FA449720R0045 QandA Attach 1 - B520 As-Builts.pdf

ASBESTOS ADVISORY

This facility contains asbestos which shall be removed under this contract.

The asbestos contaminated material as noted on Sheets H-1 and H-2 located in Building 520 shall be considered asbestos containing material. All of these materials must be handled and disposed of in strict conformance with section

02080 of the technical specifications.

LEAD ADVISORY

Paint and/or protective coatings as noted on Sheet H-1 in Building 520 contain lead. They must be handled in strict accordance with the Department of Labor

Occupational Safety and Health Administration (OSHA) 29 CFR Part 1926.

Note in particular subpart "D" new section 1926.62 concerning employee protection requirements for construction workers exposed to lead. The action level for lead exposure is 30 micrograms per cubic meter of air as an eight-hour time weighted average.

Handle and dispose of lead contaminated waste in strict accordance with the Resource Conservation and Recovery Act (RCRA) and State of Delaware regulations governing Hazardous Waste (DHW) as construction debris for those units which are to be removed.

DOVER AIR FORCE BASE, DELAWARE

REPAIR PERSONNEL FACILITY #520

PROJECT NO. 921042

PREPARED BY

T-1

RLW

TITLE SHEET

NONE

BALTIMORE, MARYLAND 21230

190 WEST OSTEND STREET

RMF ENGINEERING, INC.

U .S

H W Y

A

VICINITY MAP

N.T.S.

DOVER

S T R T

U.S. HW

Y 113

U .S

H W Y

CAMDEN

U.S. HIGHWAY 113A

DOVER AFB

S T

R T

LITTLE CREEK

INNER HOMER BEACON

ILS MIDDLE MARKER

LOCATION MAP

POL ANNEX

PORT MAHON

DELAWARE BAY

N.T.S.

CH

AD

S

TR

EE

T

U.S.

R

OU

TE

PA

RK

IN

G

T H

S T

TU

SK

EG

EE

S

T T-

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RK

IN

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S-447

T H

S T

67413 67413

AR

NO

LD

D

RIVE

PROJECT SITE

FACILITY 520

POOL

SWIMMING

X

X

67409 67409

S-425

PARKING

FUEL

TANKS

X

ENTRANCE

MAIN

X

X

GA

TE

MA

IN

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NC

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ON

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GOLF COURSE

BERMUDA STREET

T H

S T .524

T-

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PA

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IN

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T-

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X

X

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X

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X

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E A G L E

W A Y

P A R K

IN

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RK

ING

PA

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ING S-

X

X

PA

RK

ING

X

G A L A X Y

S T R E E T

X

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P A R K

IN

G

FIRST FLOOR PIPING PLAN

SCHEMATIC SYSTEM DIAGRAM

SECOND FLOOR MECHANICAL ROOMS - HVAC - DEMOLITION

FIRST FLOOR MECHANICAL ROOM - HVAC - DEMOLITION

SECOND FLOOR PLAN - HVAC - DEMOLITION

FIRST FLOOR PLAN - HVAC - DEMOLITION

MECHANICAL LEGEND AND ABBREVIATIONS

STRUCTURAL SECTIONS, DETAILS & NOTES

STRUCTURAL SECTIONS & DETAILS

TOWER FOUNDATION PLAN & ROOF FRAMING PLANS

ARCHITECTURAL ABBREVIATIONS, LEGEND & FINISH SCHEDULE

DOOR ELEVATIONS, SCHEDULE & DETAILS

SECOND FLOOR ASBESTOS REMOVAL PLAN

FIRST FLOOR ASBESTOS REMOVAL PLAN

MISCELLANEOUS SECTIONS & DETAILS

MISCELLANEOUS SECTIONS & DETAILS

ELEVATOR TOWER SECTIONS & DETAILS

ELEVATOR PART PLAN, SECTION & DETAILS

PART PLANS & SECTIONS

SOUTH ENTRANCE ELEVATION & DETAILS

DRAWING TITLE

SECOND FLOOR DEMOLITION PLAN

MECHANICAL DETAILS

MECHANICAL DETAILSM7-3

M7-1

MD1-4

MD1-3

MD1-2

SECOND FLOOR HVAC PLAN

FIRST FLOOR HVAC PLAN

MECHANICAL NOTES AND LEGEND

M1-4

M1-3

M1-2

M1-1

MO-2

MD1-1

M0-1

S-3

A-2 SECOND FLOOR PLAN

A-18

S-2

S-1

A-11

A-12

A-10

EXTERIOR ELEVATIONS

RETROFIT ROOF FRAMING PLAN

ROOF PLAN

A-9

A-8

A-7

A-6

A-5

A-4

A-3

FIRST FLOOR PLAN

FIRST FLOOR DEMOLITION PLAN

AD-2

A-1

AD-1

H-2

H-1

EXISTING CONDITIONS & DEMOLITION PLAN

TITLE SHEET

C-1

C-2 SITE PLAN

T-1

DWG

NO

E5-1

E6-2

E6-1

LIGHTING FIXTURE DETAILS

LIGHTING FIXTURE DETAILS

POWER RISER DIAGRAM - NEW WORK

SECOND FLOOR PLAN - LIGHTING - NEW WORK

FIRST FLOOR PLAN - LIGHTING - NEW WORK

SECOND FLOOR PLAN - COMMUNICATIONS - NEW WORK

FIRST FLOOR PLAN - COMMUNICATIONS - NEW WORK

SECOND FLOOR PLAN - POWER - NEW WORK

FIRST FLOOR PLAN - POWER - NEW WORK

SECOND FLOOR PLAN - LIGHTING - DEMOLITION

FIRST FLOOR PLAN - LIGHTING - DEMOLITION

SECOND FLOOR PLAN - POWER - DEMOLITION

FIRST FLOOR PLAN - POWER - DEMOLITION

MECHANICAL ROOM - PART PLANS - PLUMBING

PLUMBING LEGEND, ABBREVIATIONS, SCHEDULES & DETAILS

SECOND FLOOR PLAN - PLUMBING - DEMOLITION

FIRST FLOOR PLAN - PLUMBING - DEMOLITION

E4-2

E7-1

E2-4

E3-2

E4-1

E3-1

E2-2

E2-1

E1-4

E1-3

E1-1

E1-2

E0-1

PANELBOARD SCHEDULESPANELBOARD SCHEDULES

ELECTRICAL PART PLANS

ELECTRICAL LEGEND AND ABBREVIATIONS

P2-2

P3-1

P2-1

P1-2

P1-1

PD1-2

PD1-1

P0-1

DWG

NO

PART PLANS - PLUMBING

SECOND FLOOR PLAN - PLUMBING

FIRST FLOOR PLAN - PLUMBING

RISER DIAGRAMS

DRAWING TITLE

INDEX OF DRAWINGS

A-13

A-14

A-15

A-16

A-17

WINDOW ELEVATIONS & DETAILS

MISCELLANEOUS SECTIONS & DETAILS

MISCELLANEOUS SECTIONS & DETAILS

MISCELLANEOUS SECTIONS & DETAILS

MISCELLANEOUS SECTIONS & DETAILS

FIRST FLOOR REFLECTED CEILING PLAN

SECOND FLOOR REFLECTED CEILING PLAN

CANOPIES & TOWER ROOF FRAMING PLANS

A-21

A-20

A-19

M7-4

AUTOMATIC TEMPERATURE CONTROL DIAGRAM - SHEET 1

AUTOMATIC TEMPERATURE CONTROL DIAGRAM - SHEET 2

MECHANICAL DETAILS

SHT

NO NO

SHT

C-3 SITE PLAN - IRRIGATION AREAS

M1-5 SECOND FLOOR PIPING PLAN 43

M1-6

M1-7 SCHEDULES

MECHANICAL ROOM PLAN 44

E2-3 ATTIC PLAN - POWER - NEW WORK

FIRST FLOOR PLAN - FIRE ALARM - NEW WORK

SECOND FLOOR PLAN - FIRE ALARM - NEW WORKE3-4

E3-3

FIRE ALARM RISER DIAGRAM - NEW WORKE3-5

ATTIC PLAN - LIGHTING - NEW WORKE4-3

FACILITY #520

DOVER AIR FORCE BASE DELAWARE

REPAIR PERSONNEL FACILITY

DRAWN BY DESIGNED BY DATE SHEET

SCALE PROJECT NO. DRAWING NO.

AIR MOBILITY COMMAND

CHIEF ENGINEER CIVIL ENGINEER

921042

DATE

SUBMITTED

REV

APPROVED

DESCRIPTION

SEPT 2002

COMMANDER

OF

APPROVED

DRAWN APPR'D

11AUG00

17JUL03

A

B ISSUE FOR BID

ISSUE FOR REVIEW

FTW

FTWEWB

EWB

W4830

26AUG03C ADD NOTE DRP FTW

NEW PADS FOR EQUIPMENT SECTION & DETAILSS-4 32A

M7-2 MECHANICAL DETAILS 48

M1-8 ATTIC HVAC PLAN

1 20AUG04 CHANGE INDEX OF DRAWINGS DTC VPZ

E7-2 82PANELBOARD SCHEDULES

2 08FEB05 CHANGE INDEX OF DRAWINGS CDS CDS

3 03MAR05 ADD ATC SHEETS AGH CDS

3M8-1

M8-2

M8-3 AUTOMATIC TEMPERATURE CONTROL DIAGRAM - SHEET 3 52A 3

C-1

JPW

AS NOTED

MHR

EXISTING CONDITIONS & DEMOLITION PLAN

N

METRIC SCALE 1 : 200

20 4 8 12

FIRE HYDRANT

SPOT ELEVATION

WATER VALVE

CATHODIC PROTECTION

FUEL UNDER/ABOVE GROUD

CIVIL LEGEND

ELECTRICAL

SANITARY SEWER

STORM DRAIN

CONCRETE CURB

DEMOLITION OF EXISTING UTILITY

OR STRUCTURE

7.2

CP

F

CONTOUR

X XFENCE X

8.25

E

SD

SS

V

LIGHT

EXISTING

BUILDING

(DEMO)

(DEMO)

ASPHALT

CONCRETE

7.2

1. NOTIFY THE CONTRACTING OFFICER, IN WRITING, AT LEAST FIFTEEN (15) DAYS IN ADVANCE OF

ANY REQUIRED SHUTDOWNS OF EXISTING UTILITIES. UPON WRITTEN RECEIPT

OF APPROVAL FROM CONTRACTING OFFICER, SHUTDOWNS SHALL BE PERFORMED BETWEEN THE

HOURS OF SIX (6) P.M. AND SIX (6) A.M. OR AS DIRECTED OTHERWISE BY THE

CONTRACTING OFFICER AND SHALL BE ACCOMPLISHED AT NO ADDITIONAL CONTRACT COST.

AT THE END OF EACH SHUTDOWN ALL SERVICES SHALL BE RESTORED SO THAT

2. WHEN WORKING IN AND AROUND THE EXISTING BUILDINGS, EXTREME

CARE SHALL BE EXERCISED WITH REGARD TO PROTECTION OF THE EXISTING STRUCTURE

AND SERVICES WHICH WILL REMAIN. REPAIR, REPLACE, OR RESTORE TO THE

SATISFACTION OF THE CONTRACTING OFFICER ALL EXISTING WORK DAMAGED IN THE

PERFORMANCE OF DEMOLITION AND/OR NEW WORK AT NO EXTRA COST TO THE GOVERNMENT.

3. ALL EXISTING MATERIALS NOT REQUIRED FOR RE-USE OR

RE-INSTALLATION (SHOWN OR OTHERWISE) SHALL BE REMOVED.

