2. ALL SECTIONS OF CABLE SUPPORT SYSTEM MUST BE

BONDED AND GROUNDED PER MANUFACTURER'S

SPECIFICATIONS AND NEC STANDARDS.

CABLE DROP OUT FITTING

(WATERFALL) TO MAINTAIN PROPER

BEND RADIUS OF CABLE, ABOVE

ALL RACKS, CABINET, AND

EQUIPMENT.

VERTICAL CABLE RUNWAY,

SEE DETAIL A3/505

ATTACH VERTICAL POSITIONED

RUNWAY TO SIDE OF HORIZONTAL

SECTIONS AS REQUIRED PER

MANUFACTURER'S

SPECIFICATIONS

WALL ANGLE ASSEMBLY KIT FOR

PERPENDICULAR WALL MOUNTED

OF CABLE RUNWAY

SHELF BRACKET KIT FOR

PARALLEL WALL MOUNTED OF

CABLERUNWAY

SECURE CABLERUNWAY TO

CEILINGS/STRUCTURE ABOVE AS

REQUIRED PER MANUFACTURER'S

SPECIFICATIONS

JOIN JUNCTIONING CABLE RUNWAYS

USING CORNER CLAMP KIT

NOTES:

EQUAL

EQUAL

NOTES:

FINISHED GRADE

30" MINIMUM

3625 psi CONCRETE

4" PVC (TYPICAL)

BASE AND INTERMEDIATE

SPACERS 48" ON CENTER

MASONRY LEVELING BLOCKS

AT BASE SPACERS AS NEEDED

DUCTBANK

MARKING

TAPE TYPICAL

#4 REBAR (TYPICAL)

#4 REBAR (TYPICAL) 18" ON

CENTER

3" MINIMUM (TYPICAL)

1-1/2" MINIMUM (TYPICAL)

3" MINIMUM SEPARATION

(TYPICAL)

GEOTECH TEST, IN ACCORD WITH ASTM D698, THE BOTTOM OF EXCAVATION TO ACHIEVE

85% TO 95% OF MAXIMUM DRY DENSITY, PRIOR TO CONCRETE PLACEMENT.

THIS INFORMATION MAY NOT CONTAIN ALL DETAILS REQUIRED FOR CONSTRUCTION.

APPROPRIATE MODIFICATION MAY BE REQUIRED TO ENSURE SUITABILITY OF THESE

DRAWINGS FOR THE SPECIFIC APPLICATION. IT IS THE USER'S RESPONSIBILITY TO ENSURE

INSTALLATION OF THE EQUIPMENT/SYSTEM IS IN ACCORDANCE WITH BUILDING/PROJECT

SPECIFICATIONS, APPLICABLE CODES AND STANDARDS.

1.

2.

1-1/4" INNER-DUCT

(TYPICAL)

GROUND

SLAB

FINISHED WALL

12" x 12" x 12" NEMA 3R BOX

FINISHED CEILING

(2) 4" CONDUIT SLEEVE(TYP)

(2) 4" PVC CONDUIT

(2) 4" PVC CONDUIT

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

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ENGINEERING FIRM F-2966

ADVERTISEMENT – 100% DESIGN

TN503

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SCALE NTSC1 TYPICAL CABLE RUNWAY CONNECTION DETAIL

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