Package_1_-_Bldg_2319_BOT_-_Plans.pdf

PDF 19 MB Posted Aug 17, 2018

Attached to: KC-46A Add/Alter Bldg. 2319 for Boom Operator Trainer Federal contract opportunity
Solicitation number: W912DS-18-B-0021
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

From the source

PLANS: W912DS18B0021

View the file

Other files for this federal contract opportunity

Other files attached to KC-46A Add/Alter Bldg. 2319 for Boom Operator Trainer, newest first.
File	Type	Posted
Bid_Abstract_W912DS-18-B-0021.pdf	PDF	Nov 28, 2018
Amendment_13-_KC46_BOT_Specs.pdf	PDF	Nov 21, 2018
W912DS-18-B-0021_Amend_0013.pdf	PDF	Nov 21, 2018
W912DS-18-B-0021_Amend_0012.pdf	PDF	Nov 19, 2018
W912DS-18-B-0021_Amend_0011.pdf	PDF	Nov 14, 2018
Amendment_11_-_KC46_BOT_-_Plans.pdf	PDF	Nov 14, 2018
Amendment_10_-_KC46_BOT_-_Specs.pdf	PDF	Nov 9, 2018
W912DS-18-B-0021_Amend_0010.pdf	PDF	Nov 9, 2018
Amendment_10_-_KC46_BOT_-_Plans.pdf	PDF	Nov 9, 2018
W912DS-18-B-0021_Amend_0009.pdf	PDF	Nov 6, 2018
BOT_Amendment_8_Appendix_A.pdf	PDF	Oct 26, 2018
Amendment_8_-_KC26_BOT_-_Plans.pdf	PDF	Oct 26, 2018
W912DS-18-B-0021_Amend_0008.pdf	PDF	Oct 26, 2018
Amendment_8_-_KC46_BOT_-_Specs.pdf	PDF	Oct 26, 2018
W912DS-18-B-0021_Amend_0007.pdf	PDF	Oct 22, 2018
Package_3_-_Bldg_2319_BOT_-_FF&E_-_Amendment_0006.pdf	PDF	Oct 17, 2018
W912DS-18-B-0021_Amend_0006.pdf	PDF	Oct 17, 2018
Appendix_C_-_Interior_Photos.pdf	PDF	Oct 17, 2018
Amendment_6_-_KC46_BOT_-_Plans.pdf	PDF	Oct 17, 2018
W912DS18B0021_-_Amendment_0005.pdf	PDF	Oct 5, 2018
Amendment_4_-_KC46_BOT_-_Plans.pdf	PDF	Sep 21, 2018
W912DS18B0021_-_Amendment_0004.pdf	PDF	Sep 21, 2018
Amendment_3_-_KC46_BOT_-_Plans.pdf	PDF	Sep 11, 2018
Amendment_3_-_KC46_BOT_-_Specifications.pdf	PDF	Sep 11, 2018
W912DS18B0021_-_Amendment_0003.pdf	PDF	Sep 11, 2018
W912DS18B0021_-_Amendment_0002.pdf	PDF	Sep 5, 2018
POCs_for_BLD_2319_Boom_Operator.pdf	PDF	Sep 5, 2018
Sign_In_Roster_29_AUG_Boom_Operator.pdf	PDF	Sep 5, 2018
Amendment_1_-_Bldg_2319_BOT_-_Plans.pdf	PDF	Aug 23, 2018
W912DS18B0021_-_Amendment_0001.pdf	PDF	Aug 23, 2018
Package_3_-_Bldg_2319_BOT_-_FF&E.pdf	PDF	Aug 23, 2018
Package_2_-_Bldg_2319_BOT_-_Specs.pdf	PDF	Aug 23, 2018
Appendix_A_-_B2319_As-Build_Drawings.pdf	PDF	Aug 17, 2018
W912DS18B0021_KC-46A_Bldg_2319_Boom_Operator.pdf	PDF	Aug 17, 2018
Package_2_-_Bldg_2319_BOT_-_Specs.pdf	PDF	Aug 17, 2018
Appendix_B_-_B2319_Geotechnical_Investigations.pdf	PDF	Aug 17, 2018

Show all 36

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

W E

S T

A R

N O

L" D

WEST ARNOLD

4' X

2°

'4 8"

°4

G O

O U

SPOT

PRIMARY

ULD

ERS

C-5/747

8:1

AIRCRAFT PARKING APRON C-141/KC-10

TAXIWAY S 8171' X 150' 288° 39' 42" - 108° 39' 42"

PAX TERM

FT TERM

2249 TW

53VANDENBERG

AVE

AVENUE

ZONE

EL.

2.6 0'

R/W E

W H

FFEE

C5 / 747

C/D 1.3

ACH

1000 LB

ALT SPOT

GRISSOM

RD.

22-6

AVE

B E

R S

H A

V E

C O

O W

CLE

"A"

AVENUE

BROID

ROAD

FRITCHE AVE.

DRIVAS AVENUE

WELL

SOUTH

WEST THIRD STREET

ANTENNA

ILS

OCALIZ

EL.

4.5 0'

R/W E

T O

B R

O W

N S

OVERRUN

CLE

L S

CONTROL

TACAN

ROAD

TWR

MOBILE

PAD

R D

ZONE

BRID

SHEPPARD

22 18

GLE

WELL

EAST ARNOLD AVENUE

THIRD

SOUTH

RUN

B O

V A

R D

21082105

M cG

EAST

85186

15 1912

19091911

STREET

RANGEDRIVING

GOLF

G O

SERVIC

ROAD

RUN

ROAD

G O

L F

AMMO

C O

U R

N. AMMO RD.

RD.

AMMO RD.

C O

U R

R G

EAST

EAST FOURTH S

T.1903

'25

'23

MITCHELL ROAD

'55

BERGH

'67

'32

'51

'50

'30 '2

'54

'52

'74

HARMON

'33

'34

ST.

'66

'70 '60

'72 27

'5 8 27

'63

'64

'73 '71

'75

LIND

'69

K S

T O

WRIGHTSTOWN - COOKSTOWN ROAD

TUSKEGEE AIRMEN AVE.

2906 2907

2916 2901

& TRENTON 15 MI.

TO NEW JERSEY TURNPIKE 8 MI.

NORTH

MILLS

STREAM)

TRAILER P

ARK

V A

R D

ILLS

S C

H O

O L

H O

U S

NORTH

DOOLITTLE

2911 28

'26

'38

ROAD

S O

U T

'35

19 '37

B O

TO COOKSTOWN 1.0 MI.

(J O

N E S

S P

A A

T Z

JONES

023928

390439

393639

R O

A D

381539

4 3830

SCOTT

WEST

E S

A D

WEST

ST.

S T

R E

A M

I J

SECOND ST.

FALCON LANE

GATE

E. A

RNOLD

MCGUIR

E G

ATE

R O

APPROA

2719 2720

ARMIN

G, H

OT BRAKE

AND H

YDRAZIN

AREA

ACCESS

DEFENSE

HIGHWAY

U E

STREAM)

MILLS

RUN

U E

WRIGHTSTOWN - COOKSTOWN ROAD

NORTH

(JONES

M cG

E B

O U

R D

P-38

3005 3011

03 24

R O

WEST THIRD STREET

B S

DRIVAS AVENUE

FRITCHE AVE.

B E

R S

H A

V E

R O

2101ST

RD.

GRISSOM

W E

S T

A R

TUSKEGEE

AIRMEN

AVE.

