ADDENDUM_08072019_-_Drawings.pdf

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1FP501

TOR

FLG

1' - 0"

1FP501

0' - 6"

2' - 10 1/2"

2 3

M

IN

NOTE: SERVICE LATERAL

MINIMUM SIZE IS NOT LESS

THAN 6-IN IN DIAMETER

(UFC 3-600-01, 9-3.3.2)

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

SHEET ID

1 2 6 7

D R

A W

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Y

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US Army Corps of Engineers ®

A N

S I D

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T E

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/F

IE

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L Y

W

D

S -1

-D

-0

L J A

R V

IS

D B

IN

G

A M

A N

M P

O E

1FP501

D L

A Y

O U

D E

T A

IL

S

P

IC

A T

IN

N

Y A

R S

E N

A L

N

J

F

P

RTA SUBMITTAL

N E

W Y

O R

K D

IS

T

R I C

T

F

E D

E R

A L

P L Z

N E

W Y

O R

K N

Y

SCALE: 1/4" = 1'-0"1FP501

FIRE SPRINKLER RISER SECTION1

SCALE: 1/4" = 1'-0"1FP501

BFP AND TEST WALL HYDRANT2

SCALE: 1/4" = 1'-0"1FP501

FDC AND MAIN DRAIN3

M A

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/0 /2

KEYNOTES

1 6" BACKFLOW PREVENTER

2 6" BUTTERFLY VALVE

3 6" WATER FLOW SWITCH

4 2" TEST AND DRAIN

5 BACKFLOW PREVENTER TEST HEADER

6 4" CHECK VALVE

7 BALL DRIP VALVE

8 FIRE DEPARTMENT CONNECTION, 5" STORZ, AND SIGNAGE

INDICATES DOOR NUMBER. REFER TO DOOR SCHEDULE

2A-600.

INDICATES WINDOW TYPES. REFER TO SHEET 2A-520.

INDICATES LOUVER TYPE. REFER TO SHEET 2A-530.

INDICATES WALL TYPE CONSTRUCTION. REFER TO

SHEET 2A-540 FOR WALL TYPES.

INDICATES WALLS THAT MUST BE CONTINUOUS FROM

CONCRETE FLOOR SLAB EXTENDED TO UNDERSIDE OF

DECK ABOVE AND BE SEALED.

A

B

LV

2A-201

2A-201

2A-200

2A-200

2A-300

2A-300

2A-300

2A-300

DETORQUING

FINAL EXPLOSIVE

CLEAN REMOVAL

WATER JET

MACHINING

BAND SAW

A

A

A

A

B

A

A

A

A

A

STORAGE VAULT

INERT ITEMS

STORAGE

MRFDK

DISASSEMBLY

X-RAY

MECHANICAL &

ELECTRICAL

STEAM OUT

A

A

A

A

A

B

A

B

B

C

TELECOM

JAN.

TOILET

2 2

2 2 2 2

C O

R R

ID

O

R

2A-310

2A-310

A

SECURE

STORAGE

2A-400

3 *

A

2A-300

2A-300

EQUIPMENT

ROOM

A

B

A

A 15

5 5 5

SHEET ID

1 2 6 7

D R

A W

N B

Y

D E

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N B

Y

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US Army Corps of Engineers ®

A N

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M U

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IS

A

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IT

Y

J U

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-1 -D

-0

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M S

IE

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2A-111

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IC

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Y A

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A L N

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A

A -1

RTA SUBMITTAL

04'8' 16' 24'8'

GRAPHIC SCALE: ⅛" = 1'-0"

LEGEND

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

NOTE PLAN

FLOOR PLAN TAG NOTES

1 PRE-FINISHED METAL DOWNSPOUT, REFER TO

ELEVATIONS.

2 CAST IRON BOOT. REFER TO CIVIL.

3 6" DIAMETER 4'-0" TALL CONCRETE FILLED PIPE

BOLLARD.

4 OVERHEAD COILING DOOR: 10'-0" W X 12'-0" H.

5 SURFACE MOUNTED FIRE EXTINGUISHER BRACKET.

MOUNT AT 42" A.F.F.

