Pages_from_Package_1_-_KC46_-_2-Bay_Hangar_-_Plans-1.pdf

PDF 43 MB Posted Nov 2, 2018

Attached to: KC 46A Two Bay General Purpose MX Hangar Federal contract opportunity
Solicitation number: W912DS-19-R-0001
Issued by: Department of the Army Corps of Engineers Engineering District New York

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Plans 1

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Other files for this federal contract opportunity

Other files attached to KC 46A Two Bay General Purpose MX Hangar, newest first.
File	Type	Posted
Amendment_0009.pdf	PDF	Jan 7, 2019
Amendment_0007.pdf	PDF	Jan 3, 2019
hangar_site_visit_sign_in_12.27.18.pdf	PDF	Jan 3, 2019
Amendment_0008.pdf	PDF	Jan 3, 2019
Amendment_0008_Plan.pdf	PDF	Jan 3, 2019
Amendment_0008_Spec.pdf	PDF	Jan 3, 2019
Amendment_0006_-_2-Bay_MX_Hangar_Plans.docx.pdf	PDF	Dec 21, 2018
Appendix_Q_-_KC46_2-Bay_Hangar_Soil_Erosion_Plans.pdf	PDF	Dec 21, 2018
Amedment_0006.pdf	PDF	Dec 21, 2018
Amendment_0006_-_2-Bay_MX_Hangar_Specs.pdf	PDF	Dec 21, 2018
Amendment_0005.pdf	PDF	Dec 19, 2018
Amendment_0004.pdf	PDF	Dec 13, 2018
Amendment_0003_-KC46_2-Bay_Hangar_-_Specs.pdf	PDF	Dec 12, 2018
Amendment_0003.pdf	PDF	Dec 12, 2018
Appendix_P_-_Site_Visit_14_NOV_2_Bay_Hanger.pdf	PDF	Dec 12, 2018
Amendment_0003_-KC46_2-Bay_Hangar_-_Plans.pdf	PDF	Dec 12, 2018
W912DS19R0001-0002.pdf	PDF	Nov 30, 2018
Amendment_0001.pdf	PDF	Nov 6, 2018
Appendix_G_-_KC46_2-Bay_Hangar_CADD_Files_(Aval_After_Award).pdf	PDF	Nov 6, 2018
Appendix_B_-_As-Built_Drawings_For_Buildings_1801_and_1823.pdf	PDF	Nov 6, 2018
Package_2_-_KC46_-_2-Bay_Hangar_-_Specifications.pdf	PDF	Nov 2, 2018
Package_4_-_KC46_-_2-Bay_Hangar_-_FFE.pdf	PDF	Nov 2, 2018
Package_3_-_KC46_-_2-Bay_Hangar_-_CID.pdf	PDF	Nov 2, 2018
Pages_from_Package_1_-_KC46_-_2-Bay_Hangar_-_Plans_2.pdf	PDF	Nov 2, 2018
Appendix_O_-_Hangar_Acceptance_Test_Procedures_AFCEC.pdf	PDF	Nov 2, 2018
Appendix_F_-_USACE_Joint_Base_MDL_HazMat_Assessment_Report_5-8-18_(KM).pdf	PDF	Nov 2, 2018
Appendix_I_-_SOO-KC-46A_Beddown.pdf	PDF	Nov 2, 2018
Appendix_C_-_Sustainability_Checklists_and_References.pdf	PDF	Nov 2, 2018
Appendix_D_-_Hydrant_Flow_Test.pdf	PDF	Nov 2, 2018
Appendix_L_-__McGuire_Environmental_Survey_of_B1801_and_B1823_(September_1999).pdf	PDF	Nov 2, 2018
W912DS19R0001.pdf	PDF	Nov 2, 2018
Appendix_N_-_KC-46A_MOB_4_Public_FEIS_ExecSumm_June_2018.pdf	PDF	Nov 2, 2018
Appendix_M_-_Soil_Contamination_Maps.pdf	PDF	Nov 2, 2018
Appendix_E_-_McGuire_KC-46A_Two-Bay_MX_Hangar_Geotech_Report.pdf	PDF	Nov 2, 2018
Appendix_J_-_ATFP_Flightline_Securitypdf.pdf	PDF	Nov 2, 2018
Appendix_B_-_As-Built_Drawings_For_Buildings_1801_and_1823.pdf	PDF	Nov 2, 2018
Appendix_K_-_KC46_-_Apron_and_Fuel_Hydrant_Relocation.pdf	PDF	Nov 2, 2018
Appendix_A_-SOW_Attachment_2_-_AMRS_Meter_Specifications_dated_28_January_2016.pdf	PDF	Nov 2, 2018
Appendix_H_-_JB_MDL_-_Pavement_Evaluation_Report_North_of_1837.pdf	PDF	Nov 2, 2018

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US Army Corps of Engineers ®

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE.:

VOLUME:

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NEW YORK DISTRICT

JOINT BASE MCGUIRE/DIX/LAKEHURST, NEW JERSEY

KC-46A TWO BAY GENERAL PURPOSE MX HANGAR

BUILDING 1810

W912DS-19-R-0001

SEPTEMBER 2018

PROJECT NUMBER: PTFL163019

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US Army Corps of Engineers ®

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EL105 ELECTRICAL LIGHTING PLAN - AREA D