ALL EXISTING MATERIALS AND EQUIPMENT WHICH ARE REMOVED

OR INDICATED TO REMAIN THE PROPERTY OF THE GOVERNMENT AND

SHALL BE DELIVERED ON THE PREMISES BY THE CONTRACTOR WHERE DIRECTED

BY THE CONTRACTING OFFICER. ALL OTHER MATERIALS AND EQUIPMENT WHICH ARE

REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE

4. INFORMATION CONCERNING EXISTING UNDERGROUND UTILITIES WAS OBTAINED

FROM AVAILABLE RECORDS AND SITE SURVEYS. CONTRACTOR IS RESPONSIBLE FOR

THE EXACT LOCATION, ELEVATION, AND SIZE OF ALL EXISTING UNDERGROUND

5. CONTRACTOR SHALL BE RESPONSIBLE FOR AND IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER UPON ANY OMMISIONS AND/OR ADDITIONS OF UTILITIES

6. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE EXISTING

UTILITIES. ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE THE

SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL NOT RESULT IN ANY EXTRA

150mm SD

8.25

V

PROPOSED

REMOVED BY THE CONTRACTOR FROM THE PREMISES.

UTILITIES OR DUCTBANKS, AT ALL UTILITY CROSSINGS.

FOUND DURING EXCAVATION.

COST.

NORMAL USE OF THE UTILITIES CAN CONTINUE.

GENERAL NOTES:

W WATER

150mm W

7. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL REMOVE ALL EVIDENCE OF

WORK INCLUDING DIRT, ASPHALT, TIRE TRACKS, ETC. AND LEAVE THE SITE IN A CLEAN

CONDITION. CONTRACTOR SHALL REPAIR ALL PAVEMENT, SIDEWALKS, CURB & GUTTER,

VEGETATION, AND OTHER APPURTENANCES REMOVED OR DAMAGED DURING

CONSTRUCTION TO THE ORIGINAL CONDITION.

2 CONTRACTOR SHALL INSTALL CONSTRUCTION FENCE

3 REMOVAL & STORE EXISTING SHRUBS WITHIN NEW CONCRETE AREA AND

REPLANT AS SHOWN ON C-2

FACILITY #520

DOVER AIR FORCE BASE DELAWARE

REPAIR PERSONNEL FACILITY

DRAWN BY DESIGNED BY DATE SHEET

SCALE PROJECT NO. DRAWING NO.

AIR MOBILITY COMMAND

CHIEF ENGINEER CIVIL ENGINEER

921042

DATE

SUBMITTED

REV

APPROVED

DESCRIPTION

SEPT 2002

COMMANDER

OF

APPROVED

DRAWN APPR'D

W-4830

ISSUE FOR REVIEW11AUG00

ISSUE FOR BID17JUL03

A

B EWB

EWB

FTW

FTW

DRAWING NOTE:

1 CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL, HANDLING, STRORAGE,

AND REPLANTING OF ALL EXISTING SHRUBS AND SMALL TREES ALONG THE

PERIMETER OF THE BUILDING (AREA C - SEE DRAWING C-3) DURING THE

INSTALLATION OF THE UNDERGROUND IRRIGATION SYSTEM AND THE STORM

DRAIN PIPING. SEE DRAWING C-2 FOR THE LOCATION OF THE STORM DRAIN

PIPING AND DRAWING C-3 FOR THE LIMITS OF THE UNDERGROUND IRRIGATION

AREAS.

WHEN PRINTING A "SOURCE VIEW" DRAWING, THE SCALE MUST BE

SET TO 100AND PLOTTED ON A 30" X 42" DRAWING SHEET IN

ORDER FOR THE SCALE TO BE CORRECT. ALL SCALES SHOWN ARE

BASED ON A STANDARD DRAWING SHEET SIZE OF 30"X 42". IF

ANY OTHER SIZE DRAWINGS ARE FURNISHED OR PLOTTED THE

CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE

ABOVE.

Note:

C 26AUG03 REVISE NOTE DEP FTW

C

C

C

1 16NOV06 AS-BUILT TME

1 1

LIGHT

LIGHT

ELECTRIC

ECTR GW

ELECTRIC TO

ECTR GW

ELECTRIC

ECTR GW

T R A N S

T R A N S

SS MH

STRM COSTRM CO

300mm SD 450mm SD

450mm SD

HYD

WELL

WELL

INV.=4.51 m

R C P

T W

IN

m m

R C P

TWIN 1525mm RCP

150mm WATER

80mm WATER

DUMPSTER

BUILDING 520

F.F. ELEV. 6.96M

HTHW

A T L A N T

IC

A V E N U E

13th STREET

C O N C

W A L K

N C

W A L K

EX. ASPHALT PAVEMENT

TWIN 1525mm RCP

HTHW

UN

DER

GRO

UN

D E

LEC

T

INV.=5.74

INV.=5.77

INV.=5.76

ELEV.=6.20

WWWWWWWWWWWW

W

W W W

150mm WATER

POLE 4-64

E

E

E

E

E

E E

BUILDING

E

E

E

E

POLE-4

E

E

E

SS SS SS

INV.=4.27

INV.=4.56

INV.=4.40

375mm SD

INV.=4.40

300mm SD

INV.=4.99

450mm SD

INV.=4.97

EX. ASPHALT PAVEMENT

EX. ASPHALT PAVEMENT

5.

.6

.2

.4

.6

6.6

.2

6.4

6.4

.8

6.4

.6

6.4

.4

.2

S S

S S

S S

6.8

6.6 6.4

6.4

6.6 6.6

6.4

6.6

S D

SD

4.268

INV 0.304M RCP

4.395

INV 0.457M RCP

200mm SD m m

S D

E X C O N C W A L K

EX. CONC. WALK

ENCLOSURE

INV.=5.99

S D

INV.=5.79

COOLING TOWER

WALL AND PILLAR

REMOVE EX. SCREEN

REMOVE CONCRETE

SIDEWALK AT ENTRANCE

DUMPSTER. SEE

RELOCATE EX.

SITE PLAN FOR

LOCATION

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE PAD

CONCRETE SIDEWALK

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

CONCRETE SIDEWALK

REMOVE EXISTING

AT DOUBLE DOORS

REMOVE EX. PAVEMENT

SAWCUT AND

SEE ARCH. DWGS.

LIGHT

LIGHT

ELECTRIC

ECTR GW

ELECTRIC TO

ECTR GW

ELECTRIC

ECTR GW

T R A N S

T R A N S

SS MH

STRM COSTRM CO

300mm SD 450mm SD

450mm SD

HYD

WELL

WELL

INV.=4.51 m

R C P

T W

IN

m m

R C P

TWIN 1525mm RCP

150mm WATER

80mm WATER

DUMPSTER

BUILDING 520

F.F. ELEV. 6.96M

HTHW

A T L A N T

IC

A V E N U

N C

W A

N C

W A L K

EX. ASPHALT PAVEMENT

TWIN 1525mm RCP

HTHW

UN

DER

GRO

UN

D E

LEC

T

INV.=5.74

INV.=5.77

INV.=5.76

ELEV.=6.20

WWWWWWWWWWWW

W

W W W

150mm WATER

POLE 4-64

E

E

E

E

E

E E

BUILDING

E

E

E

E

POLE-4

E

E

E

SS SS SS

INV.=4.27

INV.=4.56

INV.=4.40

375mm SD

INV.=4.40

300mm SD

INV.=4.99

450mm SD

INV.=4.97

EX. ASPHALT PAVEMENT

EX. ASPHALT PAVEMENT

5.

.6

.2

.4

.6

6.6

.2

6.4

6.4

.8

6.4

.6

6.4

.4

.2

S S

S S

S S

6.8

6.6 6.4

6.4

6.6 6.6

6.4

6.6

S D

SD

4.268

INV 0.304M RCP

4.395

INV 0.457M RCP

200mm SD m m

S D

E X C O N C W A L K

EX. CONC. WALK

ENCLOSURE

INV.=5.99

S D

INV.=5.79

COOLING TOWER

LAY DOWN AREA

SEE NOTE 2

CONTRACTOR

SEE NOTE 3

SEE NOTE 3

SEE NOTE 3 SEE NOTE 3

SEE NOTE 3

GATE

THIS AREA DEMOLISHED UNDER SEPARATE CONTRACT

SEE SITE PLAN BY OTHERS FOR WORK COMPLETED IN THIS AREA

C-2

AS NOTED

MHR

SITE PLAN

METRIC SCALE 1 : 200

0 2 4 8 12

W/ WWF 6X6 -

W2.9 X W2.9

3000psi CONCRETE

CONCRETE SIDEWALK

C-2 NOT TO SCALE

SLOPE TO DRAIN

EX. GRADE

1200mm & VARIES

100mm

AGGREGATE FOR SUBBASE

EARTH (TYP.)

UNDISTURBED

150mm DENSE GRADED

COMPACTED SUBGRADE

TRENCH WIDTH

ASPHALT PAVEMENT

EX. PAVEMENT

SAW CUT

MIN.

C-2

300mm

EARTH (TYP.)

UNDISTURBED

100mm BITUMINOUS CONCRETE BASE COURSE (BC)

150mm GRADED AGGREGATE FOR SUBBASE

50mm BITUMINOUS CONCRETE SURFACE COURSE (SF)

NOT TO SCALE

PROVIDE TACK COAT BETWEEN

NEW AND EXISTING PAVEMENT

EX. PAVEMENT

CLEAN OUT DETAIL

100mm PVC PIPE

100mm REMOVABLE THREADED

THREADED FITTING

C-2

EXISTING GRADE

600mm SQ. X 100mm

THK. CONCRETE SLAB

(IF NOT IN PVMT.)

NOT TO SCALE

OF LINE

PLUG AT END

PLUG

SAND PIPE BEDDING

150mm MIN.

300mm MIN. (TYP.)

150mm DIP WATER

UNDISTURBED EARTH (TYP.)

GRASS AREAS WITH 100mm

RESTORE ALL

TOPSOIL & SOD

APPROVED COMPACTED BACKFILL

300mm MIN.

1200mm MINIMUM OR

MATCH EXISTING

SAWCUT EDGE

DETAIL THIS SHEET

SEE ASPHALT PAVING

NOT TO SCALE

TYPICAL SECTION - WATER PIPE

C-2

100mm MIN.

FACILITY #520

DOVER AIR FORCE BASE DELAWARE

REPAIR PERSONNEL FACILITY

DRAWN BY DESIGNED BY DATE SHEET

SCALE PROJECT NO. DRAWING NO.

AIR MOBILITY COMMAND

CHIEF ENGINEER CIVIL ENGINEER

921042

DATE

SUBMITTED

REV

APPROVED

DESCRIPTION

SEPT 2002

COMMANDER

OF

APPROVED

DRAWN APPR'D

W-4830

ISSUE FOR REVIEW11AUG00

ISSUE FOR BID17JUL03

A

B EWB

EWB

FTW

FTW

DRAWING NOTES:

1 CONTRACTOR SHALL INSTALL RESTRAINED JOINT PER

MANUFACTURERS RECOMMENDATIONS AT WET TAPE CONNECTION TO

EXISTING 150mm WATER PIPE AND AT ALL HORIZONTAL AND VERTICAL

BENDS. SEE DETAIL 3 ON THIS DRAWING FOR TYPICAL TRENCH

SECTION.

5 ALL DISTURBED AREAS, NOT PAVED, SIDEWALKED, OR LANDSCAPE

2 CONCRETE SIDEWALK SHALL EXTEND 150mm BEYOND ROOF

OVERHANG ON THREE SIDES. SEE ARCHITECTURAL DRAWINGS FOR

COORDINATION.

4 IRRIGATION DELETED FROM CONTRACT

3 LANDSCAPING DELETED FROM CONTRACT

AREAS SHALL BE SODDED.

