Solicitation Amendment 01 - Attachment 1 - Addendum 01 - Repair Aircraft MX Facility B63 Revised Drawing Sheets.pdf
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PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
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RECORD DRAWING DATE:
G-001
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CERTIFIED FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION
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CLIN DESCRIPTIONS
BASE BID: BASE BID INCLUDES ALL THE REPAIR AND
CONSTRUCTION SCOPE REQUIRED IN THIS
PROJECT EXCEPT WORK UNDER OPTIONS.
OPTION 1: DEMOLITION AND REMOVAL OF
EXISTING BUILDING 61.
OPTION 2: REMOVE AND REPLACE EXISTING
TRANSLUCENT WALL PANELS FOR
BUILDING 63.
OPTION 3: STRIP ALL EXISTING INTERIOR PAINT
FROM ALL INTERIOR SURFACES, REMOVE
RUST, AND REPAINT INTERIOR OF HANGAR
BAY FOR BUILDING 63.
OPTION 4: REPLACE TWO ADDITIONAL CONCRETE
FLOOR SLAB PANELS IN HANGAR BAY
OPTION 5: REPLACE EXISTING HOT WATER HEATING
SYSTEM PIPING
DRAWING INDEX
SHEET NO. SHEET NAME
LIFE SAFETY
LS001 CODE SUMMARY
LS002 CODE SUMMARY
LS003 CODE COMPLIANCE SITE PLAN
LS101 LIFE SAFETY FLOOR PLAN - NORTH
LS102 LIFE SAFETY FLOOR PLAN - SOUTH
FIRE ALARM/ MASS NOTIFICATION
FD101 FIRE ALARM AND RELEASING SYSTEM DEMO PLAN
FA101 FIRE ALARM FLOOR PLAN - NORTH
FA102 FIRE ALARM FLOOR PLAN - SOUTH
FA501 DETAILS- FIRE ALARM
FA502 DETAILS- FIRE ALARM
FIRE PROTECTION
FD102 FIRE PROTECTION DEMO PLAN
FX101 FIRE PROTECTION FLOOR PLAN - NORTH
FX102 FIRE PROTECTION FLOOR PLAN - SOUTH
FX103 HANGAR BAY FLAME DETECTION SYSTEM FLOOR PLAN - NORTH
FX104 HANGAR BAY FLAME DETECTION SYSTEM FLOOR PLAN - SOUTH
FX501 FIRE PROTECTION DETAILS
FX502 RELEASING CONTROL UNIT DETAILS
PLUMBING
P-001 PLUMBING LEGEND & ABBREVIATIONS
PD101 PLUMBING DEMOLITION FIRST FLOOR PLANS
P-101 PLUMBING FIRST FLOOR PLAN
P-401 PLUMBING ENLARGED PLAN
P-402 PLUMBING ENLARGED PLAN
P-501 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES & DIAGRAMS
MECHANICAL
M-001 MECHANICAL LEGEND & ABBREVIATIONS
M-002 MECHANICAL GENERAL NOTES
MD101 MECHANICAL DEMOLITION FIRST FLOOR PLANS
M-101 MECHANICAL FIRST FLOOR PLAN
M-401 MECHANICAL ENLARGED PLANS
M-402 MECHANICAL ENLARGED PLANS
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
M-602 MECHANICAL SCHEDULES
M-701 CONTROLS LEGEND
M-702 MECHANICAL CONTROLS
M-703 MECHANICAL CONTROLS
ELECTRICAL
E-001 ELECTRICAL LEGEND & ABBREVIATIONS
ED101 DEMOLITION FIRST FLOOR PLAN
ED102 DEMOLITION ROOF PLAN
EG101 ELECTRICAL LIGHTNING PROTECTION PLAN
EG501 LIGHTNING PROTECTION / GROUNDING DETAILS
EG502 LIGHTNING PROTECTION / GROUNDING DETAILS
EL101 ELECTRICAL LIGHTING FIRST FLOOR PLAN
EL601 ELECTRICAL LIGHTING SCHEDULES
EP101 ELECTRICAL POWER FIRST FLOOR PLAN
EP401 ELECTRICAL POWER ENLARGED PLANS
EP601 ELECTRICAL POWER ONE-LINE
EP602 ELECTRICAL POWER FEEDER SCHEDULE
EP603 ELECTRICAL SCHEDULES
EP604 ELECTRICAL POWER PANEL SCHEDULES
DRAWING INDEX
SHEET NO. SHEET NAME
GENERAL
G-000 COVER SHEET
G-001 DRAWING INDEX
G-002 VICINITY MAP, LOCATION MAP, AND CONSTRUCTION HAUL ROUTE
G-003 DEMOLITION - BUILDING 61 BID OPTION
CIVIL
C-001 ABBREVIATIONS AND LEGENDS
C-002 GENERAL CIVIL NOTES
GC001 CONSTRUCTION SAFETY NOTES
GC101 CONSTRUCTION SAFETY PLAN
CD101 EXISTING CONDITIONS AND DEMOLITION PLAN
CS101 SITE PLAN
CG101 GRADING AND EROSION CONTROL PLAN
CU101 UTILITY AND GRADING PLAN
C-501 CIVIL DETAILS
C-502 CIVIL DETAILS
C-503 CIVIL DETAILS
C-504 CIVIL DETAILS
STRUCTURAL
S-001 STRUCTURAL NOTES - SHEET 1
S-002 STRUCTURAL NOTES - SHEET 2
S-003 STRUCTURAL NOTES - SHEET 3
S-004 STRUCTURAL NOTES - SHEET 4
SD101 OVERALL GROUND FLOOR DEMOLITION PLAN
SD501 DEMOLITION DETAILS
S-101 OVERALL FOUNDATION PLAN
S-102 OVERALL ROOF FRAMING PLAN
S-401 FLOOR SLAB PLAN
S-501 TYPICAL CONCRETE DETAILS - SHEET 1
S-502 TYPICAL CONCRETE DETAILS - SHEET 2
S-510 TYPICAL MASONRY DETAILS
S-601 TYPICAL SCHEDULES
ARCHITECTURE
A-001 LEGENDS, ABBREVIATIONS, & GENERAL NOTES
AD101 DEMOLITION PLAN
AD102 DEMOLITION ROOF PLAN
AD201 DEMOLITION ELEVATIONS
AD202 DEMOLITION ELEVATIONS
AD401 ENLARGED DEMOLITION PLANS
AE101 FLOOR PLAN
AE102 ROOF PLAN
AE201 ELEVATIONS
AE202 ELEVATIONS
AE301 BUILDING SECTIONS
AE401 ENLARGED FLOOR PLANS
AE402 ENLARGED REFLECTED CEILING PLANS
AE501 DETAILS
AE502 DETAILS
AE503 DETAILS
AE504 DETAILS
AE601 DOOR SCHEDULE
AF001 FINISH MATERIAL LIST
AF101 FLOOR PATTERN FLOOR PLAN - OVERALL
AF102 FLOOR PATTERN PLANS - ENLARGED
AF601 ROOM FINISH SCHEDULE
AI101 ABA TYPICAL MOUNTING HEIGHTS
AI102 INTERIOR ELEVATIONS
INTERIORS
IG101 SIGNAGE FLOOR PLAN - OVERALL
IG102 ENLARGED SIGNAGE PLANS
IG501 SIGN TYPES
IG601 SIGNAGE SCHEDULE
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* THE LIST OF ABBREVIATIONS AND THE LEGENDS
MAY CONTAIN ITEMS THAT ARE NOT SHOWN WITHIN
THE DRAWINGS AND DO NOT OCCUR IN THE PROJECT.