6 KNOX BOX TO BE PROVIDED AND INSTALLED BY THE

CONTRACTOR. CONTRACTOR TO COORDINATE

REQUIREMENTS WITH THE FIRE DEPARTMENT.

7 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS.

8 ABA COMPLIANT HI-LOW ELECTRIC WATER COOLER,

REFER TO DETAIL 1/2A-580 AND PLUMBING DRAWINGS.

9 METAL LADDER. REFER TO DETAILS 1/2A-581 AND

2/2A-581.

10 TRENCH. REFER TO STRUCTURAL DRAWINGS.

11 CANOPY ABOVE. REFER TO SHEET 2A-580.

12 PINK WATER TANK AND PIT. REFER TO MECHANICAL

AND STRUCTURAL.

13 METAL RAILING. REFER TO DETAILS 3/2A-581 AND

4/2A-581.

14 EYEWASH. REFER TO PLUMBING.

15 TWO HOLES AT CONCRETE WALL SHALL BE PROVIDED

FOR INSTRUMENT MANIPULATION DEVICES. 1 1/2"

DIAMETER HOLES SHALL BE 3'-0" A.F.F. AND 2'-0"APART

(CENTERED ON WINDOW).

M A

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CAST IN PLACE CONCRETE WALL

WITH RIGID INSULATION (MIN R-13).

REFER TO STRUCTURAL FOR

REINFORCEMENT.

SEALANT, CONTINUOUS

HOLLOW METAL FRAME,

GROUT SOLID WITH

MORTAR2" 8 3/4"

4" 3" 7"

1' - 2"

CAST IN PLACE CONCRETE WALL

WITH RIGID INSULATION (MIN

R-13). REFER TO STRUCTURAL

FOR REINFORCEMENT.

HOLLOW METAL FRAME,

GROUT SOLID WITH

MORTAR

SEALANT, CONTINUOUS

/4

2"

12" THICK CAST IN

PLACE CONCRETE WALL

SEALANT, CONTINUOUS

HOLLOW METAL FRAME,

GROUT SOLID WITH

MORTAR

EQ 8 3/4" EQ

1' - 0"

12" THICK CAST IN

PLACE CONCRETE

WALL

HOLLOW METAL FRAME,

GROUT SOLID WITH

MORTAR

SEALANT, CONTINUOUS

E Q

/4

E Q

2"

CAST IN PLACE CONCRETE WALL

WITH RIGID INSULATION (MIN R-13).

REFER TO STRUCTURAL FOR

REINFORCEMENT.

COILING DOOR HOOD

WEATHER SEAL

2-1/2" ANGLED BRUSH

WEATHER STRIPPING AT

JOINTS. TYPICAL AT HEAD

AND JAMB

PRE-FINISHED

OVERHEAD COILING DOOR

OVERHEAD COILING DOOR

GUIDE

CONCRETE LINTEL,

REFER TO STRUCTURAL

4" 3" 7"

1' - 2"

OVERHEAD COILING

DOOR GUIDE

PRE-FINISHED OVERHEAD

COILING DOOR

2-1/2" ANGLED BRUSH

WEATHER STRIPPING AT

JOINTS. TYPICAL AT HEAD

AND JAMB

CAST IN PLACE CONCRETE WALL

WITH RIGID INSULATION (MIN

R-13). REFER TO STRUCTURAL

FOR REINFORCEMENT.

PRE-FINISHED OVERHEAD

COILING DOOR

OVERHEAD COILING DOOR

GUIDE

CONCRETE SLAB ON GRADE

WITH VAPOR BARRIER AND

CAPILLARY WATER BARRIER

REFER TO STRUCTURAL

DRAWINGS

UNDERSLAB RIGID

INSULATION (R-20, 48" WIDE).

CONCRETE

FOUNDATION,

REFER TO

STRUCTURAL

1' - 2"

CAST IN PLACE CONCRETE WALL

WITH RIGID INSULATION (MIN

R-13). REFER TO STRUCTURAL

FOR REINFORCEMENT.

