C-3_Drawings.pdf

PDF 16 MB Posted Aug 22, 2019

Attached to: Airfield Lighting Vault Repair Federal contract opportunity
Solicitation number: FA448419RA028
Issued by: Department of the Air Force Air Mobility Command

About this file

Written by GovTribe AI · Dec 28, 2023

This is a solicitation for an Airfield Lighting Vault Repair construction contract with a value between $1,000,000 and $5,000,000. The contractor shall provide all personnel, equipment, tools, materials, supervision, and other items necessary to construct a new airfield lighting vault at Joint Base McGuire-Dix-Lakehurst. The acquisition is being solicited as a 100% HUBZone Small Business Set Aside. Interested vendors must attend a mandatory site visit on August 27, 2019 and submit attendee information by August 22. Questions are due by August 30. The contract will be awarded on a firm fixed price basis.

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Other files for this federal contract opportunity

Other files attached to Airfield Lighting Vault Repair, newest first.
File	Type	Posted
MSBL_151006_Airfield_Lighting_Vault_Repair_Modified_Specification_9-23-2019.pdf	PDF	Oct 2, 2019
Solicitation_Amendment_FA448419RA0280002_SF_30.pdf	PDF	Oct 2, 2019
Amendment_-_FA448419RA0280001.pdf	PDF	Sep 17, 2019
ALV_Q+A.pdf	PDF	Sep 3, 2019
C-1_Specs_Vol_1_of_2.pdf	PDF	Aug 16, 2019
J-3_JB-MDL_AntiterrorismStatement.pdf	PDF	Aug 16, 2019
J-2_JB-MDL_SFS_Appendix.PDF	PDF	Aug 16, 2019
C-2_Specs_Vol_2_of_2.pdf	PDF	Aug 16, 2019
J-1_JB-MDL_WD_OC_20190517.pdf	PDF	Aug 16, 2019
J-4_JB-MDL_Medical_Statement.pdf	PDF	Aug 16, 2019
J-5_JB-MDL_Past_Performance_Questionnaire_v2.pdf	PDF	Aug 16, 2019
Solicitation_-_FA448419RA028.pdf	PDF	Aug 16, 2019

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RICHARD G.

THUMA

062−054766

STATE OF ILLINOIS

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VOLUME 1 of 1

MAXFIELD FIELD (LAKEHURST)

JOINT BASE MCGUIRE−DIX−LAKEHURST

NEW JERSEY

STATE

MAP

VICINITY

MAP

PROJECT

MAP

JOINT BASE McGUIRE −

DIX − LAKEHURST

PROJECT LOCATION

BURLINGTON

COUNTY

OCEAN

COUNTY

MONMOUTH

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CAMDEN

COUNTY

LAKEHURST

RUNW

AY 6−24RUNW

AY 15−33

MSBL-15-1006

AIRFIELD LIGHTING VAULT REPAIR

30 SEP 2016

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EXPIRES: 11−30−2017

RICHARD G.