W W
AC ACRE OR ASBESTOS CEMENT
AGGR AGGREGATE
ALUM ALUMINUM
ASPH ASPHALT CEMENT
ASSY ASSEMBLY
B BACKWASH
BC BACK OF CURB
BCCMP BITUMINOUS COATED
CORRUGATED METAL PIPE
BE BOTTOM ELEVATION
BFP BACKFLOW PREVENTER
BITUM BITUMINOUS
BLDG BUILDING
BLV BALL VALVE
BM BENCHMARK
BV BUTTERFLY VALVE
BW BACK OF WALL
C CHORD
CATV CABLE TELEVISION
CATVo CABLE TELEVISION (OVERHEAD) CATVu CABLE TELEVISION
(UNDERGROUND)
CB CATCH BASIN
CC CENTER TO CENTER
CES CIVIL ENGINEERING SQUADRON
CF CUBIC FEET
C&G CURB & GUTTER
ChL CHORD LENGTH ChB CHEMICAL TREATMENT
CI CURB INLET
CISP CAST IRON SOIL PIPE
C CENTERLINE
CLR CLEAR
CMH COMMUNICATIONS MANHOLE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CMU CONCRETE MASONRY UNIT
COL COLUMN LINE
CONC CONCRETE
COND CONDENSATE
CONN CONNECTION
COR CONTRACTING OFFICER'S
REPRESENTATIVE
CP CARPOOL PARKING SPACE
CV CHECK VALVE
CY CUBIC YARDS
D MAIN DRAIN
DA DRAINAGE AREA
DB DRAIN BASIN
DI DROP INLET
DIA DIAMETER
DIP DUCTILE IRON PIPE
DW DOMESTIC WATER
DWCPP DOUBLE-WALLED CORRUGATED
PLASTIC PIPE
DWCB DOUBLE-WING CATCH BASIN
DWG DRAWING
E EAST
Eo ELECTRICAL CABLE (OVERHEAD) Eu ELECTRICAL CABLE
(UNDERGROUND)
EF EACH FACE
EL ELEVATION
ELEV ELEVATION
EMH ELECTRICAL MANHOLE
EOP EDGE OF PAVEMENT
ESMT EASEMENT
EW EACH WAY
EX EXISTING
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
F FILTER RETURN
FES FLARED END SECTION
FEV FUEL EFFICIENT VEHICLE
FFE FINISHED FLOOR ELEVATION
FH FIRE HYDRANT
FIN FINISHED
FL FLOOR DRAIN
FM FORCE MAIN
FP FIRE PROTECTION
FS FLOW SWITCH
FT FEET or FOOT
FW FIRE WATER
GAL GALLON
GALV GALVANIZED
GE GUTTER ELEVATION
GLV GLOBE VALVE
GP GUARD POST
GPM GALLONS PER MINUTE
GS GALVANIZED STEEL
GV GATE VALVE
HC ACCESSIBLE PARKING
HDPE HIGH-DENSITY POLYETHYLENE
PIPE
HDWL HEADWALL
HG HYDROGEN GAS
HP HIGH POINT
HTW HIGH TEMPERATURE WATER
HW HARDWOOD TREE
HR HIGH TEMPERATURE, HIGH
PRESSURE WATER RETURN
HS HIGH TEMPERATURE, HIGH
PRESSURE WATER SUPPLY
ID INSIDE DIAMETER
IE INVERT ELEVATION
IP IRON PIN
IPF IRON PIN FOUND
IPS IRON PIN SET
JB JUNCTION BOX
L LENGTH
LF LINEAR FEET or LINEAR FOOT
LP LOW POINT
LA LANDSCAPE AREA
MAX MAXIMUM
MECH MECHANICAL
MH MANHOLE
MIN MINIMUM
MJ MECHANICAL JOINT
MON MONUMENT
MTR METER
M/U MAKE-UP
N NORTH
N/A NOT APPLICABLE
NaOCL SODIUM HYPOCHLORITE SOLUTION
NG NATURAL GAS
No NUMBER
NONRCP NON-REINFORCED CONCRETE PIPE
NTS NOT TO SCALE
OC ON CENTER
OCB OUTLET CONTROL BOX
OCEW ON CENTER EACH WAY
OD OUTSIDE DIAMETER
OHPL OVERHEAD POWER LINE
OT ORNAMENTAL PIPE
PC POINT OF CURVE
PD POSITIVE DISPLACEMENT
PE POLYETHYLENE
PF POINT OF FROG
1/2PF 1/2 POINT OF FROG
PFI POINT OF FROG INTERSECTION
PG PRESSURE GAUGE
PI POINT OF INTERSECTION
PIV POST INDICATOR VALVE
POV PRIVATELY OWNED VEHICLES
PL PROPERTY LINE
PS POINT OF SWITCH
PSF POUNDS PER SQUARE FOOT (or
FEET)
PSI POUNDS PER SQUARE INCH
PT POINT OF TANGENCY
PVC POINT OF VERTICAL CURVATURE or
POLYVINYLCHLORIDE PIPE
PVMT PAVEMENT
PVT POINT OF VERTICAL INTERSECTION
PW POTABLE WATER
R RADIUS
RCP REINFORCED CONCRETE PIPE
RED REDUCER
REINF REINFORCEMENT
ROW RIGHT OF WAY
RR RAILROAD (COMPANY)
RRT RAILROAD TRACK STRUCTURE
RW RAW WATER
R/W RIGHT OF WAY
S SOUTH or SLOPE SD STORM DRAIN or STORM SEWER
SHT SHEET
SS or Sx SANITARY SEWER
SSCO SANITARY SEWER CLEANOUT
SSE SANITARY SEWER EASEMENT
SSFM SANITARY SEWERAGE FORCE MAIN
SSMH SANITARY SEWER MANHOLE
ST STORM SEWER
STA STATION
STM STEAM
STMH STORM SEWER MANHOLE
SWCB SINGLE-WING CATCH BASIN
T TANGENT
To TELEPHONE (OVERHEAD) Tu TELEPHONE (UNDERGROUND)
TB THRUST BLOCK
TBM TEMPORARY BENCHMARK
TC TOP OF CURB ELEVATION
TD TRENCH DRAIN
TE TOP ELEVATION
TEL TELEPHONE CABLE
TFTG TOP OF FOOTING
TG TOP OF GRATE ELEVATION
TH THICK
THK THICKNESS
THREL THROAT ELEVATION
TP TOP OF PAVEMENT ELEVATION
TS TOP OF SLAB ELEVATION
TW TOP OF WALL ELEVATION
TYP TYPICAL
UC UNDERGROUND COMMUNICATIONS
UE UNDERGROUND ELECTRICAL
UNO UNLESS NOTED OTHERWISE ON
DRAWINGS
VC VERTICAL CURVE
VCP VITRIFIED CLAY PIPE
V/PG VACUUM PRESSURE GAUGE
VP VANPOOL
W WATER or WEST Wx EXISTING WATER LINE
W/ WITH
WD WIDE
WI WEIR INLET
WS WATER SURFACE
WWF WELDED WIRE FABRIC
L
EXISTING SANITARY SEWERSS
EXISTING STORM WATER SEWERST
EXISTING OVERHEAD ELECTRICOE
EXISTING UNDERGROUND ELECTRICUE
EXISTING UNDERGROUND COMMUNICATIONUC
EXISTING GAS LINEG
W EXISTING WATER MAIN
CONCRETE SIDEWALK
XX XX TEMPORARY SILT FENCE
POST INDICATOR VALVE
FIRE HYDRANT
MANHOLE
WATER VALVE
GAS METER
EXISTING CONDITIONS LEGENDABBREVIATIONS* DEMOLITION LEGENDSITE LEGEND
D
BOLLARD
ELECTRIC MANHOLE
COMM MANHOLE
GRADING & DRAINAGE LEGEND UTILITY LEGEND
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PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
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RECORD DRAWING DATE:
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C-001
CLEAN OUT
ROOF DRAIN
LINEAR ITEM TO BE DEMOLISHED &
REMOVED
ASPHALT PAVEMENT & BASE TO BE
DEMOLISHED & REMOVED
SIDEWALK & BASE TO BE
DEMOLISHED & REMOVED
LIMITS OF BID OPTION
WATER LINE
SM EXISTING STEAM LINE
UD EXISTING UNDERGROUND ROOF DRAINAGE
DET EXISTING DETERGENT LINE
A EXISTING COMPRESSED AIR LINE
CW EXISTING COLD WATER LINE
HW EXISTING HOT WATER LINE
FW EXISTING HOT FIRE WATER LINE
CONCRETE PAVEMENT
BUILDING TO BE
DEMOLISHED & REMOVED
CONCRETE STOOP
CONCRETE PAVEMENT AND BASE
TO BE DEMOLISHED & REMOVED
LINEAR ITEM TO BE
ABANDONED IN PLACE
REDUCER
TAPPING SLEEVE AND VALVE
TEMPORARY CONSTRUCTION
ENTRANCE
1 1
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GC001
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CERTIFIED FINAL DESIGN SUBMITTAL – FOR CONSTRUCTION
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PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
DE
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RECORD DRAWING DATE:
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SCOPE OF WORK:
THE SCOPE OF THE PROJECT INVOLVES DEMOLITION OF BUILDING 61, BUILDING 61 UTILITIES, AND DEMOLITION AND REPLACEMENT OF
CONCRETE DRIVEWAY.
SAFETY
SAFETY
1. SAFETY PLAN (SPCD): CONTRACTOR SHALL SUBMIT A SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) TO THE CONTRACTING OFFICER DESCRIBING HOW IT WILL COMPLY WITH THE REQUIREMENTS OF THE CONSTRUCTION OPERATIONAL SAFETY AND PHASING PLAN (COSPP OR CSPP) AND SUPPLYING DETAILS THAT COULD NOT BE DETERMINED BEFORE CONTRACT AWARD. NO WORK WILL BE
ALLOWED UNTIL THE SAFETY PLAN COMPLIANCE DOCUMENT IS APPROVED.
2. PROGRESS MEETINGS: THE CONTRACTOR SHALL CONDUCT WEEKLY PROGRESS MEETINGS WITH PRIMARY EMPLOYEES, SUB-CONTRACTORS DESIGNATED BASE ENGINEER, AND CONTRACTING OFFICER (OR CONTRACTING OFFICER REPRESENTATIVE (COR)).
3. EMERGENCY: IN THE EVENT OF AN EMERGENCY, THE CONTRACTOR SHALL MOVE EQUIPMENT AND PERSONNEL TO A SAFE DISTANCE FROM OPERATIONAL PAVEMENT AS DIRECTED BY AIRFIELD MANAGEMENT OR OTHER EMERGENCY RESPONDERS AND SHALL REMAIN
CLEAR UNTIL NOTIFIED THAT WORK MAY BE RESUMED.
4. VEHICLE MARKING: CONTRACTOR’S VEHICLES SHALL BE MARKED WITH FLASHING AMBER LIGHTS AND EQUIPMENT WITH 3’X3’ ORANGE AND WHITE CHECKERED FLAGS VISIBLE FROM THE AIR AND 360 DEGREES ABOUT THE VEHICLE AND EQUIPMENT. THE FLASHING LIGHT MUST HAVE PEAK INTENSITY WITHIN THE RANGE OF 40 TO 400 CANDELAS AND MUST FLASH AT 75± 15 FLASHES PER MINUTE.
5. PAVEMENT VACUUMING: THE CONTRACTOR SHALL MAINTAIN, BY CONTINUOUS VACUUMING, ALL PAVEMENTS IMPACTED BY CONTRACTOR OPERATIONS, INCLUDING BUT NOT LIMITED TO HAUL ROUTE PAVEMENTS, AND PAVEMENT ADJACENT TO THE AREA OF WORK. PAVEMENT SHALL BE KEPT FREE OF CONSTRUCTION MATERIALS, DIRT, ROCKS, AND OTHER DEBRIS AT ALL TIMES FOR THE LIFE OF THIS PROJECT BY VACUUMING OPERATIONS DURING ALL WORKING HOURS. AT THE CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL CONDUCT A FINAL VACUUMING OF ALL PAVEMENTS UTILIZED/IMPACTED BY CONTRACTOR
OPERATIONS. STEEL WIRE BROOM VEHICLES ARE NOT PERMITTED.
