Package_1_-_JB_MDL_-_Fuel_Body_Tanks_-_Plans.pdf

PDF 9 MB Posted Aug 9, 2018

Attached to: KC-46A Body Tanks Storage Federal contract opportunity
Solicitation number: W912DS18B0020
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

From the source

Plans

View the file

Other files for this federal contract opportunity

Other files attached to KC-46A Body Tanks Storage, newest first.
File	Type	Posted
Bid_Abstract.pdf	PDF	Sep 14, 2018
Amendment_0006.pdf	PDF	Sep 13, 2018
AE601.pdf	PDF	Sep 13, 2018
Amendment__0005.pdf	PDF	Sep 10, 2018
Amendment_0004.pdf	PDF	Sep 7, 2018
Appendix_A_-_B1837_As-Builds.pdf	PDF	Sep 5, 2018
Appendix_C_-_JB_MDL_Soil_Contamination.pdf	PDF	Sep 5, 2018
Appendix_A_-_B1837_As-Builds.pdf	PDF	Sep 5, 2018
Amendment_3_-_KC46_Body_Tank_Storage_-_Plans.pdf	PDF	Sep 5, 2018
Amendment_3_-_KC46_Body_Tank_Storage_-_Specs.pdf	PDF	Sep 5, 2018
Appendix_B_-_Burlington_Co_Exemption_Notice_Bldg_1837.pdf	PDF	Sep 5, 2018
Amendment_0003_SF-30.pdf_Final.pdf	PDF	Sep 5, 2018
Amendment_0002.pdf	PDF	Aug 30, 2018
Site_Visit.pdf	PDF	Aug 30, 2018
Amendment_0001_final.pdf	PDF	Aug 30, 2018
Amendment_0001.pdf	PDF	Aug 14, 2018
W912DS18B0020.pdf	PDF	Aug 9, 2018
Package_3_-_JB_MDL_-_Fuel_Body_Tanks_-_CID.pdf	PDF	Aug 9, 2018
Package_2_-_JB_MDL_-_Fuel_Body_Tanks_-_Specifications.pdf	PDF	Aug 9, 2018

Show all 19

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.

xF x x

F x x

F x x x

F xF x x x

F xF x x

F x x x F

F xF xF x x

F x

F xF xF x x

F xF xF

SD x

F LAG

CAMBRIDGE

ST.

TW R

G H

T S

W N

-B

W N

S M

IL L

I L E

M I

RANGE

7 50 ' A

ROA

CHDE

P AR

REC

A RA

NCE

A CE

1 00 0' A

P AR

T URE

E AR

A CE

ROAD

LOCALIZER

PAD

M OBILE

CONTROL

C EMET ARY

ROA

TW R 1637

16 41 ANT.

GL IDESLOPE

T O

L AR

KINS

JACKS

POW ER

CHECK

PAD

TWR

TNG PIT

CONT

AREA

FIRE FTG

1 842

1 841

FACIL ITY

F IRE TRAINING

F O R T

O N3507

D I X

F O R T D I X

33253325

33273327 33

37(UG)3328(U G)

(UG)3328(U G)

F LAGF LAG

33263326 33223322

33213321

33313331

F-10 5F -10 5

SECONDARY

ENTRANCE

GATE NO. 5

SECONDARY

ENTRANCE

GATE NO. 5

3 31 053 31 05

0333393339

33243324 33

R D

33083308

33103310

HIG

GINS

HIG

GINS

EIEBEL

EIEBEL KOR N

KOR N

R D.R D.

ENTRANCEENTRANCE

SECONDARY

WON NA

WON NAC OT

C OT

GATE NO. 8GATE NO. 8

33693369

ENUE

F -4F -4F -4

3 21 5

2 24 9

PH "C"

2 25 3

G R

ISS

R D

2 25 1

2 22 3

2 24 0 2 24 2 2 24 1

2 25 0

2 22 1

2 25 2

W HITEST .

2 21 9

2 21 7

C H

AFF EE

A VE .

3 21 1

2 21 8

I V E

3402HANGAR

AEROCLUB

2 2

4 6

3 21 0

BROIDY ROAD

WRIGHTSTOWN

D EL

AWARE AV EN

O W

N 0 .5

M I .

PE MBE RTON ROAD

COMM ISSARY

4 9

5 0

AHCC

BLOCK

3 40

N EELY ROAD 34 17

34 19

NEELY ROAD

DIXON S T.

MEY ER AVE NUE

35 42

ROA D

McDONALD

ST REET

LA N

CA STE

M cG

U IR

R O

A D

34 20

TRAILE R

PA RK

SECONDARY

ENTRANCE

GATE NO. 4

2 519

1631 1628

M IL LS

5. 3

TO BROWNS

EOD

TRNG AREA

300 ' R

1 141

1 1 34

P O

N G1811

181918181826 s et.

tank

EA ST

ARN

O LD

A VEN

OPS

P A

ERM

C O

T W

1832H AN GAR

FIRE

LA NE

PH"B"

8 51 85

PH"E"

V AN DE N

BE RG

A VE

1 70 2

FTT

B A SE

5 1

21062

1 16 21102107 2109

GOLF COURSE

1 83 5

R D.

10 6

SOU

2 514

EAST

BLEACHERS

M cGUI RE

BLV

ACI

STRE ET

20022004

DRIVINGRANGE

2 517

TH IRD

GOLF

AMMO

TA CA N R OAD

GLENNSHEPPARD

BRIDG E

ROAD"D"PH

FAR F IELD

M ONITOR

G O

19 06

A U

IMP

D ME

N T

R D.

A R

19 05

N. AMMO

RD.

2 710

EA ST T HIRD

WELL

"C"

1908 EAST F OURT H S T.1909

S ERVICE

ROAD

ANT

C HA PEL 1

2 512

25242525

S OC C ER F IE LD

C O

S E

G O L F

19 15

1 91 3

19 14

' 26

R GH

BAS

KE T BA

L L

ITC

BASEBALL FIELD

ST R EET

S. LIND

2 721

' 25' 23

2 724

722 272

S OC C ER F IE LD

2 712

73 8

2 735

2 737

2 744

746 2 742

' 58

' 30 ' 28

' 27

2 753' 51

2 757

2 756

'55

'60

' 70

ST .

' 32 '34

'33

R D

' 72 ' 74

' 52' 50

2 739LIND

N .

' 75

' 73BE RGH

' 60

' 66

7 6

' 54

'64

'63 '61

' 67 ' 69' 71

W N

M I .

1 944

C O

U R S

8 0

0L B

C /D

1 .

0'R

19 16

19 17

19 18

B/ C

D C/D

1. 1

(19 16 , 19

1 7, 1

0' R

4 012

4 009

4 010

1 4011

W. GEORGE ST.

4 201

B O

ING

V D

3 8 2 8

42 62

TO C OOK STOWN 1.0 MI.

3 8 1 63 9153

9 1 7"A "

WE LL

ACCESS

A D E

U N

N DE

A VE

2 40 1 2 40 4

2123W

E LL' D'1 70 1

E ST

N OL D

1 70 4

2 21 5

2 21 6

2 13 0

2 30 9

2 10 1

2 43 0

2 41 5

E ST

TH I RD

ST RE E T

2 10 3

2 10 2

2 31 6 2 30 3

D INRD

E ST AR

N OL D 2 31 32 30 7

2 32 0

2 31 5

2 30 6

2 31 1

2 31 0

2 31 4

2 32 1

2 40 3

2 40 2

2 30 8

2 30 4

T RA NS

8 10 6

2 4

1B S

COURT S

2 516

9 2 5 0 6

2 516

T ENNIS

2 505

A IRME N

2 41 9

2 41 8

A VE.

T USK E GE E

30043002

M cG

UIR

3 012

P-38

3 10 1

WRIGHT STOWN -COOK STOWN

RO AD

DRIVAS

AVENUE

3 10 2

3 20 9

2 30 5

WAR

E HOUS

ROA

3 10 4

3 10 3

WES

T A RNO

L D

RADAR

3108TW

RO PER

I SP OSAL

RAGE

Y ARD

3 6 09 8 5 184

FRITCHEAVE.

L MAR

AVE

3 6 07

EFE

NSE

NE WJE RS EY

CENTRA L

P &L SUB STA TION

S TAT ION

S WITCH ING

MILLS

(JO NES

STREAM)

N O

RTH

RUN

T O

RSEY

RNPIKE

MI.

TU SK EGEE A IRMEN A VE.