22-5

-2

GATE

NGLO

GATE

BOLL

GATE

W . S

COTT

GATE

CASTLE

25252524

GATEGATR SITE

GATSERVIC

85184

22-4

M A

G D

E C

°4

N O

R T

PREVAILING WIND

2095 LAKESIDE CENTRE WAY

SUITE 200

KNOXVILLE, TN 37922

K O

R D

E R

N O

D E

N E

D B

D E

S C

M A

R K

S U

B M

D B

D A

C O

A C

T N

C H

E C

K E

D B

D R

A W

N B

U E

D A

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

.A R

M Y

C O

R P

S O

F E

N G

E R

S N

E W

Y O

R K

F E

D E

R A

L P

N E

W Y

O R

K , N

S C

H E

E T

D R

A W

C O

D E

O F

K C

-4 6A

B E

D D

O W

N M

C G

E A

U R

N C

O U

, N E

W J

E R

S E

Y W

R -1

4- D

-0

A N

S I D

L A

K E

E C

E N

W A

Y S

N O

X V

, T N

US Army Corps of Engineers ®

ISSUE DATE:

VOLUME:

NEW YORK DISTRICT

KC-46A PN163001

ADAL Bldg 2319 FOR BOOM

OPERATOR TRAINER,

JOINT BASE McGUIRE/DIX/LAKEHURST, NJ

JULY 2018

NEW JERSEY

FORT DIX

BORDENTOWN-TRENTON

INTERCHANGE NO.7

COOKSTOWN

NEW JE

RSEY TU

RNPIKE

DELAWARE

CAMDEN

PHILADELPHIA

MT HOLLY

CAMDEN-PHILADELPHIA

INTERCHANGE NO.4

BURLINGTON-

MT HOLLY

INTERCHANGE

NO.5 PEMBERTON

WRIGHTSTOWN

PENNSYLVANIA

TRENTON

RIVER

BORDENTOWN

BASE

AIR FORCE

MCGUIRE

PROJECT

LOCATION

G E

N E

R A

L C

O V

E R

S H

E E

C A

N A

N D

Y M

A P

G-001

FOR CONSTRUCTION

V . G

A R

S K

V . G

A R

S K

G . R

L-

-2

G -0

.d w g

S U

E F

O R

C O

N S

O N

-3

47 ISSUE FOR CONSTRUCTION

11 12

XX XX XX XXXXXXX XX XX XX XXXXXXX XX XX XX XXXXXX

XXXXXXXXXXXXXXXXXXX XX

XX XXX

XXXXXXXX

105.4' TO REMAIN 54.2'

E E

E E E E E E

E E

E E E E E E E E E E

E E

E E E

E E E E

POL

G G

G G G G G G G G G

G G

C C

Rip Rap

E E

G G G G

HTWS HTWS HTWS HTWS

S H

HTWS

U U

HTWS

HTWS HTWS HTWS

S H

HTWS HTWS HTWS

U U

U U U

Clean Out

E Clean Out

S S

D D

D D D

D Clean Out

D D

Clean Out

Clean Out Clean

Out

Clean Out

G G

W W

C C

E E

E E E E E E

E E

E E E E E E E

E E E E E E E E E E E E E

E E

POL

E E

E E E

E E

U U

E E

D D

D D D D D D D D D D

HTWS

W W

20'

9.6'

95.65'

33.7'

18.8'

O R

N O

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

-4

6A B

O W

N M

C G

N G

C O

U N

, N

2E R

-1 4-

D -0

GRAPHIC SCALE

D 1:

E C

E W

, T

A. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEE SHEET C-001.

B. ALL DEMOLITION ACTIVITIES ARE TO BE COORDINATED WITH WORK

PERFORMED INSIDE BUILDINGS AND CONSTRUCTION OF NEW BUILDING

ADDITION TO ALLOW ADEQUATE AND SAFE ACCESS FOR WORKERS,

EQUIPMENT, AND MATERIALS TO AND FROM THESE BUILDINGS.

C. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS

SHALL BE DISPOSED OF OFF BASE OR SITE AS DIRECTED BY CONTRACTING

OFFICER.

D. CONTRACTOR SHALL COORDINATE LIMITS OF PAVEMENT, CURB, GUTTER,

AND SIDEWALK REMOVAL WITH PROPOSED PAVEMENT ON SITE LAYOUT

PLAN.

E. SIDEWALK DESIGNATED FOR DEMOLITION SHALL BE REMOVED AT EXISTING

CONTROL JOINTS AND/OR EXPANSION JOINTS. SAW CUT FULL DEPTH OF

CONCRETE. THICKNESS OF SIDEWALK TO BE VERIFIED BY CONTRACTOR.

F. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT AND ANY

SUBBASE MATERIAL PRESENT. EXISTING PAVEMENT CONSISTS OF HOT MIX

ASPHALT. PAVING SECTION THICKNESSES VARY. CONTRACTOR TO VERIFY

EXISTING SECTION.

G. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE

REPAIRED OR REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE

GOVERNMENT.

H. THE CONTRACTOR SHALL NOT DISTURB THE JP-4 FUEL LINE DURING

CONSTRUCTION. EXCAVATION SHALL BE DONE BY HAND IN THE VICINITY OF

THIS PIPELINE.

GENERAL SHEET NOTES

20' 40'0

E $P

N C

N P

CD100

FOR CONSTRUCTION

U D

O R

U M

G . R

-1

-2

C D

dw g

C O

R U

O N

-3

1. REMOVE TREE.

2. REMOVE CONCRETE CURB.

3. SAW CUT AND REMOVE ASPHALT PAVEMENT, FULL DEPTH.

4. REMOVE CONCRETE SIDEWALK, FULL DEPTH.

5. SAW CUT AND REMOVE ASPHALT WALK, FULL DEPTH.

6. REMOVE SIDEWALK LIGHT AND CONCRETE BASE, SEE ED101.

7. EXISTING STORM DRAIN MANHOLE, PROTECT IN PLACE

8. REMOVE AND REROUTE EXISTING UNDERGROUND ELECTRIC PER ED101 AND

ES101.

9. EXISTING HIGH TEMPERATURE HOT WATER, PROTECT IN PLACE, U.N.O.

10. EXISTING STORM DRAIN CLEAN OUT, ADJUST RIM ELEVATION. SEE GRADING

AND DRAINAGE PLAN FOR ELEVATION.

11. EXISTING STORM DRAIN OR SUBDRAIN, PROTECT IN PLACE.

12. EXISTING STORM DRAIN INLET, PROTECT IN PLACE.

13. REMOVE AND RESET PARKING LIGHT AND BASE, SEE ED101 AND ES101.

14. REMOVE EXISTING NATURAL GAS AS SHOWN, COORDINATE WITH TIE-IN

LOCATIONS OF REROUTED NATURAL GAS LINE SHOWN ON CU100.

15. REMOVE EXISTING STORM DRAIN AND DOWNSPOUT CONNECTIONS.

16. EXISTING P.O.L., PROTECT IN PLACE, SEE NOTE H.

17. EXISTING TELECOMMUNICATION MANHOLE, PROTECT IN PLACE.

18. EXISTING HOT WATER MANHOLE, ADJUST RIM ELEVATION SEE GRADING AND

DRAINAGE PLAN FOR ELEVATION.

19. REMOVE AND RELOCATE EXISTING VENT STACK, SEE CU100 FOR LOCATION.

20. EXISTING CATHODIC PROTECTION TEST STATION, ADJUST TOP ELEVATION

SEE GRADING AND DRAINAGE PLAN FOR ELEVATION.

21. EXISTING PARKING LIGHT WITH CONCRETE BASE, PROTECT IN PLACE.

22. EXISTING WATER LINE TO REMAIN, ADJUST VALVE TO ELEVATION. SEE

GRADING AND DRAINAGE PLAN FOR ELEVATION.

23. REMOVE EXISTING HIGH TEMPERATURE HOT WATER SUPPLY AND RETURN

LINES UNDER NEW BUILDING TO A MINIMUM OF 5 FEET FROM EDGE OF

FOUNDATION. CAP REMAINING ENDS AND ABANDON PIPES IN PLACE.

24. EXISTING NATURAL GAS UTILITY, PROTECT IN PLACE, U.N.O.

25. EXISTING ELECTRICAL / TELECOMMUNICATIONS, PROTECT IN PLACE, U.N.O.

SHEET KEYNOTES

REMOVE ASPHALT

REMOVE CURB AND GUTTER

REMOVE TREE

REMOVE ASPHALT / CONCRETE WALK

REMOVE UTILITY

REMOVE AND RESET BOLLARD

SHEET LEGEND

XXXX

LIMIT OF DEMOLITION

LIGHT / STREET LIGHT

ABANDON UTILITY••••••

FCU FCU

-3

-E

-D

-C

-A

-B

-AA

-2A -4 -5 -6 -7 -8 -9 -10 -11

BOT ROOM 2

MECH RM N.I.C.

BRIEFING RM

COMPUTER

ROOM 1

COMM RM

ELECT. ROOM

BRIEFING RM 4

BRIEFING RM 3

BRIEFING RM 2

BRIEFING RM 1

VESTIBULE N.I.C.

