Appendix_Q_-_KC46_2-Bay_Hangar_Soil_Erosion_Plans.pdf

PDF 10 MB Posted

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

About this file

From the source

Appendix Q

View the file

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
Amendment_0007.pdf PDF
Amendment_0008_Plan.pdf PDF
Amendment_0008_Spec.pdf PDF
Amendment_0008.pdf PDF
hangar_site_visit_sign_in_12.27.18.pdf PDF
Amendment_0006_-_2-Bay_MX_Hangar_Plans.docx.pdf PDF
Amendment_0006_-_2-Bay_MX_Hangar_Specs.pdf PDF
Amedment_0006.pdf PDF
Amendment_0005.pdf PDF
Amendment_0004.pdf PDF
Amendment_0003_-KC46_2-Bay_Hangar_-_Specs.pdf PDF
Amendment_0003.pdf PDF
Amendment_0003_-KC46_2-Bay_Hangar_-_Plans.pdf PDF
Appendix_P_-_Site_Visit_14_NOV_2_Bay_Hanger.pdf PDF
W912DS19R0001-0002.pdf PDF
Amendment_0001.pdf PDF
Appendix_G_-_KC46_2-Bay_Hangar_CADD_Files_(Aval_After_Award).pdf PDF
Appendix_B_-_As-Built_Drawings_For_Buildings_1801_and_1823.pdf PDF
Package_2_-_KC46_-_2-Bay_Hangar_-_Specifications.pdf PDF
Package_4_-_KC46_-_2-Bay_Hangar_-_FFE.pdf PDF
Pages_from_Package_1_-_KC46_-_2-Bay_Hangar_-_Plans_2.pdf PDF
Pages_from_Package_1_-_KC46_-_2-Bay_Hangar_-_Plans-1.pdf PDF
Package_3_-_KC46_-_2-Bay_Hangar_-_CID.pdf PDF
Appendix_O_-_Hangar_Acceptance_Test_Procedures_AFCEC.pdf PDF
Appendix_F_-_USACE_Joint_Base_MDL_HazMat_Assessment_Report_5-8-18_(KM).pdf PDF
Appendix_I_-_SOO-KC-46A_Beddown.pdf PDF
Appendix_C_-_Sustainability_Checklists_and_References.pdf PDF
Appendix_J_-_ATFP_Flightline_Securitypdf.pdf PDF
Appendix_B_-_As-Built_Drawings_For_Buildings_1801_and_1823.pdf PDF
Appendix_K_-_KC46_-_Apron_and_Fuel_Hydrant_Relocation.pdf PDF
Appendix_A_-SOW_Attachment_2_-_AMRS_Meter_Specifications_dated_28_January_2016.pdf PDF
Appendix_H_-_JB_MDL_-_Pavement_Evaluation_Report_North_of_1837.pdf PDF
W912DS19R0001.pdf PDF
Appendix_N_-_KC-46A_MOB_4_Public_FEIS_ExecSumm_June_2018.pdf PDF
Appendix_M_-_Soil_Contamination_Maps.pdf PDF
Appendix_E_-_McGuire_KC-46A_Two-Bay_MX_Hangar_Geotech_Report.pdf PDF
Appendix_D_-_Hydrant_Flow_Test.pdf PDF
Appendix_L_-__McGuire_Environmental_Survey_of_B1801_and_B1823_(September_1999).pdf PDF
Show all 39

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US Army Corps of Engineers ®

NEW YORK DISTRICT

JOINT BASE MCGUIRE/DIX/LAKEHURST, NEW JERSEY

KC-46A TWO BAY GENERAL PURPOSE MX HANGAR

BUILDING 1810

SOIL EROSION AND SEDIMENT CONTROL PLANS

PROJECT NUMBER: PTFL163019

SOLICITATION NO.: -

CONTRACT NO.:

ISSUE DATE : DECEMBER 2018

VOLUME:

