A.2.11.3 W9128A22R0016 Am-0006 Drawings.pdf

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10'-0" (MAX) SPACING

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TOP RAILPOST CAP

BRACE RAILS 3/8" DIA TRUSS ROD

LINE POST CHAIN LINK FENCE FABRIC POST CAP

CORNER, END

OR PULL POST

FINISHED

GRADE

TIE WIRES (TYP) ALONG

TOP RAILS AND POSTS

BOTTOM RAIL

BRACE RAILS

TIE WIRES (TYP) ALONG

TOP RAILS AND POSTS

PROVIDE CONCRETE FOOTING.

DIAMETER OF FOOTING MUST BE

4X POST DIAMETER (TYP UON).

3/8" DIA TRUSS ROD

1'-6" DIAMETER FOUNDATION,

TYPICAL

1'-6" DIAMETER

FOUNDATION,

TYPICAL

FITTINGS NOTES:

1. ALL FITTINGS MATERIAL MUST BE AS

SPECIFIED.

ELEVATION ELEVATION - ROUND POST

PLAN

PLAN - ROUND POST

ELEVATION - "H" POST

PLAN - "H" POST

PLAN - "H" POST

ELEVATION - "H" POST

PLAN - ROUND POST

ELEVATION - ROUND POST

ELEVATION TOP OR BRACE

RAIL ATTACHMENT

SELVAGE

T & B

1" TO BOTTOM

OF FABRIC

BOTTOM RAIL OPTION

BOTTOM RAIL

FENCE FABRIC

3/8" DIAMETER

CARRIAGE BOLTS

LINE POST

9-GAGE STEEL

TIE WIRES

2'-0" O.C. (MAX)

FENCE FABRIC

9-GAGE STEEL TIE

WIRE 15" O.C. (MAX)

AND WITHIN 4" FROM

TOP AND BOTTOM OF

FABRIC

FENCE FABRIC

9-GAGE STEEL TIE

WIRE 15" O.C. (MAX)

AND WITHIN 4" FROM

TOP AND BOTTOM OF

FABRIC

5/16" Ø BOLT WITH

HEX NUT

5/16" Ø BOLT WITH

HEX NUT

BRACE RAIL

BOLT AND NUT

CORNER, OR END,

OR GATE POST

TURNBUCKLE

TRUSS ROD

TENSION BAR

TENSION OR

FABRIC BAND

BRACE BAND

RAIL END WITH OFFSET LUG

BRACE OR BOTTOM RAIL

TRUSS ROD

ROUND LINE POST

BRACE BAND

RAIL END WITH OFFSET LUG

BRACE OR BOTTOM RAIL

RAIL END WITH ALTERNATE

TRUSS ROD ATTACHMENT

BRACE OR BOTTOM RAIL

ROUND LINE POST

BRACE BAND

CS502

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US Army Corps of Engineers ®

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CHAIN LINK FENCING NOTES:

1. FABRIC: THE STANDARD FENCE FABRIC MUST BE BLACK PVC-COATED 5179 STEEL WIRE CHAIN LINK WITH MESH

OPENINGS NOT LARGER THAN TWO INCHES PER SIDE AND A TWISTED AT TOP AND BOTTOM IN ACCORDANCE WITH

THE SPECIFICATIONS. UTILIZE 9-GAUGE FOR BASE INTERIOR OR WHEN JOINING AN EXISTING FENCE WHICH IS

ALREADY 9-GAUGE.

2. FABRIC TIES: ONLY 12-GAUGE STEEL TIES MUST BE USED. COATING OR PLATING WILL BE ELECTROLYTICALLY

COMPATIBLE WITH THE FENCE FABRIC TO INHIBIT CORROSION.

3. REINFORCEMENT: TENSION WIRES MUST BE INSTALLED AND INTERWOVEN (OR AFFIXED WITH FABRIC TIES) ALONG

THE TOP & BOTTOM OF THE FENCE FOR STABILIZATION OF THE FENCE FABRIC.

4. FENCE HEIGHT: CHAIN LINK FABRIC MUST BE 8' HIGH . THE TOTAL FENCE HEIGHT MUST BE 8'.

5. GROUND CLEARANCE: BOTTOM OF THE FENCE FABRIC MUST BE WITHIN TWO INCHES OF FIRM SOIL.

6. FENCE POSTS: MUST BE ASTM F1043 OR F1083 ROUND PIPE OR SQUARE TUBE AND MUST BE GALVANIZED IN

ACCORDANCE WITH THE SPECIFICATIONS. FENCE POST SPACING AND SIZE (DIAMETER) MUST BE DETERMINED IN

ACCORDANCE WITH CHAIN LINK FENCE MANUFACTURERS' INSTITUTE (WLG 2445). SPACING MUST NOT EXCEED 10'-0"

OC. SIZE (DIAMETER) MUST NOT BE LESS THAN THAT SPECIFIED.

7. FENCING DESIGN MUST COMPLY WITH UFC 4-022-03.

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CHAIN LINK FENCE DETAIL

A1

LINE POST DETAILS

CORNER OR END POST DETAILS

TYP. FENCE AND CORNER PANEL ELEVATION

TYP. FENCE AND BRACED PANEL ELEVATION

GENERAL CHAIN LINK FENCE NOTES:

1. SOME LOCATIONS MAY REQUIRE 9' OF FABRIC.

2. FENCE FABRIC TO BE PVC COATED BLACK

STEEL POST SCHEDULE

CORNER, END & FULL POST

USE AND SECTION

TUBULAR - ROUND

LINE POSTS

TUBULAR -ROUND

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

TUBULAR - SQUARE

H - SECTION

C - SECTION (ROLL FORMED)

4.0" O.D.

2.375" O.D.

1.50" O.D.

1.66" O.D.

1.625" X 1.50"

1.625" X 1.25"

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

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08/17/2022

TREES CODE BOTANICAL / COMMON NAME SIZE QTY REMARKS

CN CASSIA X NEALIAE / RAINBOW SHOWER TREE 25 GAL 8 10' H X 6' W 2 " CALIPER

PT PANDANUS TECTORIUS / HALA / SCREWPINE 12`H X 8`W FIELD DUG 4 12' H X 8'W FIELD DUG

GROUND COVERS CODE BOTANICAL / COMMON NAME CONT SPACING QTY REMARKS

ZE ZOYSIA JAPONICA 'EL TORO' / EL TORO ZOYSIA GRASS SPRIG 6" o.c. 17,855 SF

PLANT SCHEDULE

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US Army Corps of Engineers ®

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GENERAL NOTES

1. VERIFY LOCATION OF UNDERGROUND UTILITIES AND OTHER OBSTRUCTIONS THAT MAY AFFECT

THE WORK. REPORT ANY OBSTRUCTIONS ENCOUNTERED TO THE CONTRACTING OFFICER.

REPAIR ALL DAMAGE TO ANY KNOWN UTILITY LINE OR OTHER UNDERGROUND OBSTRUCTION AT

CONTRACTOR'S EXPENSE. REPORT DAMAGE TO ANY UNKNOWN UTILITIES TO THE CONTRACTING

OFFICER.

2. THE LANDSCAPE ESTABLISHMENT AND GUARANTEE PERIOD WILL COMMENCE ON THE DATE

THAT INSPECTION BY THE CONTRACTING OFFICER SHOWS THE NEW PLANTS FURNISHED UNDER

THIS CONTRACT HAVE BEEN SATISFACTORILY INSTALLED AND MUST CONTINUE FOR A PERIOD

OF 365 DAYS FOR TREES AND 120 DAYS FOR GROUNDCOVER AREAS.

3. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTS HAVE BEEN INSTALLED. INSPECT EXTERIOR

PLANTS AT LEAST ONCE A WEEK DURING THE INSTALLATION AND ESTABLISHMENT PERIOD AND

PERFORM NEEDED MAINTENANCE PROMPTLY. MAINTENANCE CONSISTS OF, BUT IS NOT LIMITED

TO, THE FOLLOWING:

WATERING, PRUNING, FERTILIZING, ADJUSTING STAKES, WEEDING AND PERFORMING OTHER

OPERATIONS NECESSARY TO PROMOTE PLANT GROWTH AND VIGOR.

4. TURF AREAS, PAVEMENT AND FACILITIES THAT HAVE BEEN DAMAGED FROM THE PLANTING

OPERATION MUST BE RESTORED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

KEEP CLEAN AT ALL TIMES AT LEAST ONE PAVED PEDESTRIAN ACCESS ROUTE AND ONE PAVED

VEHICULAR ACCESS ROUTE TO EACH BUILDING. CLEAN PAVING WHEN WORK IN ADJACENT

AREAS IS COMPLETE.

PLANTING NOTES

1. REFER TO SPECIFICATIONS SECTIONS 32 05 33 LANDSCAPE ESTABLISHMENT, 32 92 26 SPRIGGING

AND 32 93 00 EXTERIOR PLANTS PRIOR TO THE START OF WORK. CONTRACTOR SHALL BE HELD

RESPONSIBLE FOR ALL MATERIALS, SCHEDULING, PRODUCTS, WARRANTIES AND METHODS FOR

EXECUTION OF WORK WHICH MAY NOTE BE INDICATED IN THE DRAWINGS.

2. BACKFILL MIX SHLL CONSIST OF THREE (3) PARTS OF AMENDED IMPORTED PLANTING SOIL TO

ONE (1) PART COMPOSTED DERIVATIVES (SEE SPECIFICATIONS). ADD ONE (1) POUND OF 10-30-10

FERTILIZER TO ONE (1) CUBIC YARD OF BACKFILL MIX. MIX THOROUGHLY ON PROJECT SITE

PRIOR TO ANY PLANTINGS OPERATIONS. NOTE THAT FERTILIZER COMPOSITION AND BACKFILL

MIX STATED IS A BASELINE AND TO BE ADJUSTED ACCORDING TO RECOMMENDATIONS FROM THE

SOIL COMPOSITION TEST RESULTS.

3. PLANTING TABLETS FOR TREES AND SHRUBS SHALL BE AS FOLLOWS:

A. FIELD SPECIMEN 12 TABLETS

B. 25 GALLON 8 TABLETS

C. 15 GALLON 5 TABLETS

D. 5 GALLON 3 TABLETS

E. 3 GALLON 2 TABLETS

F. 1 GALLON 1 TABLET

USE SLOW RELEASE FERTILIZER TABLETS 20-10-5, 21 GRAM SIZE

4. QUANTITIES SHOWN ON PLANT SCHEDULE ARE FOR REFERENCE ONLY. VERIFY ACTUAL

QUANTITIES AS SHOWN ON PLAN TO PROVIDE FULL AND EVEN COVERAGE OF PLANTING AREAS.