(TYP.)

N

26AUG03 ADD DETAIL

WHEN PRINTING A "SOURCE VIEW" DRAWING, THE SCALE MUST BE SET TO

100%AND PLOTTED ON A 30" X 42" DRAWING SHEET IN ORDER FOR THE

SCALE TO BE CORRECT. ALL SCALES SHOWN ARE BASED ON A STANDARD

DRAWING SHEET SIZE OF 30"X 42". IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES

ACCORDINGLY. CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS

OF THE ABOVE.

Note:

FTWDRPC

16NOV06 AS-BUILT TMED

LIGHT

LIGHT

ELECTRIC

ECTR GW

ELECTRIC TO

ECTR GW

ELECTRIC

ECTR GW

T R A N S

T R A N S

SS MH

STRM COSTRM CO

300mm SD 450mm SD

450mm SD

HYD

WELL

WELL

INV.=4.51 INV.=4.57

m m

R C P

T W

IN

m m

R C P

TWIN 1525mm RCP

150mm WATER

80mm WATER

BUILDING 520

F.F. ELEV. 6.96M

HTHW

A T L A N T

IC

A V E N U

N C

W A

N C

W A L K

EX. ASPHALT PAVEMENT

TWIN 1525mm RCP

HTHW

UN

DER

GRO

UN

D E

LEC

T

INV.=5.74

INV.=5.77

INV.=5.76

ELEV.=6.20

WWWWWWWWWWWW

W

W W W

150mm WATER

POLE 4-64

E

E

E

E

E

E E

BUILDING

E

E

E

E

POLE-4

E

E

E

SS SS SS

INV.=4.27

INV.=4.56

INV.=4.40

375mm SD

INV.=4.40

300mm SD

INV.=4.99

450mm SD

INV.=4.97

EX. ASPHALT PAVEMENT

EX. ASPHALT PAVEMENT

5.

.6

.2

.4

.6

6.6

.2

6.4

6.4

.8

6.4

.6

6.4

.4

.2

S S

S S

S S

6.8

6.6 6.4

6.4

6.6 6.6

6.4

6.6

S D

SD

4.268

INV 0.304M RCP

4.395

INV 0.457M RCP

200mm SD m m

S D

E X C O N C W A L K

EX. CONC. WALK

ENCLOSURE

INV.=5.99

S D

INV.=5.79

COOLING TOWER

CO CO

CO

CO

150mm SD m m

S D

150mm SD

150mm SD m m

S D

CONCRETE

SIDEWALK

6.96 6.59

SIDEWALK

CONCRETE

CO

WV

150mm WATER

SEE MECH. DWGS.

FOR CONTINUATION

CO

FOR DETAIL

SEE ARCH. DWGS.

WALL PILLAR

CO

DOWNSPOUT

(TYP. OF 19)

CONNECT TO

PIPING (TYP.)

CONNECT TO

EX. STORM DRAIN

FOR EXACT LOCATION

SEE ARCH. DWGS.

150mm TAPPING

SLEEVE & VALVE

150mm SD

CONNECT TO EX.

150mm WATER. SEE

NOTE 1

150mm WATER

SEE NOTE 1

C-2

C-2

SEE NOTE 2

SIDEWALK

MEET EX.

IN GRADE

PAVEMENT

MEET EX.

IN GRADE

LIGHT

LIGHT

ELECTRIC

ECTR GW

ELECTRIC TO

ECTR GW

ELECTRIC

ECTR GW

T R A N S

T R A N S

SS MH

STRM COSTRM CO

300mm SD 450mm SD

450mm SD

HYD

WELL

WELL

INV.=4.51 INV.=4.57

m m

R C P

T W

IN

m m

R C P

TWIN 1525mm RCP

150mm WATER

80mm WATER

BUILDING 520

F.F. ELEV. 6.96M

HTHW

A T L A N T

IC

A V E N U

N C

W A

N C

W A L K

EX. ASPHALT PAVEMENT

TWIN 1525mm RCP

HTHW

UN

DER

GRO

UN

D E

LEC

T

INV.=5.74

INV.=5.77

INV.=5.76

ELEV.=6.20

WWWWWWWWWWWW

W

W W W

150mm WATER

POLE 4-64

E

E

E

E

E

E E

BUILDING

E

E

E

E

POLE-4

E

E

E

SS SS SS

INV.=4.27

INV.=4.56

INV.=4.40

375mm SD

INV.=4.40

300mm SD

INV.=4.99

450mm SD

INV.=4.97

EX. ASPHALT PAVEMENT

EX. ASPHALT PAVEMENT

5.

.6

.2

.4

.6

6.6

.2

6.4

6.4

.8

6.4

.6

6.4

.4

.2

S S

S S

S S

6.8

6.6 6.4

6.4

6.6 6.6

6.4

6.6

S D

SD

4.268

INV 0.304M RCP

4.395

INV 0.457M RCP

200mm SD m m

S D

E X C O N C W A L K

EX. CONC. WALK

ENCLOSURE

INV.=5.99

S D

INV.=5.79

COOLING TOWER

(TYP.)

SEE NOTE 3 SEE NOTE 3

(TYP.)

GATE

SEE SITE PLAN BY OTHERS FOR WORK COMPLETED IN THIS AREA

8" CMU

WALL SECTION

NOT TO SCALE

1-8

REINF.

(3) #4 1

GRADE

A1A1A1A1

COLUMN SECTION

NOT TO SCALE

3-0

#4 VERT. REINF.

@4-0 O.C. (TYP.)

(3) #4 REINF.

8" CMU

LOCATIONS, (TYP.)

CONC. @ REINF.

FILL CORES WITH

FILL CORES WITH

CONC. @ REINF.

LOCATIONS, (TYP.)

P.C. CONC. CAP

& #4 @48" O.C.

w/HORIZ. REINF. @16" O.C.

8" SPLIT FACE CMU

FACE CMU.

COLOR TO MATCH SPLIT

BEAM w/(2) #4 CONT. REINF.

8" SCORED CMU BOND

1"

COURSE

BRICK SOLDIER

VENEER

4" BRICK @4-0 O.C. (TYP.)

#4 VERT. REINF.

P.C. CONC. CAP

C-3

AS NOTED

MHR

SITE PLAN - IRRIGATION AREAS

N

METRIC SCALE 1 : 200

20 4 8 12

AREA DESCRIPTION

A DENSE GRASS, SCATTERED TREES 4" - 12" IN

DIAMETER, CLUSTERS OF SMALL SHRUBS/BUSHES

DIAMETER, FEW SMALL SHRUBS/BUSHES

DENSE GRASS, SCATTERED TREES 4" - 12" INB

GRASS AREAS, FEW SMALL TREES LESS THAN

MULCH BEDS, SMALL SHRUBS/BUSHES, SMALLC

6" IN DIAMETER

FACILITY #520

DOVER AIR FORCE BASE DELAWARE

REPAIR PERSONNEL FACILITY

DRAWN BY DESIGNED BY DATE SHEET

SCALE PROJECT NO. DRAWING NO.

AIR MOBILITY COMMAND

CHIEF ENGINEER CIVIL ENGINEER

921042

DATE

SUBMITTED

REV

APPROVED

DESCRIPTION

SEPT 2002

COMMANDER

OF

APPROVED

DRAWN APPR'D

W-4830

ISSUE FOR REVIEW11AUG00

ISSUE FOR BID17JUL03

A

B EWB

EWB

FTW

FTW

IRRIGATION NOTES:

1. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE IRRIGATION OF AREAS A, B, AND C.

2. COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH OTHER TRADES, REFER TO DRAWING C-2.

3. REFER TO THE SPECIFICATIONS FOR ACCEPTABLE MANUFACTURERS, PRODUCTS, INSTALLATION, AND GENERAL

REQUIREMENTS.

4. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR LOCATION OF ALL LINES CONNECTING VALVES TO CONTROLLER.

5. IRRIGATION CONTRACTOR SHALL COORDINATE LOCATIONS OF PLANTINGS WITH CONTRACTOR AND OWNER IN

IRRIGATION AREA C.

6. IRRIGATION CONTRACTOR SHALL CONNECT IRRIGATION SYSTEM TO THE EXISTING 80mm WATER SERVICE TO

BUILDING. EXISTING WATER SERVICE HAS A WATER PRESSURE OF 55 PSI. CONTRACTOR SHALL VERIFY WATER

PRESSURE PRIOR TO DESIGN OF IRRIGATION SYSTEM.

7. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF IRRIGATION CONTROL PANEL INSIDE BUILDING.

8. IRRIGATION CONTRACTOR IS RESPONSIBLE TO VERIFY LOCATIONS, TYPES AND QUANTITIES OF PLANTINGS PRIOR

TO DESIGN AND INSTALLATION OF IRRIGATION SYSTEM.

9. REFER TO THE GENERAL NOTES ON DRAWING C-1.

WHEN PRINTING A "SOURCE VIEW" DRAWING, THE SCALE MUST BE

SET TO 100AND PLOTTED ON A 30" X 42" DRAWING SHEET IN

ORDER FOR THE SCALE TO BE CORRECT. ALL SCALES SHOWN ARE

BASED ON A STANDARD DRAWING SHEET SIZE OF 30"X 42". IF

ANY OTHER SIZE DRAWINGS ARE FURNISHED OR PLOTTED THE

CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE

ABOVE.

Note:

IRRAGATION DELETED FROM CONTRACT

1 16Nov06 AS-BUILT FL

LIGHT

LIGHT

ELECTRIC

ECTR GW

ELECTRIC TO

ECTR GW

ELECTRIC

ECTR GW

T R A N S

T R A N S

SS MH

STRM COSTRM CO

300mm SD 450mm SD

450mm SD

HYD

WELL

WELL

INV.=4.51 m

R C P

T W

IN

m m

R C P

TWIN 1525mm RCP

150mm WATER

80mm WATER

BUILDING 520

F.F. ELEV. 6.96M

HTHW

A T L A N T

IC

A V E N U

N C

W A

N C

W A L K

EX. ASPHALT PAVEMENT

TWIN 1525mm RCP

HTHW

UN

DER

GRO

UN

D E

LEC

T

INV.=5.74

INV.=5.77

INV.=5.76

ELEV.=6.20

WWWWWWWWWWWW

W

W W W

150mm WATER

POLE 4-64

E

E

E

E

E

E E

BUILDING

E

E

E

E

POLE-4

E

E

E

SS SS SS

INV.=4.27

INV.=4.56

INV.=4.40

375mm SD

INV.=4.40

300mm SD

INV.=4.99

450mm SD

INV.=4.97

EX. ASPHALT PAVEMENT

EX. ASPHALT PAVEMENT

5.

.6

.2

.4

.6

6.6

.2

6.4

6.4

.8

6.4

.6

6.4

.4

.2

S S

S S

S S

6.8

6.6 6.4

6.4

6.6 6.6

6.4

6.6

S D

SD

4.268

INV 0.304M RCP

4.395

INV 0.457M RCP

200mm SD m m

S D

E X C O N C W A L K

EX. CONC. WALK

ENCLOSURE

INV.=5.99

S D

INV.=5.79

COOLING TOWER

AREA A

AREA A

AREA B

AREA B

AREA C

AREA CAREA C

AREA C

SEE IRRIGATION

LIGHT

LIGHT

ELECTRIC

ECTR GW

ELECTRIC TO

ECTR GW

ELECTRIC

ECTR GW

T R A N S

T R A N S

SS MH

STRM COSTRM CO

300mm SD 450mm SD

450mm SD

HYD

WELL

WELL

INV.=4.51 m

R C P

T W

IN

m m

R C P

TWIN 1525mm RCP

150mm WATER

80mm WATER

BUILDING 520

F.F. ELEV. 6.96M

HTHW

A T L A N T

IC

A V E N U

N C

W A

N C

W A L K

EX. ASPHALT PAVEMENT

TWIN 1525mm RCP

HTHW

UN

DER

GRO

UN

D E

LEC

T

INV.=5.74

INV.=5.77

INV.=5.76

ELEV.=6.20

WWWWWWWWWWWW

W

W W W

150mm WATER

POLE 4-64

E

E

E

E

E

E E

BUILDING

E

E

E

E

POLE-4

E

E

E

SS SS SS

INV.=4.27

INV.=4.56

INV.=4.40

375mm SD

INV.=4.40

300mm SD

INV.=4.99

450mm SD

INV.=4.97

EX. ASPHALT PAVEMENT

EX. ASPHALT PAVEMENT

5.