CORRIDOR 3

29' - 10"

1 1 1 11

COMPUTER

ROOM 2

4 4

-9.5

5 6 5 6 5 6 5 6

5 6

5 11

7' - 2 1/2"1' - 2 1/2" 11' - 0 1/4" 16' - 0" 16' - 0" 7' - 5" 26' - 1 3/4" 3' - 7" 32' - 3"

1/ 2"

GRAPHIC SCALE

KEY PLAN

-1 -9

1 14

-A

-L

G C

S M

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

T A

S K

O R

D E

R N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

N S

H E

E T

L A

K E

E C

E N

T R

E W

A Y

S U

K N

O X

, T

N E

W Y

O R

K D

F E

D E

R A

L P

A N

E W

Y O

R K

K C

B E

D D

O W

N M

C G

E A

F B

B U

N G

T O

N C

O U

N T

Y , N

E W

J E

R S

E Y

S C

P T

F L-

2E R

-1 4-

D -0

AD111

A U

D R

H E

A R

G . R

C . S

A N

G E

R H

A U

S E

FOR CONSTRUCTION

D E

M O

A R

C H

C T

U R

A L

S T

O R

N A

R E

A A

U E

F O

R C

O N

U C

1/8" = 1'-0"A1 DEMOLITION FLOOR PLAN - AREA A

GENERAL DEMOLITION SHEET NOTES

SHEET KEYED NOTES

1 MASONRY INFILL OPENING. MATCH BRICK TO EXISTING.

SEE DETAIL E8/A-602.

2 REMOVE DOOR.

3 REMOVE SECURITY DOOR AND DEMOLISH PARTITION.

4 DEMOLISH METAL STUD PARTITION.

5 REMOVE SUSPENDED ACOUSTICAL CEILING, LIGHT

FIXTURES, DIFFUSERS AND GRILLES, AND CEILING

MOUNTED DEVICES. SALVAGE FOR RE-USE AS INDICATED.

SEE ELECTRICAL AND MECHANICAL FLOOR PLANS.

6 REMOVE CARPET AND BASE.

7 EXISTING RAISED FLOORING TO REMAIN.

8 SEE STRUCTURAL DRAWINGS FOR STEM WALL

DEMOLITION.

9 DEMO CMU & BRICK VENEER WALL FOR DOOR OPENING.

10 SEE CIVIL DRAWINGS FOR SITE DEMOLITION.

11 SEE STRUCTURAL DRAWINGS FOR SLAB DEMOLITION.

12 DEMOLISH CMU OPENING IN WALL FOR WINDOW

INSTALLATION. SEE STRUCTURAL DWGS.

A. SEE SHEET A-001 FOR ABBREVIATIONS. SEE SHEET A-010 FOR

GENERAL NOTES, LEGENDS, SYMBOLS AND BUILDING

INFORMATION USED.

B. SEE SHEET A-100 FOR LIFE SAFETY PLAN AND NOTES.

C. IT IS ANTICIPATED THAT THIS BUILDING WILL REMAIN OCCUPIED AT

ALL TIMES DURING CONSTRUCTION. LIFE SAFETY PROVISIONS

SHALL REMAIN IN FORCE AND SHALL BE MAINTAINED AT ALL TIMES.

LIKEWISE, COORDINATION OF CONSTRUCTION, DELIVERIES,

MANAGEMENT, SECURITY, AND SAFETY, HOURS OF WORK,

CONTROLLED ACCESS TO THE FACILITY, TRASH AND WASTE

MANAGEMENT AND OTHER ASSOCIATED PRACTICES ARE

REQUIRED AND WILL NEED COORDINATION WITH THE TENANT(S)

AND CLIENT.

D. WORK IN AREA A IS SHOWN ON FLOOR PLAN IN ITS ENTIRETY.

WORK IS SUBJECT TO PHASING SHOWN ON A-010.

E. SEE SHEET A-601 FOR DOOR SCHEDULE.

F. BOT AND COMPUTER EQUIPMENT REMOVAL BY OTHERS.

COORDINATE WITH PROJECT OFFICER.

G. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, AND FIRE

PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION WORK.

8'4' 16'0

SCALE: 1/8"=1'-0"

13121110987

-I

-H

-G

NEW WST 1

152A

COMPUTER RM

101B

COMPUTER RM

101A

CORRIDOR N.I.C.

112AMAINT. N.I.C.

123XMAINT. N.I.C.

124X

HYDR. RM N.I.C.

CORRIDORS N.I.C.

112X

TRAINER RM

N.I.C.

CORRIDOR N.I.C.

112B

(EXISTING) HYDR.

152D

152F

152L

NEW WST 2

152B

NEW WST 1

152A

100' - 0"

123A

TYP.

18' - 3" 1' - 5" 15' - 9" 22' - 0" 25' - 0" 22' - 0" 15' - 9" 1' - 5" 9' - 4" 8' - 11"

MECH RM N.I.C.

TELECOM N.I.C.

JAN. CLOS.

MAINT. N.I.C.

124X

MAINT. N.I.C.

123X

CORRIDOR N.I.C.

112A

WOMEN'S

MEN'S

120B

119B

110B

-2-1A-1

-I

-H

LEARNING

CENTER N.I.C.

VES. N.I.C.

108X

JAN. CLOS.

MEN'S

WOMEN'S

BRIEFING RM

N.I.C.

108A108B

GRAPHIC SCALE

KEY PLAN

-1 -9

1 14

-A

-L

G C

S M

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

T A

S K

O R

D E

R N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

N S

H E

E T

L A

K E

E C

E N

T R

E W

A Y

S U

K N

O X

, T

N E

W Y

O R

K D

F E

D E

R A

L P

A N

E W

Y O

R K

K C

B E

D D

O W

N M

C G

E A

F B

B U

N G

T O

N C

O U

N T

Y , N

E W

J E

R S

E Y

S C

P T

F L-

2E R

-1 4-

D -0

AD112

A U

D R

H E

A R

G . R

C . S

A N

G E

R H

A U

S E

FOR CONSTRUCTION

D E

M O

A R

C H

C T

U R

A L

S T

O R

N A

R E

A S

, B , C

A N

D D

U E

F O

R C

O N

U C

GENERAL DEMOLITION SHEET NOTES

SHEET KEYED NOTES

1 WST UNIT CLEARANCE ENVELOPE (F.10) WST EQUIPMENT

BY OTHERS.

2 WST FOUNDATION PAD. SEE STRUCTURAL DWGS.

3 EXISTING STRUCTURAL COLUMN. SEE STRUCTURAL DWGS.

4 REMOVE INSULATED PANELS FOR NEW OVERHEAD DOOR

INSTALLATION.

5 REMOVE FLOORING

6 REMOVE WALL TILE

7 REMOVE BASE

8 REMOVE DOOR FRAME AND HARDWARE

9 REMOVE TOILET PARTITIONS.

10 REMOVE SUSPENDED ACOUSTICAL CEILING, LIGHT

FIXTURES, DIFFUSERS AND GRILLES, AND CEILING

MOUNTED DEVICES. SALVAGE FOR RE-USE AS INDICATED.

SEE MECHANICAL, ELECTRICAL, AND FIRE PROTECTION.

11 REMOVE MIRRORS & TOILET ACCESSORIES.

12 REMOVE PLUMBING FIXTURES. SEE MECHANICAL

DRAWINGS.

13 REMOVE ACCESS FLOOR PANELS. PEDESTALS TO REMAIN.

FOR ESTIMATING PURPOSES CONTRACTOR TO REPLACE

15% OF PEDESTALS.

A. SEE SHEET A-001 FOR ABBREVIATIONS. SEE SHEET A-010 FOR

GENERAL NOTES, LEGENDS, SYMBOLS AND BUILDING

INFORMATION USED.

B. SEE SHEET A-100 FOR LIFE SAFETY PLAN AND NOTES.

C. IT IS ANTICIPATED THAT THIS BUILDING WILL REMAIN OCCUPIED AT

ALL TIMES DURING CONSTRUCTION. LIFE SAFETY PROVISIONS

SHALL REMAIN IN FORCE AND SHALL BE MAINTAINED AT ALL TIMES.

LIKEWISE, COORDINATION OF CONSTRUCTION, DELIVERIES,

MANAGEMENT, SECURITY, AND SAFETY, HOURS OF WORK,

CONTROLLED ACCESS TO THE FACILITY, TRASH AND WASTE

MANAGEMENT AND OTHER ASSOCIATED PRACTICES ARE

REQUIRED AND WILL NEED COORDINATION WITH THE TENANT(S)

AND CLIENT.

D. WORK IN AREA IS SHOWN ON FLOOR PLAN IN ITS ENTIRETY. WORK

IS SUBJECT TO PHASING SHOWN ON A-010.

E. SEE SHEET A-601 FOR DOOR SCHEDULE.

F. WST, SUPPORT EQUIPMENT AND COMPUTER EQUIPMENT REMOVAL

BY OTHERS. COORDINATE W/ PROJECT OFFICER.

G. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, TELECOM, AND FIRE

PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION WORK.

1/8" = 1'-0"A1 DEMOLITION FLOOR PLAN - AREA B

1/8" = 1'-0"E5 DEMOLITION FLOOR PLAN - AREA C

1/8" = 1'-0"E1 DEMOLITION FLOOR PLAN - AREA D

8'4' 16'0

SCALE: 1/8"=1'-0"

EXST 6" SUB DRAIN

EXST 6" CURB

EXST EDGE

OF PVMT

EXST 6' SIDEWALK

EXST 15"

STORM DRAIN

EXST 12" STORM DRAIN

EXST 6.5' ASPH

SIDEWALK

EXST HOT WATER

SUPPLY AND RETURN

EXST SUB DRAIN

E E

E E E E E E

E E

E E E E E E E E E E

E E

E E E

E E E E

POL

G G

G G G G G G G G G

G G

C C

Rip Rap

D D D D D D

E E

G G G G

HTWS HTWS HTWS HTWS

S H

HTWS

U U

HTWS

HTWS HTWS HTWS

S H

HTWS HTWS HTWS

U U

U U U

W W W W W W W W W W W W W W W W W W

Clean Out

E Clean Out

S S

D D

D D D

Clean Out

D D

Clean Out

Clean Out Clean

Out

Clean Out

W W

C C C

E E

E E E E E E

E E

E E E E E E E

E E E E E E E E E E E E E

E E

POL

E E

E E E E E

E E E E

E E

U U

E E

E E E

D D

D D D D D D D D D D

HTWS

W W

EXST DUMPSTER

N 436530.06 E 466375.27

N 436549.78 E 466199.31

6.5' EXST SIDEWALK

EXST GRASS

CONTROL POINT TABLE

TRAVERSE POINT / BENCHMARK

TR-1 / BM-1

TR-2

TR-101 / BM-3

TR-102

TR-201 / BM-2

TR-202

TR-203

Northing

436608.59

436680.82

436357.70

436306.01

436493.17

436442.12

436434.62

Easting

466187.57

466569.20

466610.76

466248.81

466456.89

466351.95

466306.16

Elevation

114.965

111.816

112.754

115.132

115.053

115.431

115.273

O R

N O

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

-4

6A B

O W

N M

C G

N G

C O

U N

, N

2E R

-1 4-

D -0

GRAPHIC SCALE

D 1:

E C

E W

, T

A. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEE SHEET

C-001.

B. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES

AS INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS

AND FIELD SURVEYS. UNDERGROUND STRUCTURES AND

UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR

LOCATED.

C. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, AND SURVEY

INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING

DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL

FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY

FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY

DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY

REPORTED TO THE OWNER BEFORE ANY FURTHER WORK

COMMENCES. IN THE EVENT AN UNEXPECTED UTILITY OR

STRUCTURE INTERFERENCE IS ENCOUNTERED, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER.

D. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS

NOT TO BE DAMAGED DURING DEMOLITION AND CONSTRUCTION.

THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR

DISTURBED ITEMS TO THE SATISFACTION OF THE OWNER.

GENERAL SHEET NOTES

20' 40'0

47 C-100

FOR CONSTRUCTION

N G

U D

O R

U M

G . R

-2

C -1

.d w g

C O

R U

O N

-3

1. 2 COATS OF TRAFFIC

PAINT, WHITE

2. BACKGROUND, 2

COATS OF TRAFFIC

PAINT, MEDIUM BLUE

3. 3" RADIUS

4. 4" WIDE, TYP

5. CL PARKING STALL

2" TYP 3' - 6"

4" M

3' -6

1" 3"

3' -6

1. GROUT PLUG

2. 8" DIA. SCHED 40 STEEL PIPE,

GRIND SMOOTH, FILL WITH

CONC AND PAINT AS SPECIFIED

3. FINISH GRADE

4. CONCRETE ENCASEMENT

5. 1'-6" MIN DIA

NOTES:

A. INSTALL CENTER OF BOLLARD 'IN-LINE' WITH

EDGE OF EQUIPMENT DOOR FRAME AND AT AN

OFFSET DISTANCE OF 1'-6" FROM THE EDGE OF

BUILDING.

2'-1"

1. MANHOLE FRAME AND

COVER

2. GROUT

3. REINFORCED STANDARD

TOP SLAB DESIGNED FOR

HS20 LOADING

4. PRECAST MANHOLE

SECTION

5. MANHOLE BASE

6. AS SPECIFIED OR SHOWN

7. PRECAST 2", 4" OR 6"

GRADE RINGS

8. FINISH GRADE

9. VARIES AS REQUIRED 2"

MINIMUM 12" MAXIMUM

2'-1"

2' -6

" M

6" M

1. PRECAST CONC GRADE

RINGS

2. VARIES AS REQD 2"

MINIMUM 12" MAXIMUM

3. PRECAST ECCENTRIC

CONE

4. PRECAST MANHOLE

SECTIONS

5. MANHOLE BASE

6. AS SPECIFIED OR

SHOWN

7. MANHOLE FRAME AND

COVER

8. FINISHED GRADE

9. GROUT

10. MANHOLE STEPS, AS

SPECIFIED

SUBBASE COURSE

BASE COURSE (RDM)

COMPACTED SUBGRADE

SEE PAVING DETAIL

1. WHITE CONCRETE CURB

MATCH COLOR

OF EXISTING CURBING.

R1"

6" 6" 6"

3"3" x x x x x xxxx x

VARIES

CJEJ

1. EQUAL TO THE WIDTH OF SIDEWALK

MAX.SPACING 6'-0' O.C.

2. TOOLED SCORE JOINT 1" DEEP, 1/4"

WIDE.

3. 3/8" NONEXTRUDING AND RESILIENT

NON-BITUMINOUS PREFORMED

FILLER ASTMD 1752 FULL DEPTH OF

CONCRETE SLAB USE ALL EXPANSION

JOINTS.

4. BROOM FINISHED CONCRETE, TYP

5. POLYSULFIDE SEALANT 1/2" DEEP.

6. 6X6 6/6 WIRE MESH

7. SMOOTH FINISHED BORDER, TYP

8. 32' O.C. MAX.

3"3"

3 6

45°

1. INSTALL ADA SIGN PER DETAIL

D4, THIS DWG.

2. EXISTING ASPHALT PAVEMENT.

3. ADA ACCESS AISLE BLUE

PAINTED STRIPES.

4. PROVIDE INTERNALTIONAL ADA

SYMBOL ON THE SURFACE OF

EACH PARKING SPACE.SEE

DETAIL F8 THIS DWG.

5. FACE OF CURB.

5' - 0"

2' - 6"

1' -6

TYP

3" MIN

3" M

1. MOUNTING HARDWARE

2. SIGN WORDING LAYOUT AND MATERIAL

TO BE PER INSTALLATION SIGN

STANDARDS.

3. 2" SQUARE STEEL TUBING, OR

APPROVED EQUAL

4. CONCRETE SIDEWALK

5. CONCRETE BACKFILL

NOTES:

A. ALL HOLES TO BE 9/16" DIAMETER FOR 1/2" BOLTS.

B. ALL MATERIAL TO BE PAINTED PER INSTALLATION

STANDARDS.

4' -0

-0

6" M

4" MIN

1. FLEXIBLE MANHOLE CONNECTOR

2. PROVIDE JOINT ON PIPE WITHIN

1'-6" OF OUTSIDE FACE OF

MANHOLE

3. LESS THAN 2'-0"

4. COMPACTED IMPORTED PIPE

BEDDING TO UNDISTURBED

EARTH, 6" MIN

5. AS SPECIFIED OR SHOWN

6. PRECAST BASE

7. CAST-IN-PLACE BASE

8. MANHOLE TOP

9. MANHOLE STEPS, IF SPECIFIED

10. PRECAST MANHOLE SECTIONS

11. GROUT IN EVEN SLOPE FROM

FLOW LINE TO FLOW LINE

12. POURED OR PRECAST CONC BASE

AT CONTRACTORS OPTION

13. SLOPE 2" PER 1'-0"

6 7

O R

N O

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

-4

6A B

O W

N M

C G

N G

C O

U N

, N

2E R

-1 4-

D -0

D 1:

E C

E W

, T

E $P

C-502

FOR CONSTRUCTION

U D

O R

U M

G .R

-1

-2

C -5

.d w g

C O

R U

O N

-3

1. 2 1/2"x 1/2" FLAT BAR

2. 3"x2 1/2"x3/8" ANGLE

3. 3/8" x 2 1/2" FLAT BARS AT 1

7/8 " ON CENTER

4. 3/8" x 2" FLAT BAR EACH

END

5. 5/8" x 3" BOLTS, 2 EACH END

6. CROSS BARS 3/8" ROUND

OR RECTANGULAR BAR

TYP

3/4"

TYP

3/4"

3/16"

TYP BOTH ENDS

OUTER BARS AND

EVERY SECOND

INNER BAR

2" O

" C

S 2"

FRAME PLAN

GRATE PLAN

SECTION A

SECTION B

2' -8

3/ 4"

2' -8

1'-9 3/8"

1'-10 3/4"

O U

N D

2 1/2"

1. EXST HTHW

MANHOLE, PROTECT

EXST HTHW PIPE,

VALVES AND MISC.

