02_SITE_B.pdf

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Explosive Ordnance Disposal Technical Facility, Picatinny Arsenal, New Jersey
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W912DS19R0021
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Drawings 02_SITE B

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100' 50' 0 100' 200' 300'

GRAPHIC SCALE: 1" = 100'

1.

2.

3.

4.

5.

6.

7.

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10.

11.

12.

13.

FULL-DEPTH SAW CUT ALL EXISTING PAVEMENT TO BE

REMOVED.

CONTRACTOR TO VERIFY ALL EXISTING STRUCTURES,

UTILITIES, PAVING AND GRADING BEFORE COMMENCING

WORK. ANY DEVIATION FROM WHAT IS SHOWN AND

WHAT IS ENCOUNTERED ON SITE WOULD NOT BE

CONSIDERED A BASIS FOR A CHANGE IN DESIGN EXCEPT

UPON PRIOR APPROVAL FROM THE CONTRACTING

OFFICER. IF ANY DISCREPANCIES EXIST THE

CONTRACTOR SHALL NOTIFY THE GOVERNMENT

IMMEDIATELY.

CONTRACTOR SHALL REMOVE TREES AND BRUSH AS

NECESSARY FOR THE CONSTRUCTION AND A MINIMUM

OF 50' FROM NEW BUILDINGS.

ALL TREE AND STUMP REMOVAL SHALL OCCUR

BETWEEN NOVEMBER 16TH AND MARCH 31ST.

SALVAGEABLE HARDWOOD LIMBS OR LOGS BETWEEN 6"

DIAMETER SMALL END AND A MAXIMUM 25" DIAMETER

LARGE END SHOULD BE DEPOSITED IN THE PICATINNY

TIMBER STORAGE SITE.

NO HUNTING ACCESS WITHIN CONSTRUCTION LIMITS.

CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL

CONSTRUCTION WASTE OFF GOVERNMENT PROPERTY

IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL

REGULATIONS. ALL EXCAVATED MATERIAL IS TO BE

REMAIN ON-SITE.

ALL CONSTRUCTION ACTIVITY ON N.G. ROAD SHALL BE

COORDINATED BOTH THE FIRE CONTROL SYSTEMS AND

TECHNOLOGY DIRECTORATE TO PREVENT TRAINING

IMPACTS AND WITH THE CULTURAL RESOURCE

MANAGER TO ENSURE ACCESS TO CEMETERY.

REFER TO CS101 FOR CONSTRUCTION LIMITS

COORDINATES.

CONTRACTOR SHALL HIRE A NEW JERSEY LICENSED

WELL DRILLER TO DECOMMISSION THE WELLS IN

COMPLIANCE WITH THE NEW JERSEY REGULATIONS.

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.

BACKFILL VOIDS LEFT BY DEMOLITION TO ADJACENT

GRADES IN ACCORDANCE WITH SPECIFICATION SECTION

31 00 00 EARTHWORK.

CONTRACTOR SHALL REMOVE ALL EXISTING UTILITIES

IMPACTED BY PROPOSED CONSTRUCTION. CAP ALL

EXISTING UTILITIES AT LIMITS OF REMOVAL.

GENERAL NOTES

LEGEND

EXISTING BITUMINOUS PAVEMENT

TO BE REMOVED.

EXISTING CONCRETE PAVEMENT

TO BE REMOVED.

WETLAND DELINEATION

LIMITS OF CLEARING AND

GRUBBING

LARGE TREES

TREE LINE

CONSTRUCTION LIMITS

N

CD110

CD111 CD112

APPROXIMATE

CEMETARY

LOCATION

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ASPHALT PAVEMENT

AutoCAD SHX Text 18"

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AutoCAD SHX Text

(3) 18"

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TREES

AutoCAD SHX Text 15"

AutoCAD SHX Text 12"

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AutoCAD SHX Text

(4) 12"

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(2) 12"

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AutoCAD SHX Text U/P

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AutoCAD SHX Text 12"

AutoCAD SHX Text 15"

AutoCAD SHX Text

GATE

AutoCAD SHX Text

6' CHAIN-LINK FENCE

AutoCAD SHX Text

6' CHAIN-LINK FENCE

AutoCAD SHX Text 30"

AutoCAD SHX Text 12"