6. WILDLIFE ATTRACTIONS: CONTRACTOR SHALL MAINTAIN WORK AREAS, LAYDOWN AREA, AND HAUL ROUTE TO BE FREE FROM WILDLIFE
ATTRACTANTS INCLUDING BUT NOT LIMITED TO TRASH, FOOD SCRAPS, AND PONDED WATER.
7. PAVEMENT PROTECTION: CONTRACTOR SHALL PROVIDE SPECIAL CARE WHERE CONTRACTOR’S TRAFFIC USES AND CROSSES AIRFIELD PAVEMENT. THE CONTRACTOR SHALL NOT CROSS ANY AIRFIELD PAVEMENT TO REMAIN WITH TRACKED EQUIPMENT WITHOUT A FORM OF PAVEMENT PROTECTION. PAVEMENT PROTECTION SHALL CONSIST OF A NON-SLIP MATERIAL SUCH AS NEOPRENE OR RUBBER
MATTING.
8. UNATTENDED VEHICLES: THE CONTRACTOR SHALL NOT LEAVE EQUIPMENT OR VEHICLES UNATTENDED ON THE AIRFIELD PAVEMENT.
9. ACTIVE AIRFIELD PAVEMENT: THE CONTRACTOR SHALL NOT PARK EQUIPMENT OR VEHICLES ON ACTIVE AIRFIELD PAVEMENT.
10. DUST CONTROL: THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO DUST CONTROL. THE OPERATIONS OF THE RUNWAYS, TAXIWAYS AND ASSOCIATED NAVAIDS ARE SENSITIVE TO DUST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE LIMIT OF CONSTRUCTION AS WELL AS ALONG ANY HAUL ROUTES USED BY CONTRACTORS’ EQUIPMENT AND VEHICLES LOCATED ON THE AIRFIELD. THE GOVERNMENT RESERVES THE RIGHT TO STOP GRADING, HAULING, OR OTHER WORK AS NECESSARY TO BRING DUST
UNDER CONTROL.
11. FOREIGN OBJECT DEBRIS/DAMAGE (FOD): THE CONTRACTOR SHALL CONTROL FOD AT ALL TIMES. THE CONTRACTOR SHALL IMPLEMENT ALL NECESSARY PROTOCOLS TO CONTROL FOD DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, CONTROLLING VEHICLES TRACING OF SOIL AND ROCKS, CONTROLLING LOOSE DEBRIS FROM VEHICLES, CONTROL OF DEMOLITION AND CONSTRUCTION OF MATERIALS. IF IN THE OPTION OF THE CONTRACTING OFFICER, THE CONTRACTOR’S PROTOCOLS ARE INSUFFICIENT TO PREVENT THE SPREAD OF FOD, THE CONTRACTOR SHALL IMPROVE PROTOCOLS TO THE SATISFACTION OF THE CONTRACTING OFFICER AT NO
ADDITIONAL COST.
12. FLIGHT LINE DRIVERS TRAINING: CONTRACTOR’S PERSONNEL AND ALL SUBCONTRACTOR’S PERSONNEL THAT WILL BE OPERATING A VEHICLE OR EQUIPMENT ON THE AIRSIDE ARE REQUIRED TO ATTEND AND PASS FLIGHT LINE OPERATIONS TRAINING. FLIGHT LINE OPERATIONS TRAINING CONSISTS OF CLASSROOM INSTRUCTION AND TESTING (APPROXIMATELY 3 HOURS), COMPUTER-BASED TRAINING INSTRUCTION AND TESTING (APPROXIMATELY 30 MINUTES), AND FLIGHT LINE ORIENTATION (APPROXIMATELY 30 MINUTES).
THE ONLY EXCEPTION IS FOR HAULERS (TRUCK DRIVERS), WHO WILL BE ESCORTED ON AND OFF THE AIRFIELD BY SOMEONE WITH PROPER FLIGHT LINE CERTIFICATION. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR DETAILED
REQUIREMENTS.
13. CONTROLLED MOVEMENT AREA DRIVERS TRAINING: ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL CONDUCTING WORK IN CONTROLLED MOVEMENT AREAS ARE REQUIRED TO ATTEND AN APPROXIMATELY 1 HOUR MOVEMENT TRAINING AREA COURSE, HANDS-ON TRAINING AS NEEDED PROVIDED BY AIRFIELD MANAGEMENT, AND PASS A WRITTEN EXAM.
14. CALL-IN: CONTRACTOR SHALL CALL INTO AIRFIELD MANAGEMENT AND SECURITY FORCES EVERY MORNING AND EVENING AT
843-963-3024 OR 843-963-3026.
15. RADIOS AND ATC: THE CONTRACTOR SHALL PROVIDE THE NECESSARY BATTERY-POWERED TWO-WAY RADIO EQUIPPED WITH TOP MOUNDED ANTENNAS AND CAPABLE OF TUNING AIR NAVIGATION FREQUENCY BANDS. RADIOS MUST BE KEPT IN GOOD WORKING ORDER AT ALL TIMES WORK IS IN PROGRESS ON THE AIRFIELD WITHIN THE LANDING AREAS. THE CONTRACTOR SHALL HAVE AN OPERATOR (WHO SPEAKS FLUENT ENGLISH) AVAILABLE FOR RADIO CONTACT AT ALL TIMES. THE CONTRACTOR SHALL MAINTAIN A CONTRACT WITH THE AIR TRAFFIC CONTROL TOWER (FREQUENCY 121.9) AT ALL TIMES WHILE WORK IS BEING CONDUCTED WITHIN THE
LANDING AREAS.
16. ACTIVE TAXIWAY: THE SITE IS ADJACENT TO A TAXIWAY. THERE WILL BE ACTIVE AIRCRAFT ON THE TAXIWAY DURING CONSTRUCTION.
AIRFIELD SECURITY: THE CONTRACTOR SHALL INSTALL LOW PROFILE BARRICADE AND WATER FILLED JERSEY BARRIERS AT THE LOCATION SHOWN ON SHEET GC101 PRIOR TO BEGINNING ANY WORK. THE AIRFIELD SHALL REMAIN SECURE AT ALL TIMES AND NO CONTRACTOR
PERSONNEL SHALL ENTER THE AIRFIELD WITHOUT AN ESCORT FROM THE BASE.
17. PROTECTION OF NAVAIDS: BEFORE COMMENCING CONSTRUCTION ACTIVITY, PARKING VEHICLES, OR STORING CONSTRUCTION EQUIPMENT AND MATERIALS NEAR A NAVAID, THE CONTRACTOR SHALL COORDINATE WITH AIRFIELD MANAGEMENT AND BASE CES WHO WILL COORDINATE TO EVALUATE THE EFFECT OF CONSTRUCTION ACTIVITY, AND DETERMINE THE REQUIRED DISTANCES AND DIRECTION FROM THE NAVAID. CONTRACTOR PERSONNEL SHALL BE AWARE OF CRITICAL AREA LOCATIONS AND REMAIN CLEAR OF THE AREAS DURING LOW VISIBILITY. NO MATERIAL OR CONSTRUCTION WILL BE STOCKPILED OR STORED NEAR ANY NAVAIDS.
AIRSPACE IMAGINARY SURFACE LIMITATIONS / 7460’S/NOTAM’S
1. NOTAMS: BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR MUST, THROUGH THE CONTRACTING OFFICER, GIVE NOTICE ISSUING THE NOTICE TO AIRMAN (NOTAM) OF THE PROPOSED LOCATION, TIME, AND DATE OF COMMENCEMENT OF CONSTRUCTION. ISSUANCE OF MULTIPLE NOTAMS DURING THE COURSE OF CONSTRUCTION MAY BE REQUIRED. UPON COMPLETION OF WORK AND RETURN OF ALL SUCH AREAS TO STANDARD OPERATING CONDITIONS, THE CONTRACTOR MUST, THROUGH THE CONTRACTING OFFICER, VERIFY THE CANCELLATION OF ALL NOTICES ISSUED VIA THE NOTAM SYSTEM. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 7 DAYS NOTICE TO ALLOW FOR EACH NOTAM TO BE FILED IN A TIMELY MANNER.
2. 7460-1: THE CONTRACTOR SHALL SUBMIT TO THE FAA, FOR APPROVAL, ALL NECESSARY 7460-1 FORMS A MINIMUM OF 45 DAYS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL IDENTIFY ALL NECESSARY FORM 7460’S AS A NRA
(NON-RULE MAKING AIRPORT) NOTICE (I.E. CONSTRUCTION IS LOCATED ON AN AIRPORT).
3. 7460-2: THE CONTRACTOR SHALL SUBMIT TO THE FAA NECESSARY 7460-2 FORMS TO NOTIFY THE FAA THAT CONSTRUCTION WILL SOON COMMENCE. THE CONTRACTOR SHALL IDENTIFY ALL NECESSARY FORM 7460’S AS A NRA (NON-RULE MAKING AIRPORT) NOTICE (I.E.
CONSTRUCTION IS LOCATED AT AN AIRPORT).
4. AIRSPACE IMAGINARY SURFACES: PARTIAL AIRSPACE IMAGINARY SURFACES ARE PROVIDED FOR AIR FORCE STANDARDS HEREIN. ANY PERMANENT OR TEMPORARY PENETRATIONS TO AIRSPACE IMAGINARY SURFACES SHALL BE AUTHORIZED VIA A CONTRACTOR
PREPARED AND SUBMITTED 7460’S.