EL106 ELECTRICAL LIGHTING PLAN - AREA E

EL107 ELECTRICAL LIGHTING PLAN - AREA F

EL108 ELECTRICAL LIGHTING PLAN - AREA G

EL501 ELECTRICAL LIGHTING DETAILS

EL502 ELECTRICAL LIGHTING DETAILS

EL601 ELECTRICAL LIGHTING SCHEDULES

EL602 LIGHTING CONTROL SCHEDULE

EP101 ELECTRICAL POWER OVERALL PLAN

EP102 ELECTRICAL POWER PLAN - AREA A

EP103 ELECTRICAL POWER PLAN - AREA B

EP104 ELECTRICAL POWER PLAN - AREA C

EP105 ELECTRICAL POWER PLAN - AREA D

EP106 ELECTRICAL POWER PLAN - AREA E

EP107 ELECTRICAL POWER PLAN - AREA F

EP108 ELECTRICAL POWER PLAN - AREA G

EP401 ELECTRICAL POWER ENLARGED PLANS

EP501 ELECTRICAL POWER DETAILS

EP601 ELECTRICAL POWER ONE-LINE

EP602 ELECTRICAL POWER FEEDER SCHEDULE

EP603 ELECTRICAL POWER PANEL SCHEDULES

EP604 ELECTRICAL POWER PANEL SCHEDULES

EP605 ELECTRICAL POWER PANEL SCHEDULES

EP606 ELECTRICAL POWER SCHEDULES

EP607 ELECTRICAL POWER PANEL SCHEDULES

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS LEGEND & ABBREVIATIONS

T-101 TELECOMMUNICATIONS OVERALL PLAN

T-102 TELECOMMUNICATIONS PLAN - AREA A

T-103 TELECOMMUNICATIONS PLAN - AREA B

T-104 TELECOMMUNICATIONS PLAN - AREA C

T-105 TELECOMMUNICATIONS PLAN - AREA D

T-106 TELECOMMUNICATIONS PLAN - AREA E

T-107 TELECOMMUNICATIONS PLAN - AREA F

T-108 TELECOMMUNICATIONS PLAN - AREA G

T-401 TELECOMMUNICATIONS ENLARGED PLANS

T-501 TELECOMMUNICATIONS SYSTEM DETAILS

T-502 TELECOMMUNICATIONS SYSTEM DETAILS

T-601 TELECOMMUNICATIONS RISER DIAGRAM

T-602 TELECOMMUNICATIONS OSP RISER DIAGRAMS

TY101 SPECIAL SYSTEMS OVERALL PLAN

TY102 SPECIAL SYSTEMS PLAN - AREA A

TY103 SPECIAL SYSTEMS PLAN - AREA B

TY104 SPECIAL SYSTEMS PLAN - AREA C

TY105 SPECIAL SYSTEMS PLAN - AREA D

TY106 SPECIAL SYSTEMS PLAN - AREA E

TY107 SPECIAL SYSTEMS PLAN - AREA F

TY108 SPECIAL SYSTEMS PLAN - AREA G

TY501 SPECIAL SYSTEMS DETAILS

TY601 SECURITY/ACCESS CONTROL RISER DIAGRAM

P-101 UNDERSLAB PLUMBING FLOOR PLAN

P-102 UNDERSLAB PLUMBING PLAN - AREA A

P-103 UNDERSLAB PLUMBING PLAN - AREA B

P-104 UNDERSLAB PLUMBING PLAN - AREA C

P-105 UNDERSLAB PLUMBING PLAN - AREA G

P-106 ABOVE FLOOR PLUMBING PLAN

P-107 ABOVE FLOOR PLUMBING PLAN - AREA A

P-108 ABOVE FLOOR PLUMBING PLAN - AREA B

P-109 ABOVE FLOOR PLUMBING PLAN - AREA C

P-110 ABOVE FLOOR PLUMBING PLAN - AREA D

P-111 ABOVE FLOOR PLUMBING PLAN - AREA E

P-112 ABOVE FLOOR PLUMBING PLAN - AREA F

P-113 ABOVE FLOOR PLUMBING PLAN - AREA G

P-401 PLUMBING ENLARGED PLANS

P-402 PLUMBING ENLARGED PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-602 PLUMBING SCHEDULES

P-901 PLUMBING ISOMETRICS

P-902 PLUMBING ISOMETRICS

P-903 PLUMBING ISOMETRICS

P-904 PLUMBING ISOMETRICS

P-905 PLUMBING ISOMETRICS

P-906 PLUMBING ISOMETRICS

P-907 PLUMBING ISOMETRICS

P-908 PLUMBING ISOMETRICS

P-909 PLUMBING ISOMETRICS

P-910 PLUMBING ISOMETRICS

P-911 PLUMBING ISOMETRICS

P-912 PLUMBING ISOMETRICS

P-913 PLUMBING ISOMETRICS

MECHANICAL

M-001 MECHANICAL LEGEND & ABBREVIATIONS

M-002 MECHANICAL GENERAL NOTES

M-101 MECHANICAL OVERALL PLAN

M-102 MECHANICAL PLAN - AREA A

M-103 MECHANICAL PLAN - AREA B

M-104 MECHANICAL PLAN - AREA C

M-105 MECHANICAL PLAN - AREA D

M-106 MECHANICAL PLAN - AREA E

M-107 MECHANICAL PLAN - AREA F

M-108 MECHANICAL PLAN - AREA G

M-109 MECHANICAL OVERALL ROOF PLAN

M-110 MECHANICAL ROOF PLAN - AREA A

M-111 MECHANICAL ROOF PLAN - AREA B

M-112 MECHANICAL ROOF PLAN - AREA C

M-113 MECHANICAL ROOF PLAN - AREA D

M-114 MECHANICAL ROOF PLAN - AREA E

M-115 MECHANICAL ROOF PLAN - AREA F

M-116 MECHANICAL ROOF PLAN - AREA G

M-301 MECHANICAL SECTIONS

M-302 MECHANICAL SECTIONS

M-303 MECHANICAL SECTIONS

M-304 MECHANICAL SECTIONS

M-401 MECHANICAL ENLARGED PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES & DIAGRAMS