THUMA

062−054766

STATE OF ILLINOIS

SHEET LIST TABLE

SHEET INDEX SHEET NUMBER SHEET TITLE

COVER AND GENERAL NOTES

1 GC001 COVER SHEET

2 GC002 SHEET INDEX

3 GC003 GENERAL NOTES & ABBREVIATIONS

4 GC401 CONTRACTOR STORAGE, HAUL ROUTE, AND ACCESS

5 GP100 GENERAL PHASING PLAN

CIVIL REMOVALS AND IMPROVEMENTS

6 GR101 BORING PLAN AND LOGS

7 GS001 EROSION AND SEDIMENT CONTROL NOTES

8 GS101 EROSION AND SEDIMENT CONTROL 1 PRE−DEVELOPMENT

9 GS102 EROSION AND SEDIMENT CONTROL 2 PRE−DEVELOPMENT

10 GS201 EROSION AND SEDIMENT CONTROL 1 POST−DEVELOPMENT

11 GS202 EROSION AND SEDIMENT CONTROL 2 POST−DEVELOPMENT

12 GS501 EROSION AND SEDIMENT CONTROL DETAILS

13 GS601 IMPERVIOUS SURFACE CHANGES

14 CV101 EXISTING CONDITIONS

15 CD101 DEMOLITION PLAN 1

16 CD102 DEMOLITION PLAN 2

17 CI101 SITE IMPROVEMENTS

18 CG101 GRADING PLAN

19 CU101 PROPOSED UTILITIES

20 CU401 SANITARY SEWER PLAN AND PROFILE

21 CU402 ELECTRICAL SYSTEM DRAINAGE PLAN AND PROFILE

22 CP501 TYPICAL DETAILS 1

23 CP502 TYPICAL DETAILS 2

24 CP503 TYPICAL DETAILS 3

25 LP101 PLANTING PLAN 1

26 LP102 PLANTING PLAN 2

ARCHITECTURAL PLANS AND DETAILS

27 AE001 ARCHITECTURAL ABBREVIATIONS & PROJECT CRITERIA

28 AE002 ARCHITECTURAL NOTES, LEGEND, AND ABBREVIATIONS

29 AE101 VAULT FLOOR PLAN

30 AE201 EXTERIOR AND INTERIOR ELEVATIONS

31 AE301 WALL SECTIONS

32 AE601 DOOR AND ROOM FINISH SCHEDULES

MECHANICAL PLANS AND DETAILS

33 MS001 MECHANICAL NOTES, LEGEND, AND ABBREVIATIONS

34 MS101 MECHANICAL FLOOR PLAN

35 MS200 MECHANICAL SCHEDULE

36 MS401 MECHANICAL DETAILS

PLUMBING PLANS AND DETAILS

37 PS001 PLUMBING NOTES, LEGEND, AND ABBREVIATIONS

38 PS101 COMPRESSED AIR PLAN

39 PS102 PLUMBING FLOOR PLAN

40 PS401 SANITARY PUMP STATION DETAILS

41 PS402 PLUMBING DETAILS

42 PS501 GENERATOR FUEL SYSTEM DETAILS

STRUCTURAL PLANS AND DETAILS

43 SI001 STRUCTURAL NOTES, LEGEND, AND ABBREVIATIONS

44 SF101 FOUNDATION & MASONRY REINFORCING PLAN

45 SF102 PRECAST CONCRETE & ROOF TRUSS PLAN

46 SB301 FOUNDATION SECTIONS

47 SB302 DUCT BANK FOUNDATION DETAILS

48 SB501 FOUNDATION AND SLAB DETAILS

49 SF501 PRECAST CONCRETE AND ROOF TRUSS DETAILS

SHEET LIST TABLE

SHEET INDEX SHEET NUMBER SHEET TITLE

ELECTRICAL PLANS AND DETAILS

50 E−001 ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS

51 E−101 EXISTING ELECTRICAL SITE PLAN

52 E−102 NEW ELECTRICAL SITE PLAN

53 E−103 COMMUNICATION SITE PLAN

54 E−104 EXISTING VAULT SINGLE LINE DIAGRAM

55 E−105 NEW VAULT SINGLE LINE DIAGRAM

56 E−106 EXISTING VAULT DEMOLITION PLAN

57 E−107 EXISTING GENERATOR BUILDING 282 PLAN

58 E−108 UNDERGROUND CONDUIT PLAN

59 E−109 POWER AND CONTROL PLAN