SHEET INDEX

G-001 COVER SHEET AND SHEET INDEX

G-002 PROJECT LOCATION PLAN

G-003 LEGEND AND ABBREVIATIONS

G-004 GENERAL NOTES

CG410 SOIL RESTORATION PLAN

CG111 INITIAL SOIL EROSION AND SEDIMENT CONTROL PLAN - 1

CG112

CG411 PRE-DEVELOPMENT AND POST-DEVELOPMENT HYDROLOGY PLAN

CG412

INITIAL SOIL EROSION AND SEDIMENT CONTROL PLAN - 2

CG510 SOIL EROSION AND SEDIMENT CONTROL MEASURES

CG511

CG512

CG513

SOIL EROSION AND SEDIMENT CONTROL MEASURES

SOIL EROSION AND SEDIMENT CONTROL MEASURES

SOIL EROSION AND SEDIMENT CONTROL MEASURES

I.D. DESCRIPTION

G-005 CONSTRUCTION SEQUENCING AND SPILL PREVENTION NOTES

CG113 SOIL EROSION AND SEDIMENT CONTROL PLAN - 1

CG114 SOIL EROSION AND SEDIMENT CONTROL PLAN - 2

US Army Corps of Engineers ®

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SHARED

CONTRACTORS

STAGING YARD

SOUTH RUN

TRIBUTARY OF

CROSSWICKS CREEK

1. SHARED CONTRACTOR STAGING YARD IS FOR ALL CONTRACTORS ON BASE

AND USE OF THIS YARD IS A FIRST COME FIRST SERVE AT THE DISCRETION

OF THE BASE. IF THIS STAGING AREA IS EMPLOYED FOR THE USE OF THIS

PROJECT THE CONTRACTOR SHALL MAINTAIN NEW JERSEY AND BASE

STANDARDS WITH RESPECT TO SOIL EROSION, SEDIMENT CONTROL AND

SPILL PREVENTION.

GENERAL NOTES

PROJECT SITE

FOR BUILDING 1810

LIMITS OF DISTURBANCE

US Army Corps of Engineers ®

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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

W W

SAN

SD

WATER

SANITARY SEWER

STORM SEWER

G

NATURAL GAS

LPG

JET FUEL

E E

ELECTRICAL

F F

FIRE PROTECTION

COMM

COMMUNICATION

W W

SAN

SD

WATER

SANITARY SEWER

STORM SEWER

PROPOSED UTILITY LEGEND

G

NATURAL GAS

F F F

FIRE PROTECTION

S

CO

SANITARY/STORM SEWER CLEANOUT

SANITARY SEWER MANHOLE

D

STORM MANHOLE

STORM DRAIN INLET

WATER GATE VALVE

ASPHALT PAVEMENT

SITE CONSTRUCTION LIMITS

AIRCRAFT CONCRETE PAVEMENT

VEHICLE CONCRETE PAVEMENT

BUILDING

BUILDING NUMBER, TYP.

LANDSCAPE AREA/PERMANENT

VEGETATION COVER

TEMPORARY GRASSING

SECURITY FENCE

X X X X

LIMITS OF DISTURBANCE

SILT FENCE

SF

TREE SAVE

TR

STORM DRAIN INLET PROTECTION

FIBER ROLL

FR

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

BMP BEST MANAGEMENT PRACTICES

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

NJDEP NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION

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

SCD SOIL CONSERVATION DISTRICT

SD STORM DRAIN or STORM SEWER

SESCP SOIL EROSION AND SEDIMENT CONTROL PLAN

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

EXISTING CONDITIONS LEGEND

G-003

L E

G E

B

R E

V I A

T I O

N S

M

G

I L L

A

Y

A R

N E

L L

A

S

E A

L

G d w g

N

PLAN NORTH

TRUE NORTH

US Army Corps of Engineers ®

SHEET

IDENTIFICATION

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

D E

C E

M B

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

N E

W

Y

O R

K

D

I S

T R

I C

T

F

E D

E R

A L

P

L A

Z A

N E

W

Y

O R

K

N

Y

D

E

L L E

D G

E

K C

N

E R

A L

P

U R

P O

H

A N

G A

R

J O

I N

T

B

A S

E

M

C G

U I R

E D

I X

L A

K E

H U

R S

T

N

R S

E Y

B U

I L D

I N

G

P R

O J E

M

B E

R

P

T F

L

M

ER

R

IC

KR

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GV

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ESO

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VT

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CO

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SC

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LPD

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HPV

FUEL

1. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR

TO ANY GRADING OPERATION AND/OR INSTALLATION OF PROPOSED STRUCTURES OR

UTILITIES.

2. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THE PLAN SHALL BE

CONSTRUCTED IN ACCORDANCE WITH "THE STANDARDS FOR SOIL EROSION AND SEDIMENT

CONTROL IN NEW JERSEY", 7th EDITION, DATED JANUARY 2014 (REVISED JULY 2017), NEW

JERSEY DEPARTMENT OF AGRICULTURE - STATE SOIL CONSERVATION COMMITTEE.

HEREAFTER REFERRED TO AS "THE STANDARDS".

3. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE

UNTIL CONSTRUCTION IS COMPLETED AND/OR THE AREA IS STABILIZED.

4. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN SIXTY (60) DAYS AND

NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A TEMPORARY

SEEDING AND FERTILIZATION IN ACCORDANCE WITH THE STANDARDS. IF THE SEASON

PROHIBITS TEMPORARY SEEDING, THE DISTURBED AREAS WILL BE MULCHED WITH SALT

HAY OR EQUIVALENT AND ANCHORED IN ACCORDANCE WITH THE STANDARDS.

5. ALL CRITICAL AREAS SUBJECT TO EROSION SHALL RECEIVE A TEMPORARY SEEDING IN

COMBINATION WITH STRAW MULCH IN ACCORDANCE WITH THE STANDARDS IMMEDIATELY

FOLLOWING ROUGH GRADING.