M-602 MECHANICAL SCHEDULES & DIAGRAMS

M-603 MECHANICAL SCHEDULES & DIAGRAMS

M-701 CONTROLS LEGEND

M-702 CONTROLS

M-703 CONTROLS

M-704 CONTROLS

M-705 CONTROLS

M-706 CONTROLS

M-707 CONTROLS

M-708 CONTROLS

M-709 CONTROLS

M-710 CONTROLS

M-711 CONTROLS

ELECTRICAL

E-001 ELECTRICAL LEGEND & ABBREVIATIONS

E-101 HAZARDOUS (CLASSIFIED) LOCATION PLAN

EG101 OVERALL GROUNDING PLAN

EG102 LIGHTNING PROTECTION ROOF PLAN

EG501 ELECTRICAL GROUNDING DETAILS

EG502 ELECTRICAL GROUNDING DETAILS

EL101 ELECTRICAL LIGHTING OVERALL PLAN

EL102 ELECTRICAL LIGHTING PLAN - AREA A

EL103 ELECTRICAL LIGHTING PLAN - AREA B

AE303 BUILDING SECTIONS

AE304 BUILDING SECTIONS

AE305 BUILDING SECTIONS

AE310 WALL SECTIONS

AE311 WALL SECTIONS

AE312 WALL SECTIONS

AE313 WALL SECTIONS

AE314 WALL SECTIONS

AE315 WALL SECTIONS

AE316 WALL SECTIONS

AE317 WALL SECTIONS

AE401 ENLARGED PLANS

AE402 ENLARGED UTILITY YARD PLANS

AE501 PLAN DETAILS

AE502 PLAN DETAILS

AE503 DETAILS

AE504 DETAILS

AE505 DETAILS

AE510 DOOR DETAILS

AE511 DOOR DETAILS

AE512 VERTICAL LIFT FABRIC DOOR DETAILS

AE513 CATWALK DETAILS

AE514 CATWALK DETAILS

AE520 ROOF DETAILS

AE601 DOOR SCHEDULE

AE602 INSULATED TRANSLUCENT SANDWICH PANEL SCHEDULE/

ELEVATIONS

AF101 FLOOR STRIPING PLAN

AF501 STRIPING DETAILS

AF601 ROOM FINISH SCHEDULE/ FINISH MATERIALS LIST

AI201 TYPICAL ABA MOUNTING LOCATIONS

AI202 INTERIOR ELEVATIONS

AI203 INTERIOR ELEVATIONS

AI204 INTERIOR ELEVATIONS

AI205 INTERIOR ELEVATIONS

AI501 MILLWORK DETAILS

AI502 MILLWORK DETAILS

INTERIOR

IF101 FURNITURE PLAN - OVERALL

IF102 FURNITURE PLAN - AREA A

IF103 FURNITURE PLAN - AREA B

IG101 SIGNAGE PLAN - AREA A

IG102 SIGNAGE PLAN - AREA B

IG103 SIGNAGE PLAN - AREA C

IG104 SIGNAGE PLAN - AREA D

IG105 SIGNAGE PLAN - AREA E

IG106 SIGNAGE PLAN - AREA F

IG107 SIGNAGE PLAN - AREA G

IG501 SIGN TYPES

IG601 SIGNAGE SCHEDULE

FIRE ALARM

FA101 FIRE ALARM FLOOR PLAN - OVERALL

FA102 FIRE ALARM FLOOR PLAN - AREA A

FA103 FIRE ALARM FLOOR PLAN - AREA B

FA104 FIRE ALARM FLOOR PLAN - AREA C

FA105 FIRE ALARM FLOOR PLAN - AREA D

FA106 FIRE ALARM FLOOR PLAN - AREA E

FA107 FIRE ALARM FLOOR PLAN - AREA F

FA108 FIRE ALARM FLOOR PLAN - AREA G

FA501 FIRE ALARM - SEQUENCE OF OPERATIONS

FA502 FIRE ALARM - DETAILS

FIRE PROTECTION

FX101 FIRE PROTECTION FLOOR PLAN - OVERALL

FX102 FIRE PROTECTION FLOOR PLAN - AREA A

FX103 FIRE PROTECTION FLOOR PLAN - AREA B

FX104 FIRE PROTECTION FLOOR PLAN - AREA C

FX105 FIRE PROTECTION FLOOR PLAN - AREA D

FX106 FIRE PROTECTION FLOOR PLAN - AREA E

FX107 FIRE PROTECTION FLOOR PLAN - AREA F

FX108 FIRE PROTECTION FLOOR PLAN - AREA G

FX109 HI-EX FOAM GENERATORS FLOOR PLAN

FX110 RELEASING SYSTEM FLOOR PLAN

FX400 FIRE PROTECTION ENLARGED FLOOR PLAN - FIRE PUMP ROOM

# 13

FX401 FIRE PROTECTION ENLARGED FLOOR PLAN - FIRE RISER

ROOM #126

FX501 FIRE PROTECTION - DETAILS

FX502 FIRE PROTECTION - DETAILS

LP001 LIFE SAFETY CODE SUMMARY

LP101 LIFE SAFETY PLAN

LP102 LIFE SAFETY PLAN

PLUMBING

P-001 PLUMBING LEGEND & ABBREVIATIONS

S-115 BOTTOM TRUSS CHORD FRAMING PLAN -AREA F

S-116 BOTTOM TRUSS CHORD FRAMING PLAN -AREA G

S-120 STRUCTURAL ROOF FRAMING PLAN -OVERALL

S-121 STRUCTURAL ROOF FRAMING PLAN -AREA A

S-122 STRUCTURAL ROOF FRAMING PLAN -AREA B

S-123 STRUCTURAL ROOF FRAMING PLAN -AREA C

S-124 STRUCTURAL ROOF FRAMING PLAN -AREA D

S-125 STRUCTURAL ROOF FRAMING PLAN -AREA E

S-126 STRUCTURAL ROOF FRAMING PLAN -AREA F

S-127 STRUCTURAL ROOF FRAMING PLAN -AREA G

S-130 AIRCRAFT FALL PROTECTION RAIL SYSTEM PLAN

S-140 CONCRETE DECK AT SHOPS

S-141 CONCRETE DECK AT PUMP ROOMS

S-150 CATWALK AT HANGAR

S-160 UPPER CATWALK PLANS

S-170 UTILITY YARD PLANS

S-201 WEST STRUCTURAL FRAMING ELEVATION

S-202 EAST STRUCTURAL FRAMING ELEVATION

S-203 FRAMING ELEVATION AT GRID LINE E

S-204 FRAMING ELEVATIONS AT GRID LINES 7, 18, AND A

S-205 FRAMING ELEVATION AT GRID LINE D

S-206 FRAMING ELEVATION AT GRID LINE 13

S-207 FRAMING ELEVATION AT GRID LINE P BETWEEN 1 AND 13

S-208 FRAMING ELEVATION AT GRID LINE P BETWEEN 13 AND 24

S-209 FRAMING ELEVATION AT GRID LINE O BETWEEN 1 AND 13

S-210 FRAMING ELEVATION AT GRID LINE O BETWEEN 13 AND 24

S-211 FRAMING ELEVATIONS

S-220 WEST GIRT ELEVATION

S-221 EAST GIRT ELEVATION

S-222 SOUTH GIRT ELEVATION AT GRID P BETWEEN 1 AND 13

S-223 SOUTH GIRT ELEVATION AT GRID P BETWEEN 13 AND 24

S-224 GIRT ELEVATIONS AT GRIDS 7, 18, A

S-225 GIRT ELEVATION AT GRID LINE E

S-226 GIRT ELEVATION AT GRID LINE I

S-301 STRUCTURAL TRUSSES 1 AND 2

S-302 STRUCTURAL TRUSSES 3 AND 4

S-303 STRUCTURAL TRUSSES 5 AND 6

S-304 STRUCTURAL TRUSSES 7, 8, AND 9

S-305 STRUCTURAL TRUSSES 10, 11, AND 12

S-306 STRUCTURAL TRUSSES 13 AND 14

S-501 FOUNDATION DETAILS

S-502 FOUNDATION DETAILS

S-503 FOUNDATION DETAILS