5. 120 DAY LANDSCAPE MAINTENANCE PERIOD FOR GROUNDCOVER AND 365 DAYS FOR TREES -

SEE LANDSCAPE ESTABLISHMENT SECTION 32 05 33 FOR REQUIREMENTS.

6. REPAIR ALL AREAS DAMAGED DUE TO CONSTRUCTION PER SECTIONS 32 92 26 SPRIGGING AND 32

93 00 EXTERIOR PLANTS.

7. LOCATE/TONE FOR ALL EXISTING UTILITIES PRIOR TO START OF PLANT INSTALLATION. ANY

EXISTING UTILITES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED.

8. PRIOR TO DELIVERING AND SPREADING AMENDED SOIL AND PLANTING, CONTRACTOR TO CLEAR, GRUB AND REMOVE ALL WEEDS, STUMPS, ROOTS, ROCKS, PAVEMENT DEBRIS AND TRASH.

9. PROVIDE 4 INCHES OF IMPORTED TOPSOIL AND MIX IN 2" OF SOIL CONDITIONER.

10. TEMPORARY AND PERMANENT IRRIGATION SYSTEMS TO BE FUNCTIONAL PRIOR TO PLANTING.

11. CONTRACTOR TO FINE GRADE AMENDED SOIL TO REMOVE DEPRESSIONS, UNEVEN SURFACES, AND TO SURFACE DRAIN WATER.

12. PLACE ROOT BARRIERS ALONG EDGE OF PAVEMENT, STRUCTURES AND UTILITIES THAT ARE

WITHIN 10' OF ANY TREES (MEASURED AWAY FROM THE TREE TRUNK).

13. PLANT MATERIALS SHALL BE CHECKED PRIOR TO DELIVERY TO ENSURE THAT THEY ARE FREE OF

LITTLE FIRE ANTS AND COQUI FROGS.

14. PLANTS TO RECEIVE TEMPORARY IRRIGATION DURING ESTABLISHMENT PERIOD, THEN

IRRIGATION TO BE REMOVED.

15. CONTRACTOR TO PERFORM AERATION MINIMUM 4" DEPTH IN TURF AREAS AS DESCRIBED IN THE

SPECIFICATIONS.

PLANT SCHEDULE MAINTENANCE NOTES

1. ALL DISTURBED AREAS MUST BE RE-VEGETATED OR REPAIRED TO EXISTING PRE-SITE

CONSTRUCTION CONDITIONS OR BETTER. CONTRACTOR MUST RE-VEGETATE THE AREA AND

PROVIDE ESTABLISHMENT IRRIGATION/BMPS UNTIL DISTURBED AREAS ARE STABILZED AND

RE-ESTABLISHED.

2. INSPECTIONS MUST BE MADE ON A REGULAR BASIS, BY THE LANDSCAPE MAINTENANCE

PERSONNEL, TO OBSERVE AND PROVIDE REPAIRS OR REMEDIES TO THE FOLLOWING

COMPONENTS OF STORMWATER MANAGEMENT BMPS AND LID FEATURES:

A. REMOVAL OF SEDIMENT FROM BARRIERS AND SEDIMENTATION DEVICES

B. REPLACEMENT OR REPAIR OF WORN OR DAMAGED SILT FENCE FABRICS

C. REPLACEMENT OR REPAIR OF DAMAGED STRUCTURAL CONTROLS

D. REPAIR OF DAMAGED SOIL STABILIZATION MEASURES (INCLUDING SPRIGGED TURFGRASS

GROUNDCOVER PLANTING AND MULCH), AND

E. OTHER CONTROL MAINTENANCE AS DEFINED IN EACH BMP FACT SHEET.

3. INSPECT SPRIGGED AND HYDRO-MULCHED BMP AREAS PRIOR TO FORECAST RAIN, DAILY DURING

EXTENDED RAIN EVENTS, WEEKLY DURING THE RAINY SEASON, AND AT 2-WEEK INTERVALS

DURING THE NON-RAINY SEASON.

4. REPAIR AREAS WHERE EROSION IS EVIDENT AND BMPS RE-APPLIED AS SOON AS POSSIBLE.

5. WHERE TURFGRASS DIES AND AREA DOES NOT MEET ACCEPTABLE STAND OF TURF COVERAGE

CRITERIA PER SPRIGGING SPECIFICATIONS, RE-SPRIG, FERTILIZE AND APPLY MULCH DURING

OPTIMAL WEATHER CONDITIONS, USING NO LESS THAN HALF THE ORIGINAL APPLICATION RATE.

6. CONTRACTOR SHALL UTILIZE WATER CONSERVATION METHODS DURING PLANT ESTABLISHMENT

AND MAINTENANCE PERIOD INCLUDING BUT NOT LIMITED TO: NO RUNOFF, NO OVER WATERING, WATER USING DAILY ET VALUES & NO PONDING.

7. WATER SHALL BE APPLIED TO PLANTING AREAS IN SHORT INTERVALS TO PROHIBIT ANY SURFACE

PONDING OR RUN-OFF AND AT NO TIME SHALL WATER BE APPLIED TO CAUSE SOIL SATURATION.

8. OVER WATERING CAN RESULT IN DEATH OF PLANTS, POSSIBLE SOIL EXPANSION AND DAMAGE TO

CONCRETE AND ASPHALT PAVING, DAMAGE TO FOUNDATIONS AND POSSIBLE LOSS OF SOIL

COMPACTION.

9. PLANT MATERIALS USED ON THIS PROJECT HAVE VARYING WATER USE REQUIREMENTS THAT ARE

DETERMINED FROM SEASON TO SEASON, WEATHER CONDITIONS, TYPE OF PLANT, AND BY

LOCATION. WATER APPLICATION MUST BE ADJUSTED AS NECESSARY. PLANT MATERIAL, PLANTING

SOIL AND TEMPORARY IRRIGATION SYSTEMS REQUIRE CONTINUOUS, ON-GOING, PROFESSIONAL

MONITORING. IMPROPER MAINTENANCE AND MONITORING CAN LEAD TO SIGNIFICANT DAMAGE.

THE LANDSCAPE ARCHITECT HAS NO CONTROL OVER THE MAINTENANCE OF THE WORK

REPRESENTED ON THESE DRAWINGS AND THEREFORE DISAVOWS ANY RESPONSIBILITY FOR

DAMAGES CAUSED BY PLANT GROWTH AND/OR THE APPLICATION OF IRRIGATION WATER.

10. THE LANDSCAPE MAINTENANCE PERSONNEL FOR THE SITE MUST POSSESS KNOWLEDGE OF THE

WATER NEEDS FOR THE PLANTS. IT WILL BE THE SOLE RESPONSIBILITY OF THE LANDSCAPE

MAINTENANCE PERSONNEL TO DETERMINE THE WATER NEEDS FOR ALL PLANTS.

11. THE LANDSCAPE MAINTENANCE PERSONNEL MUST REMOVE AND REPLACE PLANTS ON A

PERIODIC BASIS. EACH TREE WILL NEED TO RECEIVE INDIVIDUAL CONSIDERATION FOR REMOVAL

BY A CERTIFIED ARBORIST.

12. NOTE: ENSURING THAT THE ABOVE PRECAUTIONS, REPAIRS AND CONTINUING MAINTENANCE ARE

PROPERLY PERFORMED IS THE RESPONSIBILITY OF THE GOVERNMENT AND EVENTUALLY THE

ON-SITE LANDSCAPE MAINTENANCE COMPANY. THE LANDSCAPE ARCHITECT OF RECORD HAS

BEEN RETAINED TO PREPARE THESE PLANS ONLY AND DOES NOT PROVIDE REVIEWS OF ON-SITE

MAINTENANCE. THE LANDSCAPE ARCHITECT DOES NOT ASSUME RESPONSIBILITY, LIABILITY OF

MAINTENANCE, REVIEW OF MAINTENANCE WORK, REPAIRS NOR DAMAGES RESULTING FROM LACK

OF REPAIRS, MAINTENANCE, ADJUSTMENTS, OR IMPROPER INSTALLATION.

LANDSCAPE MAINTENANCE DURING PLANTING ESTABLISHMENT PERIOD AND FUTURE MAINTENANCE &

OPERATIONAL NOTES AFTER ACCEPTANCE OF THE PROJECT BY THE GOVERNMENT AND AFTER THE

COMPLETION OF THE MAINTENANCE PERIOD BY THE CONTRACTOR.

REFER TO SPECIFICATIONS 32 05 33 LANDSCAPE ESTABLISHMENT FOR REQUIRMENTS DURING

PLANTING ESTABLISHMENT AND MAINTENANCE PERIOD.

REQUIREMENTS LISTED BELOW REPRESENT KEY, SITE SPECIFIC PLANTING AND STORM WATER BMP

RECOMMENDATONS. REFER ALSO TO RESOURCE DOCUMENTS LISTED BELOW FOR ADDITIONAL

REQUIREMENTS:

· CITY AND COUNTY OF HONOLULU STORM WATER BEST MANAGEMENT PRACTICE MANUAL

CONSTRUCTION AUGUST 2017.

· HAWAII STATE DEPARTMENT OF TRANSPORTATION (HDOT) HIGHWAYS DIVISION STORM WATER

PERMANANENT BEST PRACTICES MANUAL, APRIL 2015 FOR ONGOING, PERMANENT BMP

MAINTENANCE PRACTICES.

IT IS THE GOVERNMENT'S RESPONSIBILITY TO SUPPLY THESE PLANS WITH THE FOLLOWING NOTES

AND SPECIFICATIONS ALONG WITH CONTRACTOR DRAWN "AS-BUILT" PLANS TO ANY AND ALL FUTURE

MAINTENANCE COMPANIES.

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1. INFILL ALL (E) ABANDONED PENETRATIONS AND OPENINGS IN

CONCRETE FLOORS OR CONCRETE/MASONRY WALLS.

2. AT ALL LOCATIONS WHERE NEW CONCRETE IS PLACED AGAINST

(E) CONCRETE, ROUGHEN THE (E) CONCRETE TO 1/4" AMPLITUDE

AND CLEAN THE SURFACE PRIOR TO PLACING NEW CONCRETE.

3. REFER TO DRAWINGS S-001, S-002 FOR GENERAL NOTES,

ABBREVIATIONS AND SYMBOLS.

4. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING (INCLUDING THE

DESIGN) NEEDED DURING CONSTRUCTION AND DEMOLITION OF

EXISTING STRUCTURAL ELEMENTS.

5. CONTRACTOR MUST VERIFY ALL EXISTING CONDITION AND REPORT

ANY DISCREPANCIES TO CONTRACTING OFFICER AND EOR PRIOR

TO COMMENCEMENT OF WORK.