SE CON D ST.

O L D

' 06

FA LCON LANE

2912 2911

W ACKY WORLD

B -B

A LL

2 8162

8 1

2 743

D R.

D OOLITT LE

2 812 ' 14

2 809

82 807

827 ' 262 828

' 19

SECONDARYENT RANCE

' 37

' 38

2 824

2 825

' 35

S O

B O

GATE NO. 1

ENT RANCE

M AIN

GATE NO. 2

TR AILER PA RK

IGH

W A Y

3 710

R OA D

N ES

3 927

3 904

BOULE

38 0 0

3 819

3 930

9 3

3 931

9 0

3 901

3 928

9 2

9 3 903

8 0

SCH

OOL HOUSE

NORTH RUN

3 801

3 806

3 807

3 803

3 804

9 0

8 0

3 918

S P

D R

9 3

3 933

3 934

3 937 3 936

3 925

B AS KE TBA LL

9 2

3 924

9 2

3 939

3 940

9 3

9 2

3 921

3 922

3 942

9 4

3 919

9 0

3 907 3 906

3 910 3 909

8 0

3 809

8 1

3 810

3 913 3 912

9 1

8 1

3 813

3 812

3 815

3 6 06

WEST

E S

R O

A D

WEST CASTLE DR .

ST. 3953

9 4

3 943

3 945

S CO TT 3

4 054

3 916

40 61 42 61

B AS KE TBA LL

0 0

4 001

4 003

4 004

0 0

1 4050

4 051 4 052

0 4

4 037

4 036

4 033 4 034

1 40 35

B AS KE TBA LL1 4038

0 3

1 4053

0 5

1 4041

4 040 4 039

4 028

1 40 32

4 031

4 030

1 4029

0 4

4 043 4 042

4 045

1 4044

4 055

0 5

4 057

0 5

0 0

4 007 4 006

1 4056 1 4008

0 5

4 058

0 4

4 048 4 049

4 046

1 4047

4 020

V OL L EY B A LL

B AS KE TBA LL

4 060 1 4059

4 064

4 017

4 023

2 .3 MI .

1 40 26 SVILLE

4 026

SYKE

1 40 20

1 40 23

1 40 17

4 554

(JON ES

SOFTBALLFIELD

- B

AL L

S CH O OL N O . 1

MILLS

STREAM)

ELEMENTARYSCHOOLS

S CH O OL N O . 3

S T.

POOLS

EASTSCOTT

SWIMMING3826

38213 8 1 8

TENNISCOURTS

S CHO OL N O . 2

CHAPELNO.2

W A

FIELD

SCH OOLN 0.4

B-BALL

4 505

4 503

4 504

4 555 4 556

4 557

4 553

4 507 4 506

4 508

4 509

'05 '06

'21

43 22

4 234 4 233

B AS KE TB A L L& V OL LE Y BA LL

42 67

2 2

WELL

'B'

42 64

4 224

E AS T

4 226

2 2

4 228

4 222

4 221

4 204

B AS KE TBA LL

4 203

1 4202

2 0

1 42 05

2 3

C H

U L T

L A N

4 231 4 230

4 219 4 218

2 2

4 249

CASTLE DR .

4 251

2 5

4 401

4 402

2 4

4 248

2 4

4 245 4 246

4 405

4 404

4 408 4 407

44 10

4 406

B AS KE TBA LL

2 1

4 210

4 206

4 207

1 42 08

2 0

4 209

4 216

2 1

1 42 14

4 215

2 1

1 42 11

4 212

0 1

4 014

2 6

4 259

4 213

CR OSHAW RD

E. GEORGE ST.

4 240

4 243

4 242

4 237 4 236

2 3

4 239

'034 2 4

'02

43 01

'04

2 5

4 256

2 5

4 253

'4 84 323

'28 '39

4 415

4 551

4 411

4 552

4 413

4 412

4 414

L A

J E S

'35

'3 4 '3

3 '59

45 58

'30

'29 '38

'37

'32 '31 '36

'61 '60

L A

4 417

4 418

4 419

4 416

TRAVIS

S T.

4 421 4 420

44 442

'27 '25

'24 '26

'43 '42

'40

4346 43 47

' 32

Y'20

PL A CE

'17 '16

43 1543 07

'18

4 313

4 312

4 311

4 314

4 327

4 326 4 325

4 324

'41 '4

9'44

4 330

4 329

4 328

4 331

(JACOBSTOWN RD )

'09 43 08

X X

X-X

X-X X-X

X-X

X X X

X X

X-XX-X X-X X-X

X-X

X-X X-X X-X X-X X-X

X-X X-X X-X X-X

X-X X-X

X-X

X X

X X X

X X

X-X

X-XX-X

X-X

X X

X-X

X-X X-X

X-X

X-X X-X

X-X

X-X X-X

XX X

X X

X-X

X X

X-X

X X

X X X

X X

B A

SEB

ALLFIE

X X

X X X

X X

G uy T.

D avies

PROJECT LOCATION

-F

Jo int

Ve ntu re

Br oa dw ay Ex ten sio n, Su ite

Ok lah om aC ity

,O K

.84 0.2

4.7

.47 fsb

-a e.c om

A/ E

Su bm itt ed by

Pl ot D at e:

U .S

.A R

M Y

R D

K ht tp w w w .n an .u sa ce

.a rm y.

m il

- W

N N

D W

T D

C O

N O

NOT TO SCALENOT TO SCALE

-4

D Y

O R

T N

U M

Jo in tB as e M cG ui re -D ix -L ak eh ur st

,N ew

Je rs ey

US Army Corps of Engineers

New York District

C R

O N

E M

C R

O N

2 3

4 5

SHEET

REFERENCE

NUMBER

LOCATION PLANVICINITY MAP

KC-46A ADD TO B1837 FOR BODY

TANKS STORAGE

PROJECT NUMBER: PTFL 163008

Joint Base McGuire-Dix-Lakehurst, New Jersey xx xx c-xx x.