60 E−110 LIGHTING AND RECEPTACLE PLAN

61 E−111 FIRE ALARM SYSTEM PLAN

62 E−112 FIRE ALARM SYSTEM RISER DIAGRAM

63 E−113 GROUNDING PLAN

64 E−114 LIGHTNING PROTECTION PLAN

65 E−201 CCR−A ELEVATION

66 E−202 CCR−B ELEVATION

67 E−501 ALCMS BLOCK DIAGRAM

68 E−502 ALCMS WIRING DIAGRAM

69 E−503 ALCMS TOWER MODIFICATION

70 E−504 AIRFIELD LIGHTING PIT DETAILS

71 E−505 COUNTERPOISE DETAILS

72 E−506 DUCT BANK DETAILS

73 E−507 ELECTRICAL STRUCTURE DESIGN REQUIREMENTS

74 E−508 AIRFIELD LIGHTING MANHOLE DETAILS

75 E−509 LV HANDHOLE AND COMMUNICATION DETAILS 1

76 E−510 LV HANDHOLE AND COMMUNICATION DETAILS 2

77 E−511 LV HANDHOLE AND COMMUNICATION DETAILS 3

78 E−512 L−823 SPLICE DETAIL

79 E−513 500 KVA TRANSFORMER PAD DETAIL

80 E−514 HANDHOLE & MANHOLE FOLDOUTS

81 E−601 HANDHOLE & MANHOLE FOLDOUT SCHEDULE

82 E−602 CONDUIT & CONDUTORS SCHEDULE

83 E−603 PANEL BOARD SCHEDULE−1

84 E−604 PANEL BOARD SCHEDULE−2

RECORD DRAWING AND GIS REQUIREMENTS

1. CONTRACTOR SHALL MAINTAIN WORKING RED LINE DRAWINGS ON SITE

DURING CONSTRUCTION. SEE SPECIFICATION SECTION 01 00 00 FOR

REQUIREMENTS.

2. CONTRACTOR SHALL PROVIDE CADD FILES FOR FINAL RECORD

DRAWINGS. SEE SPECIFICATION SECTION 01 00 00 AND 01 01 20 FOR

REQUIREMENTS.

3. CONTRACTOR SHALL PROVIDE GEOSPATIAL INFORMATION SYSTEM (GIS)

DATA FOR ALL INSTALLED UNDERGROUND AND SURFACE FEATURES.

SEE SPECIFICATION SECTION 01 001 20 FOR GEOSPATIAL DATA

COLLECTION AND SUBMITTAL REQUIREMENTS.

SECURITY NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTIONS OF

HIS/HER WORKERS AND SUBCONTRACTORS AT ALL TIMES WHILE ON

JBMDL.

2. THE CONTRACTOR SHALL COMPLETE A SECURITY FORM FOR ALL

PERSONNEL PROPOSED TO WORK ON THE BASE. THESE FORMS

SHALL BE COMPLETED PRIOR TO THAT PERSON BEING ALLOWED ON

THE BASE. A LIST OF PERSONNEL AUTHORIZED TO WORK ON THE

BASE SHALL BE PROVIDED TO THE COTR BY THE CONTRACTOR.

3. ALL WORKERS SHALL BE REQUIRED TO OBTAIN A TEMPORARY

CONTRACTOR BADGE FROM SECURITY FORCES TO ACCESS THE

BASE. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH

OBTAINING BADGES.

4. ALL WORKERS SHALL CLEARLY DISPLAY BADGES WHILE WORKING ON

JBMDL.

5. ALL WORKERS AND SUBCONTRACTORS SHALL WEAR CLOTHING

(SAFETY VEST, SHIRT, ETC.) CLEARLY IDENTIFYING THE COMPANY

AFFILIATION OF THE WORKER.

6. ALL CONTRACTOR VEHICLES ENTERING JBMDL MAY BE SEARCHED

AND INSPECTED. CONTRACTOR SHALL COMPLY WITH ALL BASE

POLICIES FOR VEHICLE OPERATIONS WHILE ON JBMDL.

GENERAL NOTES

1. ALL RUNWAYS, TAXIWAYS, AND APRONS SHALL BE KEPT OPEN TO AIRPORT

TRAFFIC DURING CONSTRUCTION EXCEPT AS NOTED IN THE PHASING PLAN AND

ACCESS PLAN.