AutoCAD SHX Text U/P

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

AutoCAD SHX Text

WV

AutoCAD SHX Text

36" RCP

AutoCAD SHX Text

36" RCP

AutoCAD SHX Text

36" X 58" CMP

AutoCAD SHX Text

INV=827.44

AutoCAD SHX Text

AutoCAD SHX Text

INV=827.56

AutoCAD SHX Text

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

MON. WELL

AutoCAD SHX Text

MON. WELL

AutoCAD SHX Text U/P

AutoCAD SHX Text U/P

AutoCAD SHX Text #B3-120

AutoCAD SHX Text

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

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8' CHAIN-

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LINK FENCE

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CLEAN-OUT

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HYDRANT

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WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

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WV

AutoCAD SHX Text 24"

AutoCAD SHX Text

WV

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GATE

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text 18"

AutoCAD SHX Text 15"

AutoCAD SHX Text

GUIDE RAIL

AutoCAD SHX Text

CLEAN-OUTS

AutoCAD SHX Text

GUIDE RAIL

AutoCAD SHX Text

GATE

AutoCAD SHX Text

6' CHAIN-LINK FENCE

AutoCAD SHX Text

6' CHAIN-LINK FENCE

AutoCAD SHX Text

6' CHAIN-LINK FENCE

AutoCAD SHX Text

6' CHAIN-LINK FENCE

AutoCAD SHX Text 12"

AutoCAD SHX Text U/P

AutoCAD SHX Text 15"

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

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HYDRANT

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WV

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WALL REMAINS

AutoCAD SHX Text

WALL REMAINS

AutoCAD SHX Text

WALL REMAINS

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AutoCAD SHX Text

AutoCAD SHX Text U/P

AutoCAD SHX Text

WALL/REMAINS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

APPROX. LOC. U.G. COMMUNICATION LINE

AutoCAD SHX Text

PER UTILITY MARKOUT IN FIELD

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

36" RCP

AutoCAD SHX Text

INV=819.74

AutoCAD SHX Text

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

36" RCP

AutoCAD SHX Text

GUIDE RAIL

AutoCAD SHX Text 12"

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AutoCAD SHX Text

SAN. M.H. RIM=857.97 INV A=849.02 INV B=851.27

AutoCAD SHX Text

SAN. M.H. RIM=851.39 INV A=845.89 INV B=845.94

AutoCAD SHX Text

SAN. M.H. RIM=851.84 INV=842.69

AutoCAD SHX Text

NO M.H. FOUND

AutoCAD SHX Text

BOLLARDS W/GATE BUTTON

AutoCAD SHX Text

BOLLARDS W/GATE BUTTON

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

TOP WALL = 830.47

AutoCAD SHX Text

TOP WALL = 830.25

AutoCAD SHX Text

TOP WALL = 845.23

AutoCAD SHX Text

TOP WALL = 830.37

AutoCAD SHX Text

TOP WALL = 845.63

AutoCAD SHX Text

TOP WALL = 845.17

AutoCAD SHX Text

TOP WALL =838.54

AutoCAD SHX Text

TOP WALL =839.25

AutoCAD SHX Text

TOP WALL =852.48

AutoCAD SHX Text

TOP WALL =852.53

AutoCAD SHX Text

TOP WALL =852.50

AutoCAD SHX Text

MON. WELL W/BOLLARDS

AutoCAD SHX Text U/P #B3-40

AutoCAD SHX Text

U/P (NO WIRES)

AutoCAD SHX Text U/P #B3-32

AutoCAD SHX Text U/P #B3-33

AutoCAD SHX Text U/P #B3-34

AutoCAD SHX Text U/P #B3-35

AutoCAD SHX Text U/P #B3-36

AutoCAD SHX Text U/P #B3-37

AutoCAD SHX Text U/P #B3-106

AutoCAD SHX Text

COM. M.H. RIM=869.08 ON CONC. PAD

AutoCAD SHX Text N 765734.5060 E 476949.3704

AutoCAD SHX Text N 765700.1118 E 476888.9080

AutoCAD SHX Text N 765637.2452 E 476924.6699

AutoCAD SHX Text N 765671.6394 E 476985.1323

AutoCAD SHX Text

BUILDING LOCATION PER AERIAL IMAGE

AutoCAD SHX Text

UTIL. BOX

AutoCAD SHX Text

WATER M.H. RIM=883.91

AutoCAD SHX Text U/P #B3-119

AutoCAD SHX Text

U/P W/METER

AutoCAD SHX Text U/P #B3-121

AutoCAD SHX Text

U/P #B3-9 W/TRANS.