5"

/2

1 3/4"

ONE PIECE ALUMINUM

THRESHOLD

DOOR

FINISH FLOOR

5"

/2

/8

/8

/2

/2

/2

/8

THRESHOLD

FINISH FLOOR

3 1/4" THICK

STEEL VAULT

DOOR

3 1/4" THICK STEEL

VAULT DOOR

12" CONCRETE

WALL. REFER TO

STRUCTURAL

DRAWINGS

O P

E N

IN

G

P E

R M

F R

3 1/4" THICK STEEL

VAULT DOOR

3 1/4" THICK STEEL

VAULT DOOR

12" CAST CONCRETE

(SEE STRUCTURAL)

12" CAST CONCRETE

(SEE STRUCTURAL)

SHEET ID

1 2 6 7

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US Army Corps of Engineers ®

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-0

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2A-501

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A -5

RTA SUBMITTAL

SCALE: 1 1/2" = 1'-0"2A-501

HEAD DETAIL1

SCALE: 1 1/2" = 1'-0"2A-501

JAMB DETAIL2

SCALE: 1 1/2" = 1'-0"2A-501

HEAD DETAIL3

SCALE: 1 1/2" = 1'-0"2A-501

JAMB DETAIL4

SCALE: 1 1/2" = 1'-0"2A-501

HEAD DETAIL5

SCALE: 1 1/2" = 1'-0"2A-501

JAMB DETAIL6

SCALE: 1 1/2" = 1'-0"2A-501

SILL DETAIL7

SCALE: NTS2A-501

THRESHOLD DETAIL8

GRAPHIC SCALE: = 1'-0"

1' 0 1' 2'

6"

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SCALE: 1 1/2" = 1'-0"2A-501

VAULT DOOR HEAD AND SILL DETAIL9

SCALE: 1 1/2" = 1'-0"2A-501

VAULT DOOR JAMB DETAIL10

HM HOLLOW METAL

INSUL HM INSULATED HOLLOW METAL

EXT EXTERIOR

STL STEEL

1. ALL EXTERIOR DOORS SHALL BE INSULATED.

2. PREP DOOR AND FRAMES TO CONCEAL WIRING

WHERE REQUIRED REFER TO ELECTRICAL DRAWINGS.

3. TRANSITION STRIPS SHALL BE USED WHEN FLOOR

MATERIAL CHANGES AT FLOOR AND NO THRESHOLDS

IS SCHEDULED WITH THE HARDWARE SET.

TRANSITION STRIPS SHALL CENTER UNDER THE

DOOR.

SHEET ID

1 2 6 7

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US Army Corps of Engineers ®