dw g

JULY 12, 2018

G-001

C O

T, SH

, L

O C

G M

SHEET INDEX

NUMBER TITLE

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND

ABBREVIATIONS

M-002 MECHANICAL LEGEND AND ABBREVIATIONS

MH101 FIRST FLOOR MECHANICAL HVAC PLAN

M-601 MECHANICAL SCHEDULES AND DETAILS

M-801 MECHANICAL CONTROLS

M-802 MECHANICAL CONTROLS

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND

ABBREVIATIONS

E-002 ELECTRICAL SYMBOLS

EH101 HAZARDOUS CLASSIFICATION PLAN

EH201 HAZARDOUS CLASSIFICATION ELEVATION PLANS

EP100 ELECTRICAL POWER PLAN - B1837

EP101 BODY TANKS STORAGE POWER AND GROUNDING

PLAN

EP102 MECHANICAL EQUIPMENT POWER PLAN

EL101 ELECTRICAL LIGHTING PLAN

EL102 ELECTRICAL PHOTOMETRICS LIGHTING PLAN

E-401 ENLARGED ELECTRICAL ROOMS

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL ONE-LINE DIAGRAM

E-602 LIGHT FIXTURE & MECHANICAL EQUIPMENT

CONNECTION SCHEDULE

E-603 PANELBOARD SCHEDULES

SHEET INDEX

NUMBER TITLE

PLUMBING

P-001 PLUMBING GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS

P-101 FIRST FLOOR DOMESTIC WATER PIPING PLAN

P-501 PLUMBING SCHEDULES AND DETAILS

P-901 PLUMBING RISER DIAGRAMS

SHEET INDEX

NUMBER TITLE

FIRE PROTECTION

F-001 FIRE PROTECTION GENERAL NOTES AND SYMBOLS

F-101 FIRE PROTECTION PLAN

FA101 FIRE ALARM PLAN

FA501 FIRE ALARM OPERATIONAL MATRIX AND RISER

DIAGRAM

SHEET INDEX

NUMBER TITLE

ARCHITECTURAL

A-001 ARCHITECTURAL ABBREVIATIONS, SYMBOLS

LEGEND & PARTITION TYPES

AD101 DEMOLITION FLOOR PLAN

AE100 COMPOSITE FLOOR PLAN

AE101 GROUND FLOOR PLAN

AE102 ROOF PLAN AND REFLECTED CEILING PLAN

AE201 BUILDING ELEVATIONS

AE301 BUILDING SECTIONS

AE302 BUILDING SECTION

AE303 WALL SECTIONS AND INTERIOR ELEVATION

AE501 DETAILS

AE502 DETAILS

AE601 SCHEDULES AND DOOR DETAILS

INTERIORS

IG101 GROUND FLOOR SIGNAGE PLAN, DETAILS, AND

ELEVATIONS

SHEET INDEX

NUMBER TITLE

GENERAL

G-001 COVER SHEET, SHEET INDEX, LOCATION &

VICINITY PLANS

G-002 CODE ANALYSIS

G-003 LIFE SAFETY PLAN

CIVIL

VF-101 TOPOGRAPHIC SURVEY

B-001 BORING LOGS

C-001 GENERAL CIVIL NOTES, ABBREVIATIONS, AND

LEGEND

C-002 FIRE PROTECTION CODE COMPLIANCE SITE PLAN

C-101 DEMOLITION PLAN

C-110 SITE PLAN

C-120 GRADING PLAN

C-130 UTILITY PLAN

C-140 JOINT LAYOUT PLAN

C-150 STAKING PLAN

C-201 STORM SEWER PROFILE

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

C-701 SOIL EROSION AND SEDIMENT CONTROL NOTES

C-702 SOIL EROSION AND SEDIMENT CONTROL NOTES

C-710 SOIL EROSION AND SEDIMENT CONTROL PLAN -

INITIAL

C-711 SOIL EROSION AND SEDIMENT CONTROL PLAN -

FINAL

C-750 SOIL EROSION AND SEDIMENT CONTROL DETAILS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES & ABBREVIATION

KEY

S-003 WIND LOAD DIAGRAMS

S-004 SNOW SLIDING LOAD DIAGRAM

S-005 STRUCTURAL SCHEDULE OF SPECIAL

INSPECTIONS

S-101 FOUNDATION AND FRAMING PLANS

S-201 FRAMING ELEVATIONS

S-202 FRAMING ELEVATIONS

S-301 FOUNDATION SECTIONS

S-302 FRAMING SECTIONS

S-303 FRAMING SECTIONS

S-501 TYPICAL CONCRETE DETAILS

S-502 TYPICAL STEEL DETAILS

S-503 TYPICAL MASONRY DETAILS

ISSUED FOR CONSTRUCTION

-4

D Y

O R

T N

U M

Jo in tB as e M cG ui re -D ix -L ak eh ur st

,N ew

Je rs ey

-F

Jo int

Ve ntu re

Pa rkw ay

La ne

,S uit e5

Pe ac htr ee

Co rn er s, GA

Ph on e:

8.3

.77 ww w.

po nd co .co m

A/ E

Su bm itt ed by

Pl ot D at e:

U .S

.A R

M Y

R D

K ht tp w w w .n an .u sa ce

.a rm y.

m il

- W

N N

D W

T D

C O

N O

US Army Corps of Engineers

New York District

C R

O N

E M

C R

O N

2 3

4 5

SHEET

REFERENCE

NUMBER

0 1"

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

xx xx c-xx x.

dw g

95% SUBMITTAL

C :\U se rs

\m xs

\D oc um en ts \M y R ev it\

0_ Ar ch _M

.rv t7/

G-002

C O

D E

G M

1. 2.

3. 4.

K E E P

A R

KEEP

CLEAR

K E E P

A R

KEEP

CLEAR

1H R

10'-0"

BODY TANK

(MAINT)

BODY TANK

(STOR)

MAINT EQUIP. STOR.

BODY TANK

(STOR)

BODY TANK

(STOR)

BODY TANK

(STOR)

BODY TANK

(STOR)

BODY TANK

(STOR)

BODY TANKS

STORAGE

EXIT

EXIT EXIT

TRAVEL DISTANCE = 44'

EXISTING

FUEL

SYSTEMS

MAINTENANCE

DOCK

NEW BUILDING ADDITION

LINE OF

EXISTING

BUILDING

LIFE SAFETY LEGEND

OCCUPANT LOAD NUMBER AT EXIT

COMPONENT

EXIT COMPONENT MAXIMUM OCCUPANT

CAPACITY NUMBER

DRY CHEMICAL TYPE

FIRE EXTINGUISHER - WALL BRACKET

MOUNTED AT 48" AFF

MULTI-PURPOSE TYPE

FIRE EXTINGUISHER - WALL BRACKET

MOUNTED AT 48" AFF

TWO HOUR CONSTRUCTION2 HR

ONE HOUR CONSTRUCTION1 HR

SMOKE ENCLOSURE CONSTRUCTIONS

MULTI-PURPOSE TYPE

FIRE EXTINGUISHER - SEMI-RECESSED

MOUNTED AT 48" AFF

TRAVEL DISTANCE

OCCUPANCY AREA S.F. / OCC. OCC. LOAD

SPECIAL PURPOSE

INDUSTRIAL 1800 S.F. N/A 5

OCCUPANT LOAD

OCCUPANCY LEGEND

SPECIAL PURPOSE INDUSTRIAL

AREA LEGEND

ADDITION

1,876SF (174SM) - DESIGNED

201SM DD1391 = -13%

-4

D Y

O R

T N

U M

Jo in tB as e M cG ui re -D ix -L ak eh ur st

,N ew

Je rs ey

-F

Jo int

Ve ntu re

Pa rkw ay

La ne

,S uit e5

Pe ac htr ee

Co rn er s, GA

Ph on e:

8.3

.77 ww w.

po nd co .co m

A/ E

Su bm itt ed by

Pl ot D at e:

U .S

.A R

M Y

R D

K ht tp w w w .n an .u sa ce

.a rm y.

m il

- W

N N

D W

T D

C O

N O

US Army Corps of Engineers

New York District

C R

O N

E M

C R

O N

2 3

4 5

SHEET

REFERENCE

NUMBER

0 1"

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

xx xx c-xx x.

dw g

95% SUBMITTAL

C :\U se rs

\m ro

\D oc um en ts \M y R ev it\

0_ Ar ch _m ro .rv t7/

:0 8:

G-003

G M

SCALE 1/8" = 1'-0"

LIFE SAFETY PLAN1

EXISTING BUILDING 1837

0 4' 8' 16'

1/8" = 1'-0" N

SHEET KEYNOTES

1. WORK BENCH (SHOWN FOR REFERENCE ONLY) -

NOT IN CONTRACT (NIC).

2. 16'Wx16'H INSULATED OVERHEAD COILING DOOR

WITH EXPLOSION PROOF OPERATOR.

3. 16'Wx16'H FIRE RATED, INSULATED OVERHEAD

COILING DOOR WITH EXPLOSION PROOF

OPERATOR.

4. MAINTENANCE EQUIPMENT STORAGE (SHOWN FOR

REFERENCE ONLY) - NOT IN CONTRACT (NIC).

5. 2 TON MONORAIL (ABOVE).

C R

O N

E M

C R

O N

SHEET 1 OF 1

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

/0 1/

- W

SHEET

REFERENCE

NUMBER

US Army Corps of Engineers New York District

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

-4

E ui pm en t S to ra ge F ac ilit y

C T

N U

Jo in t B as e M cG ui re -D ix -L ak eh ur st

, N ew

J er se y

No.

24GS04337600

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

L 4

.84 0.2

| T

4.7

.47 fs b-ae

.co m

SAN

E E

COMM

VF-101

G R

S U

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

C D

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers New York District

95% SUBMITTAL

GENERAL CIVIL NOTES:

1. COORDINATE WITH BASE CE TO HAVE UTILITIES LOCATED AND MARKED BEFORE WORK BEGINS. ALL UTILITIES

MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING MARKINGS THROUGHOUT CONSTRUCTION. EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION SHOWN HAS BEEN TAKEN FROM GIS DATA AND RECORD DRAWINGS PROVIDED BY JOINT BASE MCGUIRE-DIX-LAKEHURST (JB MDL) AND SURVEY

PERFORMED BY LOWE ENGINEERS DATED DECEMBER 15, 2017. SEE SHEET VF-101.

2. THE LOCATION OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE SURVEYS AND RECORDS.

THEREFORE, LOCATIONS MUST BE CONSIDERED APPROXIMATE. ALL UTILITIES MAY NOT BE SHOWN ON PLANS.

THE VERIFICATION OF THE LOCATION OF ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IF DIFFERING CONDITIONS EXIST, THE CONTRACTOR MUST NOTIFY

THE CONTRACTING OFFICER OR THEIR REPRESENTATIVE IMMEDIATELY.

3. GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE DRAINAGE TO DRAINAGE STRUCTURES AND SWALES.

NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE DISTURBED DURING CONSTRUCTION.

4. ALL EARTHWORK OPERATIONS REQUIRED FOR CONSTRUCTION OF THE VARIOUS STRUCTURES AND UTILITIES INDICATED SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS.

GRADING SHALL BE AS INDICATED, AND SHALL PRODUCE A FINISHED SURFACE WITH NO PONDING OF WATER, READY TO RECEIVE PAVEMENT OR PLANTING MATERIALS, OR GRASSING.

5. ALL EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN APPROVED AREA DURING CONSTRUCTION. EXCESS OR UNUSABLE TOPSOIL SHALL BE DISPOSED OF OFF-SITE IN A MANNER THAT IS LEGAL AND CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. ONCE THE SOIL IS HAULED OFF-SITE, IT IS CONSIDERED REGULATED WASTE THAT MUST BE TESTED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL

REQUIREMENTS.

6. REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION WASTE AND DEBRIS FROM THE SITE IN A MANNER

THAT IS LEGAL AND CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

7. VERIFY ALL COORDINATES AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION AND ORDERING OF MATERIALS. BRING ANY DIFFERING CONDITIONS WITH LAYOUT TO ATTENTION OF CONTRACTING OFFICER PRIOR

TO STARTING CONSTRUCTION.

8. MATCH ALL NEW PAVEMENT TO BE FLUSH WITH EXISTING, UNLESS OTHERWISE NOTED.

9. ALL DIMENSIONS ARE TAKEN FROM/TO FACE OF CURB, EDGE OF PAVEMENT, OR FACE OF BUILDING, UNLESS

OTHERWISE NOTED.

10. ENSURE ALL EXISTING TOPS OF VALVE BOXES ARE RAISED AND/OR LOWERED TO BE FLUSH WITH FINISHED

GRADES, UNLESS OTHERWISE SHOWN.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL NEW UTILITIES WITH THOSE THAT ARE EXISTING. IF EXISTING UTILITIES ARE IN CONFLICT WITH NEW SYSTEMS, THE CONTRACTOR

MUST NOTIFY CONTRACTING OFFICER.

12. COMPLY WITH DEPARTMENT OF DEFENSE REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE.

13. ALL WORK SHALL COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL CODES, SPECIFICATIONS AND REQUIREMENTS. IF DIFFERING CONDITIONS EXIST BETWEEN THE DRAWINGS, SPECIFICATIONS AND/OR OTHER APPLICABLE REGULATIONS AND GUIDELINES, THE MOST STRINGENT REQUIREMENTS SHALL BE FOLLOWED.

14. HAND DIG ALL EXCAVATIONS WITHIN TWO (2) FEET OF ANY KNOWN UTILITIES.

15. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED, INSTALLED, AND MAINTAINED AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLANS CONTAINED WITHIN THESE CONSTRUCTION

DOCUMENTS. LAYOUT AND INSTALL ALL APPLICABLE EROSION CONTROL MEASURES BEFORE ANY

CONSTRUCTION BEGINS.

16. FURNISH AND MAINTAIN ANY AND ALL NECESSARY BARRICADES AROUND WORK AREA AND PROVIDE PROTECTION

AGAINST WATER DAMAGE AND SOIL EROSION.

17. DISTURBED AREAS WHICH ARE NOT PART OF THIS PROJECT SHALL BE RETURNED TO ORIGINAL OR BETTER

CONDITION AT THE COMPLETION OF THE PROJECT.

18. STOCKPILED SOIL SHALL BE ENCIRCLED WITH SILT FENCE AND REGULARLY WETTED, AS NECESSARY, TO

PREVENT DUST AND SEDIMENT TRANSPORT.

19. MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND

SAFETY PRECAUTIONS AS REQUIRED BY ANY REGULATORY AGENCY.

THE CIVIL ENGINEER FOR THIS PROJECT IS:

POND & COMPANY

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GA 30092

P. (678) 336-7740

CONTACT: TODD HARRIS, PE

GEOTECHNICAL SERVICES PROVIDED BY:

TERRACON CONSULTANTS, INC.

4081 HADLEY ROAD, UNIT B

SOUTH PLAINFIELD, NJ 07080

P. (908) 546-6161

SURVEY PERFORMED BY:

LOWE ENGINEERS

990 HAMMOND DRIVE, SUITE 900

ATLANTA, GA 30328

P. (770) 857-8400 F. (770) 857-8401

PROJECT NOTES:

AND

DIAMETER

ACRE(S)

ARCHITECT IN CHARGE/ENGINEER IN CHARGE

AEROSPACE GROUND EQUIPMENT

APPROVED

APPROXIMATELY

ANTI-TERRORISM FORCE PROTECTION

BUILDING

BENCHMARK

BOTTOM

CENTERLINE

CUBIC FEET

CLEANOUT

CONCRETE

CONTRACTING OFFICER'S REPRESENTATIVE

CORRUGATED METAL PIPE

DROP INLET

DIAMETER

DUCTILE IRON PIPE

EASTING

EMERGENCY EYEWASH STATION

EXISTING GRADE

ELECTRICAL

ELEVATION

EDGE OF PAVEMENT

EASEMENT

EXISTING

FINISHED FLOOR ELEVATION

FINISHED GRADE

FIRE HYDRANT

FEET

GRADED AGGREGATE BASE

GRATE INLET TOP

GOVERNMENT

HIGH DENSITY POLYETHYLENE PIPE

HORIZONTAL

HEIGHT

HEAD WALL

INSIDE BOTTOM OF WALL

INSIDE DIAMETER

INVERT ELEVATION

INCH

INCORPORATED

INVERT

IRON PIN FOUND

IRON PIN SET

JUNCTION BOX

LINEAR FEET

LIGHT POLE

MAXIMUM

MECHANICAL

MINIMUM

MANHOLE

MONUMENT

NORTHING

NUMBER

NOT TO SCALE

OUTSIDE BOTTOM OF WALL

ON CENTER

ON CENTER EACH WAY

OUTSIDE DIAMETER

OIL/WATER SEPARATOR

POST INDICATOR VALVE

POINT OF BEGINNING

PETROLEUMS, OILS, AND LUBRICANTS

PROPOSED

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POLYVINYL CHLORIDE

QUALITY CONTROL

REINFORCED CONCRETE PIPE

RIGHT OF WAY

SANITARY

STORM DRAIN

SQUARE FEET

SPECIFICATIONS

SQUARE

SANITARY SEWER

SANITARY SEWER MANHOLE

STANDARD

SIDEWALK

TEMPORARY BENCHMARK

TYPICAL

UNDERGROUND POWER

VERTICAL

WATER METER

WATER VALVE

WELDED WIRE FABRIC

WITH

WATER TO CEMENT

AIC/EIC

A.G.E.

APPR

APPROX.

AT/FP

BLDG

BOT

CONC

COR

CMP

DIA

DIP

EEWS

ELEC

ELEV

ESMT

FFE

GAB

GRT

GOVT

HDPE

HORZ

IBW

INC

INV

IPF

IPS

MAX

MECH

MIN

MON

NTS

OBW

OCEW

OWS

PIV

POB

POL

PROP

PSF

PSI

PVC

RCP

R/W

SAN

SPEC

SSMH

STD

S/W

TBM

TYP

U.P.

VERT

WWF

W/ W/C

ABBREVIATIONS:

DESCRIPTIONEXISTINGPROPOSED

LEGEND:

GENERAL DEMOLITION NOTES:

1. THE CONTRACTOR IS REMINDED THAT THIS PROJECT INCLUDES WORK IN AND AROUND FUELS AND FUELING

OPERATIONS. SPECIAL CARE AND PRECAUTIONS MUST BE TAKEN DURING ALL PHASES OF CONSTRUCTION.

2. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY. RESTORE GRADES AND SURFACE

IMPROVEMENTS TO MATCH EXISTING CONDITIONS OR TO REQUIREMENTS OF NEW WORK, AS APPLICABLE.

3. "TO REMAIN" SHALL MEAN ITEM SHALL REMAIN IN PLACE AND BE PROTECTED DURING ALL PHASES OF

CONSTRUCTION.

4. PROTECT ALL EXISTING FEATURES NOT MARKED FOR DEMOLITION. ANY ITEM DAMAGED DURING THE

PERFORMANCE OF THE WORK WILL BE RESTORED TO ITS ORIGINAL CONDITION, OR REPLACED WITH NEW AT THE CONTRACTOR'S EXPENSE. TAKE PRECAUTIONS TO NOT OVERLOAD PAVEMENTS WHICH SHALL REMAIN.