S-504 FOUNDATION DETAILS

S-505 FOUNDATION DETAILS

S-506 TYPICAL BASE PLATE DETAILS

S-510 TYPICAL MASONRY DETAILS

S-511 TYPICAL STEEL DETAILS, SHEET 1

S-512 TYPICAL STEEL DETAILS, SHEET 2

S-513 FRAMING SECTIONS AND DETAILS

S-514 FRAMING SECTIONS AND DETAILS

S-515 FRAMING SECTIONS AND DETAILS

S-601 WIND AND SNOW LOAD DIAGRAMS AND SCHEDULES

S-602 STRUCTURAL SCHEDULES, SHEET 1

S-603 STRUCTURAL SCHEDULES, SHEET 2

ARCHITECTURAL

A-001 LEGENDS, ABBREVIATIONS, & GENERAL NOTES

A-002 TYPICAL WALL TYPES

A-003 AIR BARRIER PLAN - OVERALL

AE101 FLOOR PLAN - OVERALL

AE102 FLOOR PLAN - AREA A

AE103 FLOOR PLAN - AREA B SHOPS

AE104 FLOOR PLAN - AREA B HANGAR

AE105 FLOOR PLAN - AREA C

AE106 FLOOR PLAN - AREA D

AE107 FLOOR PLAN - AREA E

AE108 FLOOR PLAN - AREA F

AE109 FLOOR PLAN - AREA G

AE110 REFLECTED CEILING PLAN - OVERALL

AE111 REFLECTED CEILING PLAN - AREA A

AE112 REFLECTED CEILING PLAN - AREA B SHOPS

AE113 REFLECTED CEILING PLAN - AREA B HANGAR

AE114 REFLECTED CEILING PLAN - AREA C

AE115 REFLECTED CEILING PLAN - AREA D

AE116 REFLECTED CEILING PLAN - AREA E

AE117 REFLECTED CEILING PLAN - AREA F

AE118 REFLECTED CEILING PLAN - AREA G

AE120 ROOF PLAN

AE201 ELEVATIONS

AE202 ELEVATIONS

AE203 ELEVATIONS

AE301 BUILDING SECTIONS

AE302 BUILDING SECTIONS

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-003 LOCATION PLAN

SURVEY

VF101 EXISTING CONDITIONS PLAN

VF102 EXISTING CONDITIONS PLAN

VF103 EXISTING CONDITIONS PLAN

VF104 EXISTING CONDITIONS PLAN

VF105 EXISTING CONDITIONS PLAN

CIVIL

C-001 CIVIL LEGEND AND ABBREVIATIONS

C-002 CIVIL GENERAL NOTES

C-003 OVERALL PROJECT PLAN

C-004 HAUL ROUTE PLAN

CD101 DEMOLITION PLAN - 1

CD102 DEMOLITION PLAN - 2

CD103 DEMOLITION PLAN - 3

CD104 DEMOLITION PLAN - 4

CD105 DEMOLITION PLAN - 5

CD106 DEMOLITION PLAN - 6

CD501 DEMOLITION DETAILS

CS101 SITE PLAN - 1

CS102 SITE PLAN - 2

CS103 SITE PLAN - 3

CS104 SITE PLAN - 4

CS501 SITE DETAILS

CS502 FENCE DETAILS

CS503 FENCE DETAILS

CS504 FENCE DETAILS

CP101 AIRFIELD PAVING PLAN - 1

CP102 AIRFIELD PAVING PLAN - 2

CP103 AIRFIELD PAVING PLAN - 3

CP104 AIRFIELD MARKING PLAN - 1

CP105 AIRFIELD MARKING PLAN - 2

CP110 CIVIL PAVING PLAN

CP501 AIRFIELD PAVING DETAILS

CP502 AIRFIELD PAVING DETAILS

CP503 AIRFIELD PAVING DETAILS

CG101 GRADING AND DRAINAGE PLAN - 1

CG102 GRADING AND DRAINAGE PLAN - 2

CG103 GRADING AND DRAINAGE PLAN - 3

CG104 GRADING AND DRAINAGE PLAN - 4

CG105 GRADING AND DRAINAGE PLAN - 5

CG106 GRADING AND DRAINAGE PLAN - 6

CG107 HANGAR GRADING PLAN

CG501 GRADING AND DRAINAGE DETAILS

CU101 UTILITY PLAN - 1

CU102 UTILITY PLAN - 2

CU103 UTILITY PLAN - 3

CU104 UTILITY PLAN - 4

CU201 STORM DRAIN LINE A PROFILE

CU202 STORM DRAIN LINE B PROFILE AND SANITARY SERVICE

PROFILE

CU501 UTILITY DETAILS

CU502 UTILITY DETAILS

EC501 CATHODIC DETAILS

ELECTRICAL SITE

ES101 ELECTRICAL SITE PLAN

ES102 ELECTRICAL SITE PLAN

ES103 ELECTRICAL SITE PLAN

ES104 ELECTRICAL SITE PLAN

ES105 ELECTRICAL SITE PLAN

ES501 ELECTRICAL SITE DETAILS

ES601 ELECTRICAL SITE ONE-LINE DEMOLITION

ES602 ELECTRICAL SITE ONE-LINE NEW WORK

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 GENERAL STRUCTURAL NOTES AND ABBREVIATIONS

S-101 STRUCTURAL FOUNDATION PLAN -OVERALL

S-102 STRUCTURAL FOUNDATION PLAN -AREA A

S-103 STRUCTURAL FOUNDATION PLAN -AREA B

S-104 STRUCTURAL FOUNDATION PLAN -AREA C

S-105 STRUCTURAL FOUNDATION PLAN -AREA D

S-106 STRUCTURAL FOUNDATION PLAN -AREA E

S-107 STRUCTURAL FOUNDATION PLAN -AREA F

S-108 STRUCTURAL FOUNDATION PLAN -AREA G

S-110 BOTTOM TRUSS CHORD FRAMING PLAN -OVERALL

S-111 BOTTOM TRUSS CHORD FRAMING PLAN -AREA B

S-112 BOTTOM TRUSS CHORD FRAMING PLAN -AREA C

S-113 BOTTOM TRUSS CHORD FRAMING PLAN - AREA D

S-114 BOTTOM TRUSS CHORD FRAMING PLAN -AREA E

CAPE MAY

CUMBERLAND

ATLANTIC

SALEM

GLOUCESTER

CAMDEN

BURLINGTON

OCEAN

MONMOUTH

MERCER

MIDDLESEX

SOMERSET

HUNTERDON

WARREN

SUSSEX

PASSAIC

BERGEN

MORRIS

UNION

ESSEX

BASEBALL FIELD

X X

X XX

XXXX

XX X

X X

X X X

X X

W R

T S

T O

W N

O O

K S

T O

W N

R O

A D

BASEBALL FIELD

M c

COOKSTOWN

FORT DIX

McGUIRE AFB

X X

McGUIRE AFB

PROJECT SITE

VICINITY MAP

NO SCALE

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NEW JERSEY STATE MAP

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RTA SUBMITTAL

EDGE OF PAVEMENT

CURB

DEPRESSED CURB

SANITARY SEWER MANHOLE

DRAINAGE MANHOLE

DRAINAGE INLET

CHAIN LINK FENCE

FIRE HYDRANT

WATER VALVE

MONITORING WELL

GAS VALVE

LIGHT POLE

ELECTRIC MARK-OUT

HANDICAP PARKING

UTILITY POLE

IRON PIN/BAR

CONTROL POINT

MONUMENT

SOIL BORING

X X X

TELEPHONE MANHOLE

ELECTRIC MANHOLE

DOUBLE INLET

BOLLARD

UTILITY BOX

UTILITY MANHOLE

SEWER COVER

UTILITY VALVE

WATER MANHOLE

GAS MANHOLE

DRAINAGE INLET (ROUND)