.6

.2

.4

.6

6.6

.2

6.4

6.4

.8

6.4

.6

6.4

.4

.2

S S

S S

S S

6.8

6.6 6.4

6.4

6.6 6.6

6.4

6.6

S D

SD

4.268

INV 0.304M RCP

4.395

INV 0.457M RCP

200mm SD m m

S D

E X C O N C W A L K

EX. CONC. WALK

ENCLOSURE

INV.=5.99

S D

INV.=5.79

COOLING TOWER

SEE NOTE 3 SEE NOTE 3

NOTE 6

GATE

SEE SITE PLAN BY OTHERS FOR WORK COMPLETED IN THIS AREA

AS NOTED

FIRST FLOOR ASBESTOS REMOVAL PLAN

RLW REB

H-1

& HAVE BEEN ROUNDED UP TO THE NEAREST FULL mm

FACILITY #520

DOVER AIR FORCE BASE DELAWARE

ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE

REPAIR PERSONNEL FACILITY

DRAWN BY DESIGNED BY DATE SHEET

SCALE PROJECT NO. DRAWING NO.

AIR MOBILITY COMMAND

CHIEF ENGINEER CIVIL ENGINEER

921042

DATE

SUBMITTED

REV

APPROVED

DESCRIPTION

SEPT 2002

COMMANDER

OF

APPROVED

DRAWN APPR'D

W-4830

ISSUE FOR REVIEW11AUG00

ISSUE FOR BID17JUL03

WHEN PRINTING A "SOURCE VIEW" DRAWING, THE

SCALE MUST BE SET TO 100AND PLOTTED ON

A 30" X 42" DRAWING SHEET IN ORDER FOR THE

SCALE TO BE CORRECT. ALL SCALES SHOWN ARE

BASED ON A STANDARD DRAWING SHEET SIZE OF

30"X 42". IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL

ADJUST THE SCALES ACCORDINGLY. CONTRACTOR

SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF

THE ABOVE.

Note:

B

A FTW

FTW

EWB

EWB

STAIR

MECHANICAL EQUIPMENT

STAIR

A

A.5

A.7

B

B.5

C

C.5

D

1 2 3

4 5

6 7 8 9

B.8

B.6

C.3

C.7

C.4

WOMEN

MEN

MEN

WOMEN

203 CMU FIRE WALL

TO REMAIN

SMALL CONFERENCE

(TO REMAIN)

(TO REMAIN)

KITCHENETTE

EX. BATH

(TO REMAIN)

SCALE: 1:100

FIRST FLOOR ASBESTOS REMOVAL PLAN

N

ASBESTOS LEGEND

INACCESSABLE AREAS

CONTAMINATED CARPET AND MASTIC

CARPET, FLOOR TILE & MASTIC

FLOOR TILE & MASTIC

DUCT INSULATION SEALANT

FITTING JOINT COMPOUND

METAL DUCT SEALANT

BEIGE PIPE INSULATION SEALANT

DIS

FJC

MDS

BPIS

ANY INFORMATION THAT CONFLICTS BETWEEN THE SPECIFICATIONS AND DRAWINGS SHALL BE

BROUGHT TO THE GOVERNMENTS ATTENTION. THE CONTRACTOR(S) SHALL NOT PROCEED

WITH ANY WORK, EXCEPT AT THEIR OWN RISK, UNTIL CLARIFICATIONS OF THE CONFLICTS

ARE ISSUED TO THE CONTRACTOR(S) BY THE CONTRACTING OFFICER FOR THE GOVERNMENT.

ALL ASBESTOS REMOVAL MUST BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS

AND APPLICABLE FEDERAL AND STATE REGULATIONS.

THE ASBESTOS DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ASBESTOS

ABATEMENT SPECIFICATION (SECTION 02080)

NO DESTRUCTIVE SURVEYING TECHNIQUES WERE UTILIZED DURING THE ON SITE EVALUATION.

THE QUANTITIES AND LOCATIONS OF ASBESTOS CONTAINING MATERIALS (ACM) PROVIDED IN

THE SPECIFICATION AND ON THE DRAWINGS INCLUDE KNOWN ACM OBSERVED AT THE TIME OF

THE SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT QUANTITY AND

LOCATION OF ACM AND CONDITIONS AT THE SITE.

CONTRACTOR SHALL VISIT THE SITE AND CAREFULLY EXAMINE THE DRAWINGS AND

SPECIFICATIONS TO DETERMINE THE BEST METHOD OF REMOVAL, STORAGE OF MATERIALS, AND

SEQUENCE OF OPERATION. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

AND DIMENSIONS ON THE DRAWINGS PRIOR TO THE EXECUTION OF THIS CONTRACT.

THE DRAWINGS INDICATE THE APPROXIMATE LOCATION AND TYPE OF KNOWN ACM. THE

APPROXIMATE QUANTITIES ARE PROVIDED IN THE SCOPE OF WORK LISTED IN THE SPECIFICATION.

THE CARPET IS ADHERED TO THE FLOOR IN MOST LOCATIONS WITH FURRING STRIPS AROUND

THE PERIMETER. THE CARPET IS NOT ASBESTOS CONTAINING AND CAN BE REMOVED AS

GENERAL CONSTRUCTION DEBRIS, IN MOST CASES. IT IS RECOMMENDED THAT THE REGULATED

AREA BE ESTABLISHED PRIOR TO REMOVAL OF THE CARPET. IF REMOVAL OF THE CARPET

CAUSES THE FLOOR TILE MASTIC TO BE DISTURBED THE POTENTIAL FOR AN UNCONTROLLED

FIBER RELEASE IS MINIMIZED. THE FURRING STRIPS WHICH ARE NAILED TO THE FLOOR MUST

BE REMOVED WITHIN THE REGULATED AREA.

IN ROOMS AND HALLWAYS WHERE THE CARPET IS APPLIED DIRECTLY ON OLD EXISTING FLOOR

TILE MASTIC, THE CARPET MAY HAVE BECOME CONTAMINATED BY THE MASTIC. THIS CARPET

MUST BE REMOVED WITHIN THE REGULATED AREA AS AN ASBESTOS CONTAMINATED MATERIAL.

ASBESTOS NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

DISDIS

DIS

DIS

DIS

DIS

DIS

DIS

DISDIS

DISDIS

DISDISDIS

DISDISDIS

DISDIS

DIS

DIS

DIS

DIS

DIS

DIS

DIS

DIS

DIS

FJC

MDS

BPIS

01"2"3"4"

GRAPHIC SCALE

500'

SCALE: 1"=100'-0"

5" 5"

400' 300' 200' 100' 0 500'

& HAVE BEEN ROUNDED UP TO THE NEAREST FULL mm

FACILITY #520

DOVER AIR FORCE BASE DELAWARE

ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE

REPAIR PERSONNEL FACILITY

DRAWN BY DESIGNED BY DATE SHEET

SCALE PROJECT NO. DRAWING NO.

AIR MOBILITY COMMAND

CHIEF ENGINEER CIVIL ENGINEER

921042

DATE

SUBMITTED

REV

APPROVED

DESCRIPTION

SEPT 2002

COMMANDER

OF

APPROVED

DRAWN APPR'D

AS NOTED

FIRST FLOOR DEMOLITION PLAN

RLW REB

AD-1

PLOT 1-1 E SIZE mm

LINETYPE SCALE TO PLOT = 25.4

WHEN PRINTING A "SOURCE VIEW" DRAWING, THE SCALE MUST BE

SET TO 100AND PLOTTED ON A 30" X 42" DRAWING SHEET IN

ORDER FOR THE SCALE TO BE CORRECT. ALL SCALES SHOWN ARE

BASED ON A STANDARD DRAWING SHEET SIZE OF 30"X 42". IF

ANY OTHER SIZE DRAWINGS ARE FURNISHED OR PLOTTED THE

CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE

ABOVE.

Note:

W-4830

ISSUE FOR REVIEW

ISSUE FOR BID17JUL03

11AUG00A

B

EWB FTW

FTWEWB

AS-BUILT20Nov061 FL

11 1

COUNTER WITH

COMPUTERS

30 SEATS

20 SEATS

CLASS 'B'

COUNTER

FIRE CURTAIN

B

A1 A2

ELEVATION

WOMEN

MEN

ELEVATIONA

A2A1

SCALE: 1:100

FIRST FLOOR DEMOLITION PLAN

N

N

UNISEX

HANDICAP

JANITOR

135 133

MACHINE ROOM

106 107 108

121 120 119

CUSTOMER SERVICE

STORAGE

SUPPORT

VESTIBULE

LAN

FMA

FMA CHIEF

VAULT

SUPPLIES

STORAGE

TRAINING

LIASON

CUSTOMER SUPPORT

P&C

SERVICE

FSO

CHIEF

PROMOTIONS (3)CASUALTY

LOBBY

VESTIBULE

VENDING

JOINT WAITING ROOM

PERSONNEL

CUSTOMER SERVICE

REENLISTMENT (3)BRAVO

AND SEPERATION (3)

EMPLOYMENT

RELOCATIONS

RECORDS

HANDICAPPED

UNI-SEX TOILET

JANITOR

CLOSET

SUPERINTENDENT

MED FOLKS

PSM

VESTIBULE

CORRIDOR

CORRIDOR

HALL

112 113

115 116117

130 132

133134

135 136

139140

141142

CASHIERS WINDOW

914mmx914mm

148147

M A R B L E

T H R E S H O L D

MARBLE THRESHOLD

m m m m m m m m m m m m m m

5842mm

187mm

406mm

901mm

901mm

368mm

406mm

3835mm

774mm m m m m m m m m m m

368mm

527mm m m m m m m m m

7645mm m m m m m m m m m m m m m m m m m m

368mm

812mm

4584mm

9315mm

7645mm

901mm mm mm mm

18037645mm 7645mm

187mm

406mm

3060mm

9448mm

7645mm

901mm 901mm

4584mm m m

9448mm

187mm

3419mm

901mm

901mm

495mm

812mm

901mm

2743mm

406mm

2743mm

R.O.