A N

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2A-600

N E

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A -6

RTA SUBMITTAL

DOOR SCHEDULE

DOOR OPENING DOOR FRAME DETAIL

REMARKS

KEY

SIDE

HARDWARE

SETDOOR NUMBER WIDTH HEIGHT LABEL TYPE MATERIAL THICKNESS TYPE MATERIAL HEAD JAMB THRESHOLD DOOR NUMBER

100 A 10' - 0" 12' - 0" D STL 1" STL 5/2A-501 6/2A-501 7/2A-501 EXT B2-01 100 A

100 B 3' - 0" 7' - 0" A INSUL HM 1 3/4" 1 HM 1/2A-501 2/2A-501 8/2A-501 EXT B2-02 100 B

100 C 3' - 0" 7' - 0" A INSUL HM 1 3/4" 1 HM 1/2A-501 2/2A-501 8/2A-501 EXT B2-02 100 C

101 A 6' - 0" 7' - 0" B INSUL HM 1 3/4" 2 HM 1/2A-501 2/2A-501 8/2A-501 EXT B2-03 101 A

102 A 3' - 0" 7' - 0" A INSUL HM 1 3/4" 1 HM 1/2A-501 2/2A-501 8/2A-501 EXT B2-04 102 A

103 A 3' - 0" 7' - 0" A INSUL HM 1 3/4" 1 HM 1/2A-501 2/2A-501 8/2A-501 EXT B2-04 103 A

104 A 3' - 0" 7' - 0" A INSUL HM 1 3/4" 1 HM 1/2A-501 2/2A-501 8/2A-501 EXT B2-04 104 A

105 A 3' - 0" 7' - 0" A INSUL HM 1 3/4" 1 HM 1/2A-501 2/2A-501 8/2A-501 EXT B2-04 105 A

106 A 3' - 0" 7' - 0" A INSUL HM 1 3/4" 1 HM 1/2A-501 2/2A-501 8/2A-501 EXT B2-04 106 A

107 A 4' - 0" 7' - 0" --- STL 3 1/4" --- STL 9/2A-501 10/2A-501 9/2A-501 GSA CLASS 5 VAULT DOOR 114 B2-05 107 A

108 A 4' - 0" 8' - 0" C INSUL HM 1 3/4" 3 HM 1/2A-501 2/2A-501 8/2A-501 EXT B2-04 108 A

108 B 3' - 0" 7' - 0" A HM 1 3/4" 1 HM 3/2A-501 4/2A-501 114 B2-06 108 B

109 A 4' - 0" 7' - 0" A INSUL HM 1 3/4" 1 HM 1/2A-501 2/2A-501 8/2A-501 EXT B2-04 109 A

109 B 3' - 0" 7' - 0" A HM 1 3/4" 1 HM 3/2A-501 4/2A-501 100 B2-06 109 B

110 A 4' - 0" 7' - 0" C INSUL HM 1 3/4" 3 HM 1/2A-501 2/2A-501 8/2A-501 EXT B2-04 110 A

110 B 3' - 0" 7' - 0" A HM 1 3/4" 1 HM 3/2A-501 4/2A-501 100 B2-06 110 B

111 A 3' - 0" 7' - 0" A INSUL HM 1 3/4" 1 HM 1/2A-501 2/2A-501 8/2A-501 EXT B2-07 111 A

112 A 3' - 0" 7' - 0" A HM 1 3/4" 1 HM 3/2A-501 4/2A-501 100 B2-08 112 A

113 A 3' - 0" 7' - 0" A HM 1 3/4" 1 HM 3/2A-501 4/2A-501 100 B2-09 113 A

114 A 3' - 0" 7' - 0" A INSUL HM 1 3/4" 1 HM 1/2A-501 2/2A-501 8/2A-501 EXT B2-02 114 A

115 A 3' - 0" 7' - 0" A HM 1 3/4" 1 HM 3/2A-501 4/2A-501 102 B2-08 115 A

116 A 3' - 6" 7' - 0" E INSUL HM 1 3/4" 4 HM 1/2A-501 2/2A-501 8/2A-501 EXT B2-07 116 A

116 B 3' - 6" 7' - 0" E INSUL HM 1 3/4" 4 HM 1/2A-501 2/2A-501 8/2A-501 EXT B2-07 116 B

LEGEND

GENERAL NOTES

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D D

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/0

/2

FIN. FLR.

100' - 0"

T.O. WALL

110' - 0"

T.O.F.

97' - 0"

JOIST BEARING

114' - 0"

2FP501

2FP501

TOR

FLG

FIN. FLR.

100' - 0"

T.O. WALL

110' - 0"

T.O.F.

97' - 0"

JOIST BEARING

114' - 0"

2FP501

2FP501

1"-0"

M

IN

NOTE: SERVICE LATERAL MINIMUM

SIZE IS NOT LESS THAN 6-IN IN

DIAMETER (UFC 3-600-01, 9-3.3.2)

FIN. FLR.

100' - 0"

T.O. WALL

110' - 0"

T.O.F.

97' - 0"

JOIST BEARING

114' - 0"

M

IN

.0' - 6"

FIN. FLR.

100' - 0"

T.O. WALL

110' - 0"

T.O.F.

97' - 0"

JOIST BEARING

114' - 0"