EMERGENCY SHUT-OFF

COMMUNICATION MANHOLE

VENT

CLEANOUT

TACTILE PAD

TREES

GROUNDING BOLT

CATHODIC TEST STATION

SIGN

FUEL LOW POINT DRAIN

FUEL HIGH POINT VENT

FUEL HYDRANT

DEMOLISH AND REMOVE

BUILDING

DEMOLISH AND REMOVE

CONCRETE

DEMOLISH AND REMOVE

ASPHALT

REMOVE ENTITY

DEMOLISH AND REMOVE

LANDSCAPE ISLAND

X X X X X X X REMOVE UTILITY

W W

SAN

WATER

SANITARY SEWER

STORM SEWER

NATURAL GAS

LPG

JET FUEL

E E

ELECTRICAL

F F

FIRE PROTECTION

COMM

COMMUNICATION

W W

SAN

WATER

SANITARY SEWER

STORM SEWER

PROPOSED UTILITY LEGEND

NATURAL GAS

F F F

FIRE PROTECTION

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

D STORM MANHOLE

STORM DRAIN INLET

WATER GATE VALVE

ASPHALT PAVEMENT

SECURITY FENCE

AIRCRAFT CONCRETE PAVEMENT

X X X

39' AT/FP STANDOFF

LANDSCAPE AREA

VEHICLE CONCRETE PAVEMENT

BUILDING

BUILDING NUMBER, TYP.

PROPOSED 1' CONTOUR

PROPOSED 0.5' CONTOUR119.5

EXISTING 1' CONTOUR

EXISTING 0.5' CONTOUR

119.5

* THE LIST OF ABBREVIATIONS AND THE LEGENDS

MAY CONTAIN ITEMS THAT ARE NOT SHOWN WITHIN

THE DRAWINGS AND DO NOT OCCUR IN THE PROJECT.

AC ACRE OR ASBESTOS CEMENT

AGGR AGGREGATE

ALUM ALUMINUM

ASPH ASPHALT CEMENT

ASSY ASSEMBLY

B BACKWASH

BC BACK OF CURB

BCCMP BITUMINOUS COATED

CORRUGATED METAL PIPE

BE BOTTOM ELEVATION

BFP BACKFLOW PREVENTER

BITUM BITUMINOUS

BLDG BUILDING

BLV BALL VALVE

BM BENCHMARK

BV BUTTERFLY VALVE

BW BACK OF WALL

C CHORD

CATV CABLE TELEVISION

CATVo CABLE TELEVISION (OVERHEAD)

CATVu CABLE TELEVISION (UNDERGROUND)

CB CATCH BASIN

CC CENTER TO CENTER

CES CIVIL ENGINEERING SQUADRON

CF CUBIC FEET

C&G CURB & GUTTER

ChL CHORD LENGTH

ChB CHEMICAL TREATMENT

CI CURB INLET

CISP CAST IRON SOIL PIPE

CL CENTERLINE

CLR CLEAR

CMH COMMUNICATIONS MANHOLE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

CMU CONCRETE MASONRY UNIT

COL COLUMN LINE

CONC CONCRETE

COND CONDENSATE

CONN CONNECTION

COR CONTRACTING OFFICER'S REPRESENTATIVE

CP CARPOOL PARKING SPACE

CV CHECK VALVE

CY CUBIC YARDS

D MAIN DRAIN

DA DRAINAGE AREA

DB DRAIN BASIN

DI DROP INLET

DIA DIAMETER

DIP DUCTILE IRON PIPE

DW DOMESTIC WATER

DWCPP DOUBLE-WALLED CORRUGATED PLASTIC PIPE

DWCB DOUBLE-WING CATCH BASIN

DWG DRAWING

E EAST

Eo ELECTRICAL CABLE (OVERHEAD)

Eu ELECTRICAL CABLE (UNDERGROUND)

EF EACH FACE

EL ELEVATION

ELEV ELEVATION

EMH ELECTRICAL MANHOLE

EOP EDGE OF PAVEMENT

ESMT EASEMENT

EW EACH WAY

EX EXISTING

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F FILTER RETURN

FES FLARED END SECTION

FEV FUEL EFFICIENT VEHICLE

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FIN FINISHED

FL FLOW LINE

FM FORCE MAIN

FP FIRE PROTECTION

FS FLOW SWITCH

FT FEET or FOOT

FW FIRE WATER

GAL GALLON

GALV GALVANIZED

GE GUTTER ELEVATION

GLV GLOBE VALVE

GP GUARD POST

GPM GALLONS PER MINUTE

GS GALVANIZED STEEL

GV GATE VALVE

HC HANDICAPPED PARKING

HDCP HANDICAPPED

HDPE HIGH-DENSITY POLYETHYLENE PIPE

HDWL HEADWALL

HG HYDROGEN GAS

HP HIGH POINT

HTW HIGH TEMPERATURE WATER

HW HARDWOOD TREE

HR HIGH TEMPERATURE, HIGH PRESSURE WATER RETURN

HS HIGH TEMPERATURE, HIGH PRESSURE WATER SUPPLY

IAW IN ACCORDANCE WITH

ID INSIDE DIAMETER

IE INVERT ELEVATION

IP IRON PIN

IPF IRON PIN FOUND

IPS IRON PIN SET

JB JUNCTION BOX

JBMDL JOINT BASE McGUIRE-DIX-LAKEHURST

L LENGTH

LF LINEAR FEET or LINEAR FOOT

LP LOW POINT

LA LANDSCAPE AREA

MAX MAXIMUM

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

MJ MECHANICAL JOINT

MON MONUMENT

MTR METER

M/U MAKE-UP

MW MONITORING WELL

N NORTH

N/A NOT APPLICABLE

NaOCL SODIUM HYPOCHLORITE SOLUTION

NG NATURAL GAS

NJDOT NEW JERSEY DEPARTMENT OF TRANSPORTATION

NO. NUMBER

NONRCP NON-REINFORCED CONCRETE PIPE

NTS NOT TO SCALE

OC ON CENTER

OCB OUTLET CONTROL BOX

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OHPL OVERHEAD POWER LINE

OT ORNAMENTAL PIPE

PC POINT OF CURVE

PD POSITIVE DISPLACEMENT

PE POLYETHYLENE

PF POINT OF FROG

1/2PF 1/2 POINT OF FROG

PFI POINT OF FROG INTERSECTION

PG PRESSURE GAUGE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

POV PASSENGER OPERATING VEHICLE

PL PROPERTY LINE

PS POINT OF SWITCH

PSF POUNDS PER SQUARE FOOT (or FEET)

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVC POINT OF VERTICAL CURVATURE or POLYVINYLCHLORIDE PIPE

PVMT PAVEMENT

PVT POINT OF VERTICAL INTERSECTION

PW POTABLE WATER

R RADIUS

RCP REINFORCED CONCRETE PIPE

RED REDUCER

REINF REINFORCEMENT

ROW RIGHT OF WAY

RR RAILROAD (COMPANY)