495mm mm

18037645mm 6108mm

3060mm

901mm

9448mm

180mm

2247mm1333mm

4597mm 1803mm 1803mm7645mm

9448mm 9448mm

7645mm m m

7645mm

774mm mm m m m m

368mm m m

527mm m m m m m m m m

368mm

406mm m m m m m m m m

527mm

368mm m m m m m m m m m m m m m m m m

7645mm

9315mm

1676mm m m m m m m m m m m m m

5500mm 117mm

12393mm

117mm mm

7547mm

117mm mm

8541mm

117mm

10046mm m m

3860mm5411mm

117mm

6655mm

117mm

2473mm

203mm

9449mm

203mm

3709mm

117mm117mm

18628mm5423mm

117mm m m

117mm mm

2HR. CORRIDOR UL U411

2HR. CORRIDOR

6537mm 2438mm m m

PATCH CMU

WALL TO MATCH

EXISTING

203mm m m

117mm m mELEV. 1

DOOR OPERATOR PUSH BUTTON.1

DRAWING NOTES:

2HR. RATED CORRIDOR, SHADED PARTITIONS, CONSTRUCTION2

SHALL BE U.L. DESIGN NOTED.

m m

REMOVE EXISTING

CANOPY AND ALL

ASSOCIATED FRAMING

AND COLUMNS

m m m m m m

EXISTING 203mm CMU

WALLS TO REMAIN

EXISTING FIRE WALL

9449mm2016mm m m

3962mm2845mm

203mm

117mm

1219 6 m m m m m m m m

3709mm m m

10200mm m m

CL

LC

m m m m

117mm m m m m1 m m m m m m m m m m m m m m

5372mm 2007mm 1524 mm m m mm

3810mm m m m m m m

117mm

EWC

EWC

B

B

3"

3"

1'-1"

1'-1"

6'-8" TO OTHER SIDE

6'-8" TO OTHER SIDE

8'-3" TO OF A-7 COLUMN LINE

8'-3" TO OF A-7 COLUMN LINE

C

C

L

L

EXISTING ENTRANE SLAB SLOPES

EXISTING ENTRANE SLAB SLOPES

1" TO EXTERIOR, REMOVE

1" TO EXTERIOR, REMOVE

AND REPLACE

AND REPLACE

EXISTING EXPANSION JOINTS

EXISTING EXPANSION JOINTS

@ EACH SIDE OF GRADE BEAM TOP

@ EACH SIDE OF GRADE BEAM TOP

USE CUTTING TORCH TO

USE CUTTING TORCH TO

BURN OFF REINFORCEMENT

BURN OFF REINFORCEMENT

#4 @ 12" O.C. & #4 TOP

#4 @ 12" O.C. & #4 TOP

BAR @ BOTTOM OF 9" LINE

BAR @ BOTTOM OF 9" LINE

REMOVE TOP OF CONCRETE GRADE BEAM

REMOVE TOP OF CONCRETE GRADE BEAM

@ JAMBS TO ENTRANCES ON EAST AND

@ JAMBS TO ENTRANCES ON EAST AND

WEST ELEVATIONS 3"x9"x3'-10" ON

WEST ELEVATIONS 3"x9"x3'-10" ON

EACH SIDE ALONG WITH L3x2 1/2x1/4

EACH SIDE ALONG WITH L3x2 1/2x1/4

ANGLE BOLTED @ 24" O.C. WITH 3/8"∅

ANGLE BOLTED @ 24" O.C. WITH 3/8"∅

ANCHOR BOLTS

ANCHOR BOLTS

1" EXISTING RIGID INSULATION

1" EXISTING RIGID INSULATION

EXISTING GRADE BEAM

EXISTING GRADE BEAM

SCALE: 1:10

SCALE: 1:10

SIDE JAMBS AT ENTRANCES

SIDE JAMBS AT ENTRANCES

EXISTING CONDITIONS @ EAST/WEST

EXISTING CONDITIONS @ EAST/WEST

A1 A15

A1 A15

A1

A15

A15A1

A1 A20

M

A1 A18

ELEVATION

ELEVATION

A1 A18

N

A1 A8

G ELEVATION

D

A1 A8

ELEVATION

E L E V A T

IO

N

A8A1

E

E L E V A T

IO

N

F

A1 A8

610mm X 914mm

MOP SANITARY SINK

WITH RAISED SHELF

SERVICE FAUCET,

HOSE & BRACKET

1 1

1 REMOVE DOORS ONLY, DOOR FRAMES SHALL REMAIN TO BE REUSED.

METAL

THRESHOLD

DAY

GATE

FURR &

DRYWALL ALL

A1 A17

L

E L E V A T

IO

N

METAL

THRESHOLD

METAL THRESHOLD

T H R E S H O L D

M E T A L

THRESHOLD

METAL

REMARKSACCESSORY#

TOILET ROOM ACCESSORIES

MOUNTING HEIGHT

2 5

ELEVATION

A1 A2

B

M A R B L E

T H R E S H O L D S

A

A1 A2

AD1 AD1

AD1 AD1

AD1

AD1

AD1

AD1

ALL AREAS NOTED TO REMAIN OR SHOWN AS EXISTING TO REMAIN

SHALL BE SEALED DURING DEMOLITION AND CONSTRUCTION OPERATIONS

AND PROTECTED FROM DAMAGE. ANY DAMAGE TO THESE AREAS SHALL

BE CORRECTED BY THE CONTRACTOR AT NO COST TO THE GOVERNMENT.

GENERAL DEMOLITION NOTES:

DRAWING NOTES:

CAREFULLY REMOVE EXISTING 20'-3"± WIDE COILING GRILLE, MOTOR2

AND CONTROLS TO BE RELOCATED TO COUNTER IN NEW LOBBY, SEE

PRF EVALS/DOCS

NEW TREADS. REPAINT STAIRS, PROTECT HANDRAILS & CEILINGS.

AT EXISTING STAIRS REMOVE EXISTING TREADS & REPLACE WITH3

C.S.

C.S.

C .S

C .S

C.S.

C .S

C

.S

C .S

C.S.

C.S.

C.S.

C .S

SCALE: 1:10

SECTION @ VANITY

m m

38mm m m

38mm mm

76mm m m m m

559mm

203mm 203mm

51mm X 102mm

PERIMETER BLOCKING

6mm HOLES

@ 203mm O.C.

19mm PLYWOOD

76mm X 76mm x 6mm

PLATE WELDED TO END

OF ANGLE WITH 6mm

HOLES FOR SCREWS

BACK SPLASH

25mm X 76mm

13mm PLYWOOD

FLOOR

NOTE: ALL EXPOSED SURFACES SHALL RECEIVE PLASTIC LAMINATE FINISH.

SCALE: 1:100

FIRST FLOOR PLAN

SCREEN WALL

EXISTING COOLING TOWER

mm

NEW SCREEN

203mm CMU

WALL TO MATCH

NEW SCREEN

203mm CMU

EXISTING

WALL TO MATCH

EXISTING

610mm x 610mm

MASONRY PIER TO

MATCH EXISTING

9448mm

4699mm

REMOVE EXISTING

SCREEN WALL &

PIER AS SHOWN

COORDINATE SIZE AND REQUIREMENTS WITH UNIT HEATER SUPPLIED,

PROVIDE RECESS AT WALL FOR RECESSED CABINET UNIT HEATER.

AS PER MANUFACTURERS SPECIFICATIONS.

PROVIDE BACKING SHEET AT ALL BACK SURFACES.

THINSET CERAMIC

TILE @ WALLS &

FLOOR

BACKING PLATE TO

MATCH FRONT PLATE

PROVIDE 13mm∅X191mm

ANCHOR BOLTS, 2 PER

SUPPORT

6mm PLATE THICKNESS

IRRIGATION

CONTROL

PANEL

A1 A1

A1 A1

A1

A15

A10

A1

A1A14

A15

A1

A1

A11A9A1

A1

A10

A1

A15

A1 A15

34 STAIRS TO REMAIN

STAIRS TO REMAIN

CLOSET TO REMAIN CLOSET TO REMAIN

PROVIDE RECESS AT WALL FOR RECESSED FIRE EXTINGUISHER

CABINET & EXTINGUISHERS.

EXISTING DOOR

& FRAME TO

REMAINBE REPAINTED

EXISTING DOOR

& FRAME TO

EXPOSED CMU WALLS

FURR & DRYWALL ALL

AND COLUMNS

EXPOSED CMU

RELOCATED COILING

GRILLE, MOTOR AND

CONTROLS

NEW FLOOR PLAN DWG A-1.

ALUMINUM DOOR & FRAME

AND SIDELITE TO BE

REMOVED, CLEANED AND

RELOCATED, SEE DWG A-1

RELOCATED ALUMINUM

DOOR, FRAME AND

SIDELITE

PROVIDE SOUND BATTS IN PARTITION.6

F.E.

REMOVE ALL WALLS IN THIER ENTIRETY AS DENOTED BY HEAVY DASHED LINE.

REMOVE ALL SUSPENDED CEILING SYSTEM IN ITS ENTIRETY.

1.

2.

3.

COILING GRILLE, SEE NOTE

C .S

C.S.

C .S

C

.S

C.S.

C .S

C.S.

C .S

ELEVATION

UL 411

EXISTING

PLATFORM

STAIR

MECHANICAL EQUIPMENT

STAIR

A

A.5

A.7

B

B.5

C

C.5

D

1 2 3

4 5

6 7 8 9

B.8

B.6

C.3

C.7

C.4

WOMEN

MEN

UNI-SEX TOILET

HANDICAPPED

CLOSET

JANITOR

MEN

WOMEN

203 CMU FIRE WALL

TO REMAIN

COMPUTERS

PERSONNEL

TESTING

CASUALTY (2)RECORDS

SMALL CONFERENCE

(TO REMAIN)

(TO REMAIN)

KITCHENETTE

EX. BATH

(TO REMAIN)

RETIRES REENLISTMENT (3) PROMOTIONS (3)

LOBBY

EMPLOYMENT

VESTIBULE

FMA CHIEF FMA NAF

FSO

SUPPLIES

TRAINING

VAULT CIVILIAN PAY

& P&C

CUSTOMER SUPPORT

CUSTOMER SERVICE

STORAGE

LIASON

VESTIBULE

LAN

STORAGE

FMA

JOINT WAITING ROOM

VENDING

CUSTOMER SERVICE

PERSONNEL

CANOPY

ABOVE

AND SEPERATION (3)

RELOCATIONS

CUSTOMER

STORAGE

MOBILITY

CIVILIAN PAY

CUSTOMER SUPPLY

CHIEF

CUSTOMER

CHIEF

LIASON

MSS

MPF

ADMIN. OFFICE

MPF

COMMANDER

2942mm

3089mm

7 ROOMS 119, 120, 123, STAIRS TOWERS, EXISTING BATH,

KITCHENETTE AND SMALL CONFERENCE ROOM. REPLACE THE DOORS

SCHEDULED TO REMAIN ROOMS WITH NEW DOORS, FRAMES AND

HARDWARE. THE REMOVAL OF ALL EXISTING DRYWALL AND REPLACE

WITH NEW DRYWALL, PAINT OR WALLCOVERING SHOULD TO MATCH

NEW DECOR.

117mm 117mm

117mm

C .S

3360mm

2618mm

5489mm 13164mm 10085mm 4700mm 3903mm3 m m

C .S

3785mm

117mm

REMOVE

A1 A17

ROOM

ELECTRICAL

m m

3000mm

163 164

CORRIDOR

151m m

EXISTING

DOUBLE DOOR

DELETE WINDOW

WALLS AND

COLUMNS

DOVER AIR FORCE BASE DELAWARE

ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE

REPAIR PERSONNEL FACILITY

DRAWN BY DESIGNED BY DATE SHEET

SCALE PROJECT NO. DRAWING NO.

AIR MOBILITY COMMAND

CHIEF ENGINEER CIVIL ENGINEER

921042

DATE

SUBMITTED

REV

APPROVED

DESCRIPTION

SEPT 2002

COMMANDER

OF

APPROVED

DRAWN APPR'D

AS NOTED

SECOND FLOOR DEMOLITION PLAN

RLW REB

AD-2

B 17JUL03 ISSUE FOR BID

A 11AUG00 ISSUE FOR REVIEW

W-4830

WHEN PRINTING A "SOURCE VIEW" DRAWING, THE

SCALE MUST BE SET TO 100AND PLOTTED ON A

30" X 42" DRAWING SHEET IN ORDER FOR THE

SCALE TO BE CORRECT. ALL SCALES SHOWN ARE

BASED ON A STANDARD DRAWING SHEET SIZE OF

30"X 42". IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL

ADJUST THE SCALES ACCORDINGLY. CONTRACTOR

SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE

ABOVE.