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

SHEET ID

1 2 6 7

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C O

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C T

N O

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L

IC

IT

A

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O

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A R

M Y

C O

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S O

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IN

E

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S

C H

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K E

D B

Y

US Army Corps of Engineers ®

A N

S I D

F

A

C A

T E

G O

R Y

C O

D E

3 4 5 8 9 10

G

E

D

C

B

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IT

Y

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N

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A

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B L Y

F A

C

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IT

Y

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L Y

W

D

S -1

-D

-0

L J A

R V

IS

T T

A Y

L O

R

M P

O E

2FP501

D L

A Y

O U

D E

T A

IL

S

P

IC

A T

IN

N

Y A

R S

E N

A L

N

J

F

P

RTA SUBMITTAL

N E

W Y

O R

K D

IS

T

R I C

T

F

E D

E R

A L

P L Z

N E

W Y

O R

K N

Y

SCALE: 1/4" = 1'-0"2FP501

FIRE SPRINKLER RISER SECTION1

SCALE: 1/4" = 1'-0"2FP501

BFP AND TEST WALL HYDRANT2

SCALE: 1/4" = 1'-0"2FP501

FDC AND MAIN DRAIN3

M A

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IP

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A

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/0 /2

KEYNOTES

1 BACKFLOW PREVENTER

2 BUTTERFLY VALVE, SYSTEM CONTROL VAVLE

3 CHECK VALVE

4 WATER FLOW SWITCH

5 2" TEST AND DRAIN

6 6" BUTTERFLY VALVE, BFP TEST CONTROL VAVLE

7 BACKFLOW PREVENTER TEST HEADER

8 TO FIRE DEPARTMENT CONNECTION, 5" STORZ

9 4" CHECK VALVE

10 TO OVERHEAD FIRE SPRINKLER SYSTEM

11 TO UHSD SYSTEMS

SCALE: 1/4" = 1'-0"2FP501

TYPICAL BUILDING CROSS SECTION4

2S-201

2S-201

2S-201

2S-201

2S-202

155' - 0"

116' - 5 3/4"

3' - 4 1/2" 2' - 1 3/4"

15' - 0"

9 3/4"

4' - 4 1/4" 12' - 10"

/4

/2

/2

/2

/4

/4

/2

/2

/2

/2

/2

/2

/2

/2

/2

/4

A

2S-302

B

2S-302

C

2S-302

D

2S-302

1 2 3 4 5 6

A

A

2S-302

A

2S-302

A

2S-302

B

2S-302

B

2S-302

26' - 6" 20' - 0" 26' - 0" 15' - 0" 26' - 0" 23' - 0" 18' - 6"

11' - 4" 3' - 4"

1' - 8"

3' - 4" 12' - 2" 6' - 0" 8' - 0" 9' - 0" 6' - 0" 11' - 0" 4' - 0" 6' - 0" 5' - 0" 9' - 6" 6' - 0" 10' - 6" 7' - 0" 6' - 0" 2' - 0" 8' - 0"

10' - 3 3/4" 6' - 4 1/2" 18' - 1 1/2"

3' - 4 1/2"

19' - 7 1/2"

3' - 4 1/2"

17' - 1 1/2"

3' - 4 1/2"

17' - 1 1/2"

3' - 4 1/2"

21' - 7 1/2"

3' - 4 1/2"

4' - 7 1/2"

3' - 4 1/2"

19' - 9 3/4"

11' - 8" 5' - 0" 9' - 4"

2S-202EL = 94' - 3"

TO SLAB

E

2S-302

N 766,704.31 E 477,580.16

N 766,674.93 E 477,632.47

CONT. FOOTING (TYP)

A

2S-303

6' - 2"

10" 3' - 4" 1' - 10"

FDN DRAIN,

REFER TO

CIVIL

SHEET ID

1 2 6 7

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

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E

IS

S

U E

D A

T E

C O

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C T

N O

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L

IC

IT

A

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IO

N N

O

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A R

M Y

C O

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S O

F E

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IN

E

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S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

A N

S I D

F

A

C A

T E

G O

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C O

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3 4 5 8 9 10

G

E

D

C

B

E X

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IV

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D

IS

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IL

IT

Y

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IT

IO

N

S D

IS

A

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F A

C

IL

IT

Y

J U

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W

D S

-1 -D

-0

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R

M P

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2S-110

D D

IC

K

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IO

N P

L A

N

P

IC

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IN

N

Y A

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E N

A L N

J

S

-1

RTA SUBMITTAL

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K D

IS

T

R

IC

T

F

E D

E R

A L

P L

Z N

E W

Y O

R K

N

Y

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

FOUNDATION PLAN

04'8' 16' 24'8'

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

GENERAL NOTES

1. REFER TO 2S-001 FOR GENERAL NOTES.

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2S-201

2S-201

2S-201

2S-201

2S-202

A

2S-302

B

2S-302

C

2S-302

D

2S-302

1 2 3 4 5 6

A

F

2S-302

5" CONC. SLAB w/

#3@12" OC, EW ON

VAPOR RETARDER

ON 6" CAPILLARY

WATER BARRIER

FF EL 100'-0" =

SITE EL = 849.0'