5. EQUIPMENT: THE CONTRACTOR SHALL STORE ANY EQUIPMENT INSIDE THE CONSTRUCTION-FREE ZONE LIMIT AT END OF EACH WORK SHIFT. ALL EQUIPMENT SHALL BE KEPT IN AN ORGANIZED MANNER TO THE SATISFACTION OF USAF AIRFIELD MANAGEMENT.
SECURITY
SECURITY CLEARANCE
1. FORM 74S: ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL SHALL FILL OUT SFS FORM 74 AND SUBMIT IT TO THE CONTRACTING OFFICER. IN GENERAL, TO OBTAIN SECURITY CLEARANCES, EACH PERSON SHALL SUBMIT AN APPLICATION TO THE CONTRACTING OFFICER FOR PROCESSING AND UNDERGO A BACKGROUND CHECK. THE SECURITY CLEARANCE PROCESS TYPICALLY REQUIRES
APPROXIMATELY A WEEK TO COMPLETE.
SECURITY:
1. SECURITY GUARDS: CONTRACTOR SHALL PROVIDE AND MAINTAIN SECURITY FROM A PROFESSIONAL (BONDED) SECURITY FIRM AT
CONTRACTOR ACCESS GATE FOR THE DURATION OF USE.
2. SECURITY GUARD TRAINING: ALL SECURITY PERSONNEL THAT WILL BE CONTROLLING CONTRACTOR ACCESS GATE ARE REQUIRED TO ATTEND A 2 HOUR SECURITY WORKSHOP. THE WORKSHOP WILL BE HELD AT JOINT BASE CHARLESTON (JBCHS).
3. ENTRY AUTHORIZATION LETTER (EAL): CONTRACTOR SHALL OBTAIN AN ENTRY AUTHORIZATION LETTER (EAL) LISTING ALL EMPLOYEES APPROVED TO WORK ON THE AIRFIELD. A COPY OF THE LETTER SHALL BE MAINTAINED BY SECURITY AT ALL CONTRACTOR ACCESS GATES. THE CONTRACTOR SHALL COORDINATE SECURITY PROTOCOLS WITH THE CONTRACTING OFFICER AND SECURITY FORCES.
4. GUARD RESPONSIBILITIES:
- GUARD SHALL NOT BE ARMED.
- GUARDS SHALL BE EQUIPPED WITH OPERATIONAL CELL PHONES.
- A SINGLE SECURITY GUARD SHALL BE STATIONED AT EACH CONTRACTOR ACCESS GATE BEING UTILIZED BY THE CONTRACTOR. THIS
INCLUDES EXISTING ACCESS CONTROL GATES AND ANY TEMPORARY CONSTRUCTION GATES.
- AT CONTRACTOR ACCESS GATES. GUARDS SHALL INSPECT ALL BADGES AND MAINTAIN A LOG OF ALL VEHICLES ENTERING AND
LEAVING THE AIRFIELD AND INSPECT ALL VEHICLES.
- ALL CONTRACTOR ACCESS GATES SHALL BE SECURED BY LOCK AT THE END OF EACH WORK SESSION.
- ALL CONTRACTOR ACCESS GATES SHALL BE KEPT CLOSED WHEN NOT IN USE AND OPENED ONLY FOR ENTERING AND EXITING
VEHICLES.
AIRFIELD ACCESS:
1. PREREQUISITES TO ACCESS: THE CONTRACTOR WILL NOT BE ALLOWED TO ACCESS TO THE AIRFIELD UNTIL:
- COMPLETION OF ALL NECESSARY SECURITY CLEARANCES, BADGES, ETC…
- COMPLETION OF ALL NECESSARY DRIVER TRAINING AND OTHER SECURITY SAFETY PROTOCOLS.
- APPROVAL OF ALL NECESSARY CONSTRUCTION SUBMITTALS
- APPROVAL OF THE CONTRACTOR’S SAFETY PLAN COMPLIANCE DOCUMENT (SPCD)
- APPROVAL OF THE CONTRACTOR’S QUALITY CONTROL PLAN
- COMPLETION OF OTHER NECESSARY APPROVALS
2. LOCATION: ACCESS TO THE AIRFIELD SHALL BE VIA EXISTING CONTRACTOR ACCESS GATES IN THE VICINITY OF WORK ONGOING AS
INDICATED ON THE PLANS.
3. HAZARD MARKING AND LIGHTING:
- PURPOSE - HAZARD MARKING AND LIGHTING PREVENTS PILOTS FROM ENTERING AREAS CLOSED TO AIRCRAFT, AND PREVENTS
CONSTRUCTION PERSONNEL FROM ENTERING AREAS OPEN TO AIRCRAFT.
- EQUIPMENT - CONTRACTOR SHALL MARK THE LIMITS OF CONSTRUCTION WITH FENCING AND JERSEY BARRIER AND FOD FENCE
BARRICADES AS INDICATED. CONTRACTOR SHALL PROVIDE A REPRESENTATIVE WHO WILL BE ON-CALL 24-HOURS A DAY TO PERFORM EMERGENCY MAINTENANCE OF ANY CONTRACTOR ERECTED SIGN, BARRICADE, OR WARNING LIGHTS DURING THE CONSTRUCTION
PERIOD.
- BARRICADES SHALL MEET THE DETAILS PROVIDED HEREIN. SEE PLANS FOR BARRICADE LOCATION.
- RED LIGHTS MUST BE SECURELY MOUNTED ON BARRICADE AND SPACED NO MORE THAN 10 FEET APART. LIGHTS MUST BE OPERATED
FROM SUNSET TO SUNRISE AND DURING PERIODS OF LOW VISIBILITY. THE LIGHTS MAY BE OPERATED BY PHOTOCELL; HOWEVER, THE CONTRACTOR MAY HAVE TO TURN THEM ON MANUALLY AT TIMES DURING LOW VISIBILITY DURING DAYTIME HOURS.
- THE CONTRACTOR SHALL COMPLY WITH THE FAA AND THE BASE WHEN ALIGNING CONSTRUCTION FLOODLIGHTS AS TO NOT INTERFERE WITH THE VISION OF AIRCRAFT PILOTS AND AIR TRAFFIC CONTROLLERS WHEN OPERATIONS ARE TAKING PLACE.
COORDINATION
LAYDOWN AREA:
1. LOCATION: THE CONTRACTOR’S LAYDOWN AREA SHALL BE LOCATED OUTSIDE THE SECURED AREA OF THE AIRFIELD AT A LOCATION WITHIN 1 MILE OF THE PROJECT SITE TO BE DETERMINED BY THE CONTRACTING OFFICER AT THE TIME OF AWARD.
2. UTILITIES: THE CONTRACTOR SHALL PERFORM ALL NECESSARY COORDINATION AND SHALL BEAR ALL COSTS NECESSARY TO ESTABLISH
ELECTRICAL, WATER, AND SEWER SERVICE TO THE LAYDOWN AREA.
3. WATER: THE CONTRACTOR MAY OBTAIN WATER VIA AN EXISTING FIRE HYDRANT LOCATED IN THE VICINITY OF THE CONSTRUCTION AREA. THE CONTRACTOR SHALL PROVIDE HYDRANT METERS AND BACKFLOW PREVENTION. WATER LINES SHALL BE SECURED AT ALL
TIMES AND REMOVED UPON COMPLETION.
4. PORTABLE TOILETS: PRIOR TO ANY CONSTRUCTION ACTIVITIES PROVIDE TEMPORARY SEWER AND SANITARY FACILITIES, AS DEFINED IN
THE SPECIFICATIONS, FOR ALL WORK AREAS AND ACCESS GATES.
5. ADDITIONAL FACILITIES: THE CONTRACTOR CAN USE EMPTY BUILDING 63 AS OFFICE SPACE AND NO ADDITIONAL FACILITY IS NEEDED
FOR THE GOVERNMENT.
6. SECURITY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING SECURITY AT THE LAYDOWN AREA.
7. APPEARANCE: THE CONTRACTOR SHALL MAINTAIN THE LAYDOWN AREA IN A GOOD STATE OF APPEARANCE.
8. FOD: THE CONTRACTOR SHALL MAINTAIN THE LAYDOWN AREA SUCH THAT IT DOES NOT GENERATE OR BECOME A SOURCE OF FOREIGN
OBJECT DEBRIS.
9. OFFSITE LAYDOWN AREA: THE AIRFIELD HAS LIMITED SPACE AVAILABLE FOR A CONTRACTOR’S LAYDOWN AREA. OBTAINING, MAINTAINING ANY REQUIRED OFF-SITE LAYDOWN AREA THAT THE CONTRACTOR SHALL NEED IS THE RESPONSIBILITY OF THE
CONTRACTOR.
10. LAND DISTURBANCE PERMIT: IF LOCATED OUTSIDE THE PERMIT AREA OF DISTURBANCE FOR THE PROJECT, THE CONTRACTOR SHALL OBTAIN A SEPARATE LAND DISTURBANCE/STORMWATER PERMIT FOR AN OFFSITE LAYDOWN AREA.
11. OTHER PERMITS: THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR THE ERECTION AND OPERATION OF PLANS/CRUSHER.
12. AIR SPACE LIMITATIONS/7460’S/NOTAMS: THE CONTRACTOR SHALL SUBMIT ALL NECESSARY FORM 7460’S TO FAA AND COORDINATE ALL NECESSARY NOTAMS WITH THE CONTRACTING OFFICER. APPROVAL OF 7460’S IS NOT GUARANTEED. REFER TO AIRSPACE
IMAGINARY SURFACE LIMITATION NOTES.