6. ALL DIMENSION SHOWN ON THE PLANS ARE TO AID THE

CONTRACTOR AND ARE BASED ON THE EXISTING AS-BUILTS.

CONTRACTORE SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO

COMMENCEMENT OF WORK.

7. ELEV 0'-0" = 1139.83' AMSL PER CIVIL.

8. SEE ARCH. PLANS FOR LOCATION OF (E) CMU WALLS TO REMAIN.

RESTRAIN (E) CMU WALLS PER .

9. SEE ARCH. PLANS FOR LOCATION OF NEW CONCRETE CURB.

CONCRETE CURB PER L16/S-502.

10. "CWXXX" DENOTES NEW CONCRETE WALL. SEE CONCRETE WALL

SCHEDULE F1/S-502.

11. WHERE STEEL BEAMS RUN THROUGH (E) CMU WALL, SAWCUT AND

REMOVE PORTION OF THE WALL AS REQUIRED (MAXIMUM 24" WIDE X

12" DEEP, DO NOT OVERCUT ) TO INSERT THE STEEL BEAM. COVER

THE OPENING PER F1/S-507.

12. IDENTIFY DAMAGED CONCRETE AND REPAIR PER SPECIFICATION

03 01 00. QUANTITIES FOR BIDDING PURPOSES ONLY: REPAIR 100LF

OF CONCRETE CRACK; REPAIR 100SF OF CONCRETE SPALL.

/L9 S-506

/L16 S-502

/F1 S-502

/F1 S-507

101112131415C15D

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TYP.

22' - 2" 5' - 4" 9' - 8" 7' - 2" 12' - 9" 12' - 9" 7' - 2" 9' - 8" 5' - 4"

92' - 0"

MATCHLINE

/H1 S-121

7' - 0" 7' - 0"

2 2

1. (E) FOOTING TO REMAIN, TYP.

2. 2'-0"H X 7'-0"W GRILLE OPENING IN (E) CONCRETE GRADE BEAM WALL, TO

REMAIN, TYP.

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O N

G

K H

A G

H

IG

H I

K H

A G

H

IG

H I

A U

G U

S T

W A

F

W A

-1 -D

-0

R T

A S

U B

M

IT

T A

L

F Y

M

D T

F

B

U

IL

D

IN

G

R Y

J

GENERAL SHEET NOTES

LEGEND

SHEET KEYNOTESXX

0 4' 8' 16'1/8" = 1'-0"A1

FOUNDATION PLAN - MIDDLE WING

A

M E

N D

M E

N T

/1 /2

101112131415C15D

MA

MB

MC

MD

ME

MF

MG

P

M10 M9 M8 M7 M6 M5 M4 M3 M2 M1

2" 23' - 3" 22' - 9" 22' - 9" 22' - 9" 22' - 9"

22' - 2" 5' - 4" 9' - 8" 7' - 2" 12' - 9" 12' - 9" 16' - 10" 5' - 4"

92' - 0"

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

MATCHLINE

/H1 SD121

TYP.

F2 F1 F5

F10 F10 F5

F14F14

F6

F6 F12 F12

F4

F16

F1

F16

F12 F10 F10 F9

F8F12F12F15 F7

F1

F1

F7

F8

F4

F4

1. SEE GENERAL SHEET NOTES ON S-111.

2. INFILL ALL (E) ABANDONED PENETRATIONS AND OPENINGS IN

CONCRETE FLOORS OR CONCRETE/MASONRY WALLS.

3. AT ALL LOCATIONS WHERE NEW CONCRETE IS PLACED AGAINST

(E) CONCRETE, ROUGHEN THE (E) CONCRETE TO 1/4" AMPLITUDE

AND CLEAN THE SURFACE PRIOR TO PLACING NEW CONCRETE.

4. REFER TO DRAWINGS S-001, S-002 FOR GENERAL NOTES,

ABBREVIATIONS AND SYMBOLS.

5. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING (INCLUDING THE

DESIGN) NEEDED DURING CONSTRUCTION AND DEMOLITION OF

EXISTING STRUCTURAL ELEMENTS.

6. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND REPORT

ANY DISCREPANCIES TO CONTRACTING OFFICER AND EOR PRIOR

TO COMMENCEMENT OF WORK.

7. NO POST INSTALLED ANCHORS ALLOWED WITHIN 1 3/8" OF

MASONRY WALL HEAD JOINT.

1. (E) CONC. FOOTING TO REMAIN, TYP.

2. (E) CONC. BM TO REMAIN, TYP.

3. (E) CONC. GRADE BEAMS TO REMAIN, TYP.

4. (E) CONC. TIE BEAMS TO REMAIN, TYP.

EXISTING FOOTING DIMENSION PER SCHEDULE ON SD111, V.I.F.

F#

WF2.875 PER PLAN PER PLAN 1' - 6"

WF3.0 PER PLAN PER PLAN 1' - 6"

WF3.125 PER PLAN PER PLAN 1' - 6"

T R

U E

N

C B A

MW EW

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

PLAN

NORTH

B

IM

/U

S H

I_ D

U

S A

C E

M

D T

F

B u ild in g

/R

Y J H

M R

B

L D

G D

M M

S .r v t

/1

/2

:1

:0

P

M

SD111

S T

R U

C T

U R

A L D

E M

O P

L A

N

M

ID

D L E

W

IN

G

F O

U N

D A

T

IO

N

H E

L E

M A

N O

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

O

A H

U H

I

H O

N O

L U

L U

D

IS

T R

IC

T

B L D

G

R

O O

M

F

O R

T S

H A

F T

E R

H

I -5

J A

C O

B S

-A H

L J

V B

IS

H

O P

S T

S U

IT

E

H

O N

O L U

L U

H

I

Z B

A D

R A

L

W .T

S

O N

G

K H

A G

H

IG

H I

K H

A G

H

IG

H I

A U

G U

S T

W A

F

W A

-1 -D

-0

R T

A S

U B

M

IT

T A

L

F Y

M

D T

F

B

U

IL

D

IN

G

R Y

J

1/8" = 1'-0"A1

FOUNDATION DEMO PLAN - MIDDLE WING

0 4' 8' 16'

GENERAL SHEET NOTES

LEGEND

SHEET KEYNOTESXX

A

M E

N D

M E

N T

/1 /2

A

M E

N D

M E

N T

/1 /2

EXISTING FOOTING SCHEDULE

(VERIFY DIMENSIONS IN FIELD)

Mark LENGTH WIDTH DEPTH

F1 3' - 0" 3' - 0" 1' - 3"

F2 3' - 3" 3' - 3" 1' - 3"

F3 3' - 9" 3' - 9" 1' - 3"

F4 7' - 9" 3' - 0" 1' - 6"

F5 7' - 9" 3' - 6" 1' - 6"

F6 7' - 9" 3' - 9" 1' - 6"

F7 4' - 0" 4' - 0" 1' - 3"

F8 4' - 3" 4' - 3" 1' - 3"

F9 5' - 0" 5' - 0" 1' - 3"

F10 5' - 10" 5' - 10" 1' - 6"

F11 13' - 10" 5' - 9" 1' - 6"

F12 6' - 0" 6' - 0" 1' - 6"

F13 6' - 4" 6' - 4" 1' - 6"

F14 6' - 6" 6' - 6" 1' - 6"

F15 7' - 0" 7' - 0" 1' - 6"

F16 7' - 3" 7' - 3" 1' - 6"

F17 7' - 9" 7' - 9" 1' - 8"

F18 8' - 0" 8' - 0" 1' - 8"

F19 9' - 3" 9' - 3" 2' - 0"

F20 10' - 0" 10' - 0" 2' - 0"

F21 10' - 3" 10' - 3" 2' - 0"

F22 10' - 6" 10' - 6" 2' - 0"

7 6 5 4 3 2 18

E

F

D.7

22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9"

TYP. 2

TYP.

M A

T C

H L

IN

E

H

S

D

MATCHLINE

/A12 SD114

F17 F17 F17 F17 F17 F17

F20 F20 F21 F22 F20 F21

F14F14 F11F13F14

F14

W F

.0

V.I.F.

3' - 0"

V .I .F

89A9B101112131415C15D

D

E

F

Q

D.7

2" 23' - 3" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3" 2" 23' - 3"

TYP.

TYP.

M A

T C

H L

IN

E

A

S

D

M A

T C

H L

IN

E

A

S

D

MATCHLINE

/A1 SD111

F3 F3

W F

.1

F19 F18 F18 F18 F19

F3 F3

W F

.8

F17

F14F17

F21F20F20F20F21

F15 F15 F17 F15

F21

V .I .F

V.I.F.

5' - 9"

V .I .F

/4

V.I.F.

6' - 3"

1. SEE GENERAL SHEET NOTES ON SD111.

1. (E) CONC. FOOTING TO REMAIN, TYP.

2. (E) CONC. GRADE BEAMS TO REMAIN, TYP.

3. (E) CONC. WALL TO REMAIN, TYP.

4. (E) 2'-0"H X 7'-0"W GRILLE OPENING IN (E) CONCRETE GRADE BEAM WALL, TYP.

EXISTING FOOTING DIMENSION PER SCHEDULE ON SD111, V.I.F.

F#

T R

U E

N

C B A

MW EW

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

PLAN

NORTH

B

IM

/U

S H

I_ D

U

S A

C E

M

D T

F

B u ild in g

/R

Y J H

M R

B

L D

G D

M M

S .r v t

/1

/2

:1

:0

P

M

SD121

S T

R U

C T

U R

A L D

E M

O P

L A

N

S E

C T

IO

N

A

B

F O

U N

D A

T

IO

N

H E

L E

M A

N O

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

O

A H

U H

I

H O

N O

L U

L U

D

IS

T R

IC

T

B L D

G

R

O O

M

F

O R

T S

H A

F T

E R

H

I -5

J A

C O

B S

-A H

L J

V B

IS

H

O P

S T

S U

IT

E

H

O N

O L U

L U

H

I

Z B

A D

R A

L

W .T

S

O N

G

K H

A G

H

IG

H I

K H

A G

H

IG

H I

A U

G U

S T

W A

F

W A

-1 -D

-0

R T

A S

U B

M

IT

T A

L

F Y

M

D T

F

B

U

IL

D

IN

G

R Y

J

1/8" = 1'-0"A1

FOUNDATION DEMO PLAN - SECTION A

0 4' 8' 16'

GENERAL SHEET NOTES

LEGEND

SHEET KEYNOTESXX

1/8" = 1'-0"H1

FOUNDATION DEMO PLAN - SECTION B

0 4' 8' 16'

A

M E

N D

M E

N T

/1 /2

15C15D16171819202122

E

F

D.7

22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3" 2"

TYP.