RRT RAILROAD TRACK STRUCTURE

RW RAW WATER

R/W RIGHT OF WAY

S SOUTH or SLOPE

SD STORM DRAIN or STORM SEWER

SHT SHEET

SS or Sx SANITARY SEWER

SSCO SANITARY SEWER CLEANOUT

SSE SANITARY SEWER EASEMENT

SSFM SANITARY SEWERAGE FORCE MAIN

SSMH SANITARY SEWER MANHOLE

ST STORM SEWER

STA STATION

STD STANDARD

STM STEAM

STMH STORM SEWER MANHOLE

SWCB SINGLE-WING CATCH BASIN

T TANGENT

To TELEPHONE (OVERHEAD)

Tu TELEPHONE (UNDERGROUND)

TB THRUST BLOCK

TBM TEMPORARY BENCHMARK

TC TOP OF CURB ELEVATION

TD TRENCH DRAIN

TE TOP ELEVATION

TEL TELEPHONE CABLE

TFTG TOP OF FOOTING

TG TOP OF GRATE ELEVATION

TH THICK

THK THICKNESS

THREL THROAT ELEVATION

TP TOP OF PAVEMENT ELEVATION

TS TOP OF SLAB ELEVATION

TW TOP OF WALL ELEVATION

TYP TYPICAL

UC UNDERGROUND COMMUNICATIONS

UE UNDERGROUND ELECTRICAL

UNO UNLESS NOTED OTHERWISE ON DRAWINGS

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

V/PG VACUUM PRESSURE GAUGE

VP VANPOOL

W WATER or WEST

W/ WITH

WD WIDE

WI WEIR INLET

WS WATER SURFACE

WWF WELDED WIRE FABRIC

ABBREVIATIONS* SITE LEGEND

UTILITY LEGEND

GRADING & DRAINAGE LEGEND

DEMOLITION LEGEND

EXISTING CONDITIONS LEGEND

US Army Corps of Engineers ®

SHEET

IDENTIFICATION

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FUEL

GENERAL CIVIL NOTES

1. EXISTING CONDITIONS INFORMATION IS BASED ON A TOPOGRAPHICAL AND PHYSICAL

DESIGN SURVEY PROVIDED BY: BORBAS SURVEYING AND MAPPING, LLC. BOONTON,

NJ.

2. EXISTING SURFACE INFORMATION, IMPROVEMENTS, APPURTENANCES, AND

ABOVE-GRADE CONSTRUCTION AS SHOWN ON THESE PLANS IS BASED ON THE FIELD

SURVEY REFERENCED ABOVE. ALL UNDERGROUND UTILITY LINEWORK SHOWN IS AS

PROVIDED BY JBMDL IN GIS AND CAD FORMAT. UTILITY MARKINGS, AND SURVEY SHOTS

ON UTILITY MARKINGS, WERE NOT CONDUCTED FOR THIS PROJECT. DUE TO THIS,

DISCREPANCIES MAY EXIST BETWEEN FIELD-SURVEYED SURFACE UTILITY

STRUCTURES AND THE UNDERLYING UTILITY LINEWORK . CONTRACTOR SHALL

FIELD-VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

3. CONTRACTOR SHALL RETAIN A SURVEYOR LICENSED IN THE STATE OF NEW JERSEY

TO SURVEY PROJECT IMPROVEMENTS. IF BENCHMARKS SHOWN ARE IN AREAS THAT

REQUIRE DEMOLITION, OTHER BENCHMARKS SHALL BE ESTABLISHED BEFORE

DEMOLITION AND CONSTRUCTION WORK BEGINS. CONTRACTOR SHALL SUPPLY

CERTIFIED CONTROL POINT DATA TO CONTRACTING OFFICER'S REPRESENTATIVE

PRIOR TO DEMOLITION ACTIVITIES AND AFTER COMPLETION OF CONSTRUCTION.

4. TOTAL DISTURBED ACREAGE = ±9.5 AC

5. THE CONTRACTOR SHALL COMPLETE AND FILE AF 103 DIG PERMIT AS REFERENCED IN

THE SPECIFICATIONS. THE CONTRACTOR SHALL ALSO CONTACT NEW JERSEY 811

CALL BEFORE YOU DIG.

6. THE GEOTECHNICAL INVESTIGATION INFORMATION WAS PREPARED BY ACER

ASSOCIATES, LLC.

7. THERE ARE NO KNOWN WETLANDS OR STREAMS WITHIN 200 FT OF THE PROJECT SITE.

8. CONTRACTOR SHALL PROVIDE DESIGN AND IMPLEMENTATION OF DEWATERING

METHODS, IF NECESSARY, AND INCLUDE IN BASE BID FOR APPROVAL. COORDINATE

WITH GEOTECHNICAL REPORT RECOMMENDATIONS.

9. ALL PAVEMENTS USED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE

MAINTAINED AND REPLACED AS NEEDED TO THE SATISFACTION OF THE GOVERNMENT

AT NO ADDITIONAL COST. PAVEMENT INSPECTION WITH THE GOVERNMENT IS

REQUIRED PRIOR TO AND AT THE END OF EACH PHASE OF CONSTRUCTION. PERIODIC

PAVEMENT INSPECTIONS SHALL BE DONE ON A WEEKLY BASIS.

10. ALL AREAS NOTED FOR PAVEMENT REPLACEMENT SHALL HAVE BASE MATERIAL

REMOVED AND REPLACED AND SUBGRADE COMPACTED AND TESTED IN THE

PRESENCE OF THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO PLACEMENT

OF NEW MATERIAL.

11. CONTRACTOR ACCESS TO THE BASE IS RESTRICTED TO GATE 9 AS SHOWN ON THE

HAUL ROUTE PLAN. ACCESS TO THE AIRFIELD IS RESTRICTED. CONTRACTOR SHALL

COORDINATE WITH JBMDL AND AIRFIELD PERSONNEL FOR REQUIREMENTS.

12. ANY AIRFIELD MARKINGS DAMAGED DUE TO CONSTRUCTION SHALL BE REPLACED PER

PROJECT SPECIFICATIONS AT NO ADDITIONAL COST TO THE GOVERNMENT.

13. DISPOSAL AREAS FOR RUBBLE, UNSUITABLE OR EXCESS SOIL MATERIALS, OR OTHER

CONSTRUCTION DEBRIS ARE NOT AVAILABLE ON THE BASE FOR THE CONTRACTOR'S

USE. DISPOSAL MUST BE PROVIDED BY THE CONTRACTOR AT LAWFUL

CONTRACTOR-PROVIDED SITES OFF GOVERNMENT-CONTROLLED LANDS.

14. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO START OF WORK

TO AVOID DAMAGE TO EXISTING UTILITIES AND/OR SITE FEATURES. CONTRACTOR

SHALL PROTECT ALL EXISTING UTILITIES AND SITE FEATURES DESIGNATED TO REMAIN

THROUGHOUT CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES AND/OR SITE

FEATURES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR

TO THE SATISFACTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE AT NO

COST TO THE GOVERNMENT. ANY DAMAGE BY CONTRACTOR SHALL BE REPORTED

IMMEDIATELY AND SENT TO THE CONTRACTING OFFICER REPRESENTATIVE. AS

DETERMINED BY THE CONTRACTING OFFICER REPRESENTATIVE, THE CONTRACTOR

CAN BE ORDERED TO IMMEDIATELY REPAIR DAMAGE CAUSED BY THE CONTRACTOR TO

THE SATISFACTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE AT NO COST

TO THE GOVERNMENT.

15. ALL CONTRACTOR TRAFFIC MUST STAY ON DESIGNATED HAUL ROUTE ROADWAYS AT

ALL TIMES WHILE TRAVELING TO AND FROM THE PROJECT SITE. AT NO TIME SHALL

THE HAUL ROUTE BECOME A PARKING / STANDING AREA FOR ANY CONTRACTOR

VEHICLES OR EQUIPMENT.

16. AREAS FOR CONTRACTOR USE ARE RESTRICTED TO THOSE LOCATIONS SHOWN.

CONTRACTOR SHALL BE RESPONSIBLE FOR FENCING, SECURITY, FIELD OFFICE AND

OTHER REQUIREMENTS AS PROVIDED IN SPECIFICATION 01 50 00 TEMPORARY

CONSTRUCTION FACILITIES AND CONTROLS. USE OF THE SHARED CONTRACTOR YARD

IS FIRST COME, FIRST SERVE AND SHALL BE COORDINATED WITH THE CONTRACTING

OFFICER. AREAS SHALL BE RESTORED TO PRE-EXISTING CONDITION UPON

COMPLETION OF THE PROJECT.

17. CONTRACTOR SHALL PROTECT ALL PAVEMENTS AND EXISTING UTILITIES DESIGNATED

TO REMAIN FROM ALL HEAVY EQUIPMENT. PROVIDE TRAFFIC CONTROL MEASURES

PER PROJECT SPECIFICATIONS.

18. ANY ITEMS WHICH ARE DAMAGED AND NEED TO BE REPLACED SHALL MEET THE

PROJECT SPECIFICATION REQUIREMENTS FOR THE APPLICABLE MATERIALS OR

SYSTEM AT NO ADDITIONAL COST TO THE GOVERNMENT. REQUIRED TESTING SHALL

BE PERFORMED IN ACCORDANCE WITH PROJECT SPECIFICATIONS FOR MATERIALS

UTILIZED. PROVIDE 48 HOUR ADVANCE NOTICE TO THE CONTRACTING OFFICER FOR

TESTING ACTIVITIES.

GENERAL CIVIL DEMOLITION NOTES

1. CONTRACTOR SHALL COMPLETE A WORK CLEARANCE REQUEST PRIOR TO

CONSTRUCTION PER PROJECT SPECIFICATIONS. PROCEED WITH EXTREME CAUTION

WHEN EXCAVATING.

2. BEFORE DEMOLISHING ANY UTILITY, THE CONTRACTOR SHALL ENSURE THAT THERE IS

AN ACTIVE LINE TO REPLACE THE FUNCTION OF THE UTILITY BEING REMOVED IF

SERVICE IS FOR OCCUPIED FACILITIES.

3. CONTRACTOR SHALL STOP WORK AND NOTIFY CONTRACTING OFFICER OF ANY

UNFORESEEN UTILITY CONFLICTS AS SOON AS DISCOVERED.

GENERAL CIVIL DEMOLITION NOTES

4. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL WITH

PROPOSED PAVEMENT LAYOUT AND JOINTING PLAN. PAVEMENT DESIGNATED FOR

SAWCUT SHALL BE SAWCUT PER PROJECT SPECIFICATIONS AND DETAILS PROVIDED IN

THESE PLANS.

5. WELL CAPPING METHODS, IF REQUIRED, SHALL BE IN ACCORDANCE WITH THE

SPECIFICATIONS AND NEW JERSEY DEPARTMENT OF HEALTH REQUIREMENTS. ALL

CAPPING, IF REQUIRED, SHALL BE INSPECTED AND APPROVED BY THE CONTRACTING

OFFICER'S REPRESENTATIVE.

GENERAL CIVIL SITE NOTES

1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL NECESSARY BARRICADES

AROUND THE WORK AND PROVIDE PROTECTION AGAINST WATER DAMAGE, DUST

MIGRATION, AND SOIL EROSION PER PROJECT CONTRACT DOCUMENTS AND JBMDL

REQUIREMENTS.

2. ALL BUILDING DIMENSIONS SHALL BE CHECKED AND COORDINATED WITH THE

ARCHITECTURAL PLANS.

3. PAVEMENT MARKING, INCLUDING STANDARD ACCESSIBLE PARKING SYMBOLS, PARKING

STRIPING, AND TRAFFIC ARROWS SHALL BE PAINTED ON PAVEMENT AT LOCATIONS

SHOWN.

4. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT NJDOT AND MUTCD

STANDARDS AND SPECIFICATIONS.

GENERAL CIVIL GRADING AND DRAINAGE NOTES

1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THE PROJECT

SPECIFICATIONS

2. SEE STORM SEWER PLANS FOR ALL STORM SEWER ELEVATIONS, PIPE SIZES, SLOPES,

AND MATERIALS.

3. CONTRACTOR SHALL MARK, AND PROTECT WITH FENCE, ALL BENCHMARKS

DESIGNATED TO REMAIN.

4. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER (SEE PLANS).

5. ALL SPOT ELEVATIONS SHOWN ARE FINISHED GRADE, UNLESS NOTED OTHERWISE.

6. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN

INSTALLED AND PERMITS OBTAINED PER PROJECT CONTRACT DOCUMENTS AND

JBMDL REQUIREMENTS.

7. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE OF ALL SURFACE RUNOFF DURING

CONSTRUCTION PER PROJECT CONTRACT DOCUMENTS.

8. UTILITY STRUCTURES OUTSIDE OF AIRCRAFT MOVEMENT AREAS ARE TO BE H-20

RATED. ALL UTILITY STRUCTURES WITHIN AIRCRAFT MOVEMENT AREAS SHALL BE

AIRCRAFT RATED AND DESIGNED BASED ON THE NUMBER OF WHEELS WHICH WILL FIT

ON THE STRUCTURE. USE WHEEL LOADS OF 75,000 LBS MINIMUM EACH.

GENERAL CIVIL UTILITY NOTES

1. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES

PRIOR TO CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR

CONTACTING ALL UTILITY COMPANIES THAT POTENTIALLY HAVE EXISTING UTILITIES

ON-SITE AND DETERMINE APPLICABLE REQUIREMENTS.