HAUL ROUTES:
1. LOCATION: CONTRACTOR SHALL UTILIZE HAUL ROUTES (PRIMARY) AS SHOWN ON SHEET G-002. THE CONTRACTOR SHALL BE ADVISED THAT, FOR BASE SECURITY, JBCHS MAY CLOSE VEHICLE GATE -3 (V-3) AT ANY TIME WITHOUT NOTICE. THE CONTRACTOR SHALL UTILIZE HAUL ROUTE # 2 AND VEHICLE GATE – 5 (V-5) TO GAIN ACCESS TO SPECIFIED WORK AREAS AT NO ADDITIONAL COST TO THE GOVERNMENT WHEN GATE V-3 IS CLOSED BY JBCHS. THE CONTRACTOR SHALL BE ADVISED THAT ALL TRAFFIC GOING THROUGH RIVERS
GATE WILL BE SCANNED BY SECURITY.
2. EXISTING ROADS: HAUL ROUTES UTILIZING EXISTING BASE ROADWAYS WILL REMAIN OPEN TO PATRON TRAFFIC AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE ALL NECESSARY PROTOCOLS TO INSURE SAFETY TO THE GENERAL PUBLIC ON ALL
HAUL ROUTES.
3. DAMAGE: THE CONTRACTOR SHALL PREPARE A PHOTOGRAPHIC RECORD OF EXISTING ROADWAYS PRIOR TO CONSTRUCTION. DAMAGE TO EXISTING ROADWAYS, CAUSED BY CONSTRUCTION TRAFFIC, SHALL BE REPAIRED TO THE GOVERNMENT’S SATISFACTION AT NO
ADDITIONAL COST.
4. TRAFFIC CONTROL: IF DEEMED NECESSARY BY EITHER THE CONTRACTOR OR GOVERNMENT, THE CONTRACTOR SHALL, AT NO ADDITIONAL COST TO THE GOVERNMENT, PREPARE AND SUBMIT A TRAFFIC CONTROL PLAN IN KEEPING WITH THE LATEST MUTCD
MANUAL FOR APPROVAL.
5. FLAGMAN: PROVIDE AND MAINTAIN FLAGMEN TO DIRECT AND CONTROL CONSTRUCTION TRAFFIC WHERE ALL UTILIZED HAUL ROUTES ARE ON ACTIVE ROADWAYS OR ACTIVE AIRFIELD PAVEMENTS, CROSS ACTIVE ROADS OR ACTIVE AIRFIELD PAVEMENTS OR OTHERWISE IMPACT ACTIVE ROADWAYS OR ACTIVE AIRFIELD PAVEMENTS. COORDINATE FLAGMAN LOCATIONS WITH THE CONTRACTING OFFICER.
6. TEMPORARY HAUL ROUTES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTAINING TEMPORARY HAUL ROUTES AS REQUIRES. THE CONTRACTOR SHALL RESTORE HAUL ROUTES TO EXISTING OR BETTER CONDITION AT COMPLETION OF THE
PROJECT.
7. LAND DISTURBANCE PERMIT: IF LOCATED OUTSIDE THE PERMIT AREA OF DISTURBANCE FOR THE PROJECT, THE CONTRACTOR SHALL OBTAIN A SEPARATE LAND DISTURBANCE/STORMWATER PERMIT FOR THE CONSTRUCTION OF HAUL ROUTES.
8. APPEARANCE: THE CONTRACTOR SHALL MAINTAIN THE HAUL ROUTES IN A GOOD STATE OF APPEARANCE.
9. FOD: THE CONTRACTOR SHALL MAINTAIN THE HAUL ROUTES SUCH THAT IT DOES NOT GENERATE OR BECOME A SOURCE OF FOREIGN
OBJECT DEBRIS.
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© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS
FIRE PUMP
HOUSE
BUILDING 64
CORROSION
CONTROL/WASHRACK
BUILDING 63
FFE = 40.00
STORAGE TANK
200,000 GAL.
BLDG. 61
TRANSFORMER
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A1 CONSTRUCTION SAFETY PLAN
NORTH
SCALE: 1" = 30' 0 30' 60'
SHEET KEYNOTES
GENERAL SHEET NOTES
SHEET LEGEND
1. EXISTING INFORMATION SHOWN HEREON WAS OBTAINED
FROM INSTALLATION PROVIDED RECORD DRAWING AND
GEOGRAPHICAL INFORMATION SYSTEM (GIS) FILES. EXACT
LOCATION OF ALL INFORMATION MUST BE FIELD VERIFIED IN
ACCORDANCE WITH GENERAL CIVIL NOTES 4, 6, AND 10 ON
SHEET C-002.
2. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
3. REFER TO C-002 FOR GENERAL CIVIL NOTES.
1. LOW PROFILE BARRICADE - DETAIL C1/C-501
2. 32" HIGH WATER FILLED INTERLOCKING JERSEY STYLE
BARRIER
CONSTRUCTION FREE ZONE LIMIT
CONSTRUCTION
FREE ZONE LIMIT
CONSTRUCTION
FREE ZONE LIMIT
CONSTRUCTION
FREE ZONE LIMIT
WATER FILLED INTERLOCKING
JERSEY STYLE BARRIER
LOW PROFILE BARRICADE
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ST
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ST
ST
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ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST
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U D
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U C
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FIRE PUMP
HOUSE
BUILDING 64
CORROSION
CONTROL/WASHRACK
BUILDING 63
FFE = 40.00
STORAGE TANK
200,000 GAL.
U C
U C
U C
U C
U C
UC
UC
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U D
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A1 GRADING AND EROSION CONTROL PLAN
NORTH
SCALE: 1" = 20' 0 20' 40'
SHEET KEYNOTES
GENERAL SHEET NOTES
1. MATCH EXISTING GRADE
2. TEMPORARY SILT FENCE - DETAIL B1/C-503
3. TEMPORARY CONSTRUCTION ENTRANCE - DETAIL A6/C-501
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1. EXISTING INFORMATION SHOWN HEREON WAS OBTAINED
FROM INSTALLATION PROVIDED RECORD DRAWING AND
GEOGRAPHICAL INFORMATION SYSTEM (GIS) FILES. EXACT
LOCATION OF ALL INFORMATION MUST BE FIELD VERIFIED IN
ACCORDANCE WITH GENERAL CIVIL NOTES 4, 6, AND 10 ON
SHEET C-002.
2. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
3. REFER TO C-002 FOR GENERAL CIVIL NOTES.
4. CONTRACTOR SHALL PERFORM A FIELD SURVEY PRIOR TO
CONSTRUCTION.
5. CONTRACTOR SHALL SEED AND FERTILIZE ALL DISTURBED
PERVIOUS AREA INCLUDING BUILDING 61 DEMOLISHED SITE
PER SPECIFICATION 32 92 19 SEEDING.
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ABC-SEPARATION LAYER6"
7"
F1 REINFORCED PCC PAVEMENT
NO SCALE
PCC
24" COMPACTED SUBGRADE PER
SPECIFICATION 31 00 00
XXXX
6' MINIMUM (SEE SITE PLAN)
1/2" EXPANSION JOINT BETWEEN WALK AND PAVING OR
ADJACENT STRUCTURE AND AT ALL CONSTRUCTION JOINTS
4" THICK 4,000 PSI @ 28 DAYS FINISHED
GRADE
4" CRUSHED AGGREGRATE (ABC)
NOTES:
1.) ALL CONTROL JOINTS SHALL BE HAND TOOLED AND
NOT SAW-CUT
2.) MAXIMUM CROSS SLOPE IS 1
4 " PER 1-FT
F4 4" CONCRETE SIDEWALK
NO SCALE
C1 LOW PROFILE BARRICADE
NO SCALE
COMPACTED SUBGRADE
REINFORCEMENT -
RE CONCRETE REINFORCEMENT NOTES C-502
FLUORESCENT ORANGE AND
FLUORESCENT WHITE STRIPES
NOTES:
1. LOW PROFILE BARRICADES SHALL MEET FAA AC 150/5370-2F (OR CURRENT EDITION).
2. THE LOCATION OF THE BARRICADES AS SHOWN REPRESENTS THE MOST TYPICAL LOCATIONS. ACTUAL LOCATION OF THE
BARRICADES FOR WORK AREA SHALL BE COORDINATED WITH AIRFIELD MANAGER AND COR.
3. BARRICADES SHALL BE PLACED END TO END WITH NO GAPS ACROSS FULL WIDTH OF PAVEMENT CLOSED TO TRAFFIC INCLUDING
SHOULDERS.
4. FLASHING LIGHTS SHALL BE AT LEAST FIVE CANDELAS EFFECTIVE INTENSITY AND FLASH RATE AT A RATE OF 55 TO 160 FLASHES
PER MINUTE.
5. BARRICADES SHALL BE TEMPORARILY REMOVED AND REINSTALLED BY THE CONTRACTOR AS NEEDED TO MINIMIZE THE IMPACT OF
THIS PROJECT ON AIRPORT OPERATIONS.
6. CONTRACTOR SHALL MAINTAIN ALL LOW PROFILE BARRICADES FOR THE DURATION OF THE PROJECT.
6-INCH - 12-INCH WIDE
PAINTED STRIPES
WATER FILLED WEIGHTED BARRIER,
10" X 10" X 8' LONG, PAINTED TWO
SIDE AND TOP AS NOTES.
SOLAR POWERED (WITH BATTERY BACK-UP)
RED LIGHT MOUNTED ON BARRICADE, TWO
PER BARRICADE, OR APPROVED EQUAL 20-INCH X 20-INCH
FLUORESCENT ORANGE
FLAG. TWO PER BARRICADE.
(2) GALVANIZED STEEL SADDLE
CLIPS WITH FASTENERS
BARRICADES SHALL BE
FASTENED TOGETHER
TO FORM A CONTINUOUS
LINE FROM END TO END.
NOTES:
1. STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED AT ALL POINTS WHERE TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND
MOVING DIRECTLY ONTO A PUBLIC ROAD.
2. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF SITE. WASHDOWN FACILITIES SHALL BE REQUIRED AS DIRECTED BY SCDOT AS NEEDED. WASHDOWN AREAS IN GENERAL MUST BE ESTABLISHED WITH CRUSHED GRAVEL AND DRAIN INTO A SEDIMENT TRAP OR SEDIMENT BASIN. CONSTRUCTION ENTRANCES SHOULD BE USED IN CONJUNCTION WITH THE STABILIZATION OF CONSTRUCTION ROADS TO REDUCE
THE AMOUNT OF MUD PICKED UP BY VEHICLES.
3. REMOVE ALL VEGETATION AND ANY OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
4. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM STONES TO A SEDIMENT TRAP OR BASIN.
5. INSTALL A CLASS 2 NON-WOVEN GEOTEXTILE FABRIC THAT MEETS THE REQUIREMENTS OF SECTION 804 OF THE STANDARD SPECIFICATIONS
FOR HIGHWAY CONSTRUCTION, LATEST EDITION, PRIOR TO PLACING ANY STONE.
6. MINIMUM DIMENSIONS OF THE ENTRANCE SHALL BE 24-FT WIDE X 100-FT LONG, AND MAY BE MODIFIED AS NECESSARY TO ACCOMMODATE
SITE CONSTRAINTS.
7. INSPECT CONSTRUCTION ENTRANCES EVERY SEVEN (7) CALENDAR DAYS. CHECK FOR MUD AND SEDIMENT BUILDUP, AS WELL AS PAD INTEGRITY. MAINTENANCE IS REQUIRED MORE FREQUENTLY IN WET WEATHER CONDITIONS. RESHAPE THE STONE PAD AS NEEDED FOR
DRAINAGE AND RUNOFF CONTROL.
8. WASH OR REPLACE STONES AS NEEDED AND AS DIRECTED BY THE ENGINEER. THE STONE IN THE ENTRANCE SHOULD BE WASHED OR REPLACED WHENEVER THE ENTRANCE FAILS TO REDUCE MUD BEING CARRIED OFF SITE BY VEHICLES. FREQUENT WASHING WILL EXTEND
THE USEFUL LIFE OF STONE.
9. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD
ONLY BE USED WHEN THE WATER CAN BE DISCHARGED TO A SEDIMENT TRAP OR BASIN.
10. REPAIR ANY BROKEN PAVEMENT IMMEDIATELY.
11. USE AGGREGATE NO. 1, 2, 24, OR 3 AS CONSTRUCTION ENTRANCE MATERIAL.
12. PAY ITEM: 8156490 STABILIZED CONSTRUCTION ENTRANCE_____SY
A6 TEMPORARY CONSTRUCTION ENTRANCE
NO SCALE
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IT
H
AD
DE
N
DU
M
/4
/2
1 1.9 2 11 11.1 123 4 5 6 7 8 9 10
A
B
C
D
E
F
G
H
J
K
L
CJCJCJ CJ
CJ CJ CJ CJ
CJ CJ CJ CJ
CJCJCJ CJ
CJ CJ CJ CJ
CJ CJ CJ CJ
CJCJCJ CJ CJ CJ CJ CJ CJ CJ CJ CJ
CJCJCJ CJ
CJ CJ CJ CJ
CJ CJ CJ CJ
CJCJCJ CJ
CJ CJ CJ CJ
CJ CJ CJ CJ
CJ CJ CJ CJ CJ CJ CJ CJ
CJ CJ CJ CJ
CJ CJ CJ CJ
CJ CJ CJ
CJ CJ CJ CJ CJ
CJ
CJ CJ
CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ
CJ CJ CJ
CJ CJ CJ CJ CJ
CJ CJ CJ
CJ CJ CJ
CJ CJ CJ CJ CJ
CJ CJ CJ
CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ
CJ CJ CJ
CJ CJ CJ CJ CJ
CJ CJ CJ
CJ CJ CJ CJ CJ CJ CJ
CJ CJ CJ
CJ CJ CJ
/8
/8 "1
/2
28' - 0" 6" 19' - 8" 20' - 4" 26' - 6" 24' - 10 1/2" 19' - 3" 24' - 10 1/2" 26' - 6" 20' - 4" 19' - 8" 6" 28' - 0"
CJ CJ CJ CJ CJ
CJ CJ CJ CJ
CJ CJ CJ CJ
CJ CJ CJ CJ
CJ CJ CJ CJ
CJ CJ CJ CJ CJ
CJ CJ CJ CJ CJ
12' - 6" 12' - 6" 12' - 6" 12' - 6"
8.18.2 8.3
S-401
A1
A1
S-501
TYP.
A1
S-501
EXTENT OF
EXISTING STOOP
D E
S
IG
N E
D B
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C H
E C
K E
D B
Y
D A
T E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
R E
V D
E S
C R
IP
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IO
N
PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
D E
P A
R T
M E
N T
O F
T H
E A
IR
F
O R
C E
A
IR
M O
B
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Y
C O
M M
A N
D C
H A
R L
E S
T O
N , S
C
D R
A W
IN
G
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V
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N
S D
A T
E P
R E
P B
Y A
P P
R 'D
D R
A W
N B
Y
S U
P V
C
H E
N G
R
RECORD DRAWING DATE:
S-101
O V
E R
A L L F
O U
N D
A T
IO
N
P L A
N
JO
IN
T B
A S
E C
H A
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T O
N
A . M
A G
IN
N
IS
J.
S P
E E
R S
A P
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CERTIFIED FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION
R E
P A
IR
A
IR
C
R A
F T
M A
IN
T
E N
A N
C E
F A
C
IL
IT
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B .6
DKXF 1069825
J.
A
L D
A Z
C
H A
N G
E D
IN
A
C C
O R
D A
N C
E W
IT
H
A D
D E
N D
U M
/4
/2
1/16" = 1'-0"A1
OVERALL FOUNDATION PLAN
0 4' 8' 16' 32'
NORTH
1. EXISTING FINISHED FLOOR EL. = 100'-0".
2. "CJ" INDICATES EXISTING SLAB JOINT (VARIOUS TYPES).
1. SEE E1 / S-502 FOR TYPICAL ELECTRICAL ROOM SLAB
REPAIR DETAIL AT DEMOLISHED SLAB SURROUNDING
CORRODED CONDUIT.
2. NEW CONCRETE STOOP AT NEW EXTERIOR DOOR.
SEE ARCH. FOR PLAN DIMENSIONS.
3. SAW-CUT NEW DOOR IN CMU WALL. SEE DETAIL F1 /
S-510 FOR LINTEL DETAIL.
4. NEW EXTERIOR DOORWAY. SEE ARCH.
GENERAL SHEET NOTES
SHEET KEYNOTES
INDICATES EXTENTS OF NEW CONCRETE SLAB
PANELS REINF. WITH WELDED WIRE
REINFORCING.
LEGEND
A R
M
6 7 8
B
C
D
CJ
CJ CJ NCJ NCJ
CJ
CJ CJ CJ CJ
NCJ NCJ NCJ NCJ NCJ
CJ CJ CJ CJ CJ
CJ CJ NCJ NCJ NCJ
NCJ NCJ NCJ NCJ
12' - 6" 12' - 6" 12' - 6" 12' - 6"
D1
S-501
D1
S-501
F3
S-501
F3
S-501
1 1 1 1
F6
S-501
TYP. AT JOINTS
BETWEEN NEW
SLAB PANELS
D4
S-501
HANGER DOOR
PANELS
NCJ NCJ NCJ NCJ
NEW SLAB PANELS
NEW SLAB PANELS
D E
S
IG
N E
D B
Y
C H
E C
K E
D B
Y
D A
T E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
R E
V D
E S
C R
IP
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PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
D E
P A
R T
M E
N T
O F
T H
E A
IR
F
O R
C E
A
IR
M O
B
IL
IT
Y
C O
M M
A N
D C
H A
R L
E S
T O
N , S
C
D R
A W
IN
G
R E
V
IS
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N
S D
A T
E P
R E
P B
Y A
P P
R 'D
D R
A W
N B
Y
S U
P V
C
H E
N G
R
RECORD DRAWING DATE:
S-401
F L O
O R
S L A
B P
L A
N
JO
IN
T B
A S
E C
H A
R L
E S
T O
N
A . M
A G
IN
N
IS
J.
S P
E E
R S
A P
R
IL
CERTIFIED FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION
R E
P A
IR
A
IR
C
R A
F T
M A
IN
T
E N
A N
C E
F A
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B .6
DKXF 1069825
J.
A
L D
A Z
C
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C C
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D A
N C
E W
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D E
N D
U M
/4
/2
1/4" = 1'-0"A1
ENLARGED PARTIAL CONCRETE FLOOR PLAN
0 1' 2' 4' 8'
NORTH
1 ADD (6) 11" THICK CONCRETE SLAB PANELS TO
REPLACE DEMOLISHED SLABS (SEE SD-101).
REINFORCE WITH 6x6 W4.0xW4.0 W.W.R. AT 2 1/2"
BELOW TOP OF SLAB.
2. THE CONTRACTOR SHALL PRICE TWO ADDITIONAL 11"
THICK SLAB PANEL DEMOLITIONS AND REPLACEMENTS
AT LOCATIONS TO BE DETERMINED DURING
CONSTRUCTION BY THE CONTRACTING OFFICER.
SHEET KEYNOTES
1. EXISTING FINISHED FLOOR EL. = 100'-0".
2. "CJ" INDICATES EXISTING CONTROL OR CONSTRUCTION
JOINT.
3. "NCJ" INDICATES NEW CONTROL OR CONSTRUCTION
JOINT.