AutoCAD SHX Text U/P #B3-10

AutoCAD SHX Text U/P #B3-11

AutoCAD SHX Text U/P #B3-12

AutoCAD SHX Text U/P #B3-13

AutoCAD SHX Text U/P #B3-14

AutoCAD SHX Text U/P #B3-15

AutoCAD SHX Text U/P #B3-29

AutoCAD SHX Text

GUY POLE #B3-15-1

AutoCAD SHX Text U/P #B3-62

AutoCAD SHX Text

8" PVC

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8" PVC

AutoCAD SHX Text U/P #L740-4

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SD

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AutoCAD SHX Text

AutoCAD SHX Text 18"

AutoCAD SHX Text 36"

AutoCAD SHX Text 18"

AutoCAD SHX Text 15"

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AutoCAD SHX Text 18"

AutoCAD SHX Text 12"

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AutoCAD SHX Text 15"

AutoCAD SHX Text 42"

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AutoCAD SHX Text 18"

AutoCAD SHX Text 12"

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WV

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MON. WELL

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U/P W/LIGHT

AutoCAD SHX Text U/P #B3-122

AutoCAD SHX Text U/P #B3-123

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8" PVC

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BOLLARD (TYP)

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CONCRETE

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CONCRETE

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ASPHALT

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CONCRETE

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CONCRETE

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CONCRETE

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FARLEY AVENUE

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PIPE RACK

AutoCAD SHX Text

ABAND. STEAM PIPE

AutoCAD SHX Text

ABAND. STEAM PIPE

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BLDG.

1354A

BLDG.

1357A

BLDG.

1359A

N 766249.08

E 476338.63

N 766364.19

E 476470.82

N 766710.24

E 476872.89

N 766821.04

E 477002.11

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N 766560.46

E 477083.91

D E

M O

L I T

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L A

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J U

P E

O D

C

D d w g

CD110

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30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

KEYMAP

N

111 112

TYP

1. REFER TO SHEET CD101 FOR DEMOLITION GENERAL

NOTES.

GENERAL NOTES

PROPOSED

BUILDING 1313A

PROPOSED

BUILDING 1313B

PROPOSED

BUILDING 1313C

PROPOSED

BUILDING 1313D

PROPOSED

BUILDING 1313E

LEGEND

N

TYP

TYP

DECOMMISSION MONITORING WELL 35MW-4.

CONTRACTOR SHALL HIRE A NEW JERSEY

LICENSED WELL DRILLER TO DECOMMISSION THE

WELLS IN COMPLIANCE WITH THE NEW JERSEY

REGULATIONS.

REMOVE LIGHT POLE.

REMOVE U/P.

REMOVE FIRE HYDRANT.

REMOVE WATER VALVE.

REMOVE WATER LINE AFTER AMERICAN WATER

RELOCATES THE RAW WATER LINE.

REMOVE STEAM LINE.

REMOVE STORM DRAIN AND HEADWALL.

REMOVE TREES AND STUMPS.

REMOVE ASPHALT PAVEMENT.

REMOVE CONCRETE PAVEMENT.

REMOVE CONCRETE WALL AND FOUNDATION.

REMOVE BUILDING AND FOUNDATION.

PROVIDE CLEAN SAW CUT.

SHEET NOTES

REMOVE GAS METER.

REMOVE COMPRESSED AIR LINE.

REMOVE CATCH BASIN.

C H

E C

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Y

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Y

I S

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A T

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SHEET ID

F I L E

N A

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G

2 3 4 5 6 7 8 9 10

S O

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US Army Corps of Engineers

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D d l a m

END

EXISTING BITUMINOUS PAVEMENT

TO BE REMOVED.

EXISTING CONCRETE PAVEMENT

TO BE REMOVED.

WETLAND DELINEATION

LIMITS OF CLEARING AND

GRUBBING

LARGE TREES

TREE LINE

CONSTRUCTION LIMITS

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