5. PAVEMENT TO BE DEMOLISHED SHALL BE SAWCUT AND REMOVED ALONG A CLEAN EVEN EDGE TO PROVIDE A

SMOOTH TIE-IN OF NEW PAVEMENT.

6. DISPOSAL OF ALL DEMOLISHED MATERIALS MUST BE OUTSIDE THE LIMITS OF GOVERNMENT-CONTROLLED LANDS IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE IF ANY MATERIAL IS FOUND TO CONTAIN HAZARDOUS, TOXIC, BIOLOGICAL OR RADIOLOGICAL SUBSTANCES. ALL WASTE MATERIAL TO BE HAULED OFF-BASE MUST BE ANALYZED FOR PETROLEUM CONTAMINANTS IN ACCORDANCE WITH THE STATE OF NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF SOLID AND HAZARDOUS WASTE REQUIREMENTS. DISPOSE OF ANY IMPACTED SOILS

ACCORDINGLY.

7. COORDINATE AND CONFIRM LIMITS OF UTILITY DEMOLITION WITH NEW UTILITY CONNECTION POINTS. DEMOLISH UTILITIES AT NEAREST APPROPRIATE JOINTS WHEN POSSIBLE IF UTILITY IS TO BE ABANDONED, PLUG AND CAP

REMAINING ENDS.

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

C D

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers New York District

95% SUBMITTAL

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

C D

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers New York District

95% SUBMITTAL

BUILDINGADDITION

BASE FIRE

DEPARTMENT

(BUILDING 1712) PROJECT

LOCATION

FIRE ACCESS AND EXISTING FIRE INFORMATION

SCALE: N.T.S.

NEW BUILDING ADDITION

FIRE LANE

FIRE APPARATUS DRIVE PATH

SHEET KEYNOTES:

GENERAL NOTES:

A. REFER TO SHEET C-001 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

B. THIS PLAN HAS BEEN CREATED TO SHOW

COMPLIANCE WITH UFC 3-600-01 "FIRE

PROTECTION ENGINEERING FOR FACILITIES"

SECTION 1-7.2.4.2.

C. THE FOLLOWING ITEMS AS INDICATED IN UFC

3-600-01 SECTION 1-7.2.4.2 CODE COMPLIANCE

SITE PLAN ARE NOT APPLICABLE TO THIS

PROJECT:

-LINE OF ENCROACHMENT IDENTIFYING

PROPERTY LINES

FACILITY IS LOCATED WITHIN MCGUIRE AIR

FORCE BASE.

-BUILDING PERIMETER USED FOR FRONTAGE

INCREASE

FACILITY IS WITHIN THE ALLOWABLE AREA

WITHOUT A FRONTAGE INCREASE.

-HAZARDOUS MATERIAL SPILL CONTAINMENT

TANKS

HAZARDOUS MATERIAL SPILL

CONTAINMENT NOT PROVIDED AT THIS

FACILITY.

1. FIRE DEPARTMENT ACCESS WITHIN 33' OF

BUILDING.

2. FIRE LANE APPROACH.

3. INTENDED FIRE DEPARTMENT MAIN ENTRANCE.

4. FIRE HYDRANTS.

5. FIRE WATER STORAGE TANK.

6. FIRE DEPARTMENT CONNECTION.

7. BACKFLOW PREVENTION WITHIN EXISTING FIRE

PUMP ROOM.

SHEET LEGEND:

TRUE

NORTH

TRUE

NORTH

LOD

LOD LO

LOD

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

C D

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers New York District

95% SUBMITTAL

SHEET KEYNOTES

A. REFER TO SHEET C-001 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

B. ALL EROSION CONTROL MEASURES TO BE

PLACED PRIOR TO CONSTRUCTION.

C. DEPTH AND MATERIAL OF EXISTING WATER LINE

ARE UNKNOWN. CONTRACTOR SHALL VERIFY

PRIOR TO START OF WORK AND NOTIFY COR IF

LINE CONFLICTS WITH PROPOSED SITE

IMPROVEMENTS.

D. CATHODIC PROTECTION FOR EXISTING BUILDING

IS LOCATED THE PROPOSED BUILDING

FOOTPRINT. EXACT LOCATION IS UNKNOWN.

CONTRACTOR TO USE CAUTION WHEN

EXCAVATING THE BUILDING FOOTPRINT TO AVOID

DAMAGING THE BUILDING CATHODIC

PROTECTION. RELOCATE ANY CATHODIC

PROTECTION FOUND WITHIN THE PROPOSED

BUILDING FOOTPRINT A MINIMUM 10' OUTSIDE OF

THE PROPOSED BUILDING FOOTPRINT.

1. DEMOLISH BOLLARD.

2. CLEANLY SAWCUT AND DEMOLISH CONCRETE AT

NEAREST JOINT.

3. CLEANLY SAWCUT AND DEMOLISH ASPHALT

PAVEMENT.

4. DEMOLISH STORM PIPE.

5. APPROXIMATE LOCATION OF EXISTING 8" WATER

LINE PER BASE GIS. CONTRACTOR TO VERIFY

LOCATION PRIOR TO START OF WORK.

6. DEMOLISH 8" WATER LINE.

7. DEMOLISH VALVES.

8. PROTECT EXISTING WATER APPURTENANCE

DURING ALL PHASES OF CONSTRUCTION.

9. EXISTING MAN DOOR TO REMAIN.

10.EXISTING MANDOOR TO BE DEMOLISHED. SEE

ARCHITECTURAL PLANS FOR DETAILS.

11.MANHOLE TO REMAIN. PROTECT MANHOLE

DURING ALL PHASES OF CONSTRUCTION.

GENERAL NOTES

SHEET LEGEND

DEMOLISH PIPE

DEMOLISH ASPHALT PAVEMENT

DEMOLISH CONCRETE PAVEMENT

SCALE: 1" = 20'

0 20' 40'20'

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

C D

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers New York District

95% SUBMITTAL

SHEET KEYNOTES

A. REFER TO SHEET C-001 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

1. CONCRETE PAVEMENT. (SEE DETAIL A1/C-502)

2. BOLLARDS. (SEE DETAIL A1/C-501)

3. CONCRETE APRON. (SEE DETAIL A2/C-502)

4. HOUSEKEEPING PAD. (SEE DETAIL C4/S-501)

GENERAL NOTES

BUILDINGADDITION

CONCRETE PAVEMENT

CONCRETE APRON

SHEET LEGEND

SCALE: 1" = 20'

0 20' 40'20'

LOD

LOD LO

LOD

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

C D

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers New York District

95% SUBMITTAL

SHEET KEYNOTES

A. REFER TO SHEET C-001 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

B. CONTRACTOR TO INSTALL STORM UTILITY UP TO

CONNECTION POINTS PRIOR TO DEMOLISHING

EXISTING STORM UTILITY.

C. SEE C-201 FOR STORM SEWER PROFILES.

D. SEE DETAIL A3/C-503 FOR PIPE TRENCHING.

1. GRATE INLET (SEE DETAIL A1/C-503)

2. CONNECT TO EXISTING MANHOLE. REPLACE

EXISTING FRAME AND COVER WITH GRATE INLET.

3. PAVEMENT TO BE FLUSH WITH EXISTING

PAVEMENT.

4. CONCRETE TO BE FLUSH WITH SLAB TURNDOWN

(SEE DETAIL C4/S-301)

5. 1/2" CPVC CONDENSATE LINE FROM GWH-1. SEE

P-101 FOR LOCATION OF GWH-1. CONDENSATE LINE

TO BE ROUTED UNDER CONCRETE PAVEMENT

SECTION AND CONNECTED TO DI A. PROVIDE

MINIMUM 2% SLOPE ON CONDENSATE LINE.

GENERAL NOTES

BUILDINGADDITIONFFE 118.74'

SCALE: 1" = 20'

0 20' 40'20'

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

C D

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers New York District

95% SUBMITTAL

SHEET KEYNOTES

A. REFER TO SHEET C-001 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

B. DEPTH AND MATERIAL OF EXISTING WATER LINE

ARE UNKNOWN. CONTRACTOR SHALL VERIFY

PRIOR TO START OF WORK AND NOTIFY COR IF

LINE CONFLICTS WITH PROPOSED SITE

IMPROVEMENTS.