GENERAL SHEET NOTES
INDICATES EXISTING SLAB PANELS
LEGEND
A R
M
FINISHED FLOOR
100'-0"
T.O. HANGAR DOORS
165'-1"
A B C D E F H J K L
E3
AE301
TRANSLUCENT PANEL
SILL
114'-4"
RESTROOM
SHOWER
FIRE
RISER
ROOM
HANGAR
G
FINISHED FLOOR
100'-0"
T.O. HANGAR DOORS
165'-1"
1.9211.1 11 345678910 A3
AE301
TRANSLUCENT PANEL
SILL
114'-4"
HANGAR
2 9
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PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
DE
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RECORD DRAWING DATE:
AE301
BU
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CERTIFIED FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION
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1/16" = 1'-0"A3 BUILDING SECTION
1/16" = 1'-0"E3 BUILDING SECTION
0' 4' 8' 16' 32'
0' 4' 8' 16' 32'
SHEET KEYNOTES
1 PAINT EXISTING INSULATED METAL WALL PANELS
2 REPLACE AND REFLASH TRANSLUCENT PANEL SYSTEM
(BID OPTION) RE: DETAILS SHEETS
3 CLEAN EXISTING BRICK, TYP.
4 EXTERIOR PERSONNEL DOOR LEAVES TO BE
REPLACED. DOOR FRAMES TO BE PAINTED
5 INSULATED METAL DOOR AND FRAME
6 TPO ROOF SYSTEM OVER 1/2" HD POLYISO, ON 5"
RIGID INSULATION, ON METAL DECK
7 PREFINISHED METAL GUTTERS TO MATCH STANDING
SEAM METAL ROOF,
8 2" STANDING SEAM METAL ROOF ON SLIP SHEET ON
SELF ADHERING UNDERLAYMENT, ON 5" RIGID
INSULATION ON 3" METAL DECK
9 CLEAN EXISTING TRANSLUCENT PANEL SYSTEM (BASE
BID) REMOVE ALL RUST AND MILDEW. PAINT EXISTING
STEEL STRUCTURE
10 EXISTING PREFINISHED DOWNSPOUT TO REMAIN TIE
INTO NEW GUTTERS, REPAIR DAMAGE TO DOWNSPOUT
AND BRICK BASE AS REQUIRED.
11 HVAC EQUIPMENT, RE: MECHANICAL
GENERAL NOTES
1 (BID OPTION) IN THE ENTIRE HANGAR BAY, STRIP ALL
EXISTING INTERIOR PAINT, PREPARE ALL SURFACES
FOR NEW FINISHES INCLUDING BUT NOT LIMITED TO
WALLS, CEILINGS, STRUCTURE, PIPING, AND CONDUIT.
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EXTERIOR FINISHES
CODE MFR/DESCRIPTION
MASONRY
MATCH EXISTING
INSULATED METAL:
KINGSPAN / KS SERIES, MICRO-RIB, COLOR: BONE WHITE
ROOF:
SSMR BERRIDGE / ZEE-LOCK PANEL, COLOR: DARK BRONZE
TPO CARLISLE SYSTEMS / TPO SINGLE-PLY, COLOR: WHITE
GUTTERS:
FACTORY FINISH, DARK BRONZE
DOWNSPOUTS:
FACTORY FINISH, COLOR TO MATCH METAL WALL PANEL
DOORS AND FRAMES:
DOORS FACTORY FINISH, DARK BRONZE
FRAMES FACTORY FINISH, DARK BRONZE
WINDOWS:
FRAMES FACTORY FINISH, DARK BRONZE
PAINT:
P-5 SHERWIN WILLIAMS / SW7554 STEAMED MILK
P-6 SAFETY YELLOW
EXTERIOR SIGNAGE:
MESSAGE REFLECTIVE WHITE
BACKGROUND AMS STANDARD 10055
INTERIOR FINISHES GENERAL SHEET NOTES
CODE MFR/DESCRIPTION
FLOORS:
T-TILE
T-1 DALTILE / PORTFOLIO, COLOR: PF06 IRON GREY, SIZE: 12 X 24,
INSTALLATION: BRICK JOINT, GRT-1
T-4 DALTILE / PORTFOLIO, COLOR: PF06 IRON GREY,
SIZE: 2 X 2 STRAIGHT JOINT, INSTALLATION: STRAIGHT, GRT-1
SC-SEALED CONCRETE
SC-1 SEALED CONCRETE
WALLS:
T-TILE
T-2 DALTILE / PORTFOLIO, COLOR: PF04 DOVE GREY, SIZE: 12 X 24,
INSTALLATION: BRICK JOINT, GRT-1
T-3 DALTILE / KEYSTONES, STYLE: HEXAGON, COLOR: GALAXY,
SIZE: 12 X 12, INSTALLATION: STRAIGHT, GRT-1
P-PAINT
P-1 SHERWIN WILLIAMS / SW6232 MISTY
P-2 SHERWIN WILLIAMS / SW7654 LATTICE
P-3 SHERWIN WILLIAMS / SW7006 EXTRA WHITE
P-4 SHERWIN WILLIAMS / SW6233 SAMOVAR SILVER
TB-TILE COVE BASE
TB-1 DALTILE / PORTFOLIO, COLOR: PF06 IRON GREY, SIZE: 6" X 12",
INSTALLATION: BRICK, GRT-1
RB-RESILIENT WALL BASE
RB-1 ROPPE / 700 SERIES WALL BASE, STYLE: STANDARD,
COLOR: 174 SMOKE
CEILINGS:
ACT-ACOUSTICAL CEILING TILE
ACT-1 ARMSTRONG / ULTIMA BEVELED 24"X24"
GYPSUM CEILING
PAINT MATCH P-3
GRT-GROUT
GRT-1 QUARTZLOCK / URETHANE GROUT, COLOR: 320 SILVER GRAY
DOORS:
METAL DOORS MATCH P-2
DOOR FRAMES:
METAL MATCH P-2
SSM-SOLID SURFACE MATERIAL
SSM-1 CORIAN / MINERAL
WINDOW SILLS:
NOT USED
A COLORS LISTED ARE FOR COLOR IDENTIFICATION PURPOSES ONLY. THIS
LISTING IS NOT INTENDED TO LIMIT SELECTION OF SAME QUALITY AND
SIMILAR COLORS, TEXTURES AND PATTERNS FROM OTHER
MANUFACTURERS.
B TILE GROUT JOINTS ARE TO BE 1/8" WIDE, TYPICAL.
C REFER TO THE INSTALLATION FACILITY STANDARDS FOR EXTERIOR
MATERIALS.
DE
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B Y:
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PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
DE
PA
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CH
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RECORD DRAWING DATE:
AF001
FI
N
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CERTIFIED FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION
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12 13
11 11
1'- 6"
3'-0"
2" 2" 2'-4"
2" 2"
9" 1 1
/2"
1'-0" 1'-
6"
1 1 /2"
9"
(2, 8 m m)
8'- 0"
TB-1
T-2
T-3
T-2
6"3'- 0"
1'-
0"TO
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2 3 4 5 6 7 8 9 10
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PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
DE
PA
RT
ME
NT
O
F T
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A
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FO
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AI
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RECORD DRAWING DATE:
AI102
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CERTIFIED FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION
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1/2" = 1'-0"E2 RESTROOM 103 - WEST ELEVATION
1/2" = 1'-0"E4 RESTROOM 103 - SOUTH ELEVATION
1/2" = 1'-0"E7 RESTROOM 103 - EAST ELEVATION
1/2" = 1'-0"E6 RESTROOM 103 - NORTH ELEVATION
0' 2' 4'6" 1' - 0"0' 2' 4'6" 1' - 0" 0' 2' 4'6" 1' - 0"
0' 2' 4'6" 1' - 0"
1/2" = 1'-0"A1
LOCKER ROOM 101 - EAST
ELEVATION
1/2" = 1'-0"A4
LOCKER ROOM 101 - WEST
ELEVATION
1/2" = 1'-0"A7
LOCKER ROOM 101 - NORTH
ELEVATION
1/2" = 1'-0"C7
LOCKER ROOM 101 - SOUTH
ELEVATION
SHEET KEYNOTES
TILE LEGEND
1 ALL DIMENSIONS ARE TO FACE OF BLOCK OR
FACE OF STUD, UNLESS NOTED OTHERWISE
2 ALL COMPONENTS (I.E. WATER CLOSET, GRAB BARS,
LAVATORY, SHOWER SEAT, LOCKERS, SOAP
DISPENSERS, TOILET AND PAPER TOWEL DISPENSERS,
ETC.) MUST BE PROVIDED BY CONTRACTOR.
0' 2' 4'6" 1' - 0" 0' 2' 4'6" 1' - 0" 0' 2' 4'6" 1' - 0"
0' 2' 4'6" 1' - 0"1/2" = 1'-0"C1 SHOWER 102 - EAST ELEVATION
1/2" = 1'-0"C2 SHOWER 102 - NORTH ELEVATION
1/2" = 1'-0"C6 SHOWER 102 - SOUTH ELEVATION
1/2" = 1'-0"C4 SHOWER 102 - WEST ELEVATION
GENERAL NOTES
1 RE: TILE LEGEND
2 CUSTOM STAINLESS STEEL SUPPORT BRACKET AS
DIMENSIONED
3 ABA FLOOR MOUNTED WATER CLOSET, RE: PLUMBING
4 36" GRAB BAR
5 42" GRAB BAR
6 WALL-MOUNTED LAVATORY, RE: PLUMBING
7 ABA SHOWER SEAT
8 SHOWER GRAB BARS
9 SHOWER HEAD AND CONTROLS
10 24" X 36" WALL-MOUNTED MIRROR
11 LOCKERS (CFCI)
12 SOAP DISPENSER
13 PAPER TOWEL DISPENSER
14 TOILET PAPER DISPENSER
15 SOLID SURFACE BENCH BOLTED TO BRACKETS
16 CURTAIN ROD
17 ROBE HOOK
0' 2' 4'6" 1' - 0"0' 2' 4'6" 1' - 0"0' 2' 4'6" 1' - 0"0' 2' 4'6" 1' - 0"
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PLUMBING FIXTURE SCHEDULE
PLAN
MARK
TYPE DESCRIPTION
P-1 WATER CLOSET, WALL MOUNTED - ABA
WALL HUNG, 1.1 GPF, 1-1/2" INLET SPUD, VITREOUS CHINA, ELONGATED RIM, MANUALLY OPERATED, WHITE OPEN SEAT, MOUNT RIM 17" A.F.F.