2. WHEN CONFLICTS ARISE BETWEEN CONSTRUCTION ACTIVITIES AND AIRCRAFT

OPERATIONS AND SAFETY, AIRCRAFT OPERATIONS AND SAFETY SHALL TAKE

PRECEDENCE AND SHALL GOVERN. FINAL AUTHORITY IN THE APPROVAL OF

CONSTRUCTION SEQUENCING LIES WITH THE CONTRACTING OFFICER (CO).

3. THE CONTRACTOR WILL BE PERMITTED TO STORE EQUIPMENT AND MATERIALS

ONLY AT THE CONTRACTOR STAGING AREA. THE MAXIMUM HEIGHT OF

EQUIPMENT, MATERIALS AND STOCKPILES SHALL BE 25’ ABOVE GROUND LEVEL.

4. ALL DEMOLITION DEBRIS SHALL BE DISPOSED OF BY THE CONTRACTOR OFF

BASE PROPERTY UNLESS OTHERWISE DIRECTED BY THE CO.

5. ROADS OR STORAGE AREAS SHALL BE MAINTAINED AND REPAIRED IN KIND BY

THE CONTRACTOR TO THE SATISFACTION OF THE CO. NO ADDITIONAL

COMPENSATION SHALL BE MADE TO THE CONTRACTOR FOR THIS WORK.

6. EXISTING TURF AREAS DISTURBED BY THE CONTRACTOR’S OPERATIONS SHALL

BE RESTORED BY HIM AT HIS EXPENSE TO THE SATISFACTION OF THE CO.

7. THE CONTRACTOR SHALL CONTINUOUSLY CLEAN CONSTRUCTION AREAS

WHICH WILL BE OPEN TO AIR TRAFFIC.

8. IT WILL BE NECESSARY FOR THE CONTRACTOR TO MAKE HIS OWN FIELD

INVESTIGATION TO DETERMINE THE EXACT LOCATION OF THE UNDERGROUND

UTILITIES AT CRITICAL POINTS SO AS TO AVOID ANY DAMAGE. ANY UTILITY,

INCLUDING AIRFIELD ELECTRICAL CABLE AND LIGHTS, DAMAGED BY THE

CONTRACTOR SHALL BE REPAIRED BY HIM AT HIS OWN EXPENSE IN A MANNER

WHICH IS SATISFACTORY TO THE CO. ANY REPAIRS THAT MUST BE MADE BY

THE OWNER OF THE UTILITY SHALL HAVE THE COST REIMBURSED TO THE

UTILITY BY THE CONTRACTOR. AIRFIELD LIGHTING CABLES DAMAGED BY THE

CONTRACTOR SHALL BE REPAIRED BY A QUALIFIED ELECTRICIAN WITH THE

COSTS TO BE BORNE BY THE CONTRACTOR.

9. THE CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL DIMENSIONS,

ELEVATIONS AND CONDITIONS PRIOR TO SUBMITTING BID. IMMEDIATELY NOTIFY

THE CONTRACTING OFFICER OF ANY DISCREPANCIES BETWEEN THE

DRAWINGS, THE SPECIFICATIONS AND THE PROJECT SITE CONDITIONS.

10. THE CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES TO THE

CONTRACT DOCUMENTS WITHOUT THE WRITTEN APROVAL OF THE

CONTRACTING OFFICER.

11. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR JOB

CONDITIONS ON THE JOB SITE INCLUDING SAFETY OF THE PUBLIC AND

WORKERS, PROPERTY, AND COMPLIANCE WITH BUILDING GUIDELINES AND

SAFETY REQUIREMENTS.

12. ALL WORK PERFORMED SHALL CONFORM TO THE REQUIREMENTS OF THE

LATEST ADOPTED EDITION OF THE BUILDING CODE (IBC 2012), ANY APPLICABLE

STATE/GOVERNMENT CODES UNIFIED FACILITIES CRITERIA.

13. THE CONTRACTOR SHALL PROTECT THE EXISTING CONDITION OF ADJACENT

BUILDINGS AND SITE FROM DAMAGES BY NEW WORK. PUBLIC ACCESS TO

ADJACENT AREAS MUST BE MAINTAINED AT ALL TIMES.