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

STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES.

7. ALL SOIL EROSION AND SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED AND

MAINTAINED ON A REGULAR BASIS AND AFTER EVERY STORM EVENT.

8. SOIL STOCKPILES SHALL NOT TO BE LOCATED WITHIN FIFTY (50) FEET OF A FLOODPLAIN, SLOPE, ROADWAY OR DRAINAGE FACILITY. THE BASE OF ALL STOCKPILES SHALL BE

PROTECTED BY A HAY BALE BARRIER OR SEDIMENT FENCE. SEE SOIL EROSION AND

SEDIMENT CONTROL PLANS FOR PROPOSED LOCATIONS OF SOIL STOCKPILES.

CONTRACTOR MAY OPTION TO RELOCATE PROPOSED LOCATION IN ACCORDANCE WITH THE

STANDARDS. DEVIATIONS FROM SOIL EROSION AND SEDIMENT CONTROL ENGINEERED

PLANS SHALL BE REDLINED BY THE CONTRACTOR AND AVAILABLE FOR INSPECTOR UPON

SITE INSPECTION.

9. A CRUSHED STONE TIRE CLEANING PAD SHALL BE INSTALLED WHEREVER A

CONSTRUCTION ACCESS EXISTS, UNLESS OTHERWISE STATED. THE RIP RAP PAD MUST

BE 100 FEET IN LENGTH AND THE STONE MUST BE 1.5” - 4” IN SIZE, PLACED 12” THICK AND

THE FULL WIDTH OF THE ENTRANCE AND THE PAD SHALL BE UNDERLAIN WITH A SUITABLE

SYNTHETIC FILTER FABRIC. CONTRACTOR SHALL PROVIDE THE ALTERNATIVE BMP TIRE

WASH STATION IN LIEU OF THE STONE TIRE CLEANING PAD IN MAINTAINED AREAS OF

PROJECT SITE THAT ARE RESTRICTIVE OF FOREIGN OBJECT DAMAGE. CONTRACTOR SHALL

IMMEDIATELY CLEAN ANY DEBRIS REMOVED FROM TIRES AT EACH TIRE WASHING STATION.

SEE SOIL EROSION AND SEDIMENT CONTROL PLANS FOR PROPOSED LOCATIONS OF STONE

TIRE CLEANING PADS AND TIRE WASH STATION.

10. PAVED ROADWAYS SHALL BE KEPT CLEAN AT ALL TIMES.

11. ALL CATCH BASIN INLETS WILL BE PROTECTED DURING CONSTRUCTION, SEE SOIL

EROSION AND SEDIMENT CONTROL DETAILS FOR INLET FILTERS.

12. CONTRACTOR SHALL VERIFY THAT EXISTING STORM DRAINAGE OUTLETS ARE STABILIZED

BEFORE THE DISCHARGE POINTS BECOME OPERATIONAL.

13. ALL DEWATERING OPERATIONS SHALL DISCHARGE DIRECTLY INTO A SEDIMENT

FILTRATION DEVICE. THE SEDIMENT FILTER SHALL BE PLACED SO AS NOT TO CAUSE

EROSION OF THE DOWNSTREAM AREA. FIELD PLACEMENT AND USE OF THE STRUCTURE

SHALL BE APPROVED BY THE DISTRICT EROSION CONTROL INSPECTOR PRIOR TO

COMMENCEMENT OF DEWATERING ACTIVITIES.

14. THE BURLINGTON COUNTY SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED 72 HOURS

PRIOR TO ANY LAND DISTURBANCE.

15. SOIL HAVING A PH OF 4.0 OR LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED

WITH A MINIMUM OF 12 INCHES OF SOIL HAVING A PH OF 5.0 OR MORE BEFORE SEEDBED

PREPARATION.

16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE CONFIRMATION OF

LIME, FERTILIZER AND SEED APPLICATION RATES AT THE REQUEST OF THE BURLINGTON

COUNTY SOIL CONSERVATION DISTRICT.

17. NJSA 4:24-39, ET SEQ. REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE ISSUED

BEFORE ALL THE PROVISIONS OF THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL

PLAN HAVE BEEN COMPLIED WITH FOR PERMANENT MEASURES. ALL SITE WORK FOR THE

PROJECT SHALL BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF

COMPLIANCE AS A PREREQUISITE TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY

THE MUNICIPALITY.

18. NJSA 4:24-39, ET SEQ. REQUIRES THAT UPON PERMANENT SITE STABILIZATION AND

COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL APPLY TO THE SOIL

CONSERVATION DISTRICT FOR A FINAL COMPLIANCE INSPECTION TO CHECK THAT ALL THE

PROVISIONS OF THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN HAVE BEEN

COMPLIED WITH FOR PERMANENT MEASURES.