C. IF FIRE SERVICE TO THE BUILDING OR ANY

APPURTENANCES SURROUNDING THE BUILDING

MUST BE TURNED OFF DUE TO CONSTRUCTION,

CONTRACTOR TO ENSURE THAT FIRE

PROTECTION SERVICES ARE ON SITE DURING THE

CONSTRUCTION ACTIVITIES UNTIL FIRE SERVICES

ARE RESTORED TO THE BUILDING.

D. CONTRACTOR TO INSTALL WATER UTILITY UP TO

CONNECTION POINTS PRIOR TO TURNING OFF

WATER SERVICE.

E. THE FINAL BUILDING CONNECTIONS FOR ALL

UTILITIES IS THE RESPONSIBILITY OF THE

BUILDING CONTRACTOR.

F. SEE DETAIL A3/C-503 FOR PIPE TRENCHING.

1. 8" WATER LINE. MATCH EXISTING PIPE MATERIAL.

2. THRUST BLOCKING. (SEE DETAIL A3/C-501)

3. 8" X 8" X 8" BRANCH TEE.

4. RECONNECT WATER LINE TO EXISTING 8" WATER

LINE.

5. ADJUST EXISTING WATER APPURTENANCE TO

MATCH GRADE.

6. 8" WATER VALVE. (SEE DETAIL C1/C-501)

7. 8" X 6" REDUCER.

GENERAL NOTES

BUILDINGADDITION

SCALE: 1" = 20'

0 20' 40'20'

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

C D

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers New York District

95% SUBMITTAL

SHEET KEYNOTES

A. REFER TO SHEET C-001 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

1. PROVIDE EXPANSION JOINTS AROUND BOLLARDS.

2. PROVIDE EXPANSION JOINT AROUND MANHOLE.

GENERAL NOTES

DOWELED CONTRACTION JOINT

(SEE DETAIL C3/C-502)

THICKENED EDGE EXPANSION

JOINT (SEE DETAIL B2/C-502)

CONTRACTION JOINT

(SEE DETAIL D1/C-502)

BITUMINOUS/PCC JOINT

(SEE DETAIL A3/C-502)

REINFORCEMENT

SHEET LEGEND

X X X X X

X X X

B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2

C C C C C C C

C C

C C C C C

C C

C CC

C C C C

C C

C C C

C C

B2B2B2B2B2

B2 B2

B2 B2 B2 B2 B2 B2

R R R R

2 @ 12' = 24'

11.4'

2 @ 10.75' = 21.5' 3 @ 11.5' = 34.5' 5 @ 12.2' = 61' 3 @ 11.8' = 35.4'

10.7'

10 @ 20' = 200'

3 @ 10.6' = 31.8'

SCALE: 1" = 20'

0 20' 40'20'

TRUE

NORTH

X X

C C C

C CCC

CC C C C C C C CC

B2 B2

2 @ 12' = 24'

B2 B2

R R

STAKING POINT TABLE

PT. #

NORTHING

433 119.62

433 101.29

433 113.08

433 005.00

432 959.81

433 048.51

433 058.96

433 077.57

433 108.61

433 079.54

433 059.90

433 088.66

433 078.85

433 077.62

433 072.32

433 058.50

433 100.77

433 072.61

433 040.26

433 097.08

433 073.85

433 066.50

433 029.50

433 033.16

433 055.15

433 080.62

433 015.16

432 972.80

432 991.64

EASTING

469 197.33

469 191.12

469 155.90

469 115.21

469 311.08

469 345.42

469 315.38

469 321.74

469 230.06

469 220.22

469 278.24

469 288.02

469 218.82

469 222.78

469 238.41

469 278.93

469 215.76

469 206.24

469 301.82

469 197.81

469 189.68

469 193.31

469 302.43

469 309.95

469 317.65

469 140.63

469 334.39

469 209.64

469 216.18

DESC.

BLDG

BOL

WTR CONNECT

WTR BEND

WTR CONNECT

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

C D

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers New York District

95% SUBMITTAL

A. REFER TO SHEET C-001 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

B. DEPTH AND MATERIAL OF EXISTING WATER LINE

IS UNKNOWN. CONTRACTOR SHALL VERIFY PRIOR

TO START OF WORK AND NOTIFY COR IF LINE

CONFLICTS WITH PROPOSED SITE

IMPROVEMENTS.

GENERAL NOTES

BUILDINGADDITION

BLDG BUILDING

BOL BOLLARD

CO CLEANOUT

EP EDGE OF PAVEMENT

GI GRATE INLET

WTR BEND WATER BEND

WTR CONNECT WATER CONNECTION POINT

SHEET ABBREVIATIONS

SCALE: 1" = 20'

0 20' 40'20'

ELEVATIO

STATION

STORM SEWER PROFILE

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

ELEVATIO

STATION

CONDENSATE LINE PROFILE

15" RCP

101LF @ 0.70% 15" RCP

29LF @ 0.71%

D I E

X-

.4 4'

9' (C

O U

-3

15" RCP

30LF @ 0.70%

I B TO

.5 1'

U T

I C TO

.8 0'

U T

-2

I A TO

.7 2'

(E X-

.0 0'

(G W

H -1

C O

N D

. L

O U

EX. 15" RCP

EXISTING GRADE

PROPOSED GRADE

I A TO

.7 2'

(E X-

.0 0'

(G W

H -1

C O

N D

. L

O U

CONNECT TO

CONDENSATE

LINE FROM GWH-1

1/2" CPVC

MIN. 2%

A. REFER TO SHEET C-001 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

GENERAL NOTES:

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

C D

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers New York District

95% SUBMITTAL

HORZ. SCALE: 1" = 20' VERT. SCALE: 1" = 5'

SCALE: 1" = 20'

0 20' 40'20'

TRUE

NORTH

SCALE: 1" = 5'

0 5' 10'5'

HORZ.

VERT.

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

C D

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers New York District

95% SUBMITTAL

PIPE BOLLARD

NO SCALE

THRUST BLOCKS

NO SCALE

THRUST BLOCK NOTES:

1. KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES.

2. CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST UNDISTURBED EARTH.

3. THRUST BLOCKS FOR VERTICAL BENDS HAVING DOWNWARD RESULTANT THRUSTS

SHALL BE THE SAME AS FOR HORIZONTAL BENDS.

4. BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS

TAKE PRECEDENCE OVER THIS STANDARD.

5. TAPPING VALVES SHALL HAVE THRUST BLOCKING AS SPECIFIED FOR TEES.

6. CONTRACTOR SHALL PROVIDE RESTRAINT AT ALL PRESSURE LINE FITTINGS USING

EITHER CONCRETE BLOCKING OR TIE ROD ASSEMBLIES.

7. CONCRETE FOR THRUST BLOCKS SHALL BE 4000 PSI MINIMUM STRENGH.

8. ANCHOR BLOCKS FOR VERTICAL BENDS SHALL BE SIZED AS 90° BENDS

REGARDLESS OF ANGLE.

0.4 0.7 1.0

2.0 2.6 4.0

1.5

WYE

0.6 1.4

3.9 2.5

1.2

4.6 7.1

6" 4"

8" 10"

0.8 1.9

5.0 3.3

9.7 7.5

15.1

13.7 17.8 27.5

#6 #4

#8 #10

14" 16" 20"

8" THRU 10"

4" THRU 6"

20" THRU 24"

12" THRU 18"

19.6 12.7 9.7

10.17.212" 5.5

0.7

7.8 5.0 3.9

2.0 2.9

1.3

SEE NOTE 8

UNDISTURBED EARTH (TYP.)

BEARING AREA (TYP.)

POURED CONCRETE BLOCKS (TYP.)

VERTICAL BEND

2.6

MIN. DEPTH OF BURY

AS SPECIFIED (TYP.)

DOUBLE ANCHOR

GALVANIZED RODS

BITUMASTIC COATED

AND EMBEDDED 30" IN

CONCRETE

PIPE

FITTING

SIZES TEE &

END

90°

BEND

45° BENDS

& WYES

22 1/2°

BEND

11 1/4°

BEND

ANCHOR ROD SIZE

PIPE SIZE ROD SIZE

BEARING AREA OF BLOCK IN SQ.FT.