TYP.

3 3

M A

T C

H L

IN

E

H

S

D

TYP

F17 F17 F17 F17 F17 F17

F21 F20 F22 F21 F20 F21

F14 F14 F11 F13 F14 F14

V.I.F.

3' - 3"

V .I .F

/2

1. SEE GENERAL SHEET NOTES ON SD111.

1. (E) CONC. FOOTING TO REMAIN, TYP.

2. (E) CONC. GRADE BEAMS TO REMAIN, TYP.

3. (E) CONC. WALL TO REMAIN, TYP.

4. (E) 5" REINF. CONC. SLAB ON GRADE TO BE REPLACED AS NECESSARY.

SAWCUT AND REMOVE PORTION OF (E) SLAB FOR INSTALLATION OF NEW

FOUNDATION/PLUMBING LINES OR REMOVAL OF (E) PLUMBING LINES.

REFER TO S-122 AND PLUMBING PLANS.

EXISTING CONCRETE SLAB TO BE SAWCUT AND REMOVED AS NECESSARY.

EXISTING FOOTING DIMENSION PER SCHEDULE SD111, V.I.F.

F#

T R

U E

N

C B A

MW EW

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

PLAN

NORTH

B

IM

/U

S H

I_ D

U

S A

C E

M

D T

F

B u ild in g

/R

Y J H

M R

B

L D

G D

M M

S .r v t

/1

/2

:1

:0

P

M

SD122

S T

R U

C T

U R

A L D

E M

O P

L A

N

S E

C T

IO

N

C

B A

S E

M E

N T

H E

L E

M A

N O

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

O

A H

U H

I

H O

N O

L U

L U

D

IS

T R

IC

T

B L D

G

R

O O

M

F

O R

T S

H A

F T

E R

H

I -5

J A

C O

B S

-A H

L J

V B

IS

H

O P

S T

S U

IT

E

H

O N

O L U

L U

H

I

Z B

A D

R A

L

W .T

S

O N

G

K H

A G

H

IG

H I

K H

A G

H

IG

H I

A U

G U

S T

W A

F

W A

-1 -D

-0

R T

A S

U B

M

IT

T A

L

F Y

M

D T

F

B

U

IL

D

IN

G

R Y

J

1/8" = 1'-0"A1

FOUNDATION AND BASEMENT PLAN - SECTION C

0 4' 8' 16'

GENERAL SHEET NOTES

LEGEND

SHEET KEYNOTESXX

A

M E

N D

M E

N T

/1 /2

DN

FD FD FD

FDFDFD

FD FD

FD

FD

FD

FD

DN

15C15D

F

M4M6M8M9 M2 M1M10

MA

MB

MC

MD

ME

MF

M5 M3M7

3 3

7 7

/H1 AD114

MATCHLINE

22' - 2" 5' - 4" 9' - 8" 7' - 2" 12' - 9" 12' - 9" 7' - 2" 9' - 8" 5' - 4"

1 1 1

7 7 7

7 7

MAIN BUILDING

26 26

26 26 26

262626

6 6

GENERAL SHEET NOTES

1. COORDINATE DEMO WORK/EXTENT WITH NEW WORK.

2. FIELD VERIFY EXST DIMENSIONS AND CONDITIONS TO REMAIN AND PROTECT

FROM INADVERTENT DAMAGE BEFORE COMMENCING WITH DEMO WORK.

3. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, TELECOMMUNICATION AND

FIRE PROTECTION DRAWINGS FOR DEMOLITION REQUIREMENTS FOR EACH

DISCIPLINE.

4. HAZARDOUS MATERIALS SURVEYS HAVE BEEN CONDUCTED TO IDENTIFY

POTENTIALLY HAZARDOUS MATERIALS THAT ARE EXPECTED TO BE

DISTURBED DURING CONSTRUCTION. CONTRACTOR MUST

REQUEST/REVIEW THE HAZMAT SURVEY REPORT, CONDUCT THE HAZMAT

INVESTIGATION TO IDENTIFY QUANTITY/LOCATION TO MAKE THE HAZMAT

PLAN AS APPROPRIATE PRIOR TO THE WORK.

5. CONTRACTOR SCOPE OF WORK INCLUDE REMOVAL OF EXISTING CMU

WALLS FOR THE INSTALLATION OF NEW SHEET METAL DUCTWORK – BOTH

RECTANGULAR AND ROUND. CONTRACTOR TO COORDINATE WITH

MECHANICAL DRAWINGS.

6. CONTRACTOR IS TO REMOVE CMU WALLS FROM THE BOTTOM OF THE NEW

DUCTWORK UP TO THE CONCRETE SLAB OR CONCRETE BEAM ABOVE.

7. OPENINGS ARE TO REMAIN CLEAR OF EXISTING DOOR OPENINGS WHERE

NEW DUCTS INCROACH ON EXISTING DOOR LINTEL STRUCTURES.

8. CONTRACTOR SCOPE OF WORK INCLUDES NEW CHILLED WATER SUPPLY

AND RETURN LINES. LOCATIONS ARE TO BE COORDINATED WITH

MECHANICAL DRAWINGS.

9. SEE STRUCTURAL FOR INTERIOR CONCRETE WALL SUPPORT WHERE

EXISTING CMU DEMOLITION OCCURS. SEE A4/A-509

LEGEND

(E) DEMO WALL

(E) DEMO DOOR

(E) WALL TO REMAIN

(E) DEMO WINDOW

DEMO (E) RAISED FLOOR FLUSH WITH CORRIDOR CONCRETE SLAB

VEST

M100

VEST

M101

STORAGE

M102

DISHWASHING

M103

JANITOR

M104

SELF SERVICE

M105

FOOD SERVICE

SERGEANT

M106

ADMIN

M107

POT & PAN WASH

M108

KITCHEN

M109

VEST

M110

DRY STORAGE

M111

VEST

M112

WOMEN

M113

MEN

M114

VEST

M115

MAIN ENTREE

M116

DINING

M117

WALK-IN

FREEZER

M109A

WALK-IN

FREEZER

M109B

WALK-IN

FREEZER

M109C

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

B

IM

/U

S H

I_ D

U

S A

C E

M

D T

F

B u ild in g

/R

Y J H

M R

B

L D

G D

M M

A I.

rv t

/1

/2

:0

:1

A

M

AD111

D E

M O

F L O

O R

P L A

N M

ID

D

L E

W

IN

G

H E

L E

M A

N O

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

H O

N O

L U

L U

D

IS

T R

IC

T

B L D

G

R

O O

M

F

O R

T S

H A

F T

E R

H

I -5

J A

C O

B S

-A H

L J

V B

IS

H

O P

S T

S U

IT

E

H

O N

O L U

L U

H

I

J G

A N

O T

IS

I

R B

A L

IN

T O

N A

A H

L

C G

A Y

D O

S H

A U

G U

S T

W A

F

W A

-1 -D

-0

R T

A S

U B

M

IT

T A

L

O A

H U

H

I

R Y

J

1/8" = 1'-0"A6

ENLARGED DEMO PLAN MIDDLE WING

0 4' 8' 16'

1 REMOVE EXST DOOR, DOOR FRAME, DOOR HARDWARE INCLUDING

THRESHOLD, AND WALL MOUNTED SIGNAGE

3 REMOVE EXST WINDOW FRAME AND WINDOW HARDWARE

5 REMOVE EXST PLUMBING FIXTURES INCLUDING WATER CLOSETS, URINALS,

SINKS AND FAUCETS - SEE PLUMBING DRAWINGS

6 REMOVE EXST CASEWORK

7 REMOVE EXST PARTITION AND BASE

8 REMOVE EXST TOILET ACCESSORIES

9 REMOVE EXST RESTROOM TOILET PARTITION

10 REMOVE EXST CERAMIC TILE FLOORING, WAINSCOT, BASE, AND 3" CONC

TOPPING

17 DEMO EXST CMU/CONC WALL

18 REMOVE EXST SHED ROOF

20 REMOVE EXST HANDRAIL, GUARDRAIL, AND BRACKETS

26 REMOVE EXST FLOOR DRAIN/FLOOR SINK

29 DEMO EXST CONC STAIRS AND RAILING

30 DEMO EXST COVERED PATIO. CONC SLAB TO REMAIN

SHEET KEYNOTES

C B A

MW EW

KEY PLAN

MAIN BUILDING

T R

U E

N

PLAN

NORTH

A

M E

N D

M E

N T

J U

L Y

A

M E

N D

M E

N T

A

U G

A

M E

N D

M E

N T

A

U G

/A1 AD116

MATCHLINE

OPENING FOR

BRIDGE

EB

EC

ED

EE

E1E3E4

EA

E2

1 1

1 1

1 1

14' - 8 1/2" 6' - 3" 14' - 8 1/2"

MAIN BUILDING

AD214

H11

17 17 6 6

6 6 17 17

6 6

GENERAL SHEET NOTES

1. COORDINATE DEMO WORK/EXTENT WITH NEW WORK.

2. FIELD VERIFY EXST DIMENSIONS AND CONDITIONS TO REMAIN AND PROTECT

FROM INADVERTENT DAMAGE BEFORE COMMENCING WITH DEMO WORK.

3. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, TELECOMMUNICATION AND

FIRE PROTECTION DRAWINGS FOR DEMOLITION REQUIREMENTS FOR EACH

DISCIPLINE.

4. HAZARDOUS MATERIALS SURVEYS HAVE BEEN CONDUCTED TO IDENTIFY

POTENTIALLY HAZARDOUS MATERIALS THAT ARE EXPECTED TO BE

DISTURBED DURING CONSTRUCTION. CONTRACTOR MUST

REQUEST/REVIEW THE HAZMAT SURVEY REPORT, CONDUCT THE HAZMAT

INVESTIGATION TO IDENTIFY QUANTITY/LOCATION TO MAKE THE HAZMAT

PLAN AS APPROPRIATE PRIOR TO THE WORK.

5. CONTRACTOR SCOPE OF WORK INCLUDE REMOVAL OF EXISTING CMU

WALLS FOR THE INSTALLATION OF NEW SHEET METAL DUCTWORK – BOTH

RECTANGULAR AND ROUND. CONTRACTOR TO COORDINATE WITH

MECHANICAL DRAWINGS.

6. CONTRACTOR IS TO REMOVE CMU WALLS FROM THE BOTTOM OF THE NEW

DUCTWORK UP TO THE CONCRETE SLAB OR CONCRETE BEAM ABOVE.

7. OPENINGS ARE TO REMAIN CLEAR OF EXISTING DOOR OPENINGS WHERE

NEW DUCTS INCROACH ON EXISTING DOOR LINTEL STRUCTURES.