19. OFF-SITE SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL CONTROL MEASURES TO BE

DETERMINED BY THE DISTRICT EROSION CONTROL INSPECTOR.

20. A COPY OF THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN SHALL BE

MAINTAINED ON THE PROJECT SITE DURING CONSTRUCTION.

21. ANY CONVEYANCE OF THIS PROJECT PRIOR TO ITS COMPLETION SHALL TRANSFER FULL

RESPONSIBILITY FOR COMPLIANCE WITH THE CERTIFIED PLAN TO ALL SUBSEQUENT

OWNERS.

22. IMMEDIATELY AFTER THE COMPLETION OF STRIPPING AND STOCKPILING TOPSOIL, THE

STOCKPILE SHALL BE SEEDED WITH TEMPORARY VEGETATION. STABILIZE TOPSOIL

STOCKPILES WITH STRAW MULCH OR EROSION CONTROL BLANKETS FOR PROTECTION IF

THE SEASON DOES NOT PERMIT THE ESTABLISHMENT OF TEMPORARY SEED. FOR

LOCATIONS OF STRAW MULCH OR EROSION CONTROL BLANKETS SEE SOIL EROSION AND

SEDIMENT CONTROL PLANS.

23. ANY CHANGES TO THE SITE PLAN SHALL REQUIRE THE SUBMISSION OF A REVISED SOIL

EROSION AND SEDIMENT CONTROL PLAN TO THE BURLINGTON COUNTY SOIL

CONSERVATION DISTRICT. THE REVISED PLAN SHALL BE IN ACCORDANCE WITH THE

CURRENT STANDARDS.

24. MAXIMUM SIDE SLOPES OF ALL EXPOSED SURFACES SHALL NOT BE CONSTRUCTED

STEEPER THAN 3:1.

25. THE DISTRICT EROSION CONTROL INSPECTOR MAY REQUIRE ADDITIONAL MEASURES TO BE

INSTALLED.

26. IMMEDIATELY PRIOR TO TOPSOIL APPLICATION, THE SUBSOIL SHALL BE EVALUATED FOR

COMPACTION IN ACCORDANCE WITH THE STANDARD FOR LAND GRADING. SEE SOIL

EROSION AND SEDIMENT CONTROL DETAILS.

27. NJSA 4:24-39 ET SEQ. REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE ISSUED

BEFORE THE COMPLETION OF A SOIL COMPACTION MITIGATION VERIFICATION FORM AND

CONFIRMATION BY THE DISTRICT INSPECTOR THAT THE COMPACTION MITIGATION

REQUIREMENTS IN THE STANDARD FOR LAND GRADING HAVE BEEN SUFFICIENTLY

ADDRESSED.

28. CONCRETE TRUCK WASHOUT AREAS SHALL BE MAINTAINED ON A CONTINUAL BASIS AND AS

NEEDED.

29. THE STORMWATER POLLUTION PREVENTION PLAN AND THE SPILL RESPONSE PLAN

SHALL BE AVAILABLE ON SITE FOR REVIEW BY THE SCD INSPECTOR AND/OR THE NJDEP

INSPECTOR.

30. THE SCD INSPECTOR, NJDEP INSPECTOR, OR CONTRACTING OFFICER MAY REQUIRE

ADDITIONAL MEASURES FOR STORMWATER POLLUTION PREVENTION TO BE INSTALLED.

31. INSPECTIONS OF ALL STORMWATER POLLUTION PREVENTION PLAN MEASURES SHALL BE

CONDUCTED AND DOCUMENTED ON A REGULAR BASIS AND AFTER EVERY STORM EVENT.

32. WASTE COLLECTION CONTAINERS SHALL NOT BE PERMITTED TO OVERFLOW.

33. ANY SPILLS OF HAZARDOUS OR SANITARY WASTES SHALL BE CLEANED UP IMMEDIATELY,

AND IN ACCORDANCE WITH THE SPILL RESPONSE PLAN. SPILL KITS SHALL BE AVAILABLE

ONSITE OR ADJACENT TO THE SITE.

34. ANY HAZARDOUS SUBSTANCE RELEASES IN EXCESS OF REPORTABLE QUANTITIES (RQ)

ESTABLISHED UNDER 40 C.F.R. 110, 117 AND 302 THAT OCCUR WITHIN A 24-HOUR PERIOD

SHALL BE REPORTED TO THE NATIONAL RESPONSE CENTER (800 424-8802).

35. THE CONTRACTOR SHALL INSTALL AND MAINTAIN SILT BARRIERS AROUND ALL DRAINAGE

STRUCTURES UNTIL ALL CONSTRUCTION HAS BEEN COMPLETED.

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

LEAVING THE PROPERTY LIMITS.

37. 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 SPECIFICATIONS AND

STANDARDS.

38. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE CLEANED AND MAINTAINED

PER THE PROJECT SPECIFICATIONS AND STANDARDS.