PLACE DOUBLE LAYER OF TAR PAPER

BETWEEN CONCRETE BLOCKING AND

PLUG TO PERMIT EASY REMOVAL FOR

FUTURE EXTENSION OF WATER MAIN

6" SCHEDULE 40 DUCTILE IRON PIPE BOLLARD

FILLED WITH CONCRETE. PAINT WITH 2

COATS OF RUST INHIBITING PRIMER AND

COVER WITH 1/8" THICK PLASTIC BOLLARD

COVER, COLOR DARK BROWN (FEDERAL

STANDARD 595 B #20040)

2 COATS OF PAINT

REQUIRED TO THIS LEVEL

UNDISTURBED SOIL

2'-0"

6" 3'

-0

CONC. FILL 4000 PSI

3"3"

4' -0

EXPANSION JOINT SEALED WITH

WATER AND JET FUEL RESISTANT

JOINT SEALANT

UNPAINTED PORTION OF

BOLLARD SHALL BE PAINTED

WITH 2 COATS OF RUST

INHIBITING PRIMER

CORE EXISTING PAVEMENT

FOR CLEAN STRAIGHT

PAVEMENT INTERFACE. USE

SONOTUBE FOR

CONSTRUCTION OF BOLLARD.

FINISHED GRADE

PAVEMENT

EXISTING PAVEMENT

NOTE:

1. CONFIRM BOLLARD COLOR SELECTION WITH CONTRACTING OFFICER'S REPRESENTATIVE PRIOR

TO PURCHASING OF MATERIALS.

2. SUBGRADE TO BE COMPACTED TO 12" DEPTH AND TO AT LEAST 95 PERCENT LABORATORY

MAXIMUM DENSITY

FINISHED GRADE

ROUNDED TOP

GROUND LINE

ADJUSTABLE VALVE

BOX

C CROSS

OR TEE

1" CHAMFER WHEN LOCATED

IN AREAS OTHER THAN CONCRETE

#3 Ø BARS @ 8 O.C. EACH

WAY OR EQUIVALENT

VALVE BOX TOP

VALVE BOX AND SETTING

NO SCALE

CAST AROUND THE TOP OF EACH

VALVE BOX A CONCRETE DISK

3'-0" IN DIAMETER X 12" THICK

WHEN VALVES ARE LOCATED IN

ROADS, SIDEWALKS, OR OTHER

PAVED AREAS. VALVE TOP AND

BOX SHALL BE HS-20 RATED.

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

C D

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers New York District

95% SUBMITTAL

DOWELED CONTRACTION JOINT

AT EXISTING PAVEMENT - TYPE X

SCALE: N.T.S.

THICKENED EDGE

EXPANSION JOINT - TYPE B2

SCALE: N.T.S.

BITUMINOUS/ PCC

PAVEMENT JOINT - TYPE S

C-502

CONCRETE

PAVEMENT SECTION

SCALE: N.T.S.

CONTRACTION JOINT COLD

APPLIED SEALANT DETAIL

SCALE: N.T.S.

FIELD POURED

JOINT SEALANT.

DEPTH EQUAL TO

1 - 1.5 TIMES

JOINT WIDTH (W)

BACKER ROD, NON-MOISTURE

ABSORPTIVE NON-REACTIVE

MATERIAL. DIAMETER EQUAL TO

JOINT WIDTH (W) PLUS 1/8"

COMPLETED JOINT

PCC PAVEMENT

SURFACE

ASPHALT PAVEMENT

SURFACEW

1/2" MIN. TO

5/8" MAX.

POURED JOINT SEALANT

RECESSED 1/4" TO 5/16"

BELOW PAVEMENT SURFACE

SAWCUT DEPTH AS

REQUIRED FOR

SEALANT RECESS

AND BACKER ROD

PROTECT

PAVEMENT FACE

BITUMINOUS/ PCC PAVEMENT JOINT

HOT APPLIED SEALANT DETAIL

SCALE: N.T.S.

FIELD POURED SILICONE

JOINT SEALANT.

DEPTH EQUAL TO 0.5 X

JOINT WIDTH (W)

BUTTED JOINT

BACKER ROD, NON-MOISTURE

ABSORPTIVE NON-REACTIVE

MATERIAL. DIAMETER EQUAL TO

JOINT WIDTH (W) PLUS 1/8"

COMPLETED SAWCUT JOINT

PCC PAVEMENT

SURFACE

1/2" MIN. TO

5/8" MAX.

1/4" BEVELED

EDGE (TYP)

POURED JOINT SEALANT

RECESSED 1/4" TO 5/16"

BELOW PAVEMENT SURFACE

SAWCUT DEPTH

AS REQUIRED

FOR SEALANT

RECESS AND

BACKER ROD

FIELD POURED SILICONE

JOINT SEALANT.

DEPTH EQUAL TO 0.5 X

JOINT WIDTH (W)

BACKER ROD, NON-MOISTURE

ABSORPTIVE NON-REACTIVE

MATERIAL. DIAMETER EQUAL TO

JOINT WIDTH (W) PLUS 1/8"

PCC PAVEMENT

SURFACE

1/4" BEVELED

EDGE (TYP)

PREMOLDED JOINT FILLER

FOR FULL DEPTH OF SLAB

COMPLETED JOINT

POURED JOINT SEALANT

RECESSED 1/4" TO 5/16"

BELOW PAVEMENT SURFACE

3/4" MIN. TO

7/8" MAX.

JOINT FILLER

EXTENDS TO

PAVEMENT SURFACE

DURING INITIAL

CONSTRUCTION.

REMOVE JOINT

FILLER AS REQUIRED

FOR SEALANT

RECESS AND

BACKER ROD

EXPANSION AND SLIP JOINT

COLD APPLIED SEALANT DETAIL

SCALE: N.T.S.

LINE

LONGITUDINAL JOINT

W/2

TRANSVERSE

JOINT LINE

O N

O F

N G d d

10" MIN.

DOWEL (TYP)

DOWEL SPACING AT JOINT

CORNERS

MATERIAL SCHEDULE

ITEM SLAB

THICKNESS SIZE SECTION REMARKS

DOWELS 12" PCC

1" DIA. X 20"

LONG @ 15" O.C 32 13 11 EPOXY COATED, INCLUDING ENDS

T/4 (ROUNDED

UP TO NEXT

WHOLE INCH)

SCALE: N.T.S. SCALE: N.T.S.

CONCRETE APRON

SCALE: N.T.S.

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

C D

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers New York District

95% SUBMITTAL

STORM DRAINAGE MANHOLE

NO SCALE

U N

O N

1' -4

F R

R L

11"

C.I. FRAME & COVER

RATED FOR HS-20

PRECAST ECCENTRIC

CONIC SECTION. FLAT

TOP SECTION MAY BE

USED FOR SHALLOW

STRUCTURES.

C.I. FRAME & COVER

2'-0" Ø OPENING

SECTION B-B

U N

O N

1' -4

11"

C.I. FRAME & COVER

RATED FOR HS-20

PRECAST SECTION. FLAT

TOP SECTION MAY BE

USED FOR SHALLOW

STRUCTURES.

C.I. FRAME & GRATE

2'-4" x 3'-0" OPENING

SECTION B-B

2'-0" 2'-0"

SECTION B-B

RISER SECTIONS

(AS NECESSARY)

COMPRESSIBLE

GASKET (TYP)

PRECAST

BASE SECTION

UNDISTURBED SOIL

6" AGGREGATE

BASE

GROUT TO INVERTS

NOTE:

1. PRECAST MANHOLE SECTIONS

REINFORCING SHALL CONFORM TO ASTM

C478.

2. SUBGRADE TO BE COMPACTED TO 12"

DEPTH AND TO AT LEAST 95%

LABORATORY MAXIMUM DENSITY.

PLAN VIEW

U N

O N

36"

24 1/2"

20 5/8"

22'-3/4"

STORM

SEWER

MACHINED

SURFACES

"0" RING SEAL IN

A DOVE-TAIL

GROOVE

2 NON-PENETRATING

PICK HOLES

FINISH FRAME

AND COVER WITH

ONE COAT

ASPHALT PAINT

PIPE BEDDING

SEE DETAIL A3/C-503

PIPE TRENCHING

NO SCALE

18" 15" 12" 10"

48" & LARGER

33" TO 42"

24" TO 30"

21" OR SMALLER

AO.D.A

O .D

./2

O .D

" M

NOTES

1. PROVIDE BEDDING IN ACCORDANCE WITH THE

SPECIFICATIONS.

2. MAXIMUM TRENCH WIDTH "W" TAKEN AT TOP OF PIPE.

PIPE DIA.

"D"

MAXIMUM

"A"

BEDDING MATERIAL

UNDISTURBED SOIL (TYP.)