A

2S-302

A

2S-302

A

2S-302

B

2S-302

B

2S-302

C J

C J

C J

C O

N S

T J

T

C J

C J

C J

C J

C J

CJ

CJCJCJCJ

CJ

CJ

26' - 6" 20' - 0" 26' - 0" 15' - 0" 26' - 0" 23' - 0" 18' - 6"

/4

/2

/2

/2

/4

11' - 4" 3' - 4"

1' - 8"

3' - 4" 12' - 2" 6' - 0" 8' - 0" 9' - 0" 6' - 0" 11' - 0" 4' - 0" 6' - 0" 5' - 0" 9' - 6" 6' - 0" 10' - 6" 7' - 0" 6' - 0"

2' - 0"

8' - 0"

116' - 5 3/4" 3' - 4 1/2"

2' - 1 3/4"

15' - 0" 18' - 0"

/4

/2

/2

/2

/2

/2

/2

/2

/2

/2

/4

" 1

10' - 3 3/4" 6' - 4 1/2" 18' - 1 1/2"

3' - 4 1/2"

19' - 7 1/2"

3' - 4 1/2"

17' - 1 1/2"

3' - 4 1/2"

17' - 1 1/2"

3' - 4 1/2"

21' - 7 1/2"

3' - 4 1/2"

4' - 7 1/2" 3' - 4 1/2"

19' - 9 3/4"

11' - 2" 5' - 0" 8' - 8"

3' - 8" 3

CJ

CJ

CJ

2S-202

C J

E

2S-302

5' - 11 1/2"

/2

TRENCH CL

1 TYP

N 766,704.31 E 477,580.16

N 766,674.93 E 477,632.47

A

2S-303

CJ

10" 3' - 4" 1' - 10"

SHEET ID

1 2 6 7

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

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

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

A N

S I D

F

A

C A

T E

G O

R Y

C O

D E

3 4 5 8 9 10

G

E

D

C

B

E X

P L

O S

IV

E

O R

D N

A N

C E

D

IS

P O

S A

L

E O

D

T E

C H

N O

L O

G Y

F A

C

IL

IT

Y

M U

N

IT

IO

N

S D

IS

A

S S

E M

B L Y

F A

C

IL

IT

Y

J U

L Y

W

D S

-1 -D

-0

W F

O Y

B R

E N

N E

R

M P

O E

2S-111

D D

IC

K

E Y

F L O

O R

S L A

B P

L A

N

P

IC

A T

IN

N

Y A

R S

E N

A L N

J

S

-1

RTA SUBMITTAL

N E

W Y

O R

K D

IS

T

R

IC

T

F

E D

E R

A L

P L

Z N

E W

Y O

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N

Y

M A

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D E

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IP

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A d d e n d u m

/0 /2

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

FLOOR SLAB PLAN

04'8' 16' 24'8'

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

GENERAL NOTES

1. REFER TO 2S-001 FOR GENERAL NOTES.

SHEET NOTES

1. FLOOR DRAIN; SEE DETAIL ON SHEET

2S-301 AND PLUMBING DRAWINGS FOR

SIZE AND LOCATION

2. TRENCH DRAIN; REFER TO PLUMBING

DRAWINGS FOR PREFABRICATED

TRENCH DETAILS.

X

STATE_PLANE

B U

I L D

I N

G

D

E M

O L

I T

I O

N

L O

C A

T I O

N S

J U

L Y

P E

O D

C

D d w g

CD001

W D

S D

X

J

L O

C K

M

S

O U

T H

M

M

A Y

E R

M

P

O E

A N

S I

D

RTA SUBMITTAL

P I C

A T

I N

N

A

R S

E N

A L

N

E W

J

R S

E Y

E X

P L O

S I V

E

O

R D

N A

N C

E

D

I S

P O

S A

L

E

O D

T E

C H

N O

L O

G

F

C

I L I T

Y

F Y

P

N

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

O R

K

U S

A

R M

Y

C

O R

P S

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C T

US Army Corps of Engineers

C A

T E

G O

D

E

D E

S C

R I P

T I O

N

P P r o j e c t s

C

A D

B

I M

S h e e t s C i v i l P

E O

D C

D d w g u g p m

N

BUILDING DEMOLITION LOCATIONS

NOT TO SCALE

GENERAL NOTES

1.