8. CONTRACTOR SCOPE OF WORK INCLUDES NEW CHILLED WATER SUPPLY

AND RETURN LINES. LOCATIONS ARE TO BE COORDINATED WITH

MECHANICAL DRAWINGS.

9. SEE STRUCTURAL FOR INTERIOR CONCRETE WALL SUPPORT WHERE

EXISTING CMU DEMOLITION OCCURS. SEE A4/A-509

F

/A1 AD114

MATCHLINE

EB

EC

ED

EE

E1E3E4

EA

E2

5 5

14' - 8 1/2" 6' - 3" 14' - 8 1/2"

1 1

MAIN BUILDING

2' - 8"

3 3

AD214

H1

AD214

H11

17 17

6 6

LEGEND

(E) DEMO WALL

(E) DEMO DOOR

(E) WALL TO REMAIN

(E) DEMO WINDOW

DEMO (E) RAISED FLOOR FLUSH WITH CORRIDOR CONCRETE SLAB

BN LECTURE

A101

VEST

A100

PROJECTION

A102

WOMEN

A103

JAN

A104

MEN

A105

ENTRY

A106

C O

R R

ID

O

R A

STAIR #8

A108

CHAPLAIN STOR

A109

BN CHAPLAIN

A110

VEST

A111

LAUNDRY

A201

BILLET SPACE

A202

ONE MAN NCO

A203

TOILET

A204

TOILET

A205

ONE MAN NCO

A206

NCO

A207

TOILET

A208

TOILET

A209

NCO

A210

TOILET

A211

NCO

A212

STAIR #8

A213

C O

R R

ID

O

R A

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

B

IM

/U

S H

I_ D

U

S A

C E

M

D T

F

B u ild in g

/R

Y J H

M R

B

L D

G D

M M

A I.

rv t

/1

/2

:0

:1

A

M

AD112

D E

M O

F L O

O R

P L A

N E

A S

T W

IN

G

S

T

N

D F

L R

H E

L E

M A

N O

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

H O

N O

L U

L U

D

IS

T R

IC

T

B L D

G

R

O O

M

F

O R

T S

H A

F T

E R

H

I -5

J A

C O

B S

-A H

L J

V B

IS

H

O P

S T

S U

IT

E

H

O N

O L U

L U

H

I

J G

A N

O T

IS

I

R B

A L

IN

T O

N A

A H

L

C G

A Y

D O

S H

A U

G U

S T

W A

F

W A

-1 -D

-0

R T

A S

U B

M

IT

T A

L

O A

H U

H

I

R Y

J

1/8" = 1'-0"A6

ENLARGED DEMO PLAN EAST WING - 2ND

FLR

0 4' 8' 16' 0 4' 8' 16' 1/8" = 1'-0"A11

ENLARGED DEMO PLAN EAST WING - 1ST

FLR

C B A

MW EW

KEY PLAN

MAIN BUILDING

T R

U E

N

PLAN

NORTH

1 REMOVE EXST DOOR, DOOR FRAME, DOOR HARDWARE INCLUDING

THRESHOLD, AND WALL MOUNTED SIGNAGE

3 REMOVE EXST WINDOW FRAME AND WINDOW HARDWARE

5 REMOVE EXST PLUMBING FIXTURES INCLUDING WATER CLOSETS, URINALS,

SINKS AND FAUCETS - SEE PLUMBING DRAWINGS

7 REMOVE EXST PARTITION AND BASE

8 REMOVE EXST TOILET ACCESSORIES

9 REMOVE EXST RESTROOM TOILET PARTITION

10 REMOVE EXST CERAMIC TILE FLOORING, WAINSCOT, BASE, AND 3" CONC

TOPPING

17 DEMO EXST CMU/CONC WALL

20 REMOVE EXST HANDRAIL, GUARDRAIL, AND BRACKETS

SHEET KEYNOTESSHEET KEYNOTES

A

M E

N D

M E

N T

J U

L Y

A

M E

N D

M E

N T

A

U G

A

M E

N D

M E

N T

A

U G

UP

GENERAL SHEET NOTES

1. COORDINATE DEMO WORK/EXTENT WITH NEW WORK.

2. FIELD VERIFY EXST DIMENSIONS AND CONDITIONS TO REMAIN AND PROTECT

FROM INADVERTENT DAMAGE BEFORE COMMENCING WITH DEMO WORK.

3. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, TELECOMMUNICATION AND

FIRE PROTECTION DRAWINGS FOR DEMOLITION REQUIREMENTS FOR EACH

DISCIPLINE.

4. HAZARDOUS MATERIALS SURVEYS HAVE BEEN CONDUCTED TO IDENTIFY

POTENTIALLY HAZARDOUS MATERIALS THAT ARE EXPECTED TO BE

DISTURBED DURING CONSTRUCTION. CONTRACTOR MUST

REQUEST/REVIEW THE HAZMAT SURVEY REPORT, CONDUCT THE HAZMAT

INVESTIGATION TO IDENTIFY QUANTITY/LOCATION TO MAKE THE HAZMAT

PLAN AS APPROPRIATE PRIOR TO THE WORK.

5. CONTRACTOR SCOPE OF WORK INCLUDE REMOVAL OF EXISTING CMU

WALLS FOR THE INSTALLATION OF NEW SHEET METAL DUCTWORK – BOTH

RECTANGULAR AND ROUND. CONTRACTOR TO COORDINATE WITH

MECHANICAL DRAWINGS.

6. CONTRACTOR IS TO REMOVE CMU WALLS FROM THE BOTTOM OF THE NEW

DUCTWORK UP TO THE CONCRETE SLAB OR CONCRETE BEAM ABOVE.

7. OPENINGS ARE TO REMAIN CLEAR OF EXISTING DOOR OPENINGS WHERE

NEW DUCTS INCROACH ON EXISTING DOOR LINTEL STRUCTURES.

8. CONTRACTOR SCOPE OF WORK INCLUDES NEW CHILLED WATER SUPPLY

AND RETURN LINES. LOCATIONS ARE TO BE COORDINATED WITH

MECHANICAL DRAWINGS.

9. SEE STRUCTURAL FOR INTERIOR CONCRETE WALL SUPPORT WHERE

EXISTING CMU DEMOLITION OCCURS. SEE A4/A-509

15C15D 16171819202122

D

E

F

1 1

D.7

22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3"

333 3 3

14' - 10 1/2"

8 8

5 5

8 8

171717

7 7

11 1

17 17

LEGEND

(E) DEMO WALL

(E) DEMO DOOR

(E) WALL TO REMAIN

(E) DEMO WINDOW

DEMO (E) RAISED FLOOR FLUSH WITH CORRIDOR CONCRETE SLAB

SNACK BAR

DRY STOR

CLEANERS

STOR

OFFICE STOR

JAN

BARBER

MEN

WOMEN

VEST

BN AID

STORAGE

AID TOILET

C O

R R

ID

O

R

EM STOR

EM STOR

EM STOR

EM STOR

CORRIDOR

SUPPLY

SUPPLY

SUPPLY

SUPPLY

1415D

D

4' - 6"

5' - 9"

10 1/2"

"1

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

B

IM

/U

S H

I_ D

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C E

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B u ild in g

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Y J H

M R

B

L D

G D

M M

A I.

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/1

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:0

:1

A

M

AD113

D E

M O

F L O

O R

P L A

N B

A S

E M

E N

T

H E

L E

M A

N O

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

H O

N O

L U

L U

D

IS

T R

IC

T

B L D

G

R

O O

M

F

O R

T S

H A

F T

E R

H

I -5

J A

C O

B S

-A H

L J

V B

IS

H

O P

S T

S U

IT

E

H

O N

O L U

L U

H

I

J G

A N

O T

IS

I

R B

A L

IN

T O

N A

A H

L

C G

A Y

D O

S H

A U

G U

S T

W A

F

W A

-1 -D

-0

R T

A S

U B

M

IT

T A

L

O A

H U

H

I

R Y

J

0 4' 8' 16'1/8" = 1'-0"A1

ENLARGED DEMO PLAN BASEMENT

C B A

MW EW

KEY PLAN

MAIN BUILDING

T R

U E

N

PLAN

NORTH

1/8" = 1'-0"H1

ENLARGED DEMO PLAN BASEMENT

0 4' 8' 16'

1 REMOVE EXST DOOR, DOOR FRAME, DOOR HARDWARE INCLUDING

THRESHOLD, AND WALL MOUNTED SIGNAGE

3 REMOVE EXST WINDOW FRAME AND WINDOW HARDWARE

5 REMOVE EXST PLUMBING FIXTURES INCLUDING WATER CLOSETS, URINALS,

SINKS AND FAUCETS - SEE PLUMBING DRAWINGS

7 REMOVE EXST PARTITION AND BASE

8 REMOVE EXST TOILET ACCESSORIES

9 REMOVE EXST RESTROOM TOILET PARTITION

10 REMOVE EXST CERAMIC TILE FLOORING, WAINSCOT, BASE, AND 3" CONC

TOPPING

17 DEMO EXST CMU/CONC WALL

28 REMOVE EXST LOUVER. LOUVER FRAME, LOUVER HARDWARE

SHEET KEYNOTES

A

M E

N D

M E

N T

J U

L Y

A

M E

N D

M E

N T

A

U G

A

M E

N D

M E

N T

A

U G

GENERAL SHEET NOTES

1. COORDINATE DEMO WORK/EXTENT WITH NEW WORK.

2. FIELD VERIFY EXST DIMENSIONS AND CONDITIONS TO REMAIN AND PROTECT

FROM INADVERTENT DAMAGE BEFORE COMMENCING WITH DEMO WORK.

3. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, TELECOMMUNICATION AND

FIRE PROTECTION DRAWINGS FOR DEMOLITION REQUIREMENTS FOR EACH

DISCIPLINE.

4. HAZARDOUS MATERIALS SURVEYS HAVE BEEN CONDUCTED TO IDENTIFY

POTENTIALLY HAZARDOUS MATERIALS THAT ARE EXPECTED TO BE

DISTURBED DURING CONSTRUCTION. CONTRACTOR MUST

REQUEST/REVIEW THE HAZMAT SURVEY REPORT, CONDUCT THE HAZMAT

INVESTIGATION TO IDENTIFY QUANTITY/LOCATION TO MAKE THE HAZMAT

PLAN AS APPROPRIATE PRIOR TO THE WORK.

5. CONTRACTOR SCOPE OF WORK INCLUDE REMOVAL OF EXISTING CMU

WALLS FOR THE INSTALLATION OF NEW SHEET METAL DUCTWORK – BOTH

RECTANGULAR AND ROUND. CONTRACTOR TO COORDINATE WITH

MECHANICAL DRAWINGS.