Note:

EWB FTW

FTWEWB

1 18May04 ADD FLOOR REPAIR PLAN KHS KHS

1 1

SCALE: 1:100

SECOND FLOOR DEMOLITION PLAN

N

SECTION

FINANCE COMMAND

MEETING ROOM

PROPERTY

QC

NCOIC

PPTY

SUPT.

LEARNING

CENTER

ROOM

COPY

TMO

INTS

SECURED ROOM

CIVILIAN PERSONNEL

OFFICE OFFICE

COUNSELINGINB

COUNSELING

OFFICE

OFFICE

OFFICE

TESTING

UNI-SEX TOILET

HANDICAPPED

COMPUTERING

4 STATIONS

MPF

OFFICE

OFFICE

LARGE CONFERENCE

ROOM

PERSON TESTING

ROOM

ROOM

BREAK

MEETING ROOM

STORAGE

OFFICE

OFFICE

CLOSET

JANITOR

OFFICE

GUARD

QUALITY/MANPOWER

200 201

203 204 205

LOBBY

ELEVATOR

212 213

CORRIDOR

HALL

STORAGE

STORAGE 228

OFFICE

OFFICE

OFFICE

OFFICE

MEETING ROOM

236237

CORRIDOR

OFFICE

OFFICE

STORAGE

249250

252 253

255256

HALL

HALL

203 204 205 206 208

210211 212213214215

218 219

221 222

236 237

252 253

259258

266267

VESTIBULE

9448mm9315mm 9448mm 9448mm

ABOVE, WITH

HUNG GUTTER

NEW CANOPY

9448mm 9448mm 9448mm 9315mm m m m m m m m m

203 CMU FIRE WALL

CANOPY ROOF

ELEVATOR

SECOND FLOOR PLAN

ABOVE TO

& LADDER

m m m m m m m m m m m m 3 m m m m m m m m m m m m m m

527mm 368mm

4585mm 3061mm

775mm

902mm mm

3048mm 3061mm mm

3048mm 4585mm mm

3048mm 4585mm

902mm 902mm

6109mm mm mm

7645mm mm mm

6109mm

368mm 527mm

406mm

2743mm 2743mm3150mm

406mm

527mm 368mm

6109mm mm mm

1537 3061mm 4585mm 1803 mm

4585mm 3061mm

902mm 527mm368mm

6109mm7645mm 1676 mm mm mm

4585mm3061mm

902mm m m m m m m m m m m m m m m m m m m m m m m

117mm

14081mm

117mm

117mm

6477mm

117mm117mm156mm 117mm

3658mm2438mm4248mm4506mm

117mm117mm117mm117mm

4738mm4477mm3724mm3983mm

117mm

117mm

U.L. U411

FIRE PARTITION

2946mm6134mm5512mm

EWC

m m

117mm m m m m m m m m m m m m m m m m117mm117mm117mm117mm

5420mm3849mm9196mm9395mm

117mm117mm117mm m m

3836mm5385mm5343mm

117mm

6192mm6999mm

3613mm3613mm1829 mm m m

CHIEF PERSONAL

m m m m m m m m m m m m m m m m

5512mm 1713 mm

117mm mm

127mm

EWC

m m m m m m

117mm

3631mm 4295mm1219 mm m m

117mm 117mm

117mm

117mm

4233mm 3765mm

117mm

117mm m m m m

5616mm

9394mm 9196mm

117mm 117mm

4241mm

117mm mm

SHAFT

ENCLOSURE

U.L. DESIGN

U438

SEE DETAILS

DWG. A-20

11656mm m m m m m m m m m m

3043mm mm m m

5611mm

117mm

3657mm 4 m m m m m m m m m m

REMAIN TO BE REUSED

REMOVE DOORS ONLY, DOOR FRAMES SHALL1

PATCH

CMU WALL

PATCH

CMU WALL

STORAGE

202A

A2 A19

EXISTING

ROOF

HATCH &

LADDER

TO REMAIN

A2 A19

A2 A18

A2 A18

A2 A13

A2 A14

A2

A14

A2 A14

A15A2

VIEW WINDOW

1219mmX2438mm

1219mmX

VIEW WINDOW

209A

C .S

C.S.

C .S

C .S

C.S.

C.S.

C.S.

C.S. C.S.

FURR &

DRYWALL

EXISTING

CMU WALLS

C.S.

C.S.

C.S. C.S. C.S.

C.S. C.S.

C.S.

C.S. C.S.

C.S.

C .S

C.S.

EXISTING CMU

F.E. + CAB

F.E. +CAB

F.E.+CAB

F.E. F.E.

FLASHING

REMAIN

ROOF HATCH

REMOVE ALL SUSPENDED CEILING SYSTEM IN ITS ENTIRETY.

REMOVE ALL WALLS IN THIER ENTIRETY AS DENOTED BY HEAVY DASHED LINE.

2.

1.

GENERAL DEMOLITION NOTES:

DRAWING NOTE:

GENERAL NOTE:

PROVIDE 76mm SOUND BATT INSULATION AT ALL CORRIDOR STUD WALLS.

F.E. + CAB

VIEW WINDOW

1524mm x 1219

DPC

DPC

DPC

DPC

DPC

DPC

DPC DPC

ROOM

WOMEN

MEN

STAIRSTAIR

MECH

1 2 3 4 5 6 7 8 9

A

B

C

D

WOMEN

MEN

JANITOR

CLOSET

MECHANICAL

HANDICAPPED

UNI-SEX TOILET

OFFICE512 QUALITYMPF/CC

SUPER4 STATIONS

COMPUTERINGUNASSIGNEDOFFICECOUNSELING COUNSELING

COPY

ROOM

TMO

QC

NCOIC

SUPT.

PPTY

CHIEF PERSONAL PROPERTY

CENTER

LEARNING

CIVILIAN PERSONNEL

SECURED ROOM

MEETING ROOM

FINANCE COMMAND

SECTION

LARGE CONFERENCE

ROOM

MEETING ROOM

QUALITY/MANPOWER

STORAGE

MSS SUPPORT

COMMAND

SECTION

OFFICE OFFICE

OFFICE

INBINTS

OFFICE

OFFICE

OFFICE

OFFICEOFFICE

STORAGE

STORAGE

ACCOUNTING

NAF + QUALITY

STORAGE

MSS/CC

CSS

AIR NATIONAL

VIEW WINDOW

1219mmX

2438mm

CCF

STORAGE

C .S m m m m

4474mm 2463mm m m

TCO

CLASIF.

SAFES

C.S.

RESERVE

2438mm

5486mm13144mm m m m m m m mm

CORRIDOR

FLOOR REPAIR AREA PLAN

REPAIR CONCRETE FLOOR WITH ARDEX SELF-LEVELING UNDERLAYMENT 3.

OR APPROVED EQUAL IN AREAS SHOWN ON FLOOR REPAIR PLAN

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

WOMEN

MECH

MEN

STAIR

DOVER AIR FORCE BASE DELAWARE

ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE

REPAIR PERSONNEL FACILITY

DRAWN BY DESIGNED BY DATE SHEET

SCALE PROJECT NO. DRAWING NO.

AIR MOBILITY COMMAND

CHIEF ENGINEER CIVIL ENGINEER

921042

DATE

SUBMITTED

REV

APPROVED

DESCRIPTION

SEPT 2002

COMMANDER

OF

APPROVED

DRAWN APPR'D

A-2

REBRLW

SECOND FLOOR PLAN

AS NOTED

B 17JUL03 ISSUE FOR BID

ISSUE FOR REVIEW11AUG00A

W-4830

WHEN PRINTING A "SOURCE VIEW" DRAWING, THE

SCALE MUST BE SET TO 100AND PLOTTED ON A

30" X 42" DRAWING SHEET IN ORDER FOR THE

SCALE TO BE CORRECT. ALL SCALES SHOWN ARE

BASED ON A STANDARD DRAWING SHEET SIZE OF

30"X 42". IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL

ADJUST THE SCALES ACCORDINGLY. CONTRACTOR

SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE

ABOVE.

Note:

EWB FTW

FTWEWB

1 08APR04 CHANGE FLOOR PLAN YA VPZ

1 1

1 1 1 1

1 1 1 1

11 1 1 1 1 1

111111 1

2 01JUN04 CHANGE FLOOR PLAN YA VPZ

2 2

2 2

2 2

3 21JUN04 CHANGE SWING OF DOOR, DELETE INTERIOR WINDOW YA VPZ

3 3

3 3

18Mar05 CHANGE DOOR LOCATIONS AND DOOR SWING SJL

4 4

4 4

4 4

4 4

4 4

4 4

4 4

KHS

5 20May05 REVISE DOORS/ROOMS KHSKHS

6 16Nov06 AS-BUILT FL

6 6

N

SCALE: 1:100

SECOND FLOOR DEMOLITION PLAN

N

SECTION

FINANCE COMMAND

MEETING ROOM

PROPERTY

QC

NCOIC

PPTY

SUPT.

LEARNING

CENTER

STORAGE

COPY/

TMO

INTS

SECURED ROOM

CIVILIAN PERSONNEL

OFFICE OFFICE

COUNSELINGINB

COUNSELING

OFFICE

OFFICE

OFFICE

TESTING

UNI-SEX TOILET

HANDICAPPED

COMPUTERING

4 STATIONS

MPF

OFFICE

OFFICE

LARGE CONFERENCE

ROOM

PERSON TESTING

ROOM

ROOM

BREAK

MEETING ROOM

STORAGE

OFFICE

OFFICE

CLOSET

JANITOR

OFFICE

GUARD

QUALITY/MANPOWER

203 204 205

LOBBY

ELEVATOR

CORRIDOR

HALL

STORAGE

STORAGE 228

OFFICE

OFFICE

OFFICE

OFFICE

MEETING ROOM

236237

CORRIDOR

OFFICE

OFFICE

STORAGE

249250

252 253

255256

HALL

HALL

203 204 205 206 208

210211 212213214215

218 219

221 222

236 237

252 253

259258

266267

VESTIBULE

9448mm9315mm 9448mm 9448mm

ABOVE, WITH

HUNG GUTTER

NEW CANOPY

9448mm 9448mm 9448mm 9315mm m m m m m m m m

203 CMU FIRE WALL

CANOPY ROOF

ELEVATOR

SECOND FLOOR PLAN

SCALE: 1:100

ABOVE TO

& LADDER

m m m m m m m m m m m m 3 m m m m m m m m m m m m m m

527mm 368mm

4585mm 3061mm

775mm

902mm mm

3048mm 3061mm mm

3048mm 4585mm mm

3048mm 4585mm

902mm 902mm

6109mm mm mm

7645mm mm mm

6109mm

368mm 527mm

406mm

2743mm 2743mm3150mm

406mm

527mm 368mm

6109mm mm mm

1537 3061mm 4585mm 1803 mm

4585mm 3061mm

902mm 527mm368mm

6109mm7645mm 1676 mm mm mm

4585mm3061mm

902mm m m m m m m m m m m m m m m m m m m m m m m

117mm

14081mm

117mm

117mm

6477mm

117mm117mm156mm 117mm

3658mm2438mm4248mm4506mm

117mm117mm117mm117mm

4738mm4477mm3724mm3983mm

117mm

117mm

U.L. U411

FIRE PARTITION

2946mm6134mm5512mm

EWC

m m

117mm m m m m m m m m m m m m m m m m117mm117mm117mm117mm

5420mm3849mm9196mm9395mm

117mm117mm117mm m m

3836mm5385mm5343mm

117mm

6192mm6999mm

3613mm3613mm1829 mm m m

CHIEF PERSONAL

m m m m m m m m m m m m m m m m

5512mm 1713 mm

117mm mm

127mm

EWC

m m m m m m

117mm

3631mm 4295mm1219 mm m m

117mm 117mm

117mm

117mm

3929mm 3765mm

117mm

117mm m m m m

5616mm

9394mm 9196mm

117mm 117mm

4241mm

117mm mm

SEE DETAILS

DWG. A-20

11656mm m m m m m m m m m m

3043mm mm m m

5611mm

117mm

3657mm 4 m m m m m m m m m m

REMAIN TO BE REUSED

REMOVE DOORS ONLY, DOOR FRAMES SHALL1

PATCH

CMU WALL

PATCH

CMU WALL

202/A

A2 A19

EXISTING

ROOF

HATCH &

LADDER

TO REMAIN

ROB W.