14. THE CONTRACTOR SHALL ORDER ALL LONG LEAD−TIME MATERIALS

IMMEDIATELY UPON CONTRACT AWARD TO AVOID DELAYING THE

CONSTRUCTION COMPLETION DEADLINE. FOR LONG LEAD TIMES, SUBMIT SHOP

DRAWINGS AND MATERIAL SUBMITTALS FOR APPROVALS WITHIN 2 WEEKS

AFTER CONTRACT AWARD. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED

WITH DELAYS DUE TO LATE PRODUCT DELIVERIES.

15. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL CLEAN THE NEW

BUILDING AND JOB SITE, INCLUDING GLASS, WALLS, CASEWORK, CARPET,

VINYL, TILES, ETC. BEFORE ACCEPTANCE BY THE GOVERNMENT.

16. THE GOVERNMENT SHALL FURNISH REASONABLE AMOUNTS OF ELECTRIC AND

WATER AT NO COST TO THE CONTRACTOR. CONTRACTOR TO PROVIDE UTILITY

CONNECTIONS AND DISCONNECTIONS.

17. NO PORTION OF THE WORK REQUIRED TO BE INSPECTED BY THE CONTRACTING

OFFICER SHALL BE COVERED OR CONCEALED UNTIL APPROVAL IS GIVEN IN

WRITING. NOTIFY THE CONTRACTING OFFICER ONE WEEK IN ADVANCE OF ANY

REQUIRED INSPECTIONS.

18. CONTRACTOR SHALL REQUEST UTILITY OUTAGES IN WRITING TO THE CO AT

LEAST 10 WORK DAYS IN ADVANCE. REQUEST MUST BE APPROVED AT LEAST 7

WORK DAYS IN ADVANCE. SEE SPECIFICATION SECTION 01 00 00 FOR

ADDITIONAL DETAILS.

ABBREVIATIONS

AIR FORCE BASE

AIR TRAFFIC CONTROL TOWER

BITUMINOUS

CIVIL ENGINEERING SQUADRON

CONTRACTING OFFICER

CONTRACTING OFFICER’S TECHNICAL REPRESENTATIVE

EXISTING

FEDERAL AVIATION ADMINISTRATION

FINISHED FLOOR ELEVATION

INVERT

JOINT BASE MCGUIRE−DIX−LAKEHURST

LIMIT OF DISTURBANCE

MAXIMUM

MINIMUM

NOT TO SCALE

PORTLAND CEMENT CONCRETE

PROPOSED

SANITARY SEWER

STORM SEWER

TYPICAL

AFB

ATCT

BIT

CES

COTR

EXIST

FAA

FFE

INV

JBMDL

LOD

MAX.

MIN.

N.T.S.

PCC

PROP

SAN

TYP.

BID SCHEDULE DESCRIPTION

THE BID SCHEDULE FOR THE PROJECT IS DIVIDED INTO SEVERAL PARTS,

AS DESCRIBED BELOW. CONTRACTOR COSTS FOR GENERAL WORK THAT

SUPPORTS ALL EFFORTS (E.G. MOBILIZATION, TRAFFIC CONTROL, ETC.)

SHALL BE PROPORTIONALLY DIVIDED AMONG THE DIFFERENT LINE ITEMS.

1. . THIS PORTION OF THE WORK INCLUDES ALL COMPONENTS OF

THE WORK THAT REPLACE EXISTING SYSTEMS, SUCH AS AIRFIELD

ELECTRIC GEAR (SWITCHGEAR, TRANSFORMERS, CABLE, BACKUP

GENERATOR & FUEL TANK, HOMERUN DUCTBANK, MANHOLES,

HANDHOLES, AIRFIELD LIGHTING CONTROL & MANAGEMENT SYSTEM),

DEMOLITION OF EXISTING FACILITIES, GRADING, SEEDING, EROSION

AND SEDIMENT CONTROL, ETC.