APPURTENANCES.

2. EXST VENT LOCATION

3. PIPE PENETRATION,

SEE DETAIL F4 ON

DWG C-503.

4. FINISHED GRADE.

5. INSECT SCREEN.

6. 6"Ø 90° BEND.

7. MH COVER ADJUSTED

TO PROPOSD GRADE,

SEE PLANS.

8. RELOCATED 6" CAST

IRON VENT PIPE,

MATCH EXST SIZE

AND MATERIAL.

9. ASPHALT WALK.

10. SLOPE HORIZONTAL

VENT PIPE 0.50%

(MIN) TOWARDS

MANHOLE

3 6

~3.5'

NOTES:

A. SEE DWG CU100 FOR LOCATION OF NEW VENT PIPE.

SEE NOTE A

SOLID COVER

SECTION

24"3/4"

3/4"

7/8"

7" 1"

1" 1/8" R

LETTERING "D" (STORM)

SHALL BE STAMPED OR

CAST INTO COVER.

MACHINE TO A TRUE 26"

HEAVY DUTY, 400 LB. MIN.

1. EXISTING CONCRETE

2. CORE DRILL HOLE PIPE OD+2-1/2" + CLEAN

PRIOR TO INSTALLING GROUT AND PIPE

3. INVERT ELEVATION SHOWN ON PLAN

4. WET PIPE AND CONCRETE WALL. THEN

SEAL WITH NON-SHRINK GROUT

5. PIPE JOINT, WHERE REQUIRED

6. 1-1/2" PIPE DIA, 18" MAX

7. NEOPRENE GASKET

8. NEW PIPE

G G G G G G

D D D

D D

FF=115.86

34.5'

R5.5

2' 6'

5.50'7.49

-4 .7

-2.41%

-1.46%

-2.36%

-1.35%

-3.60%

-4.19%

-3 .3

-5.40%

-1.93%

MATCH EXST ASPHALT

1. SEE DETAIL D4 DWG C-501 FOR CONCRETE

TO ASPHALT TRANSITION.

2. ASHPALT PAVEMENT SEE F4 DWG C-501.

3. CONCRETE PAVEMENT, TYPE C3, 10". SEE

DETAIL F1 DWG C-501.

O R

N O

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

-4

6A B

O W

N M

C G

N G

C O

U N

, N

2E R

-1 4-

D -0

D 1:

E C

E W

, T

E $P

C-503

FOR CONSTRUCTION

U D

O R

U M

G .R

-1

-2

C -5

.d w g

C O

R U

O N

-3

12'

7.4'

20.54'

R5'

26.4'

R5'

R15'

R15'6

12'

16' TYP.

9' T

#2319

ADDITION

R58.5'

4.5'

Rip Rap

S S

R5.5'

4.5' 6.5'

24.78' R24.68'

R51 .5'

FF=115.86'

N 436638.47 E 466325.57

N 436559.64 E 466462.51

N 436510.93 E 466459.94

N 436496.15 E 466462.92

N 436477.84 E 466467.20

R5.5'

11N 436456.36 E 466374.01

R10'

R5'

5N 436565.39 E 466347.42

N 436548.07 E 466242.79

N 436602.93 E 466229.70

2.5'

2.59'

N 436572.24 E 466345.81

N 436627.22 E 466332.30

1N 436579.66 E 466377.13

1N 436643.31 E 466402.65

1 N 436633.42 E 466430.42

43.71'

1 N 436512.26 E 466414.19

1 N 436590.23 E 466395.73

N 436512.28 E 466175.20

N 436548.12 E 466170.28

O R

N O

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

-4

6A B

O W

N M

C G

N G

C O

U N

, N

2E R

-1 4-

D -0

GRAPHIC SCALE

D 1:

E C

E W

, T

E $P

U T

CS100

FOR CONSTRUCTION

U D

O R

U M

G . R

-1

-2

C S1

.d w g

C O

R U

O N

-3

20' 40'0

A. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEE SHEET

C-001.

B. NEW ASPHALT PAVEMENT SECTION SHALL MEET MINIMUM DESIGN

THICKNESS AS INDICATED OR MATCH EXISTING ASPHALT

PAVEMENT THICKNESS, WHICH EVER IS THICKER.

C. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING

CONSTRUCTION. ANY DRAINAGE FEATURE OR STRUCTURE

DISTURBED DURING CONSTRUCTION, NOT IDENTIFIED TO BE

DEMOLISHED, SHALL BE RESTORED TO EXISTING CONDITIONS OR

BETTER SUBJECT TO THE APPROVAL OF THE OWNER.

D. POSITIVE DRAINAGE AWAY FROM BUILDINGS SHALL BE MAINTAINED.

E. INSTALL PARKING LOT STRIPING WHERE INDICATED, AS SPECIFIED.

RESTRIPE ALL EXISTING PARKING LOT STRIPING DISTURBED OR

DAMAGED BY CONSTRUCTION ACTIVITIES.

F. FOR PARKING LOT LIGHTING AND WALKWAY LIGHTING SEE DWG

ES101.

G. CONCRETE SIDEWALKS SHALL HAVE CROSS SLOPE OF 2%, AWAY

FROM THE BUILDING. CONTROL JOINTS SHALL BE INSTALLED PER

DETAIL.

H. PARKING STALL COUNTS:

BUILDING 2319:

EXISTING = 57 STALLS

PROPOSED = 49 STALLS

REQUIRED ADA = 2 STALLS

BUILDING 2320:

EXISTING = UNCHANGED

I. TOPSOIL AND SEED ALL AREAS DISTURBED BY CONSTRUCTION

WHICH ARE NOT PAVED, AS SPECIFIED.

GENERAL SHEET NOTES

SHEET KEYNOTES

1. CONSTRUCT 6" CONCRETE CURB, SEE DETAIL B1 DWG C-501.

2. CONSTRUCT CONCRETE SIDEWALK, SEE DETAIL F8 DWG C-501.

SEE EXPANSION / CONTRACTION JOINT DETAIL F4 DWG C-502.

3. CONSTRUCT ASPHALT WALK, MATCH EXISTING SECTION.

4. TIE INTO EXISTING CURB.

5. TIE INTO EXISTING WALK PER DETAIL D1 DWG C-501, SIM.

6. PAINTED STRIPING, 4" WHITE 2' O.C.

7. PAINTED 4" WHITE PARKING STRIPE, TYP ON NEW PAVEMENT.

8. MUTCD "NO PARKING" SIGN R7-6, STYLE TO MATCH INSTALLED

STANDARDS, MOUNTED TO BLDG EXTERIOR.

9. REPLACE STREET LIGHT, SEE NOTE F.

10. TAPER 6" CURB TO 0" OVER 6'.

11. TIE INTO EXISTING ASPHALT, SEE DETAIL D1 DWG C-501.

12. REALIGN ASPHALT WALK. SEE DWG CG120.

13. CONNECT BLDG 2319 PARKING TO BLDG 2320 PARKING SEE DWG

CG202.

14. BOLLARD TYP. OF 4 AT EQUIPMENT DOORS. SEE DETAIL D8 DWG

C-502.

15. BOLLARD LUMINAIRE SEE ELECTRICAL DWG ES101.

16. PROVIDE HANDICAP PARKING STRIPING SEE DETAIL D1 DWG C-502.

17. REPLACE ASPHALT WALK, MATCH EXISTING SECTION.

18. NEW ASPHALT PAVEMENT SEE DETAIL F4 DWG C-501.

19. CONCRETE PAVEMENT SEE LAYOUT AND GRADING DETAIL B1 DWG

C-503.

SHEET LEGEND

ASPHALT PAVEMENT

CONCRETE SIDEWALK

TOPSOIL AND SEED

RELOCATED STREET LIGHT, SEE NOTE F.