ROB W.

ROB W. ROB W. ROB W.

ROB W.

ROB W.

ROB W.

ROB W.

SCALE: 1:20

ELEVATION @ WOMENS TOILETS (TYPICAL)

SCALE: 1:20

ELEVATION @ MENS TOILETS (TYPICAL)

CERAMIC TILE WALLS

ROB W. ROB W. ROB W. ROB W.

CERAMIC TILE WALLS

3 4 3

A2 A19

A1 A2

A

A2A1

B

A2 A18

A2 A18

A2 A13

A2 A14

A2

A14

A2 A14

A15A2

VIEW WINDOW

1219mmX2438mm

209A

C .S

C.S.

C .S

C .S

C.S.

C.S.

C.S.

C.S. C.S.

FURR &

DRYWALL

EXISTING

CMU WALLS

C.S.

C.S.

C.S. C.S. C.S.

C.S. C.S.

C.S.

C.S. C.S.

C.S.

C .S

C.S.

ACCENT STRIP @ ALL WALLS

m m m m m m

ROB W.

SOLID PLASTIC PARTITIONS

& DOORS

LAMINATED PLASTIC COUNTERS

& BACK SPLASH (TYP.)

EXISTING CMU

F.E. + CAB

F.E. +CAB

F.E.+CAB

F.E. F.E.

FLASHING

REMAIN

ROOF HATCH

REMOVE ALL SUSPENDED CEILING SYSTEM IN ITS ENTIRETY.

REMOVE ALL WALLS IN THIER ENTIRETY AS DENOTED BY HEAVY DASHED LINE.

2.

1.

GENERAL DEMOLITION NOTES:

DRAWING NOTE:

GENERAL NOTE:

PROVIDE 76mm SOUND BATT INSULATION AT ALL CORRIDOR STUD WALLS.

F.E. + CAB

VIEW WINDOW

1524mm x 1219mm

NOTE: SEE DWG A-1 FOR TOILET ACCESSORY SCHEDULE

DPC

DPC

DPC

DPC

DPC

DPC

DPC DPC

ROOM

WOMEN

MEN

STAIRSTAIR

MECH

1 2 3 4 5 6 7 8 9

A

B

C

D

WOMEN

MEN

JANITOR

CLOSET

MECHANICAL

HANDICAPPED

UNI-SEX TOILET

OFFICE512 QUALITYMPF/CC

SUPER4 STATIONS

COMPUTERINGUNASSIGNEDOFFICECOUNSELING COUNSELING

COPY

ROOM

TMO

QC

NCOIC

SUPT.

PPTY

CHIEF PERSONAL PROPERTY

CENTER

LEARNING

CIVILIAN PERSONNEL

SECURED ROOM

MEETING ROOM

FINANCE COMMAND

SECTION

LARGE CONFERENCE

ROOM

MEETING ROOM

QUALITY/MANPOWER

STORAGE

MSS SUPPORT

COMMAND

SECTION

OFFICE OFFICE

OFFICE

INBINTS

OFFICE

OFFICE

OFFICE

OFFICEOFFICE

STORAGE

STORAGE

ACCOUNTING

NAF + QUALITY

STORAGE

MSS/CC

CSS

AIR NATIONAL

VIEW WINDOW

1219mmX

2438mm

CCF

STORAGE

C .S m m m m m m

TCO

C.S.

RESERVE

5486mm13144mm m m m m m m mm

CORRIDOR

7036mm

F.E. & CABINET

GATE W/SPRING

HINGES

DOVER AIR FORCE BASE DELAWARE

ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE

DRAWN BY DESIGNED BY DATE SHEET

SCALE PROJECT NO. DRAWING NO.

AIR MOBILITY COMMAND

CHIEF ENGINEER CIVIL ENGINEER

921042

DATE

SUBMITTED

REV

APPROVED

DESCRIPTION

SEPT 2002

COMMANDER

OF

APPROVED

DRAWN APPR'D

A-3

REBRLW

FIRST FLOOR REFLECTED CEILING PLAN

AS NOTED

PLOT 1-1 E SIZE mm

LINETYPE SCALE TO PLOT = 25.4

SCALE: 1:100

FIRST FLOOR REFLECTED CEILING PLAN

B 17JUL03 ISSUE FOR BID

ISSUE FOR REVIEW11AUG00A

W-4830

WHEN PRINTING A "SOURCE VIEW" DRAWING, THE

SCALE MUST BE SET TO 100AND PLOTTED ON A

30" X 42" DRAWING SHEET IN ORDER FOR THE

SCALE TO BE CORRECT. ALL SCALES SHOWN ARE

BASED ON A STANDARD DRAWING SHEET SIZE OF

30"X 42". IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL

ADJUST THE SCALES ACCORDINGLY. CONTRACTOR

SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE

ABOVE.

Note:

EWB FTW

FTWEWB

C

1 08JUN04 NEW REFLECTED CEILING PLAN YA VPZ

2 19JUL04 SHOWS DIFFUSERS, NOTE FOR CEILING IN STAIRWELLS YA VPZ

2 2

3 21NOV06 AS-BUILT FL

33 33

METAL LINEAR CEILING AT SHADED AREAS

GENERAL NOTES:

1.

SEE ELECTRICAL AND MECHANIAL DWGS FOR 2.

ADDITIONAL CEILING DEVICES & DEVICE LEGEND

EXPOSED TO

STRUCTURE

ABOVE

EXPOSED TO

STRUCTURE

ABOVE

DRYWALL SOFFIT

AND GRID SYSTEM.

610mm X 610mm ACOUSTICAL CEILING TILE3.

MECHANICAL EQUIPMENT

STORAGE

LIASON

VESTIBULE

LAN

FMA

FMA CHIEF

TRAINING

WOMEN

MEN

STORAGE

STAIR

VAULT

SUPPLIES

CUSTOMER SUPPORT

CASHIER CAGE

CIVILIAN PAY

& P&C

CUSTOMER SERVICE

FMA

FSO

NAF

JANITOR

CLOSET

(TO REMAIN)

RETIRES

VENDING

SECURITY FORCES

AND SEPERATION (3)

REENLISTMENT

(TO REMAIN)

SMALL CONFERENCE

KITCHENETTE

(TO REMAIN)

PROMOTIONS (3)

HANDICAPPED

UNI-SEX TOILET

STAIR

MEN

WOMEN

RECORDS

PERSONNEL

CUSTOMER SERVICE

JOINT WAITING ROOM

VESTIBULE

EX. BATH

CASUALTY (2)

PERSONNEL

COMPUTERS

TESTING

LOBBY

LP1-6

B

G

G

D

D

D

LP1-4

B

LP1-10,12

B B

B B

B

LP1-3

G

G

LP1-1

D

D

LP1-7

G

B B

B

F

FF

F

F

D

H

E

E

E

E

E

E

E

E

E

E

H

F

F F

F F

F

SEE NOTE 2

K

K

K K

K

K

K

H

H

H

H

H

P

S

S

P

P

PROVIDE PHOTOCELL.

MOUNT ABOVE CANOPY

P

MOUNT ABOVE CANOPY

PROVIDE PHOTOCELL.

LP1-19

LP1-22

LP1-

16,18

LP1-17

LP1-20 K

K

J

K

K K KK

K K K

REFER TO SPECIFICATIONS

FOR DETAILS.

FOR DETAILS.

REFER TO SPECIFICATIONS

MOUNT ABOVE CANOPY

PROVIDE PHOTOCELL.

FOR DETAILS.

REFER TO SPECIFICATIONS

MOUNT ABOVE CANOPY

PROVIDE PHOTOCELL.

B

B

B B

BB

B

E

E

E

J J

J

LP1-9

K

3 3

LP1-2,14

LP1-14

LP1-11,13

LP1-5

144 101

1A

143 121

1B

REMOVE EXISTING

CANOPY AND ALL

ASSOCIATED FRAMING

AND COLUMNS

1 1

1 REMOVE DOORS ONLY, DOOR FRAMES SHALL REMAIN TO BE REUSED.

AD1 AD1

AD1 AD1

DRAWING NOTES:

CAREFULLY REMOVE EXISTING 20'-3"± WIDE COILING GRILLE, MOTOR2

AND CONTROLS TO BE RELOCATED TO COUNTER IN NEW LOBBY, SEE

STAIRS TO REMAIN

STAIRS TO REMAIN

CLOSET TO REMAIN CLOSET TO REMAIN

EXISTING DOOR

& FRAME TO

REMAIN

NEW FLOOR PLAN DWG A-1.

ALUMINUM DOOR & FRAME

AND SIDELITE TO BE

REMOVED, CLEANED AND

RELOCATED, SEE DWG A-1

F.E.

COILING GRILLE, SEE NOTE

EXISTING

PLATFORM

A

A.5

A.7

B

B.5

C

C.5

D

1 2 3

4 5

6 7 8 9

B.8

B.6

C.3

C.7

C.4

UNI-SEX TOILET

HANDICAPPED

CLOSET

JANITOR

COMPUTERS

PERSONNEL

TESTING

CASUALTY (2)RECORDS

RETIRES REENLISTMENT (3) PROMOTIONS (3)

LOBBY

EMPLOYMENT

VESTIBULE

FMA CHIEF FMA NAF

FSO

SUPPLIES

TRAINING

VAULT CIVILIAN PAY

& P&C

CUSTOMER SUPPORT

CUSTOMER SERVICE

STORAGE

LIASON

VESTIBULE

LAN

STORAGE

FMA

JOINT WAITING ROOM

VENDING

CUSTOMER SERVICE

PERSONNEL

CANOPY

ABOVE

AND SEPERATION (3)

RELOCATIONS

REMOVE

18923

MAKE CEILING

HEIGHT MIN. 9'

FROM LANDING

(TYP)

SLOPED CLG.

OVER STAIRS

SLOPED CLG.

OVER STAIRS

A-4

REBRLW

SECOND FLOOR REFLECTED CEILING PLAN

AS NOTED

& HAVE BEEN ROUNDED UP TO THE NEAREST FULL mm

FACILITY #520

DOVER AIR FORCE BASE DELAWARE

ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE

REPAIR PERSONNEL FACILITY

DRAWN BY DESIGNED BY DATE SHEET

SCALE PROJECT NO. DRAWING NO.

AIR MOBILITY COMMAND

CHIEF ENGINEER CIVIL ENGINEER

921042

DATE

SUBMITTED

REV

APPROVED

DESCRIPTION

SEPT 2002

COMMANDER

OF

APPROVED

DRAWN APPR'D

ISSUE FOR REVIEW11AUG00

ISSUE FOR BID17JUL03

WHEN PRINTING A "SOURCE VIEW" DRAWING, THE SCALE MUST BE

SET TO 100AND PLOTTED ON A 30" X 42" DRAWING SHEET IN

ORDER FOR THE SCALE TO BE CORRECT. ALL SCALES SHOWN ARE

BASED ON A STANDARD DRAWING SHEET SIZE OF 30"X 42". IF

ANY OTHER SIZE DRAWINGS ARE FURNISHED OR PLOTTED THE

CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE

ABOVE.