2.

THE FOLLOWING BUILDINGS ARE TO BE

DEMOLISHED IN BASE BID.

BLDG. 1354A

BLDG. 1357A

BLDG. 1359A

BLDG. 1372

BLDG. B36 (HISTORICAL FOUNDATION)

THE FOLLOWING BUILDINGS ARE TO BE

DEMOLISHED IN OPTION 1.

BLDG. 1502

BLDG. 1503

BLDG. 1505D

BLDG. 1514

1354A

1359A

1357A

1505 D

CD003

CD002

3.

4.

5.

THE FOLLOWING BUILDINGS ARE TO BE

DEMOLISHED IN OPTION 2.

BLDG. 1501

BLDG. 1515

ALL BUILDINGS TO BE DEMOLISHED DOWN TO THE

SLAB. CUT AND CAP ALL UTILITY LINES TO 5'.

DEMOLITION DEBRIS TO BE DISPOSED OF OFF

GOVERNMENT PROPERTY IN ACCORDANCE WITH

FEDERAL, STATE AND LOCAL REQUIREMENTS.

SOME EXISTING BUILDINGS TO BE DEMOLISHED

CONTAIN ASBESTOS. REFER TO SPECIFICATION

SECTION 02 82 00.

6.

7.

8.

CONTRACTOR SHALL REPAIR/REPLACE ANY

PAVEMENT OR STRUCTURES OUTSIDE THE

EXISTING BUILDING FOOTPRINTS DAMAGED

DURING DEMOLITION OPERATIONS.

REFER TO SHEETS CD004 THRU CD007 FOR

PHASES OF EXISTING BUILDINGS.

THE CORNERS OF B36 SHALL REMAIN IN PLACE

AS HISTORICAL MARKER.

B36

A D

D E

N D

U M

AutoCAD SHX Text

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SHELL BURAIL AREA

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TENNIS COURT

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RESERVATION BOUNDARY

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BUS SHELTER

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SHELTER

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FLAG POLE

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FLAG POLE 3318

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BASKET BALL COURT 116

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3249 SEWER LIFT STA.

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WOODEN SHED

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HIGH FREQUENCY ELECTRIC ANTENNA INSULATED

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BALL FIELD #4 3226

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STORAGE TANK CAP 400,000 GAL BOTTOM OF TANK EL. 100.75 OVERFLOW EL. 1039.48

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100' 50' 0 100' 200' 300'

GRAPHIC SCALE: 1" = 100'

1. REFER TO SHEET CG101 FOR GRADE AND DRAIN

GENERAL NOTES.

GENERAL NOTES

LEGEND

CB-1

CONSTRUCTION LIMITS

CATCH BASIN, NJDOT TYPE A.

PROPOSED CONTOUR

EXISTING CONTOUR830

SPOT ELEVATION

19.00

REINFORCED CONCRETE PIPE

CONCRETE HEADWALL. REFER TO

DETAIL 2, SHEET CG501.

CP

HW-1

FOUNDATION DRAIN. REFER TO

DETAIL 2, SHEET CG501.

FD

N

CP

ROOF DRAIN. REFER TO DETAIL 2,

SHEET CG502.

RD

CG110

CG111 CG112

1.

2.

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9.

THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL

UTILITIES PRIOR TO CONSTRUCTION.

ALL SELECT GRANULAR MATERIAL MUST BE BROUGHT

FROM OFF-POST SOURCES AT NO ADDITIONAL COST TO

THE GOVERNMENT.

REFER TO CS101 FOR CONSTRUCTION LIMITS.

REFER TO SPECIFICATION SECTION 31 00 00

EARTHWORK FOR EARTHWORK AND COMPACTION

REQUIREMENTS.

ALL DISTURBED AREAS TO BE SEEDED IN ACCORDANCE

WITH SPECIFICATION SECTION 32 92 19 SEEDING.