CURB, SEE DETAILS.

SD SD

SF SF SF SF

E E

E E E E E E

E E

E E E E E E E E E E

E E

E E E

E E E E

POL

G G

G G G G G G G G G

G G

C C

Rip Rap

D D D D D D

E E

G G G G

U U

U U U U

Clean Out

E Clean Out

S S

D D

D D D

Clean Out

D D

Clean Out

Clean Out Clean

Out

Clean Out

W W

C C C

E E

E E E E E E

E E

E E E E E E E

E E E E E E E E E E E E E

E E

POL

E E

E E E E E

E E E E

E E

U U

E E

E E E

D D

D D D D D D D D D D

W W

E $P

R O

N A

N D

O N

C O

O L

CG100

FOR CONSTRUCTION

U D

O R

U M

G . R

-1

-2

C G

dw g

C O

R U

O N

-3

O R

N O

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

-4

6A B

O W

N M

C G

N G

C O

U N

, N

2E R

-1 4-

D -0

GRAPHIC SCALE

D 1:

E C

E W

, T

20' 40'0

SHEET KEYNOTES

1. STORM SEWER INLET PROTECTION, SEE DETAIL E1 ON DWG

CG501.

2. STABILIZED CONSTRUCTION ACCESS, SEE DETAIL E8 ON DWG

CG501.

3. SEDIMENTATION FENCE, SEE DETAIL E4 ON DWG CG501.

A. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEE SHEET C-001.

B. REFER TO SPECIFICATION 31 32 11 FOR ADDITIONAL EROSION AND

SEDIMENT CONTROL REQUIREMENTS.

C. REFER TO SPECIFICATION 32 92 19 FOR SITE SEEDING REQUIREMENTS.

D. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN

PLACE PRIOR TO ANY GRADING OPERATION AND/OR INSTALLATION OF

PROPOSED STRUCTURES OR UTILITIES.

E. SOIL AND EROSION CONTROL PRACTICES IN THE PLAN SHALL BE

CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION

AND SEDIMENT CONTROL IN NEW JERSEY.

F. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE

LEFT IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND/OR THE AREA IS

STABILIZED.

G. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN SIXTY

(60) DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL

IMMEDIATELY RECEIVE A TEMPORARY SEEDING AND FERTILIZATION IN

ACCORDANCE WITH THE NEW JERSEY STANDARDS AND THEIR RATES SHOULD

BE INCLUDED IN THE NARRATIVE. IF THE SEASON PROHIBITS TEMPORARY

SEEDING, THE DISTURBED AREAS WILL BE MULCHED WITH SALT HAY OR

EQUIVALENT END ANCHORED IN ACCORDANCE WITH THE NEW JERSEY

STANDARDS (I.E. PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH

BINDER).

H. ALL CRITICAL AREAS SUBJECT TO EROSION WILL RECEIVE A TEMPORARY

SEEDING IN COMBINATION WITH STRAW MULCH AT A RATE OF 2 TONS PER

ACRE, ACCORDING TO THE NEW JERSEY STANDARDS IMMEDIATELY

FOLLOWING ROUGH GRADING.

I. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL

STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT

CONTROL FACILITIES.

J. ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED ON

A REGULAR BASIS AND AFTER EVERY STORM EVENT.

K. SOIL STOCKPILES ARE NOT TO BE LOCATED WITHIN FIFTY (50) FEET OF THE

FLOODPLAIN, SLOPE, ROADWAY, OR DRAINAGE FACILITY. THE BASE OF THE

STOCKPILES SHOULD BE PROTECTED BY A HAY BALE BARRIER OR SEDIMENT

FENCE.

L. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES.

M. ALL CATCH BASIN INLETS WILL BE PROTECTED DURING CONSTRUCTION.

N. ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A

SEDIMENT FILTRATION DEVICE. PLACE DISCHARGE SO AS NOT TO CAUSE

EROSION OF THE DOWNSTREAM AREA.

O. THE BURLINGTON COUNTY SOIL CONSERVATION DISTRICT SHALL BE

NOTIFIED, IN WRITING, 12 HOURS PRIOR TO ANY LAND DISTURBANCE.

P. MULCHING IS REQUIRED ON ALL SEEDED AREAS TO INSURE AGAINST

EROSION BEFORE GRASS IS ESTABLISHED TO PROMOTE EARLIER VEGETATION

COVER.

Q. A COPY OF THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN

MUST BE MAINTAINED ON THE PROJECT SITE DURING CONSTRUCTION.

R. MAXIMUM SIDE SLOPES OF ALL EXPOSED SURFACES SHALL NOT BE

CONSTRUCTED STEEPER THAN 3:1 UNLESS OTHERWISE APPROVED BY THE

DISTRICT.

S. THE SOIL EROSION INSPECTOR MAY REQUIRE ADDITIONAL SOIL EROSION

MEASURES TO BE INSTALLED, AS DIRECTED BY THE DISTRICT INSPECTOR.

GENERAL SHEET NOTES

SHEET LEGEND

VEHICLE TRACKING / CONSTRUCTION DRIVEWAY

INLET CONTROL FILTER

SILT FENCE

PROJECT LIMITS

GRADE BREAK

MATCH EXST ASPH

AREA INLET 1

GRATE=114.00

18" INV. 111.00 (NE)

C H

EXST INLET

RIM=113.4

RELOCATED WATER VENT

ELEV= 133.35

FF=115.86

E E

E E E E E E

E E

E E E E E E E E E E

E E

E E E

E E E E

POL

G G

G G G G G G G G G

G G

C C

Rip Rap

D D D D D D

E E

G G G G

HTWS HTWS HTWS HTWS

S H

HTWS

U U

HTWS

HTWS HTWS HTWS

S H

HTWS HTWS HTWS

U U

U U U U

Clean Out

E Clean Out

S S

D D

D D D

Clean Out

D D

Clean Out

Clean Out Clean

Out

Clean Out

W W

C C C

E E

E E E E E E

E E

E E E E E E E

E E E E E E E E E E E E E

E E

POL

E E

E E E E E

E E E E

E E

U U

E E

E E E

D D

D D D D D D D D D D

HTWS

W W

C H

SD SD

-0.54%

-0 .5

-1 .99

-1.47%

-1.26%

EXST INLET

RIM=113.79

EXST INLET

RIM=112.11

-1.

E $P

A N

D D

CG120

FOR CONSTRUCTION

U D

O R

U M

G . R

-1

-2

C G

dw g

C O

R U

O N

-3

O R

N O

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

-4

6A B

O W

N M

C G

N G

C O

U N

, N

2E R

-1 4-

D -0

GRAPHIC SCALE

D 1:

E C

E W

, T

20' 40'0

SHEET KEYNOTES

1. CONNECT TO EXISTING STORM SEWER MANHOLE.

2. CONNECT TO EXISTING STORM SEWER INLET.

3. CONCRETE SIDEWALK, 2% FROM BUILDING.

4. CATHODIC PROTECTION TEST STATION, ADJUST TOP OF

CONCRETE TO FINAL GRADE ELEVATIONS.

5. HTHW WATER MANHOLE , ADJUST RIM TO FINAL GRADE

ELEVATION.

6. CLEAN OUT FOR SUBDRAIN, ADJUST TOP OF CLEAN OUT TO FINAL

GRADE ELEVATIONS.

7. CONSTRUCT NEW STORM DRAINS PER PLAN AND PROFILES ON

DWG CG-201.

8. FOR PARKING LOT CONNECTION ROAD PLAN AND PROFILE, SEE

DWG CG202.

A. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEE SHEET

C-001.

B. FINISHED SURFACE ELEVATIONS SHALL MATCH EXISTING GRADE

ELEVATIONS. MATCH TOP OF CONCRETE PAVEMENT TO TOP OF

EXISTING CONCRETE PAVEMENT.

C. TOPSOIL AND SEED ALL AREAS DISTURBED BY CONSTRUCTION

WHICH ARE NOT PAVED.

D. ROOF DRAINS BETWEEN BUILDING AND INTERCEPTING DRAINS

SHALL BE 4”. THEIR INVERT AT THE BUILDING SHALL BE A

MINIMUM OF 6” ABOVE THE TOP OF FOOTING AND SHALL SLOPE

AT A MINIMUM OF 2%. ROOF DRAINS SHALL JOIN UPPER

QUADRANT OF INTERCEPTING DRAIN SO THAT THERE IS A 45°

ANGLE BETWEEN THE CENTERLINE OF THE ROOF DRAIN AND THE

HORIZONTAL LINE THROUGH THE CENTER OF THE INTERCEPTING

DRAIN.