INITIAL PHASE EROSION CONTROL NOTES:

THE FOLLOWING INITIAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR

TO ANY OTHER CONSTRUCTION ACTIVITY:

1. A STABILIZED CONSTRUCTION ENTRANCE WILL BE CONSTRUCTED AT EACH POINT

OF ENTRY TO OR EXIT FROM THE SITE. IMMEDIATELY AFTER THE ESTABLISHMENT

OF CONSTRUCTION ENTRANCE/EXITS, ALL PERIMETER EROSION CONTROL AND

STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED AS SHOWN ON THE

INITIAL PHASE EROSION CONTROL PLAN.

2. SILT FENCE SHOULD BE INSTALLED AT THE PERIMETER OF THE DISTURBANCE AREA

AS SHOWN ON THE PLAN. THE SILT FENCE SHOULD BE PLACED IN ACCORDANCE

WITH THE THE STANDARDS FOR EROSION CONTROL IN NEW JERSEY. THE SILT

FENCE SHOULD BE KEPT ERECT AT ALL TIMES AND REPAIRED WHEN REQUESTED BY

THE SITE INSPECTOR OR THE PROJECT DESIGN PROFESSIONAL OF RECORD. SILT

SHOULD BE REMOVED WHEN ACCUMULATION REACHES ½ HEIGHT OF THE BANNER.

THE PERIMETER SILT FENCE SHOULD BE INSPECTED DAILY FOR ANY FAILURES. ANY

FAILURES OF SAID FENCING SHOULD BE REPAIRED IMMEDIATELY.

3. INLET SEDIMENT PROTECTION MEASURES SHALL BE INSTALLED ON ALL EXISTING

STORM STRUCTURES AS SHOWN ON THE PLAN. SEE PLAN VIEW FOR SPECIFIC TYPE

OF INLET PROTECTION REQUIRED.

4. ADDITIONAL SILT BARRIERS MUST BE PLACED AS SHOWN ON THE PLAN AS ACCESS

IS OBTAINED DURING CLEARING. NO GRADING SHALL TAKE PLACE UNTIL SILT

BARRIERS ARE CONSTRUCTED AS SHOWN ON THE INITIAL PHASE EROSION

CONTROL PLAN.

5. IF UNFORESEEN CONDITIONS EXIST IN THE FIELD THAT WARRANT ADDITIONAL

EROSION CONTROL MEASURES, THE CONTRACTOR MUST CONSTRUCT ANY

ADDITIONAL EROSION CONTROL DEVICES DEEMED NECESSARY BY THE SITE

INSPECTOR.

6. WITHIN 7 DAYS OF COMPLETING INSTALLATION OF INITIAL EROSION CONTROL

MEASURES, THE SITE CONTRACTOR SHALL SCHEDULE AN INSPECTION BY THE

PROJECT DESIGN PROFESSIONAL. NO OTHER CONSTRUCTION ACTIVITIES SHALL

OCCUR UNTIL THE PROJECT DESIGN PROFESSIONAL APPROVES THE INSTALLATION

OF SAID EROSION CONTROL MEASURES. FAILURE OF OBTAINING THIS INSPECTION

IS A DIRECT VIOLATION OF THE NJPDES PERMIT.

FINAL PHASE EROSION CONTROL NOTES:

THE FOLLOWING EROSION CONTROL MEASURES SHALL BE IMPLEMENTED DURING THE

FINAL PHASE OF CONSTRUCTION:

1. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL

PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY

REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMAND, AND

REPAIR AND/OR CLEAN-OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL

MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLE OR SITE

ONTO PUBLIC ROADWAY OR INTO STORM DRAIN MUST BE REMOVED.

2. SEDIMENT SHALL NOT BE WASHED INTO INLETS. IT SHALL BE REMOVED FROM THE

SEDIMENT TRAPS AND DISPOSED OF AND STABILIZED SO THAT IT WILL NOT ENTER

THE INLETS AGAIN.

3. EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND

DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL

DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE APPROVED PLANS

IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE

PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT

VARIOUS STAGES DURING CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING

EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE

DESIGN PROFESSIONAL IMMEDIATELY.

4. SILT FENCE, SHOULD BE INSTALLED AT THE TOE OF ALL FILL SLOPES AND

TOPSOIL/EARTH STOCKPILE AREAS. THE SILT FENCE SHOULD BE PLACED IN

ACCORDANCE WITH THE THE STANDARDS FOR EROSION CONTROL IN NEW JERSEY.

THE SILT FENCE SHALL BE MAINTAINED UNTIL PERMANENT GROUND COVER IS

ESTABLISHED ON THE SLOPE. SILT SHALL BE REMOVED WHEN ACCUMULATION

REACHES ½ HEIGHT OF THE BARRIER.

5. INLET SEDIMENT PROTECTION MEASURES SHALL BE INSTALLED ON ALL STORM

STRUCTURES AS THEY ARE CONSTRUCTED. SEE PLAN VIEW FOR SPECIFIC TYPE OF

INLET PROTECTION REQUIRED.

6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL

PERMANENT GROUND COVER IS ESTABLISHED.

7. WHEN FINAL STABILIZATION OCCURS, THE CONTRACTOR SHALL REMOVE ALL SILT

FENCES AND INLET PROTECTION BARRIERS.

SITE WETLAND/ STATE WATER/ IMPAIRED STREAM SEGMENT:

THERE ARE NO WETLANDS LOCATED ON OR WITHIN 200 FEET OF THE PROJECT SITE.

THERE ARE STATE WATERS LOCATED ON OR WITHIN 200 FEET OF THE PROJECT SITE.

THE SITE IS NOT LOCATED WITHIN A 100-YEAR FLOOD PLAIN PER FIRM PANEL 34005C0190F DATED DECEMBER 21, 2017.

PROJECT NOTES:

SITE DESCRIPTION, PURPOSE, LOCATION & CONSTRUCTION ACTIVITY:

THE PROJECT SITE IS BOUNDED TO THE NORTH BY BUILDING 1837, A TAXIWAY TO THE EAST, A CONCRETE STORAGE APRON TO THE SOUTH, AND A TAXIWAY TO THE WEST. UNDER EXISTING CONDITIONS, STORMWATER RUNOFF DRAINS TO INLETS SOUTH OF BUILDING 1837, ENTERS AN EXISTING STORM SYSTEM, AND LEAVES THE SITE TO THE WEST.

THE PROPOSED IMPROVEMENTS CONSIST OF THE CONSTRUCTION OF A BUILDING ADDITION TO THE SOUTH OF EXISTING BUILDING 1837, A NEW CONCRETE APRON TO THE SOUTH OF THE BUILDING ADDITION, NEW STORM PIPE, AND WATER REROUTE OF AN EXISTING WATER LINE. THE PROJECT SITE WILL RESULT IN AN INCREASE IN IMPERVIOUS AREA, BUT THE NEW

IMPERVIOUS AREA WILL BE LESS THAN 1/4 ACRE.

TOTAL SITE AREA: 0.59 AC

TOTAL DISTURBED AREA: 0.59 AC

RECEIVING WATERS FROM THE SITE: SOUTH RUN

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

C D

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers New York District

95% SUBMITTAL

BEGIN CONSTRUCTION

CONSTRUCTION STAGING AREAS, SITE ACCESS AND LIMITS OF CONSTRUCTION SHALL BE COORDINATED

WITH ANY SECONDARY OR TERTIARY PERMITTEES.

NJPDES NOTES:

1. A REPORT OF COMPLIANCE MUST BE OBTAINED FROM THE DISTRICT PRIOR TO RECEIVING A CERTIFICATE OF

OCCUPANCY FROM THE MUNICIPALITY. A REQUEST FOR A DISTRICT INSPECTION FOR THE RELEASE OF A REPORT OF COMPLIANCE MUST BE MADE 5 WORKING DAYS IN ADVANCE. THIS APPLIES TO BOTH COMPLETE (FINAL) AND CONDITIONAL (TEMPORARY) CERTIFICATES. ALL STREETS AND UNITS MUST BE PROPERLY IDENTIFIED. A REPORT OF COMPLIANCE WILL NOT BE RELEASED FOR A UNIT IF IT CAN NOT BE IDENTIFIED. IDENTIFY ALL UNITS AT THE SITE

BY BLOCK, LOT, AND STREET ADDRESS.

2. REMOVE ANY SEDIMENT THAT MAY BE SPILLED, DROPPED OR TRACKED OFF THE PROJECT SITE.

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.