39. ALL CUT AND FILL SLOPES SHALL BE SURFACE ROUGHENED AND VEGETATED PER

PROJECT SPECIFICATIONS AND STANDARDS.

40. 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 SPECIFICATIONS AND

STANDARDS.

41. 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 SPECIFICATIONS AND

STANDARDS.

42. 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.

43. 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.

44. 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.

45. ALL CONSTRUCTION SITES ARE SUBJECT TO INSPECTIONS BY FEDERAL, STATE, JBMDL,

AND CONTRACTING AGENCIES.

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

CONTRACTOR WITHIN 24 HOURS.

G-004

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GENERAL EROSION CONTROL NOTES

US Army Corps of Engineers ®

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1. REFER TO SHEETS G-003 AND G-004 FOR SESCP

LEGENDS, ABBREVIATIONS, AND GENERAL NOTES.

2. CONTRACTOR TO REFER TO CONSTRUCTION

DOCUMENTS SHEET C-004 FOR PHASING DETAILS.

3. DURATION OF PHASES TO BE DETERMINED BY BASE

CONTRACTING OFFICER AND CONTRACTOR.

4. CONTRACTOR SHALL REDLINE CONSTRUCTION

SEQUENCE WITH PROJECTED TIMELINES OF

PHASES ON THIS SHEET AFTER DETERMINATION OF

PHASE DURATIONS.

GENERAL NOTES

NOTES:

1. IF ADDITIONAL ACTIVITIES ARE ADDED TO THE TABLE CONTRACTOR TO ADD TO THIS PLAN SET AS A REDLINE.

2. CONTRACTOR TO INCLUDE ADDITIONAL ROWS TO THE TABLE AS NECESSARY.

3. REFERENCES TO "CONSTRUCTION DOCUMENTS" IN THIS CESCP SET ARE TO THE OVERALL DESIGN AND CONSTRUCTION

PACKAGE FOR THE 2-BAY MAINTENANCE HANGAR, INCORPORATED BY REFERENCE.

· SPILL PREVENTION AND RESPONSE:

1. CONTRACTOR SHALL PROVIDE PROCEDURES USED TO PREVENT AND RESPOND TO

LEAKS, SPILLS, AND OTHER RELEASES IN ACCORDANCE WITH PROJECT

SPECIFICATION, SECTION 01 57 19 - TEMPORARY ENVIRONMENTAL CONTROLS AND NJ

STATE STANDARDS.

· FUELING AND MAINTENANCE OF EQUIPMENT AND VEHICLES:

1. CONTRACTOR SHALL PROVIDE A DESCRIPTION WITHIN THE REQUIRED

ENVIRONMENTAL PROTECTION PLAN ON THE STORAGE, MANAGEMENT, AND

INSPECTION OF PETROLEUM, OIL, LUBRICANT (POL) TANKS AND CONTAINERS.

2. CONTRACTOR SHALL USE SECONDARY CONTAINMENTS, DIKES, CURBS, AND OTHER

BARRIERS TO PREVENT POL PRODUCTS FROM SPILLING AND ENTERING THE STORM

OR SEWER DRAINS, STORMWATER DITCHES OR CANALS, OR NAVIGABLE WATERS.

3. FUELING AND MAINTENANCE OF EQUIPMENT OF VEHICLES WITH RESPECT TO

ENVIRONMENTAL PROTECTIONS SHALL BE IN ACCORDANCE WITH PROJECT

SPECIFICATION, SECTION 01 57 19 - TEMPORARY ENVIRONMENTAL CONTROLS, AND NJ

STATE STANDARDS.

· WASHING OF EQUIPMENT AND VEHICLES

1. CONTRACTOR SHALL PROVIDE A DESCRIPTION OF WASHING PRACTICES THAT WILL

BE USED TO MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND

VEHICLE WASHING, WHEEL WASH WATER, AND OTHER TYPES OF WASH WATERS.

2. CONTRACTOR SHALL ALSO PROVIDE A DESCRIPTION OF PRACTICES USED TO

PREVENT THE DISCHARGE OF THE CONCRETE WASHOUT AREA INCLUDING BUT NOT

LIMITED TO SOAPS, DETERGENTS, OR SOLVENTS.

3. THE WASHING OF EQUIPMENT AND VEHICLES AND SUBSEQUENT RUNOFF SHALL BE

TREATED IN ACCORDANCE WITH PROJECT SPECIFICATION, SECTION 01 57 19 -

TEMPORARY ENVIRONMENTAL CONTROLS, AND NJ STATE STANDARDS.

· STORAGE, HANDLING, AND DISPOSAL OF BUILDING PRODUCTS, MATERIALS AND WASTES

1. CONTRACTOR SHALL STORE, HANDLE, AND DISPOSE OF BUILDING PRODUCTS,

MATERIALS, AND WASTES IN ACCORDANCE WITH PROJECT SPECIFICATION, SECTION

01 57 19 - TEMPORARY ENVIRONMENTAL CONTROLS, ANY ADDITIONAL PERTINENT

PROJECT SPECIFICATION, AND NJ STATE STANDARDS.