2. ALL CONNECTIONS TO EXISTING UTILITIES AND ALL UTILITY INSTALLATIONS SHALL BE

IN COMPLIANCE WITH PROJECT CONTRACT DOCUMENTS AND JBMDL REQUIREMENTS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CIVIL SITE WORKS

ACROSS ALL DISCIPLINES ASSOCIATED WITH THE PERFORMANCE OF THIS PROJECT.

REFER TO THE ELECTRICAL SITE PLANS FOR EXTERIOR POWER DISTRIBUTION AND

COMMUNICATIONS WORK.

4. ANY EXISTING UTILITY STRUCTURES AND/OR APPURTENANCES WHICH ARE IN THE

AREA OF CONSTRUCTION AND WHICH WILL REMAIN SHALL BE ADJUSTED TO FINAL

GRADE.

GENERAL CIVIL EROSION CONTROL NOTES

1. EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY OTHER

CONSTRUCTION.

2. CONTRACTOR SHALL BE RESPONSIBLE DURING CONSTRUCTION FOR CONTINUAL

MAINTENANCE OF EROSION CONTROL MEASURES PER PROJECT CONTRACT

DOCUMENTS, BURLINGTON COUNTY SOIL CONSERVATION DISTRICT AND JBMDL

REQUIREMENTS.

3. THE CONTRACTOR SHALL INSTALL AND MAINTAIN SILT BARRIERS AROUND ALL

DRAINAGE STRUCTURES UNTIL ALL CONSTRUCTION HAS BEEN COMPLETED.

4. SILT FENCES SHALL BE LOCATED ON-SITE TO PREVENT SEDIMENT AND EROSION FROM

LEAVING THE PROPERTY LIMITS.

5. THERE ARE NO CURRENT APPARENT EROSION CONTROL PROBLEMS ON-SITE.

CONTRACTOR SHALL TAKE PRECAUTIONS AS NECESSARY TO PREVENT EROSION AND

SEDIMENT TRANSPORT DURING CONSTRUCTION PER PROJECT CONTRACT

DOCUMENTS.

6. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE CLEANED AND

MAINTAINED PER THE CONTRACT DOCUMENTS.

7. ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND VEGETATED PER

PROJECT CONTRACT DOCUMENTS.

8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES, IF NECESSARY, SHALL BE

IMPLEMENTED AS DIRECTED BY THE CONTRACTING OFFICER.

9. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR

CONCURRENT WITH, ANY LAND DISTURBING ACTIVITY IN ACCORDANCE WITH PROJECT

CONTRACT DOCUMENTS.

10. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL

PERMANENT VEGETATION OR PAVEMENTS HAVE BEEN ESTABLISHED. THE

CONTRACTOR SHALL CLEAN ALL SEDIMENT TRAPS AS REQUIRED BY THE PROJECT

CONTRACT DOCUMENTS.

11. FAILURE TO INSTALL, OPERATE, AND MAINTAIN ALL EROSION CONTROL MEASURES

SHALL RESULT IN ALL WORK ON THE CONSTRUCTION SITE BEING STOPPED UNTIL

PROPER CORRECTIVE MEASURES HAVE BEEN MET, AS REQUIRED AND / OR DIRECTED.

12. THE CONTRACTOR SHALL KEEP AND MAINTAIN AN ON-SITE LOG NOTING THE DATE OF

ALL RAINFALL EVENTS, THE AMOUNT OF RAINFALL RECEIVED, DURATION OF RAINFALL

EVENT, INSPECTION NOTES, AND ANY REPAIRS OR CLEANING OF EROSION CONTROL

DEVICES. LOG RECORDS SHALL BE SUPPLIED TO THE CONTRACTING OFFICER'S

REPRESENTATIVE ON A MONTHLY BASIS.

13. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL

IMPLEMENTATION OF MEASURES DOES NOT PROVIDE FOR EFFECTIVE EROSION

CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

IMPLEMENTED TO EFFECTIVELY CONTROL OR TREAT THE SEDIMENT SOURCE.

14. ALL CONSTRUCTION SITES ARE SUBJECT TO INSPECTIONS BY STATE, FEDERAL, AND

JBMDL AGENCIES.

15. ANY FAILURE OF EROSION CONTROL MEASURES SHALL BE REPAIRED OR REPLACED BY

CONTRACTOR WITHIN 24 HOURS.

16. A STORMWATER PERMIT AND APPLICATION FOR A SOIL EROSION AND SEDIMENT

CONTROL PLAN (SESCP) IS OCCURRING CONCURRENTLY FOR THIS PROJECT WITH

BURLINGTON COUNTY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THIS

PERMIT AT TIME OF CONTRACT AWARD.

US Army Corps of Engineers ®

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T F

M A

R K

D E

S C

R I P

T I O

N E

O R

I S

T R

I C

E D

E R

A L

L A

Z A

N E

O R

L L E

D G

C-002

C I V

E R

E S

E A

A R

N E

L L

O L L A

KC46A

TWO-BAY

HANGAR

WATER

TANK

H A

N G

204'

X X

PHASE 1

PHASE LEGEND

PHASE 2

PHASE 3

PHASE 4

X X X

EXISTING FENCE

OVERALL PROJECT PLAN

SCALE: 1" = 50'

SHEET KEYNOTES

1. TEMPORARY CONSTRUCTION FENCE - PHASE 1

2. PHASE 2 CONSTRUCTION WORK BOUNDARY

3. PHASE 3 - NEW SECURITY FENCE INSTALLED PER PLANS

4. PHASE 4 CONSTRUCTION WORK BOUNDARY

5. EXISTING FENCE AND GATE TO REMAIN THROUGH PHASE 3 FOR AIRFIELD

CONSTRUCTION ACCESS

6. ROAD TO REMAIN OPEN FOR AIRFIELD CONSTRUCTION ACCESS UNTIL PHASE 4

7. CONTRACTOR SHALL COORDINATE WORK IN THIS AREA WITH THE ADJACENT,

POTENTIALLY CONCURRENT, PAVEMENT PROJECT

1. REFER TO SHEETS C-001 AND C-002 FOR LEGENDS, ABBREVIATIONS, AND

CIVIL NOTES.

2. THIS SHEET IS FOR REFERENCE ONLY.

3. REFERENCE TO PHASING NUMBERS MATCH THOSE UTILIZED ON SHEET C-004

GENERAL NOTES

US Army Corps of Engineers ®

SHEET

IDENTIFICATION

J O

I N

A S

C G

U I R

E D

I X

L A

K E

H U

R S

E Y

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

S E

P T

E M

B E

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

RTA SUBMITTAL

2 3 4 5 6 7 8 9 10

D A

T E

K C

E R

A L

U R

P O

A N

G A

B U

I L D

I N

P R

O J E

B E

T F

M A

R K

D E

S C

R I P

T I O

N E

O R

I S

T R

I C

E D

E R

A L

L A

Z A

N E

O R

L L E

D G

C-003

O V

E R

A L

R O

J E

E A

A R

N E

L L

O L L A

N D

50' 100'0

LEGEND

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