Note:

A

B

W-4830

EWB FTW

FTWEWB

C EWB FTW

1 08JUL04 NEW REFLECTED CEILING PLAN YA VPZ

2 19JUL04 SHOWS DIFFUSERS, NOTE FOR CEILING IN STARIRWELLS YA VPZ

2 2

3 20NOV06 FLAS-BUILT

XX XX

X

SCALE: 1:100

SECOND FLOOR REFLECTED CEILING PLAN

610mm X 610mm ACOUSTICAL CEILING TILE

ADDITIONAL CEILING DEVICES & DEVICE LEGEND

SEE ELECTRICAL AND MECHANIAL DWGS FOR

METAL LINEAR CEILING AT SHADED AREAS

AND GRID SYSTEM.

GENERAL NOTES:

3.

2.

1.

EXPOSED

STRUCTURE

ABOVE

STRUCTURE

ABOVE

EXPOSED

OPEN

SHAFT

S S

B

B B

B

S S S

S

S

S

S S

S

B

B

S

S

S

S

S

S S

S S

A A A

AAA

S S

S

S

S

BB

S S

MECH

WOMEN

MEN

STAIR

MECHANICAL

ROOM

STAIR

MEN

WOMEN

S

LP2-13

S

S

S

S

S S

S S

S

S S

S

S

S LP2-9

S

S

S

S

LP2-12

S S

S

M

LP2-8

S

M

S

S

S

S

S

S

S

S

LP2-7

S

S

S

S

S

S

S

S

S

S

S

S

S

S

LP2-6

S

S

S S

S

S

S

S

S

LP2-5

S

LP2-4

S

S

S

LP2-2

S

S

SS

M

S

M

S

S

S

S

S

LP2-1

SS

LP2-3

S

S

SS

S

SSS S

S

LP2-11

S

S

S

B B

S

LP2

-10

S

SECOND FLOOR PLAN- LIGHTING- NEW WORK

SCALE: 1 : 100

N

SS

FINAL LIGHTING FIXTURE LOCATIONS SHALL BE COORDINATED WITH

UNLESS NOTED OTHERWISE, ALL LIGHTING FIXTURES SHALL BE TYPE .

DUCTWORK INSTALLATION.

DRAWING NOTES:

A

F F

F F

BB

F

F

F F

G G

F

F

H

H

H

H

L

P

LP2

PROVIDE TYPE LIGHTING FIXTURE AND PHOTOCELL IN ELEVATOR

TOWER. REFER TO DRAWING E6-2 FOR DETAILS.

3 L

K

K

J

D

D

J

K

S

PROVIDE LIGHT SWITCH IN THIS LOCATION. PROVIDE ENGRAVED ACRYLIC

LABEL IDENTIFYING SWITCH AS "ATTIC LIGHTING"

LP2

-16

LP2-14

-18

LP2-15

LP2-19

LP2-21

J

LP2-22

LP2-20

ONE SWITCH AND INSIDE LAMP ON AND THEN SWITCH.

AND SHALL BE MULTI-LAMP SWITCHED WITH TWO OUTSIDE LAMPS ON

ALL TYPE "A" & "B" FIXTURES SHALL BE PROVIDED WITH TWO BALLAST

ALL EMERGENCY LIGHTING WIRING SHALL BE 19mm C. 2#10 & 1#10

GRD. UNLESS NOTED OTHERWISE.

SS

S S

S SS S

S S

S S

202A

203 204

209A

210 211

216215

N

SECOND FLOOR DEMOLITION PLAN

N

SECTION

FINANCE COMMAND

MEETING ROOM

PROPERTY

QC

NCOIC

PPTY

SUPT.

LEARNING

CENTER

ROOM

COPY

TMO

INTS

SECURED ROOM

CIVILIAN PERSONNEL

OFFICE OFFICE

COUNSELINGINB

COUNSELING

OFFICE

OFFICE

OFFICE

TESTING

UNI-SEX TOILET

HANDICAPPED

COMPUTERING

4 STATIONS

MPF

OFFICE

OFFICE

LARGE CONFERENCE

ROOM

PERSON TESTING

ROOM

ROOM

BREAK

MEETING ROOM

STORAGE

OFFICE

OFFICE

CLOSET

JANITOR

OFFICE

GUARD

QUALITY/MANPOWER

203 204 205

LOBBY

ELEVATOR

CORRIDOR

HALL

STORAGE

STORAGE 228

OFFICE

OFFICE

OFFICE

OFFICE

MEETING ROOM

236237

CORRIDOR

OFFICE

OFFICE

STORAGE

249250

252 253

255256

HALL

HALL

VESTIBULE

9448mm9315mm 9448mm 9448mm

ABOVE, WITH

HUNG GUTTER

NEW CANOPY

9448mm 9448mm 9448mm 9315mm m m m m m m m m

203 CMU FIRE WALL

CANOPY ROOF

ELEVATOR

SECOND FLOOR PLAN

SCALE: 1:100

ABOVE TO

& LADDER

m m m m m m m m m m m m 3 m m m m m m m m m m m m m m

527mm 368mm 775mm

902mm

4585mm mm 3048mm 4585mm

902mm 902mm

6109mm

368mm 527mm

406mm

2743mm 2743mm3150mm

406mm

527mm 368mm

6109mm mm mm

1537 3061mm 4585mm 1803 mm

4585mm 3061mm

902mm 527mm368mm

6109mm7645mm 1676 mm mm mm

4585mm3061mm

902mm m m m m m m m m m m m m m m m m m m m m m m

117mm

14081mm

117mm

117mm

6477mm

117mm117mm156mm 117mm

3658mm2438mm4248mm4506mm

117mm117mm117mm117mm

4738mm4477mm3724mm3983mm

117mm

117mm

U.L. U411

FIRE PARTITION

2946mm6134mm5512mm

EWC

m m

117mm m m m m m m m m m m m m m m m m117mm117mm117mm117mm

5420mm3849mm9196mm9395mm

117mm117mm117mm m m

3836mm5385mm5343mm

117mm

6192mm6999mm

3613mm3613mm1829 mm m m

CHIEF PERSONAL

m m m m m m m m m m m m m m m m

5512mm 1713 mm

117mm mm

127mm

EWC

m m m m m m

117mm

3631mm 4295mm1219 mm m m

117mm 117mm

117mm

117mm

3929mm 3765mm

117mm

117mm m m m m

5616mm

9394mm 9196mm

117mm 117mm

4241mm

117mm mm

SHAFT

ENCLOSURE

U.L. DESIGN

U438

SEE DETAILS

DWG. A-20

11656mm m m m m m m m m m m

3043mm mm m m

5611mm

117mm

3657mm 4 m m m m m m m m m m

REMAIN TO BE REUSED

REMOVE DOORS ONLY, DOOR FRAMES SHALL1

PATCH

CMU WALL

PATCH

CMU WALL

STORAGE

202A

A2 A19

EXISTING

ROOF

HATCH &

LADDER

TO REMAIN

A2 A19

A2 A18

A2 A18

A2 A13

A2 A14

A2

A14

A2 A14

A15A2

VIEW WINDOW

1219mmX2438mm

209A

C .S

C.S.

C .S

C .S

C.S.

C.S.

C.S.

C.S. C.S.

FURR &

DRYWALL

EXISTING

CMU WALLS

C.S.

C.S.

C.S. C.S. C.S.

C.S. C.S.

C.S.

C.S. C.S.

C.S.

C .S

C.S.

EXISTING CMU

F.E. + CAB

F.E. +CAB

F.E.+CAB

F.E. F.E.

FLASHING

REMAIN

ROOF HATCH

DRAWING NOTE:

F.E. + CAB

VIEW WINDOW

1524mm x 1219mm

DPC

DPC

DPC

DPC

DPC

DPC

DPC DPC

ROOM

WOMEN

MEN

STAIRSTAIR

MECH

1 2 3 4 5 6 7 8 9

A

B

C

D

WOMEN

MEN

JANITOR

CLOSET

MECHANICAL

HANDICAPPED

UNI-SEX TOILET

OFFICE512 QUALITYMPF/CC

SUPER4 STATIONS

COMPUTERINGUNASSIGNEDOFFICECOUNSELING COUNSELING

COPY

ROOM

TMO

QC

NCOIC

SUPT.

PPTY

CHIEF PERSONAL PROPERTY

CENTER

LEARNING

CIVILIAN PERSONNEL

SECURED ROOM

MEETING ROOM

FINANCE COMMAND

SECTION

LARGE CONFERENCE

ROOM

MEETING ROOM

QUALITY/MANPOWER

STORAGE

MSS SUPPORT

COMMAND

SECTION

OFFICE OFFICE

OFFICE

INBINTS

OFFICE

OFFICE

OFFICE

OFFICEOFFICE

STORAGE

STORAGE

ACCOUNTING

NAF + QUALITY

STORAGE

MSS/CC

CSS

AIR NATIONAL

VIEW WINDOW

1219mmX

2438mm

CCF

STORAGE

C .S m m m m m m

TCO

C.S.

RESERVE

5486mm13144mm m m m m m m mm

CORRIDOR

7036mm

LANDING

MIN.

CEILING

(TYP)

FROM

HEIGHT

MAKE

9'

SLOPED CLG. OVER STAIRS

SLOPED CLG. OVER STAIRS

DOVER AIR FORCE BASE DELAWARE

ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE

REPAIR PERSONNEL FACILITY

DRAWN BY DESIGNED BY DATE SHEET

SCALE PROJECT NO. DRAWING NO.

AIR MOBILITY COMMAND

CHIEF ENGINEER CIVIL ENGINEER

921042

DATE

SUBMITTED

REV

APPROVED

DESCRIPTION

SEPT 2002

COMMANDER

OF

APPROVED

DRAWN APPR'D

A-5

REBRLW

ROOF PLAN

AS NOTED

PLOT 1-1 E SIZE mm

LINETYPE SCALE TO PLOT = 25.4

11AUG00

17JUL03

A

B

W-4830

ISSUE FOR REVIEW

ISSUE FOR BID

WHEN PRINTING A "SOURCE VIEW" DRAWING, THE

SCALE MUST BE SET TO 100AND PLOTTED ON A

30" X 42" DRAWING SHEET IN ORDER FOR THE

SCALE TO BE CORRECT. ALL SCALES SHOWN ARE

BASED ON A STANDARD DRAWING SHEET SIZE OF

30"X 42". IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL

ADJUST THE SCALES ACCORDINGLY. CONTRACTOR

SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE

ABOVE.

Note:

EWB FTW

FTWEWB

20NOV061 AS-BUILT FL

A

A.5

A.7

B

B.5

C

C.5

D

1 2 3

4 5

6 7 8 9

B.8

B.6

C.3

C.7

C.4

SCALE: 1:100

ROOF PLAN

DS EJ

HIP CAP FLASHING

DS EJ

E J

EJ

D S

DS

DS

E J

EJ

D S

E J

DS EJEJ DS

EJ

EJ

DSEJDS

D S

E J

EJDS

E J

D S

E J

EJ

EJ

DSEJDSDS EJEJDSEJ

EJ

CONTINUOUS GUTTER

@ CANOPY

102mm HUNG GUTTER

CONTINUOUS HUNG

GUTTER @ PERIMETER

VENTED RIDGE CAP

HIP FLASHING CAP

STRUCTURAL STANDING SEAM METAL

ROOFING SYSTEM WITH 406mm PAN

WIDTH. UL-90 RATING WITH KYNAR

FINISH ON RETROFIT FRAMING SYSTEM

WITH A 3:12 SLOPE…