· WASHING OF APPLICATOR AND CONTAINERS USED FOR PAINT, CONCRETE, OR OTHER

MATERIALS

1. CONTRACTOR SHALL PROVIDE A DESCRIPTION OF WASHING PRACTICES FOR

APPLICATOR AND CONTAINERS USED FOR PAINT, CONCRETE, OR OTHER MATERIALS.

2. FOR CONCRETE WASHOUT BMP SEE SHEET DETAIL ON THIS SHEET.

3. THE WASHING OF APPLICATORS AND CONTAINERS USED FOR PAINT, CONCRETE OR

OTHER MATERIALS SHALL BE IN ACCORDANCE WITH PROJECT SPECIFICATION,

SECTION 01 57 19 - TEMPORARY ENVIRONMENTAL CONTROLS, AND NJ STATE

STANDARDS.

· FERTILIZERS

1. ANY FERTILIZERS APPROVED FOR STORAGE ON SITE SHALL BE WITHIN CONTRACTOR

STAGING AREA OR OTHER AREA APPROVED BY THE CONTRACTING OFFICER.

2. FERTILIZERS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS

SPECIFICATIONS.

3. FERTILIZER SHALL NOT BE APPLIED WITHIN 24 HOURS OF WINDY OR RAINY WEATHER.

4. THE STORAGE AND APPLICATION OF FERTILIZERS SHALL BE IN ACCORDANCE WITH

PROJECT SPECIFICATION, SECTION 01 57 19 - TEMPORARY ENVIRONMENTAL

CONTROLS, SUBSEQUENT APPLICABLE PROJECT SPECIFICATIONS, AND NJ STATE

STANDARDS.

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SPILL PREVENTION NOTES

CONSTRUCTION SITE POLLUTANT TABLE

EVALUATION OF EXISTING AIRFIELD PERIMETER FENCE

CONSTRUCT TEMPORARY FENCE

INITIAL PERIMETER AND SEDIMENT STORAGE BMP'S

CLEARING AND GRUBBING

EROSION CONTROL DEVICES

DEMOLITION OF EXISTING STRUCTURES AND FENCE

GRADING

INFRASTRUCTURE CONSTRUCTION (INCL. UTILITIES)

PAVEMENT BASE INSTALLATION

PAVING

FINE GRADING

PERMANENT VEGETATION

REMOVAL OF TEMPORARY SOIL EROSION AND SEDIMENT CONTROL BMP'S

MAINTENANCE OF SOIL EROSION AND SEDIMENT CONTROL BMP'S

ACTIVITY PHASE 0 PHASE 1 PHASE 2 PHASE 3 PHASE 4

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CONSTRUCTION SEQUENCING

POLLUTANT-GENERATING ACTIVITY POLLUTANTS OR POLLUTANT CONSTITUENTS REFER TO

DEMOLITION

EARTHWORK OPERATIONS

PAVING OPERATIONS

CONCRETE AND PAINT WASHOUTS

SOLID WASTE AND DISPOSAL

UTILITY TRENCHING

CONSTRUCTION EQUIPMENT ON SITE

FERTILIZER AND PESTICIDES APPLICATIONS

CONSTRUCTION SOLID WASTE, POTENTIAL FOR UNKNOWN

HAZARDOUS MATERIALS

SEDIMENT AND POTENTIAL HYDROCARBON CONTAMINATED

SOILS

SEDIMENT, CONCRETE, ASPHALT DUST, AND POTENTIAL

CONTAMINATED BASE AGGREGATES

CONCRETE WASTE, SOLVENTS, OIL BASED PAINT, LATEX

PAINT

CONSTRUCTION SOLID WASTE

SEDIMENT AND POTENTIAL HYDROCARBON CONTAMINATED

SOILS

POTENTIAL FOR ACCIDENTAL OIL OR FUEL SPILLS

PHOSPHOROUS, NITROGEN, POTASSIUM, AND PESTICIDES

CONSTRUCTION DOCUMENTS

SHEET CG112

SHEET CG112

SHEETS CG110 - CG112

CONSTRUCTION DOCUMENTS

CONSTRUCTION DOCUMENTS

CONSTRUCTION DOCUMENTS

CONSTRUCTION DOCUMENTS

SHEETS CD101 - CD106

SHEETS CG101 - CG107

SHEETS CP101 - CP110

SHEETS CU101 - CU104

SHEET C-004

NOTE: INSTANCES OF "ENGINEER" REFER TO "CONTRACTING OFFICER" IN THE CONCRETE WASHOUT NOTES.

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SOIL EROSION AND SEDIMENT CONTROL PLAN - 1

SCALE: 1" = 30'

1. REFER TO SHEETS G-003 AND G-004 FOR SESCP LEGENDS, ABBREVIATIONS,

AND GENERAL NOTES.

2. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER IN AN

ATTEMPT TO KEEP AS MUCH EXISTING PARKING AVAILABLE AS POSSIBLE

FOR JBMDL PERSONNEL IN THE AREA.

3. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO

ANY SITE WORK OR DISTURBANCE. AS CONSTRUCTION PROGRESSES,

EROSION CONTROL BMP's SHALL BE REMOVED OR RELOCATED AS

NECESSARY FOR WORK WHILE MAINTAINING EROSION PROTECTION PER

PROJECT CONTRACT DOCUMENTS.

GENERAL NOTES SHEET KEYNOTES

1. SILT FENCE - REFER TO SHEET CG510

2. TEMPORARY INLET PROTECTION - REFER TO SHEET CG510

3. STABILIZED CONSTRUCTION EXIT - REFER TO SHEET CG510

4. CONCRETE WASHOUT AREA - REFER TO SHEET G-005

5. FIBER ROLL WEIGHTED WITH GRAVEL BAGS - REFER TO SHEET CG510

6. TREE SAVE FENCE - REFER TO SHEET CG511

7. EXISTING PARKING - REFER TO GENERAL NOTE 2

CG111

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MATCHLINE - SEE SHEET CG112

STORMWATER RUNOFF TO

SOUTH RUN TRIBUTARY OF

CROSSWICK CREEK

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EXISTING AIRFIELD GATE AND

ACCESS DRIVE TO REMAIN

OPERATIONAL PER PHASING

REQUIREMENTS. CONTRACTOR

SHALL COORDINATE WITH

CONTRACTING OFFICER.

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EXISTING 1' CONTOUR

EXISTING 0.5' CONTOUR

119.5

CONTOUR LEGEND

A1

SOIL EROSION AND SEDIMENT CONTROL PLAN - 2

SCALE: 1" = 30'

1. REFER TO SHEETS G-003 AND G-004 FOR SESCP LEGENDS, ABBREVIATIONS,

AND GENERAL NOTES.

2. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO

ANY SITE WORK OR DISTURBANCE. AS CONSTRUCTION PROGRESSES,

EROSION CONTROL BMP's SHALL BE REMOVED OR RELOCATED AS

NECESSARY FOR WORK WHILE MAINTAINING EROSION PROTECTION PER

PROJECT CONTRACT DOCUMENTS.

GENERAL NOTES

SHEET KEYNOTES

1. SILT FENCE - REFER TO SHEET CG510

2. TEMPORARY INLET PROTECTION - REFER TO SHEET CG510

3. FIBER ROLL WEIGHTED WITH GRAVEL BAGS - REFER TO SHEET CG510

CG112

I N

I T

I A

L

S

O

O

S I O

N

A

N D

S E

D I M

E N

T

C

O N

T R

A

N

M

G

I L L

A

Y

A R

N E

L L

A

S

E A

L

N

30' 60'0

MATCHLINE - SEE SHEET CG111

US Army Corps of Engineers ®

SHEET

IDENTIFICATION

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

D E

C E

M B

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

N E

W

Y

O R

K

D

I S

T R

I C

T

F

E D

E R

A L

P

L A

Z A

N E

W

Y

O R

K

N

Y

D

E

L L E

D G

E

K C

N

E R

A L

P

U R

P O

H

A N

G A

R

J O

I N

T

B

A S

E

M

C G

U I R

E D

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L A

K E

H U

R S

T

N

R S

E Y

B U

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P R

O J E

M

B E

R

P

T F

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M

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IC

KR

NOTE

CONTRACTOR SHALL

WORK WITH

CONTRACTING

OFFICER

TO COORDINATE

WORK ON ADJACENT

APRON.

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.5

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KC46A

TWO-BAY

HANGAR

F.F.

120.85

S

D

S

D

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D

SDSDSD

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D

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D

S

D

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D

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D

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S D

S D

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S D

S D

S D

S D

S D

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S D

S D

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D

S

D

S

D

S D

S D

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D

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120 120

120.5 120.5

T R

T R

WATER

STORAGE

TANK

WATER STORAGE

TANK ACCESS DRIVE

S F

S

F

SF

SF SF

S F

SF

SF

S F

S

F

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F

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F

SF

S F

S F

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S F

S F

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S F

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S F

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S F

S F

S F

EXISTING 1' CONTOUR

EXISTING 0.5' CONTOUR

119.5

119.5

CONTOUR LEGEND

PROPOSED 0.5' CONTOUR

PROPOSED 1' CONTOUR

A1

SOIL EROSION AND SEDIMENT CONTROL PLAN - 1

SCALE: 1" = 30'

1. REFER TO SHEETS G-003 AND G-004 FOR SESCP LEGENDS, ABBREVIATIONS,

AND GENERAL NOTES.

2. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER IN AN

ATTEMPT TO KEEP AS MUCH EXISTING PARKING AVAILABLE AS POSSIBLE

FOR JBMDL PERSONNEL IN THE AREA.

3. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO

ANY SITE WORK OR DISTURBANCE. AS CONSTRUCTION PROGRESSES,

EROSION CONTROL BMP's SHALL BE REMOVED OR RELOCATED AS

NECESSARY FOR WORK WHILE MAINTAINING EROSION PROTECTION PER

PROJECT CONTRACT DOCUMENTS.

GENERAL NOTES SHEET KEYNOTES

1. LIMIT OF DISTURBANCE

2. SILT FENCE - REFER TO SHEET CG510

3. STABILIZED CONSTRUCTION EXIT - REFER TO SHEET CG510

4. TEMPORARY INLET PROTECTION - REFER TO SHEET CG510

5. CONCRETE WASHOUT AREA - REFER TO SHEET G-005

6. EXISTING PARKING - REFER TO GENERAL NOTE 2

7. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER FOR

CONSTRUCTION PHASING. THE EXISTING AIRFIELD ACCESS WEST OF THE

NEW HANGAR WILL EVENTUALLY NEED TO BE CLOSED TO COMPLETE SITE

WORK ASSOCIATED WITH THE HANGAR. CONTRACTOR SHALL ENSURE

THAT OPERATIONAL ACCESS IS MAINTAINED TO THE SATISFACTION OF

JBMDL PERSONNEL.

CG113

S O

O

S I O

N

A

N D

S E

D I M

E N

T

C

O N

T R

A

N

M

G

I L L

A

Y

A R

N E

L L

A

S

E A

L

N

30' 60'0

MATCHLINE - SEE SHEET CG114

US Army Corps of Engineers ®

SHEET

IDENTIFICATION

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

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D

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C E

M B

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D

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N

N

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G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

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M A

R K

D E

S C

R I P

T I O

N

N E

W

Y

O R

K

D

I S

T R

I C

T

F

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A L

P

L A

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N E

W

Y

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N

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B

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C G

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L A

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B U

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B E

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IC

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STORMWATER RUNOFF TO

SOUTH RUN TRIBUTARY OF

CROSSWICK CREEK

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119.5

S

D

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D

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119.5

118.5

119.5

EX BLDG

1837 WATER

STORAGE

TANK

EX BLDG 1837

EX BLDG 1837

SF

SF SF

SF

S F

SF

S F

F R

F R

F R

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F R

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F R

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F R

F R

FR

F R

FR

EXISTING 1' CONTOUR

EXISTING 0.5' CONTOUR

119.5

119.5

CONTOUR LEGEND

PROPOSED 0.5' CONTOUR

PROPOSED 1' CONTOUR

A1

SOIL EROSION AND SEDIMENT CONTROL PLAN - 2

SCALE: 1" = 30'

1. REFER TO SHEETS G-003 AND G-004 FOR SESCP LEGENDS, ABBREVIATIONS,

AND GENERAL NOTES.

2. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO

ANY SITE WORK OR DISTURBANCE. AS CONSTRUCTION PROGRESSES,

EROSION CONTROL BMP's SHALL BE REMOVED OR RELOCATED AS

NECESSARY FOR WORK WHILE MAINTAINING EROSION PROTECTION PER

PROJECT CONTRACT DOCUMENTS.

GENERAL NOTES

1. LIMIT OF DISTURBANCE

2. SILT FENCE - REFER TO SHEET CG510

3. TEMPORARY INLET PROTECTION - REFER TO SHEET CG510

4. FIBER ROLL WEIGHTED WITH GRAVEL BAGS - REFER TO SHEET CG510

5. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER FOR

CONSTRUCTION PHASING. THE EXISTING AIRFIELD ACCESS WEST OF THE

NEW HANGAR WILL EVENTUALLY NEED TO BE CLOSED TO COMPLETE SITE

WORK ASSOCIATED WITH THE HANGAR. CONTRACTOR SHALL ENSURE THAT

OPERATIONAL ACCESS IS MAINTAINED TO THE SATISFACTION OF JBMDL

PERSONNEL.

CG114

S O

O

S I O

N

A

N D

S E

D I M

E N

T

C

O N

T R

A

N

M

G

I L L

A

Y

A R

N E

L L

A

S

E A

L

N

30' 60'0

MATCHLINE - SEE SHEET CG113

US Army Corps of Engineers ®

SHEET

IDENTIFICATION

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

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D

B

Y

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D

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C E

M B

I S

S U

E

D

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C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

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M A

R K

D E

S C

R I P

T I O

N

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W

Y

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P R

O J E

M

B E

R

P

T F

L

M

ER

R

IC

KR

SHEET KEYNOTES

NOTE

CONTRACTOR SHALL

WORK WITH

CONTRACTING

OFFICER

TO COORDINATE

WORK ON ADJACENT

APRON.

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TWO-BAY

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SAN SAN

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S…

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