6. CONTRACTOR IS TO REMOVE CMU WALLS FROM THE BOTTOM OF THE NEW

DUCTWORK UP TO THE CONCRETE SLAB OR CONCRETE BEAM ABOVE.

7. OPENINGS ARE TO REMAIN CLEAR OF EXISTING DOOR OPENINGS WHERE

NEW DUCTS INCROACH ON EXISTING DOOR LINTEL STRUCTURES.

8. CONTRACTOR SCOPE OF WORK INCLUDES NEW CHILLED WATER SUPPLY

AND RETURN LINES. LOCATIONS ARE TO BE COORDINATED WITH

MECHANICAL DRAWINGS.

9. SEE STRUCTURAL FOR INTERIOR CONCRETE WALL SUPPORT WHERE

EXISTING CMU DEMOLITION OCCURS. SEE A4/A-509

7 6 5 4 3 2 18

D

E

F

1 1

1 1

1 1

3333333

3 3 3 3 3 3

/A11 AD112

MATCHLINE

H

A

D

M A

T C

H L

IN

E

D.7

22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9"

232323

232323

AD213

A1

AD211

A1

4' - 2 1/2"

17 17 17

6' - 2"

1' - 6"

7' - 3"

171717

6 6

89A9B101112131415C15D

D

E

F

1 1

17 17

3 3 3 3 3

A

A

D

M A

T C

H L

IN

E

A

A

D

M A

T C

H L

IN

E

/A6 AD111

MATCHLINE

D.7

23' - 3" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3"

2"

23' - 3"

1 1 1

1 1

1 1

3 3 3

2"

AD213

H1

AD211

H1

17 17

8' - 10" 2' - 10"

8' - 2"

27 27 27 27

1 1

17 17

6 6

6 6

LEGEND

(E) DEMO WALL

(E) DEMO DOOR

(E) WALL TO REMAIN

(E) DEMO WINDOW

DEMO (E) RAISED FLOOR FLUSH WITH CORRIDOR CONCRETE SLAB

LOBBY

1ST SGT

ORDERLY

CO

TOILET

CO

ORDERLY

1ST SGR

TOILET

LOBBY

STAIR #6

CORRIDOR

STAIR #7

SDO

DAY RM

163STAIR

ARMS

ARMS

ARMS

ARMS

MAIL RM

MAILBOXES

169B

MAILBOXES

169A

STAIR

RE-ENLISTMENT

BN CO

CONFERENCE

CORRIDOR

BN XO

TOILET

CLO

CLO

BN XO

STORAGE

DRAFTER

R&U

A&R

MEN

WOMEN

VESTIBULE

179B

S2 SHOP

VENTILATION

JANITOR

CORRIDOR

CLO

CLO

RECEPTION

BN CSM

S3 SHOP

S3

S3

S3 OIC

VAULT

104B

BN COMSEC

104A

S4 SHOP

S4 OIC

S4 STOR

S1

S1 SHOP

S1 OIC

HALL

VESTIBULE

179A

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

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A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

B

IM

/U

S H

I_ D

U

S A

C E

M

D T

F

B u ild in g

/R

Y J H

M R

B

L D

G D

M M

A I.

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/1

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:0

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A

M

AD114

D E

M O

F L O

O R

P L A

N

S T

F L R

S

E C

T

IO

N A

B

H E

L E

M A

N O

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

H O

N O

L U

L U

D

IS

T R

IC

T

B L D

G

R

O O

M

F

O R

T S

H A

F T

E R

H

I -5

J A

C O

B S

-A H

L J

V B

IS

H

O P

S T

S U

IT

E

H

O N

O L U

L U

H

I

J G

A N

O T

IS

I

R B

A L

IN

T O

N A

A H

L

C G

A Y

D O

S H

A U

G U

S T

W A

F

W A

-1 -D

-0

R T

A S

U B

M

IT

T A

L

O A

H U

H

I

R Y

J

1/8" = 1'-0"A1

ENLARGED DEMO PLAN 1ST FLR -

SECTION A

1/8" = 1'-0"H1

ENLARGED DEMO PLAN 1ST FLR -

SECTION B

0 4' 8' 16'

0 4' 8' 16'

C B A

MW EW

KEY PLAN

MAIN BUILDING

T R

U E

N

PLAN

NORTH

1 REMOVE EXST DOOR, DOOR FRAME, DOOR HARDWARE INCLUDING

THRESHOLD, AND WALL MOUNTED SIGNAGE

3 REMOVE EXST WINDOW FRAME AND WINDOW HARDWARE

5 REMOVE EXST PLUMBING FIXTURES INCLUDING WATER CLOSETS, URINALS,

SINKS AND FAUCETS - SEE PLUMBING DRAWINGS

7 REMOVE EXST PARTITION AND BASE

8 REMOVE EXST TOILET ACCESSORIES

9 REMOVE EXST RESTROOM TOILET PARTITION

10 REMOVE EXST CERAMIC TILE FLOORING, WAINSCOT, BASE, AND 3" CONC

TOPPING

17 DEMO EXST CMU/CONC WALL

20 REMOVE EXST HANDRAIL, GUARDRAIL, AND BRACKETS

23 REMOVE EXST ACOUSTICAL WALL PANELS

27 REMOVE EXST SERVICE WINDOW, WINDOW FRAME, AND WINDOW

HARDWARE

SHEET KEYNOTES

A

M E

N D

M E

N T

J U

L Y

A

M E

N D

M E

N T

A

U G

A

M E

N D

M E

N T

A

U G

1. COORDINATE DEMO WORK/EXTENT WITH NEW WORK.

2. FIELD VERIFY EXST DIMENSIONS AND CONDITIONS TO REMAIN AND PROTECT

FROM INADVERTENT DAMAGE BEFORE COMMENCING WITH DEMO WORK.

3. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, TELECOMMUNICATION AND

FIRE PROTECTION DRAWINGS FOR DEMOLITION REQUIREMENTS FOR EACH

DISCIPLINE.

4. HAZARDOUS MATERIALS SURVEYS HAVE BEEN CONDUCTED TO IDENTIFY

POTENTIALLY HAZARDOUS MATERIALS THAT ARE EXPECTED TO BE

DISTURBED DURING CONSTRUCTION. CONTRACTOR MUST

REQUEST/REVIEW THE HAZMAT SURVEY REPORT, CONDUCT THE HAZMAT

INVESTIGATION TO IDENTIFY QUANTITY/LOCATION TO MAKE THE HAZMAT

PLAN AS APPROPRIATE PRIOR TO THE WORK.

5. CONTRACTOR SCOPE OF WORK INCLUDE REMOVAL OF EXISTING CMU

WALLS FOR THE INSTALLATION OF NEW SHEET METAL DUCTWORK – BOTH

RECTANGULAR AND ROUND. CONTRACTOR TO COORDINATE WITH

MECHANICAL DRAWINGS.

6. CONTRACTOR IS TO REMOVE CMU WALLS FROM THE BOTTOM OF THE NEW

DUCTWORK UP TO THE CONCRETE SLAB OR CONCRETE BEAM ABOVE.

7. OPENINGS ARE TO REMAIN CLEAR OF EXISTING DOOR OPENINGS WHERE

NEW DUCTS INCROACH ON EXISTING DOOR LINTEL STRUCTURES.

8. CONTRACTOR SCOPE OF WORK INCLUDES NEW CHILLED WATER SUPPLY

AND RETURN LINES. LOCATIONS ARE TO BE COORDINATED WITH

MECHANICAL DRAWINGS.

9. SEE STRUCTURAL FOR INTERIOR CONCRETE WALL SUPPORT WHERE

EXISTING CMU DEMOLITION OCCURS. SEE A4/A-509

15C15D16171819202122

D

E

F

3 3 3 3 3 3 3

333333

17 17

H

A

D

M A

T C

H L

IN

E

D.7

22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3"

3' - 3"

6 3/8"

2' - 5 3/4"

4' - 6 1/4"

517177

1 1

2"

AD214

A1

AD212

A1

1 1 1 1 1 1 1 1 1

11111

17 17

6 6

LEGEND

(E) DEMO WALL

(E) DEMO DOOR

(E) WALL TO REMAIN

(E) DEMO WINDOW

DEMO (E) RAISED FLOOR FLUSH WITH CORRIDOR CONCRETE SLAB

NBC

TRAINING

TRAINING

TRAINING

NBC

TRAINING

TRAINING

TRAINING

TRAINING

CO

ORDERLY

1ST SGT

NBC

TRAINING

TRAINING

TRAINING

NBC

TEC

JANITOR

WOMEN

MEN

STORAGE

CO

ORDERLY

1ST SGT

CORRIDOR

CORRIDOR

TOILET

VESTIBULE

153A

VESTIBULE

153B

HALL

VENTILATION

TOILET

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

B

IM

/U

S H

I_ D

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S A

C E

M

D T

F

B u ild in g

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Y J H

M R

B

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G D

M M

A I.

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A

M

AD115

D E

M O

F L O

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P L A

N

S T

F L R

S

E C

T

IO

N C

H E

L E

M A

N O

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

H O

N O

L U

L U

D

IS

T R

IC

T

B L D

G

R

O O

M

F

O R

T S

H A

F T

E R

H

I -5

J A

C O

B S

-A H

L J

V B

IS

H

O P

S T

S U

IT

E

H

O N

O L U

L U

H

I

J G

A N

O T

IS

I

R B

A L

IN

T O

N A

A H

L

C G

A Y

D O

S H

A U

G U

S T

W A

F

W A

-1 -D

-0

R T

A S

U B

M

IT

T A

L

O A

H U

H

I

R Y

J

1/8" = 1'-0"A1

ENLARGED DEMO PLAN 1ST FLR -

SECTION C

0 4' 8' 16'

C B A

MW EW

KEY PLAN

MAIN BUILDING

T R

U E

N

PLAN

NORTH

1 REMOVE EXST DOOR, DOOR FRAME, DOOR HARDWARE INCLUDING

THRESHOLD, AND WALL MOUNTED SIGNAGE

3 REMOVE EXST WINDOW FRAME AND WINDOW HARDWARE

5 REMOVE EXST PLUMBING FIXTURES INCLUDING WATER CLOSETS, URINALS,

SINKS AND FAUCETS - SEE PLUMBING DRAWINGS

7 REMOVE EXST PARTITION AND BASE

8 REMOVE EXST TOILET ACCESSORIES

9 REMOVE EXST RESTROOM TOILET PARTITION

10 REMOVE EXST CERAMIC TILE FLOORING, WAINSCOT, BASE, AND 3" CONC

TOPPING

17 DEMO EXST CMU/CONC WALL

SHEET KEYNOTES

A

M E

N D

M E

N T

J U

L Y

A

M E

N D

M E

N T

A

U G

A

M E

N D

M E

N T

A

U G

GENERAL SHEET NOTES

1. COORDINATE DEMO WORK/EXTENT WITH NEW WORK.

2. FIELD VERIFY EXST DIMENSIONS AND CONDITIONS TO REMAIN AND PROTECT

FROM INADVERTENT DAMAGE BEFORE COMMENCING WITH DEMO WORK.

3. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, TELECOMMUNICATION AND

FIRE PROTECTION DRAWINGS FOR DEMOLITION REQUIREMENTS FOR EACH

DISCIPLINE.

4. HAZARDOUS MATERIALS SURVEYS HAVE BEEN CONDUCTED TO IDENTIFY

POTENTIALLY HAZARDOUS MATERIALS THAT ARE EXPECTED TO BE

DISTURBED DURING CONSTRUCTION. CONTRACTOR MUST

REQUEST/REVIEW THE HAZMAT SURVEY REPORT, CONDUCT THE HAZMAT

INVESTIGATION TO IDENTIFY QUANTITY/LOCATION TO MAKE THE HAZMAT

PLAN AS APPROPRIATE PRIOR TO THE WORK.

5. CONTRACTOR SCOPE OF WORK INCLUDE REMOVAL OF EXISTING CMU

WALLS FOR THE INSTALLATION OF NEW SHEET METAL DUCTWORK – BOTH

RECTANGULAR AND ROUND. CONTRACTOR TO COORDINATE WITH

MECHANICAL DRAWINGS.

6. CONTRACTOR IS TO REMOVE CMU WALLS FROM THE BOTTOM OF THE NEW

DUCTWORK UP TO THE CONCRETE SLAB OR CONCRETE BEAM ABOVE.

7. OPENINGS ARE TO REMAIN CLEAR OF EXISTING DOOR OPENINGS WHERE

NEW DUCTS INCROACH ON EXISTING DOOR LINTEL STRUCTURES.

8. CONTRACTOR SCOPE OF WORK INCLUDES NEW CHILLED WATER SUPPLY

AND RETURN LINES. LOCATIONS ARE TO BE COORDINATED WITH

MECHANICAL DRAWINGS.

9. SEE STRUCTURAL FOR INTERIOR CONCRETE WALL SUPPORT WHERE

EXISTING CMU DEMOLITION OCCURS. SEE A4/A-509

7 6 5 4 3 2 18

D

E

F

3 3 3 3 3 3 3

333333

1 1 1 1 1 1 1 1

/A6 AD112

MATCHLINE

H

A

D

M A

T C

H L

IN

E

17 17

17 17 17

7 7 7 7

7 7

D.7

22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9"

5 5 5 5 5 5

12 12

555555

5 5

AD213

A1

AD211

A1

17 1717

5' - 0"3' - 1 1/2" 5' - 0"

1 1

1 1 17 17

17 17 17

6 6

6 6

89A9B101112131415C15D

D

E

F

1 1 1 1

1 1

3333333

3 3 3 3 3 3 3

A

A

D

M A

T C

H L

IN

E

A

A

D

M A

T C

H L

IN

E

17 17 17 17

17 17

7 7

D.7

17 17

23' - 3" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3" 23' - 5"

5 555

55 55

AD213

H1

AD211

H1

1 1 1

1 1

1 1

4' - 1 1/2"

171717171717

17 17 17

17 17

6 6

17 17

6 6

LEGEND

(E) DEMO WALL

(E) DEMO DOOR

(E) WALL TO REMAIN

(E) DEMO WINDOW

DEMO (E) RAISED FLOOR FLUSH WITH CORRIDOR CONCRETE SLAB

STAIR #7

READING

EM

EM

EM

EM

EM

NCO

TOILET

EM

TV RM

STAIR #6

JAN

LAUNDRY

WOMENS

LATRINE

VEST

262A

EM

EM

EM

EM

EM

EM

EM

EM

VEST

262B

EM

EM

EM

EM

EM

EM

DAY RM

EM

EM

EM

EM

EM

EM

EM

EM

NCO

TOILET

EM

EM

EM

EM

EM

EM

VENTILATION

MENS LATRINE

NCO

EM

VEST

271B

JAN

272VEST

271A

TOILET

271C

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

B

IM

/U

S H

I_ D

U

S A

C E

M

D T

F

B u ild in g

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Y J H

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B

L D

G D

M M

A I.

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/1

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A

M

AD116

D E

M O

F L O

O R

P L A

N

N D

F L R

S

E C

T

IO

N A

B

H E

L E

M A

N O

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

H O

N O

L U

L U

D

IS

T R

IC

T

B L D

G

R

O O

M

F

O R

T S

H A

F T

E R

H

I -5

J A

C O

B S

-A H

L J

V B

IS

H

O P

S T

S U

IT

E

H

O N

O L U

L U

H

I

J G

A N

O T

IS

I

R B

A L

IN

T O

N A

A H

L

C G

A Y

D O

S H

A U

G U

S T

W A

F

W A

-1 -D

-0

R T

A S

U B

M

IT

T A

L

O A

H U

H

I

R Y

J

1/8" = 1'-0"A1

ENLARGED DEMO PLAN 2ND FLR -

SECTION A

1/8" = 1'-0"H1

ENLARGED DEMO PLAN 2ND FLR -

SECTION B

0 4' 8' 16'

0 4' 8' 16'

C B A

MW EW

KEY PLAN

MAIN BUILDING

T R

U E

N

PLAN

NORTH

1 REMOVE EXST DOOR, DOOR FRAME, DOOR HARDWARE INCLUDING

THRESHOLD, AND WALL MOUNTED SIGNAGE

3 REMOVE EXST WINDOW FRAME AND WINDOW HARDWARE

5 REMOVE EXST PLUMBING FIXTURES INCLUDING WATER CLOSETS, URINALS,

SINKS AND FAUCETS - SEE PLUMBING DRAWINGS

7 REMOVE EXST PARTITION AND BASE

8 REMOVE EXST TOILET ACCESSORIES

9 REMOVE EXST RESTROOM TOILET PARTITION

10 REMOVE EXST CERAMIC TILE FLOORING, WAINSCOT, BASE, AND 3" CONC

TOPPING

12 REMOVE EXST COUNTERTOP, CABINETS, AND FIXTURES

17 DEMO EXST CMU/CONC WALL

20 REMOVE EXST HANDRAIL, GUARDRAIL, AND BRACKETS

SHEET KEYNOTES

A

M E

N D

M E

N T

J U

L Y

A

M E

N D

M E

N T

A

U G

A

M E

N D

M E

N T

A

U G

1. COORDINATE DEMO WORK/EXTENT WITH NEW WORK.

2. FIELD VERIFY EXST DIMENSIONS AND CONDITIONS TO REMAIN AND PROTECT

FROM INADVERTENT DAMAGE BEFORE COMMENCING WITH DEMO WORK.

3. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, TELECOMMUNICATION AND

FIRE PROTECTION DRAWINGS FOR DEMOLITION REQUIREMENTS FOR EACH

DISCIPLINE.

4. HAZARDOUS MATERIALS SURVEYS HAVE BEEN CONDUCTED TO IDENTIFY

POTENTIALLY HAZARDOUS MATERIALS THAT ARE EXPECTED TO BE

DISTURBED DURING CONSTRUCTION. CONTRACTOR MUST

REQUEST/REVIEW THE HAZMAT SURVEY REPORT, CONDUCT THE HAZMAT

INVESTIGATION TO IDENTIFY QUANTITY/LOCATION TO MAKE THE HAZMAT

PLAN AS APPROPRIATE PRIOR TO THE WORK.

5. CONTRACTOR SCOPE OF WORK INCLUDE REMOVAL OF EXISTING CMU

WALLS FOR THE INSTALLATION OF NEW SHEET METAL DUCTWORK – BOTH

RECTANGULAR AND ROUND. CONTRACTOR TO COORDINATE WITH

MECHANICAL DRAWINGS.

6. CONTRACTOR IS TO REMOVE CMU WALLS FROM THE BOTTOM OF THE NEW

DUCTWORK UP TO THE CONCRETE SLAB OR CONCRETE BEAM ABOVE.

7. OPENINGS ARE TO REMAIN CLEAR OF EXISTING DOOR OPENINGS WHERE

NEW DUCTS INCROACH ON EXISTING DOOR LINTEL STRUCTURES.

8. CONTRACTOR SCOPE OF WORK INCLUDES NEW CHILLED WATER SUPPLY

AND RETURN LINES. LOCATIONS ARE TO BE COORDINATED WITH

MECHANICAL DRAWINGS.

9. SEE STRUCTURAL FOR INTERIOR CONCRETE WALL SUPPORT WHERE

EXISTING CMU DEMOLITION OCCURS. SEE A4/A-509

15C15D16171819202122

D

E

F

3 3 3 3 3 3 3

33333

7 7 7

H

A

D

M A

T C

H L

IN

E

D.7

2 1/2"

22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3"

555555

12 12

555555

10 10

10 555

AD212

A1

AD214

A1

1 1 1 1 1 1 1 1 1 1 1 1

11111111

17 17

17 17

17 17

6 6

LEGEND

(E) DEMO WALL

(E) DEMO DOOR

(E) WALL TO REMAIN

(E) DEMO WINDOW

DEMO (E) RAISED FLOOR FLUSH WITH CORRIDOR CONCRETE SLAB

EM

EM

EM

EM

EM

EM

VENTILATION

MENS LATRINE

JAN

EM

EM

EM

EM

EM

NCO

TOILET

CORRIDOR

EM

EM

EM

EM

DAY RM

EM

EM

EM

EM

VESTIBULE

248A

VESTIBULE

248B

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

B

IM

/U

S H

I_ D

U

S A

C E

M

D T

F

B u ild in g

/R

Y J H

M R

B

L D

G D

M M

A I.

rv t

/1

/2

:0

:2

A

M

AD117

D E

M O

F L O

O R

P L A

N

N D

F L R

S

E C

T

IO

N C

H E

L E

M A

N O

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

H O

N O

L U

L U

D

IS

T R

IC

T

B L D

G

R

O O

M

F

O R

T S

H A

F T

E R

H

I -5

J A

C O

B S

-A H

L J

V B

IS

H

O P

S T

S U

IT

E

H

O N

O L U

L U

H

I

J G

A N

O T

IS

I

R B

A L

IN

T O

N A

A H

L

C G

A Y

D O

S H

A U

G U

S T

W A

F

W A

-1 -D

-0

R T

A S

U B

M

IT

T A

L

O A

H U

H

I

R Y

J

1/8" = 1'-0"A1

ENLARGED DEMO PLAN 2ND FLR -

SECTION C

0 4' 8' 16'

C B A

MW EW

KEY PLAN

MAIN BUILDING

T R

U E

N

PLAN

NORTH

1 REMOVE EXST DOOR, DOOR FRAME, DOOR HARDWARE INCLUDING

THRESHOLD, AND WALL MOUNTED SIGNAGE

3 REMOVE EXST WINDOW FRAME AND WINDOW HARDWARE

5 REMOVE EXST PLUMBING FIXTURES INCLUDING WATER CLOSETS, URINALS,

SINKS AND FAUCETS - SEE PLUMBING DRAWINGS

7 REMOVE EXST PARTITION AND BASE

8 REMOVE EXST TOILET ACCESSORIES

9 REMOVE EXST RESTROOM TOILET PARTITION

10 REMOVE EXST CERAMIC TILE FLOORING, WAINSCOT, BASE, AND 3" CONC

TOPPING

12 REMOVE EXST COUNTERTOP, CABINETS, AND FIXTURES

17 DEMO EXST CMU/CONC WALL

SHEET KEYNOTES

A

M E

N D

M E

N T

J U

L Y

A

M E

N D

M E

N T

A

U G

A

M E

N D

M E

N T

A

U G

2. FIELD VERIFY EXST DIMENSIONS AND CONDITIONS TO REMAIN AND PROTECT

FROM INADVERTENT DAMAGE BEFORE COMMENCING WITH DEMO WORK.

3. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, TELECOMMUNICATION AND

FIRE PROTECTION DRAWINGS FOR DEMOLITION REQUIREMENTS FOR EACH

DISCIPLINE.

4. HAZARDOUS MATERIALS SURVEYS HAVE BEEN CONDUCTED TO IDENTIFY

POTENTIALLY HAZARDOUS MATERIALS THAT ARE EXPECTED TO BE

DISTURBED DURING CONSTRUCTION. CONTRACTOR MUST

REQUEST/REVIEW THE HAZMAT SURVEY REPORT, CONDUCT THE HAZMAT

INVESTIGATION TO IDENTIFY QUANTITY/LOCATION TO MAKE THE HAZMAT

PLAN AS APPROPRIATE PRIOR TO THE WORK.

5. CONTRACTOR SCOPE OF WORK INCLUDE REMOVAL OF EXISTING CMU

WALLS FOR THE INSTALLATION OF NEW SHEET METAL DUCTWORK – BOTH

RECTANGULAR AND ROUND. CONTRACTOR TO COORDINATE WITH

MECHANICAL DRAWINGS.

6. CONTRACTOR IS TO REMOVE CMU WALLS FROM THE BOTTOM OF THE NEW

DUCTWORK UP TO THE CONCRETE SLAB OR CONCRETE BEAM ABOVE.

7. OPENINGS ARE TO REMAIN CLEAR OF EXISTING DOOR OPENINGS WHERE

NEW DUCTS INCROACH ON EXISTING DOOR LINTEL STRUCTURES.

8. CONTRACTOR SCOPE OF WORK INCLUDES NEW CHILLED WATER SUPPLY

AND RETURN LINES. LOCATIONS ARE TO BE COORDINATED WITH

MECHANICAL DRAWINGS.

9. SEE STRUCTURAL FOR INTERIOR CONCRETE WALL SUPPORT WHERE

EXISTING CMU DEMOLITION OCCURS. SEE A4/A-509

7 6 5 4 3 2 18

D

E

F

1 1

1 1

3333 3 3 3

3 3 3

17 17

17 17 17

17 17

17 17

17 7

H

A

D

M A

T C

H L

IN

E

D.7

22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9"

5 5 5 5 55

5 5 5 5 55

5 5

AD213

A1

AD211

A1

1 1

1' - 8" 8' - 4"5' - 2"

17 17

17 17

6 6

89A9B101112131415C15D

D

E

F

1 1 1 1

1 1

3333 3 3 3

3 3 3 3 3 3 3

A

A

D

M A

T C

H L

IN

E

A

A

D

M A

T C

H L

IN

E

17 17 17 17

7 7

D.7

"7

1' - 3 5/8" 3' - 3"

2" 23' - 3" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3" 2" 23' - 3"

5 5 5 5

AD213

H1

AD211

H1

1 1 1

1 1

1 1

1 1

1 1

17 17 17 17

171717

17171717

6 6 6 6

6 6 6

17 17

LEGEND

(E) DEMO WALL

(E) DEMO DOOR

(E) WALL TO REMAIN

(E) DEMO WINDOW

DEMO (E) RAISED FLOOR FLUSH WITH CORRIDOR CONCRETE SLAB

STAIR #7

READING

EM

EM

EM

EM

EM

NCO

TOILET

EM

TV RM

STAIR #6

JAN

LAUNDRY

WOMENS

LATRINE

EM

EM

EM

EM

EM

EM

EM

EM

VESTIBULE

326A

VEST

362B

EM

EM

EM

EM

EM

NCO

TOILET

EM

EM

DAY RM

EM

EM

EM

EM

EM

EM

EM

NCO

TOILET

EM

EM

EM

EM

EM

EM

VENTILATION

MENS LATRINE

EM

VEST

371B

JAN

VEST

371A

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

B

IM

/U

S H

I_ D

U

S A

C E

M

D T

F

B u ild in g

/R

Y J H

M R

B

L D

G D

M M

A I.

rv t

/1

/2

:0

:2

A

M

AD118

D E

M O

F L O

O R

P L A

N

R D

F L R

S

E C

T

IO

N A

B

H E

L E

M A

N O

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

H O

N O

L U

L U

D

IS

T R

IC

T

B L D

G

R

O O

M

F

O R

T S

H A

F T

E R

H

I -5

J A

C O

B S

-A H

L J

V B

IS

H

O P

S T

S U

IT

E

H

O N

O L U

L U

H

I

J G

A N

O T

IS

I

R B

A L

IN

T O

N A

A H

L

C G

A Y

D O

S H

A U

G U

S T

W A

F

W A

-1 -D

-0

R T

A S

U B

M

IT

T A

L

O A

H U

H

I

R Y

J

1/8" = 1'-0"A1

ENLARGED DEMO PLAN 3RD FLR -

SECTION A

1/8" = 1'-0"H1

ENLARGED DEMO PLAN 3RD FLR -

SECTION B

0 4' 8' 16'

0 4' 8' 16'

C B A

MW EW

KEY PLAN

MAIN BUILDING

T R

U E

N

PLAN

NORTH

1 REMOVE EXST DOOR, DOOR FRAME, DOOR HARDWARE INCLUDING

THRESHOLD, AND WALL MOUNTED SIGNAGE

3 REMOVE EXST WINDOW FRAME AND WINDOW HARDWARE

5 REMOVE EXST PLUMBING FIXTURES INCLUDING WATER CLOSETS, URINALS,

SINKS AND FAUCETS - SEE PLUMBING DRAWINGS

7 REMOVE EXST PARTITION AND BASE

8 REMOVE EXST TOILET ACCESSORIES

9 REMOVE EXST RESTROOM TOILET PARTITION

10 REMOVE EXST CERAMIC TILE FLOORING, WAINSCOT, BASE, AND 3" CONC

TOPPING

12 REMOVE EXST COUNTERTOP, CABINETS, AND FIXTURES

17 DEMO EXST CMU/CONC WALL

20 REMOVE EXST HANDRAIL, GUARDRAIL, AND BRACKETS

SHEET KEYNOTES

A

M E

N D

M E

N T

J U

L Y

A

M E

N D

M E

N T

A

U G

A

M E

N D

M E

N T

A

U G

2. FIELD VERIFY EXST DIMENSIONS AND CONDITIONS TO REMAIN AND PROTECT

FROM INADVERTENT DAMAGE BEFORE COMMENCING WITH DEMO WORK.

3. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, TELECOMMUNICATION AND

FIRE PROTECTION DRAWINGS FOR DEMOLITION REQUIREMENTS FOR EACH

DISCIPLINE.

4. HAZARDOUS MATERIALS SURVEYS HAVE BEEN CONDUCTED TO IDENTIFY

POTENTIALLY HAZARDOUS MATERIALS THAT ARE EXPECTED TO BE

DISTURBED DURING CONSTRUCTION. CONTRACTOR MUST

REQUEST/REVIEW THE HAZMAT SURVEY REPORT, CONDUCT THE HAZMAT

INVESTIGATION TO IDENTIFY QUANTITY/LOCATION TO MAKE THE HAZMAT

PLAN AS APPROPRIATE PRIOR TO THE WORK.

5. CONTRACTOR SCOPE OF WORK INCLUDE REMOVAL OF EXISTING CMU

WALLS FOR THE INSTALLATION OF NEW SHEET METAL DUCTWORK – BOTH

RECTANGULAR AND ROUND. CONTRACTOR TO COORDINATE WITH

MECHANICAL DRAWINGS.

6. CONTRACTOR IS TO REMOVE CMU WALLS FROM THE BOTTOM OF THE NEW

DUCTWORK UP TO THE CONCRETE SLAB OR CONCRETE BEAM ABOVE.

7. OPENINGS ARE TO REMAIN CLEAR OF EXISTING DOOR OPENINGS WHERE

NEW DUCTS INCROACH ON EXISTING DOOR LINTEL STRUCTURES.

8. CONTRACTOR SCOPE OF WORK INCLUDES NEW CHILLED WATER SUPPLY

AND RETURN LINES. LOCATIONS ARE TO BE COORDINATED WITH

MECHANICAL DRAWINGS.

9. SEE STRUCTURAL FOR INTERIOR CONCRETE WALL SUPPORT WHERE

EXISTING CMU DEMOLITION OCCURS. SEE A4/A-509

LEGEND

(E) DEMO WALL

(E) DEMO DOOR

(E) WALL TO REMAIN

(E) DEMO WINDOW

DEMO (E) RAISED FLOOR FLUSH WITH CORRIDOR CONCRETE SLAB

15C15D16171819202122

D

E

F

3 3 3 3 3 3 3

33333

17 17

H

A

D

M A

T C

H L

IN

E

D.7

22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3" 2"

2 1/2"5' - 8 1/2"

5' - 8"

5 5 5 5 5 5

5 5 5 5 5 5

17 17 17 17

AD212

A1

AD214

A1

1 1 1 1 1 1 1 1

1111111

17 17

17 17

3 3 6

6 6

EM

EM

EM

EM

EM

EM

EM

EM

DAY RM

EM

EM

VENTILATION

MENS LATRINE

EM

EM

EM

EM

EM

NCO

TOILET

EM

EM

EM

EM

JAN

VEST

348A

VEST

348B

CORRIDOR

US Army Corps of Engineers ®

SHEET ID

U S

A…