NO EXCAVATED MATERIAL SHALL LEAVE THE SITE. ALL

SPOILS TO BE PLACED AND COMPACTED ON-SITE. FINAL

STABILIZATION SHALL INCLUDE 5" OF TOPSOIL OVER 6"

OF LOOSENED NATIVE SOIL AND SEEDED IN

ACCORDANCE WITH SPECIFICATIONS AND MORRIS

COUNTY SOIL CONSERVATION DISTRICT REQUIREMENTS.

ALL ROCK EXCAVATED SHALL BE CRUSHED TO BE USED

AS FILL MATERIAL IN ACCORDANCE WITH SPECIFICATION

SECTION 31 00 00 EARTHWORK.

PROVIDE SELECT GRANULAR MATERIAL WITHIN THE

BUILDING FOOTPRINT EXTENDING TO A DEPTH OF 3 FEET

BELOW BOTTOM OF THE SLAB AND FOOTING. REFER TO

SPECIFICATION 31 00 00 EARTHWORK.

ALL WORK AT PICATINNY ARSENAL MUST UTILIZE UXO

CONSTRUCTION SUPPORT TO SEARCH FOR MUNITIONS

AND EXPLOSIVE OF CONCERN (MEC). THE CONTRACTOR

SHALL COORDINATE WITH THE UXO-QUALIFIED

CONSTRUCTION SUPPORT TEAM TO INSPECT THE SITE IN

2 FOOT DEPTH INCREMENTS.

GENERAL NOTES

A D

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AutoCAD SHX Text #B3-38

AutoCAD SHX Text U/P

AutoCAD SHX Text #B3-53

AutoCAD SHX Text U/P

AutoCAD SHX Text #B3-56

AutoCAD SHX Text U/P

AutoCAD SHX Text #B3-57

AutoCAD SHX Text U/P

AutoCAD SHX Text #B3-58

AutoCAD SHX Text

HYDRANT

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HYDRANT

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HYDRANT

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HYDRANT

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HYDRANT

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WV

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36" RCP

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36" X 58" CMP

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INV=827.44

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AutoCAD SHX Text

INV=827.56

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HYDRANT

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MON. WELL

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MON. WELL

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GUY POLE

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GUY POLE

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HYDRANT

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HYDRANT

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CLEAN-OUTS

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HYDRANT

AutoCAD SHX Text 24"

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GATE

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WV

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WV

AutoCAD SHX Text 18"

AutoCAD SHX Text 15"

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GUIDE RAIL

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GATE

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6' CHAIN-LINK FENCE

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6' CHAIN-LINK FENCE

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6' CHAIN-LINK FENCE

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6' CHAIN-LINK FENCE

AutoCAD SHX Text 12"

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AutoCAD SHX Text 15"

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WV

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WV

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WALL REMAINS

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WALL REMAINS

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WALL REMAINS

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AutoCAD SHX Text U/P

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WALL/REMAINS

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APPROX. LOC. U.G. COMMUNICATION LINE

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PER UTILITY MARKOUT IN FIELD

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8" PVC

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8" PVC

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8" PVC

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8" PVC

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AutoCAD SHX Text A

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AutoCAD SHX Text F O R D A V E N U E

AutoCAD SHX Text U P P E R X. H. E. R O A D

AutoCAD SHX Text F O R D A V E N U E

AutoCAD SHX Text N. G. R O A D

AutoCAD SHX Text N. G. R O A D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text U P P E R X. H. E. R O A D

AutoCAD SHX Text N. G. R O A D

AutoCAD SHX Text

APPROX. LOC. U.G. WATER LINE PER UTILITY MARKOUT IN FIELD

AutoCAD SHX Text

APPROX. LOC. U.G. WATER LINE PER UTILITY MARKOUT IN FIELD

AutoCAD SHX Text

APPROX. LOC. U.G. GAS LINE PER UTILITY MARKOUT IN FIELD

AutoCAD SHX Text

SAN. M.H. RIM=868.20 RIM=863.00 BOT=860.70

AutoCAD SHX Text

INLET GRT=873.23 INV=870.28

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NO ACCESS NO M.H. FOUND PRIOR PLANS LOCATION APPROX. PER

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36" RCP

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