E. CONTRACTOR SHALL NOT DISTURB THE P.O.L. PIPELINE DURING

CONSTRUCTION. EXCAVATION SHALL BE DONE BY HAND IN THE

VICINITY OF THIS PIPELINE.

GENERAL SHEET NOTES

SD SD

G G

Clean O ut

BM1

D D

0+50 1+00 2+00

68.53 LF 12" CPP @ 0.58%

I4 R

O U

I5 R

O U

EXST GROUND

ABOVE PIPE

PROPOSED GRADE

0+50 1+00 2+00 2+50

57.13 LF 12" CPP @ 0.62% 64.29 LF 12" CPP @ 0.62%

I2 R

O U

M H

V O

U T=

M H

O U

SD SD

E E E E E E E E

E E

G G

C C

G G G G

HTWS HTWS HTWS

TWS

HTWS HTWS HTWS

S H

HTWS HTWS HTWS

U U

U U UE

Clean Out

D D D

Clean Out

2+00

2+30

E $P

O R

M D

N L

A ,C

A N

D D

A N

D P

R O

CG201

FOR CONSTRUCTION

U D

O R

U M

G . R

-1

-2

C G

dw g

C O

R U

O N

-3

O R

N O

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

-4

6A B

O W

N M

C G

N G

C O

U N

, N

2E R

-1 4-

D -0

D 1:

E C

E W

, T

20' 40'0

N SHEET KEYNOTES

1. CONSTRUCT NEW 4' MANHOLE, SEE DETAIL B1 AND B4 DWG C-502

AND DETAIL F1 DWG C-503.

2. CONNECT TO EXISTING STORM SEWER MANHOLE.

3. CONNECT TO EXISTING STORM SEWER INLET.

4. CONSTRUCT NEW STORM INLET. SEE DETAIL F1 DWG C-503.

A. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEE SHEET C-001.

B. FINISHED SURFACE ELEVATIONS SHALL MATCH EXISTING GRADE ELEVATIONS.

MATCH TOP OF CONCRETE PAVEMENT TO TOP OF EXISTING CONCRETE

PAVEMENT.

C. TOPSOIL AND SEED ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE

NOT PAVED.

D. ROOF DRAINS BETWEEN BUILDING AND INTERCEPTING DRAINS SHALL

BE 4”. THEIR INVERT AT THE BUILDING SHALL BE A MINIMUM OF 6” ABOVE

THE TOP OF FOOTING AND SHALL SLOPE AT A MINIMUM OF 2%. ROOF

DRAINS SHALL JOIN UPPER QUADRANT OF INTERCEPTING DRAIN SO THAT

THERE IS A 45° ANGLE BETWEEN THE CENTERLINE OF THE ROOF DRAIN AND

THE HORIZONTAL LINE THROUGH THE CENTER OF THE INTERCEPTING DRAIN.

E. CONTRACTOR SHALL NOT DISTURB THE P.O.L. PIPELINE DURING

CONSTRUCTION. EXCAVATION SHALL BE DONE BY HAND IN THE VICINITY OF

THIS PIPELINE.

GENERAL SHEET NOTES

E2 STORM A PLAN

SCALE: 1" = 20'

B2 STORM A PROFILE

SCALE: 1" = 20'

E6 STORM C AND STORM D PLAN

SCALE: 1" = 20'

B6 STORM C AND STORM D PROFILE

SCALE: 1" = 20'

20' 40'0

E E E E E E E E E

2+00

3+00

STA 3+00.02 PT

STA 2+60.34 PRC

N 436602.93 E 466229.70

N 436602.33 E 466227.19

N 436590.90 E 466230.45

N 436585.05 E 466227.34

N 436543.55 E 466177.84

N 436547.98 E 466170.30

N 436512.90 E 466175.14

N 436518.77 E 466179.22

2.61'

4' C1

C10

C11

N 436529.10 E 466169.48

N 436529.62 E 466172.82

N 436575.32 E 466236.29

N 436575.62 E 466237.52

12.00'

2+00 2+50 3+00 3+50

2.42%2+

C H

L = 50'

C H

H I 2

+9 3.

EXST GRADE

0.31%

PROPOSED GRADE

CURVE TABLE

LENGTH

7.24'

41.48'

24.29'

10.11'

7.78'

47.74'

20.58'

9.10'

RADIUS

5.00'

62.00'

38.00'

5.50'

62.00'

38.00'

5.00'

DELTA

083°00'56"

038°20'03"

036°37'27"

105°16'22"

081°01'53"

044°07'07"

031°01'32"

104°17'35"

E $P

N G

R O

N D

P R

CG202

FOR CONSTRUCTION

U D

O R

U M

G .R

-1

-2

C G

dw g

C O

R U

O N

-3

O R

N O

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

-4

6A B

O W

N M

C G

N G

C O

U N

, N

2E R

-1 4-

D -0

GRAPHIC SCALE

D 1:

E C

E W

, T

A. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEE SHEET

C-001.

B. FINISHED SURFACE ELEVATIONS SHALL MATCH EXISTING GRADE

ELEVATIONS. MATCH TOP OF CONCRETE PAVEMENT TO TOP OF

EXISTING CONCRETE PAVEMENT.

C. TOPSOIL AND SEED ALL AREAS DISTURBED BY CONSTRUCTION

WHICH ARE NOT PAVED.

D. ROOF DRAINS BETWEEN BUILDING AND INTERCEPTING DRAINS

SHALL BE 4”. THEIR INVERT AT THE BUILDING SHALL BE A

MINIMUM OF 6” ABOVE THE TOP OF FOOTING AND SHALL SLOPE

AT A MINIMUM OF 2%. ROOF DRAINS SHALL JOIN UPPER

QUADRANT OF INTERCEPTING DRAIN SO THAT THERE IS A 45°

ANGLE BETWEEN THE CENTERLINE OF THE ROOF DRAIN AND THE

HORIZONTAL LINE THROUGH THE CENTER OF THE INTERCEPTING

DRAIN.

E. CONTRACTOR SHALL NOT DISTURB THE P.O.L. PIPELINE DURING

CONSTRUCTION. EXCAVATION SHALL BE DONE BY HAND IN THE

VICINITY OF THIS PIPELINE.

GENERAL SHEET NOTES

B2 PARKING ROAD PROFILE

SCALE: 1" = 10'

E2 PARKING ROAD PLAN

SCALE: 1" = 10'

0 10' 20'

1. SEDIMENT BARRIER. USE

ANY OF THE FOLLOWING:

1.1. STRAW BALES

1.2. ROCK SOCKS

1.3. BIOFILTER BAGS

2. FILTER FABRIC

STORM SEWER INLET PROTECTION

NTS

SECTION

5' -0

-6

2' -6

5' -0

PLAN

ELEVATION

6' MAXIMUM

SPACING

NOTES:

A. BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW

FINISHED GRADE.

B. 2"x4" DOUGLAS FIR OR STEEL FENCE POSTS.

C. SECURE FENCE TO POST WITH METAL FASTENERS AND

REINFORCEMENT BETWEEN FASTENER AND FABRIC.

D. COMPACT ALL AREAS OF FILTER FABRIC TRENCH.

1. ANGLE BOTH ENDS OF FILTER

FABRIC FENCE TO ASSURE

SOIL IS TRAPPED

2. INTERLOCKED 2"x4" POSTS

AND ATTACH

3. FILTER FABRIC MATERIAL

4. NEWLY GRADED OR

DISTURBED SLOPE

5. DRAW STRING RUNNING

THROUGH FABRIC ALONG

TOP OF FENCE

6. PROVIDE BASE COURSE

BACKFILL IN TRENCH

7. FILTER FABRIC MATERIAL,

36" WIDE ROLLS

E4 SEDIMENT FENCE

NTS

ADDITIONAL GRAVEL SHALL

BE ADDED PERIODICALLY

TO MAINTAIN PROPER

FUNCTION OF THE PAD.

REMOVE GRAVEL

ENTRANCE AND REPLACE

WITH NEW BASE COURSE

PRIOR TO COMPLETION

OF ACCESS ROAD.

4" M

50' MIN

6" M

EXISTING PAVEMENT

OR APPROVED

ACCESS POINT.

25' R, MIN.

CLEAN PIT RUN OR

2 1/2" MINUS GRAVEL

(OR LARGER IF

REQUIRED).

FREE DRAINING

EXCAVATED MATERIAL.

GEOTEXTILE, IF

SPECIFIED.