P-2 LAVATORY, WALL-MOUNTED VITREOUS CHINA, FRONT OVERFLOW, WALL MOUNTING CARRIER AND TEMPLATE TO BE SUPPLIED, P-TRAP TO HAVE INTEGRAL CLEANOUT.
P-2 LAVATORY, FAUCET CAST BRASS CENTERSET CONSTRUCTION, CHROME PLATED, MANUALLY OPERATED, 0.5 GPM.
P-3 SHOWER BASIN - ABA 66" x 36" SOLID SURFACE SHOWER BASIN, ONE PIECE CONSTRUCTION, ROLL-IN TYPE.
P-3 SHOWER, FAUCET - ABA
36" SLIDE BAR WITH HAND SHOWER, 1.5 GPM, INTEGRAL VACUUM BREAKER, METAL HOSE, POLISHED CHROME FINISH, SINGLE LEVER CONTROL, PROVIDE
MIXING VALVE SET TO PROVIDE 120° F MAXIMUM.
P-4 WATER FOUNTAIN - ABA
STAINLESS STEEL, WALL MOUNTED, BI-LEVEL, HANDS FREE, 8 GPH WATER COOLER, BOTTLE FILLER, FILTER, AND VISUAL FILTER MONITOR.
WH WALL HYDRANT 3/4" SELF DRAINING, NON-FREEZING, INTEGRAL VACUUM BREAKER, CHROME PLATED BOX AND DOOR EXTERIOR FINISH.
REMARKS:
1. ALL PLUMBING FIXTURES WILL BE INSTALLED COMPLETE WITH ACCESIBLE VALVE OR STOPS. COORDINATE WITH ARCHITECTURAL DRAWINGS.
2. COORDINATE INSTALLATION OF FIXTURES. VERIFY PROPER SPACE AND ARRANGEMENT OF HANGERS AND SUPPORTS.
PLUMBING FIXTURE CONNECTION SCHEDULE
PLAN
MARK DESCRIPTION SANITARY VENT
COLD
WATER HOT WATER
P-1 WATER CLOSETS 4" 3" 1-1/4" -
P-2 LAVATORIES 1-1/2" 1-1/2" 1/2" 1/2"
P-3 SHOWERS 2" 1-1/2" 3/4" 3/4"
P-4 WATER FOUNTAIN 1-1/2" 1-1/2" 1/2" -
WH WALL HYDRANT - - 3/4" -
DOMESTIC WATER HEATER SCHEDULE
PLAN MARK
STORAGE
VOLUME (GAL)
RECOVERY CAPACITY AT 90° F
RISE (GPH)
CAPACITY (KW) LWT (° F) VOLT/PH/HZ REMARKS
WH-1 50 82 18 140 480/3/60 1,2
REMARKS:
1. EQUIPMENT TO BE ON CONCRETE PAD.
2. ASME TEMPERATURE AND PRESSURE RELIEF VALVE.
PUMP SCHEDULE
PLAN
MARK TYPE CAPACITY (GPM) TOT. HEAD (FT) INLET/OUTLET DIAMETER (IN)
MOTOR
VOLT/PH/HZ REMARKSHP
P-1 VERTICAL TURBINE 50 590 2 20 480/3/60 1,2,3,4,5,6
REMARKS:
1. BASED ON EXISTING PUMP. PUMP APPEARS TO BE XYLEM LOWARA 15SV09 BASED ON MOTOR NAMEPLATE DATA, SITE VISIT PHOTOS.
2. BASE MOUNT PUMP ON CONCRETE PAD.
3. PUMP SHALL HAVE MAINTENANCE DISCONNECT. SEE ELECTRICAL SPECIFICATIONS.
4. MINIMUM PUMP EFFICIENCY OF 70%.
5. PROVIDE VFD AND VFD RATED MOTOR.
6. STARTERS AND DISCONNECTS PROVIDED BY UNIT MANUFACTURER.
AIR COMPRESSOR
PLAN MARK TYPE SYSTEM TANK VOLUME (GAL) MOTOR (HP) ACFM
MAX TANK PRESSURE
(PSI)
BASIS OF DESIGN VOLT/PH/HZ REMARKS
AC-1 TANK MOUNTED COMPRESSED AIR 120 7.5 24.9 125.0
GARDNER
DENVER L05
208/3/60 1,2,3,4,5,6
REMARKS
1. OIL FLOODED, SINGLE STAGE ROTARY SCREW AIR COMPRESSOR.
2. AIR COOLED.
3. TEFC MAIN MOTOR.
4. TWO STAGE AIR FILTER.
5. PROVIDE AUTOMATIC CONDENSATE DRAIN VALVE.
6. PROVIDE MOISTURE SEPARATOR.
EXPANSION TANK SCHEDULE
PLAN MARK TYPE SYSTEM
MIN. TANK VOLUME
(GAL)
MIN. ACCEPTANCE
VOLUME (GAL)
MIN TANK PRESSURE
(PSI)
MAX TANK PRESSURE
(PSI)
MAX OPERATING
TEMP. (DEG F)
REMARKS
ET-1 BLADDER DOMESTIC HOT WATER 1.3 0.2 10.8 15.8 140 1,2,3,4,5,6
REMARKS
1. TANK TO BE SELF SUPPORTED FROM PIPING. 5. BUTYL RUBBER BLADDER.
2. CARBON STEEL OUTER SHELL. 6. DESIGNED AND CONSTRUCTED PER ASME CODE SECTION VIII, DIV. 1.
3. EPOXY FINISH ON OUTER SHELL.
4. POLYPROPYLENE LINER.
D E
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PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
D E
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RECORD DRAWING DATE:
P-601
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CERTIFIED FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION
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DKXF 1069825
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OFFICE
BREAK
LOCKER ROOM
SHOWER
RESTROOM
MECHANICAL
ELECTRICAL
TOOL CRIB
HANGAR
UH-4
UH-6
UH-8 UH-9
UH-7
UH-5
M-402
A3
SS-1
SS-2
EF-11
EF-1
EF-2
EF-3
EF-4 EF-8
EF-7
EF-6
EF-5
1 121.9 2 11.111
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B
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F
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3 4 5 6 7 8 9 10 M-401
A1
M-401
A5
HP-1
HP-2
K.3
K.2
K.1
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8.1 8.2 8.3
UH-2
UH-1
UH-3
5 5
EF-9
EF-10
(E) AHU-1
(E) AHU-2
(E) AHU-3
(E) AHU-7 (E) AHU-8
(E) AHU-4
(E) AHU-5
(E) AHU-6
2 1/2" HWS 3" HWS
3" HWR
2 1/2" HWR
2" HWR
2" HWS
1 1/2" HWR
1 1/2" HWS
3" HWS
3" HWR
1 1/2" HWR
1 1/2" HWS
2" HWR
2" HWS
2" HWR
2" HWS
4" HWS
4" HWR
1 1/2" HWR
1 1/2" HWS
2" HWS
2" HWR
4" HWR 4" HWS
2" HWS
2" HWR
1 1/2" HWS 1 1/2" HWR
4" HWS
4" HWR
3/4" HWS
3/4" HWR
2" HWS
2" HWR
3" HWS
3" HWR
2" HWR
2" HWS
3" HWS
3" HWR
2 1/2" HWS
2 1/2" HWR
2" HWR
2" HWS
3/4" HWS
3/4" HWR
3/4" HWS
3/4" HWR
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PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
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RECORD DRAWING DATE:
M-101
M E
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A
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S
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D . W
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A K
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1. SEE SHEETS M-001 AND M-002 FOR LEGEND,
ABBREVIATIONS, AND GENERAL NOTES.
1. EXISTING H&V UNIT TO REMAIN.
2. NEW DOWNFLOW UNIT HEATER. REUSE EXISTING
PIPING, PROVIDE NEW VALVES, CONTROLS, AND
SEISMIC BRACING AS REQUIRED.
3. EXISTING HOT WATER PIPING TO REMAIN, UNLESS BID
OPTION IS AWARDED, SEE KEYNOTE 5, THIS SHEET,
BELOW.
4. NEW WALL MOUNTED PROPELLER EXHAUST FAN.
CONTRACTOR SHALL FIELD VERIFY SIZE OF EXISTING
OPENING AND COORDINATE PRIOR TO ORDERING
REPLACEMENT FAN TO ENSURE THAT NEW FAN MAY
BE INSTALLED IN THE EXISTING WALL OPENINGS.
PROVIDE NEW MOTOR OPERATED DAMPERS,
CONTROLS, ETC...
5. BID OPTION TO REPLACE EXISTING HWS/HWR FROM
MECHANICAL EQUIPMENT BACK TO MECHANICAL
ROOM PENETRATION POINTS AS SHOWN. REFER TO
CLIN SCHEDULE ON SHEET G-001. IF BID OPTION IS
AWARDED, CONTRACTOR SHALL REPLACE ALL
EXISTING HOT WATER SUPPLY AND RETURN PIPING
OUTSIDE OF THE MECHANICAL ROOM, INCLUDING ALL
VALVES, SENSORS, FITTINGS, AND INSULATION FROM
ALL HEATING EQUIPMENT BACK TO EXISTING HOT
WATER MAINS IN MECHANICAL ROOM.
6. NEW EXHAUST FAN.
GENERAL SHEET NOTES
SHEET KEYNOTES
1/16" = 1'-0"A2
MECHANICAL HVAC OVERALL…
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