NOTES:

E8 STABILIZED CONSTRUCTION ACCESS

NTS

NOTES:

WHEN FENCES AROUND MULTIPLE

TREES WOULD OVERLAP, FENCE

TO BE SET AT PERIMETER OF

TREE STAND, ACCORDING TO

LAYOUT DIRECTIONS ABOVE.

EXSITING TREE, TO

BE PROTECTED

PLASTIC CONSTRUCTION

FENCING W/ STEEL T-POSTS

W/ PLASTIC CAPS, OR

APPROVED SUBSTITUTE.

FENCING W/ STEEL T-POSTS

W/ PLASTIC CAPS, OR

APPROVED SUBSTITUTE.

X X

X = 9" PER 1" OF TREE CAL.

OR 10' FROM TRUNK

WHICHEVER IS GREATER.

ELEVATION

PLAN

B1 TREE PROTECTION DURING CONSTRUCTION

NTS

O R

N O

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

-4

6A B

O W

N M

C G

N G

C O

U N

, N

2E R

-1 4-

D -0

D 1:

E C

E W

, T

E $P

R O

N A

N D

O N

C O

O L

CG501

FOR CONSTRUCTION

U D

O R

U M

G . R

-1

-2

C G

dw g

C O

R U

O N

-3

A --------------------

A ASSEMBLY OCCUPANCY

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFMAN AIR FORCE MANUAL

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AT/FP ANTI TERRORISM FORCE PROTECTION

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B --------------------

B BUSINESS OCCUPANCY

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOOM OPERATOR TRAINER

BTM BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GWB GYPSUM WALL BOARD

GYP BD GYPSUM BOARD

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

M. YARD MECHANICAL YARD (EXTERIOR)

N ---------------------

N NORTH

NA NOT APPLICABLE

NRP NON REMOVABLE PIN

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OCC OCCUPANTS

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

POLYISO POLYISOCYANURATE

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

S STORAGE OCCUPANCY

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SF/P SQUARE FEET PER PERSON

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL SHEET METAL (FLASHING) FLASH

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SLC SOUND TRANSMISSION CLASS

SSMR STANDING SEAM METAL ROOF

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

ADMIN

ADPE

CFP

CHF

CLASS

CMDR

COMM

CONF

CORR

CST

CTR

DESTRUCT

DIR

ELEC

ELEV

FLT

FM-200

INFO

INFRA

JAN

KNOW

LMR

MFD/TECH

MGT

MECH

NCC

NCOIC

NET

OFC

OPS

REC

SEM

SGT

STG

TECH

TER

TLT

TRNG

UDM

UPS

UTM

ADMINISTRATION

AUTOMATED DATA PROCESSING EQUIPMENT

COMMUNICATIONS FOCAL POINT

CHIEF

CLASSIFIED

COMMANDER

COMMUNICATIONS

CONFERENCE

CORRIDOR

CLIENT SYSTEMS TEAM

CENTER

DESTRUCTION

DIRECTOR

ELECTRICAL

ELEVATOR

FLIGHT

FM-200

INFORMATION ASSURANCE

INFORMATION

INFRASTRUCTURE

JANITOR

KNOWLEDGE

LAND MOBILE RADIO

MULTIFUNCTION DEVICE TECHNICIAN

MANAGEMENT

MECHANICAL

NETWORK CONTROL CENTER

NON-COMMISIONED OFFICER IN CHARGE

NETWORK

OFFICE

OPERATIONS

QUALITY ASSURANCE

RECORDS

ROOM

SENIOR ENLISTED MANAGER

SARGEANT

STORAGE

TECHNICIAN

TELECOMMUNICATIONS EQUIPMENT ROOM

TOILET

TELECOMMUNICATIONS ROOM

TRAINING

UNIT DEPLOYMENT MANAGER

UNINTERRUPTIBLE POWER SOURCE

UNIT TRAINING MANAGER

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT COMMON PATH OF TRAVEL

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DN DOWN

DOC DOCUMENT

DoD DEPARTMENT OF DEFENSE

DR DOOR

DS DOWNSPOUT

DWGS DRAWINGS

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

ETL ENGINEERING TECHNICAL LETTER

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FAS FIRE ALARM SYSTEM

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

U --------------------

UFC UNIFIED FACILITY CRITERIA

USD ULTRA SENSITIVE SMOKE DETECTION

W --------------------

WS WEAPONS SYSTEM

WST WS TRAINER

S M

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

T A

S K

O R

D E

R N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

N S

H E

E T

L A

K E

E C

E N

T R

E W

A Y

S U

K N

O X

, T

N E

W Y

O R

K D

F E

D E

R A

L P

A N

E W

Y O

R K

K C

B E

D D

O W

N M

C G

E A

F B

B U

N G

T O

N C

O U

N T

Y , N

E W

J E

R S

E Y

S C

P T

F L-

2E R

-1 4-

D -0

A-001

A U

D R

H E

A R

G . R

C . S

A N

G E

R H

A U

S E

FOR CONSTRUCTION

A R

C H

C T

U R

A L

A B

B R

E V

U E

F O

R C

O N

S T

R U

C T

NUMBERING SYSTEM:

1 / A-210

CONCRETE/ PRECAST CONCRETE

SOIL

SAND, EIFS FINISH COAT, OR CEMENT PLASTER

CMU

STONE

FIBERGLASS SEMI RIGID INSULATION

FIBERGLASS BATT INSULATION

MINERAL WOOL SEMI RIGID INSULATION

EXPANDED POLYSTYRENE RIGID INSULATION

EXTRUDED POLYSTYRENE RIGID INSULATION

POLYISOCYANURATE RIGID INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM SHEATHING

EXTERIOR CEMENT BOARD

COATED GLASS MAT WATER RESISTANT GYP BD

PLYWOOD

COVER BOARD

MATERIALS

GENERAL NOTES

1 HR FIRE

1 HR FIRE/SMOKE WALL

4 HR FIRE

4 HR FIRE/SMOKE WALL

2 HR FIRE

2 HR FIRE/SMOKE WALL

3 HR FIRE

3 HR FIRE/SMOKE WALL

FIRE RATED WALL SYMBOLS:

A. GENERAL CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO

COMMENCEMENT OF EACH PORTION OF THE WORK.

B. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY: WHAT IS REQUIRED BY

ONE IS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL

COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT

DOCUMENTS. NOTIFY THE CONTRACTING OFFICER FOR RESOLUTION OF ALL

DISCREPANCIES PRIOR TO CONSTRUCTION.

C. UNLESS OTHERWISE INDICATED, PLAN DIMENSIONS ARE TO COLUMN GRID ON

CENTERLINES, NOMINAL SURFACE OF MASONRY, FACE OF GYPSUM BOARD

WALLS AND FACE OF CONCRETE WALLS.

D. "FLOOR LINE" REFERS TO TOP OF CONCRETE SLABS. FINISH FLOOR ELEVATION

(FF EL) REFERS TO TOP OF FINISH FLOORING. FINISH FLOORING IS INSTALLED

ABOVE THE FLOOR LINE. FOR DEPRESSED FLOORS AND CURBS, SEE

STRUCTURAL DRAWINGS.

E. REPETITIVE FEATURES ARE NOT DRAWN IN THEIR ENTIRETY AND SHALL BE

COMPLETELY PROVIDED AS IF DRAWN IN FULL.

F. WHERE A DOOR IS LOCATED NEAR CORNER OF ROOM AND IS NOT LOCATED BY

DIMENSION ON PLAN OR DETAILS, DIMENSION SHALL BE 4 INCHES FROM FACE

OF GYPSUM BOARD WALL TO FACE OF ROUGH OPENING OR 8 NCHES FROM

FACE OF CMU WALL TO FACE OF ROUGH OPENING.

G. AT SECURITY, STC RATED AND FIRE RATED WALLS, THE PARTITIONS SHALL BE

SEALED TO UNDERSIDE OF STRUCTURE (INCLUDING FLUTED METAL DECKS) AT

BOTH SIDES WITH ACOUSTIC, FIRE RATED SEALANT, TOP, BOTTOM,

INTERSECTIONS, DOOR FRAMES, GLAZED OPENING FRAMES AND ALL OTHER

PENETRATIONS.

H. LINE OF FINAL GRADES, AS SHOWN ON THE BUILDING ELEVATIONS AND

SECTIONS ARE APPROXIMATE.

I. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS

CONTRACT, OR BY OTHERS.

J. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND

OTHER CATEGORIES OF DRAWINGS FOR ADDITIONAL NOTES.

K. VERIFY SIZE / LOCATION /…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.