2. . THIS PORTION OF THE WORK INCLUDES ALL

COMPONENTS OF THE WORK THAT ARE NEW FEATURES, SUCH AS

BUILDING FOUNDATION, WALLS, ROOF, HVAC, AIR COMPRESSOR AND

PIPING, BUILDING LIGHTING, PARKING AREA, DOORS AND

ACCESSORIES.

3. THIS PORTION OF THE WORK

INCLUDES ALL COMPONENTS ASSOCIATED WITH POTABLE WATER OR

SANITARY SEWER SERVICE AS WELL AS RESTROOM FIXTURES, AS

INDICATED IN THE PLANS.

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EXPIRES: 11−30−2017

RICHARD G.

THUMA

062−054766

STATE OF ILLINOIS

B 28 1

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EXPIRES: 11−30−2017

RICHARD G.

THUMA

062−054766

STATE OF ILLINOIS

LEGEND

ACCESS ROUTE

BASE PERIMETER

1. MAXIMUM WEIGHT LIMIT FOR ALL PAVED ROADS ON THE BASE IS THE LEGAL

LOAD LIMIT IN NEW JERSEY: 20,000 LB SINGLE AXLE, 34,000 LB TANDEM AXLE,

80,000 LB GVW.

2. ALL VEHICLES MUST REMAIN ON THE ROADWAYS SHOWN, AND MUST NOT

DEVIATE FROM THE APPROVED ROUTE UNLESS APPROVED BY THE COTR.

3. ALL PAVEMENTS, ROADWAYS, DRIVES AND ANY OTHER AREA USED BY THE

CONTRACTOR AS A HAUL ROAD SHALL BE MAINTAINED AND REPAIRED IN KIND BY

THE CONTRACTOR TO THE SATISFACTION OF THE COTR. THE CONTRACTOR AND

THE COTR SHALL REVIEW THE HAUL ROUTES INTENDED FOR USE DURING THE

CONSTRUCTION AND AGREE TO THE PRE-EXISTING CONDITION PRIOR TO

BEGINNING ANY WORK. IT IS SUGGESTED THAT A VIDEO TAPE OF THE HAUL

ROUTES BE MADE PRIOR TO HAULING. NO ADDITIONAL COMPENSATION SHALL BE

MADE TO THE CONTRACTOR FOR REPAIR OF ANY DAMAGE CAUSED BY HIS

OPERATIONS.

4. ANY DAMAGE CAUSED BY THE CONTRACTOR'S HAUL OPERATIONS OVER THE

AIRFIELD PAVEMENT SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO

THE GOVERNMENT TO THE SATISFACTION OF THE COTR. THE CONTRACTOR AND

COTR SHALL AGREE TO THE CONDITION OF THE EXISTING PAVEMENT PRIOR TO

BEGINNING HAUL OPERATIONS.

5. THE CONTRACTOR SHALL CONTROL DUST ON THE ACCESS AND HAUL ROADS

AND WITHIN THE WORK AREA AS DIRECTED BY THE COTR.

6. ANY VEHICLE REQUIRED TO TRAVEL OVER ANY PORTION OF THE AIRCRAFT

MOVEMENT AREA AND RUNWAY APPROACH AREA, SHALL BE PROPERLY

IDENTIFIED TO OPERATE IN THE AREA. ALL VEHICLES NOT REQUIRING AN ESCORT

SHALL BE MARKED WITH A FLASHING YELLOW BEACON AND IDENTIFIED WITH A

SIGN ON THE DRIVER'S DOOR. VEHICLES REQUIRING AN ESCORT SHALL BE

IDENTIFIED WITH A SIGN ON THE DRIVER'S DOOR. THE FLAG SHALL BE NOT LESS

THAN 3-FOOT SQUARE CONSISTING OF A CHECKERED PATTERN OF

INTERNATIONAL ORANGE AND WHITE SQUARES OF NOT LESS THAN ONE FOOT ON

EACH SIDE AND DISPLAYED IN FULL VIEW ABOVE THE VEHICLE.

7. ALL VEHICLES TRAVELING ON THE ACTIVE AIRFIELD MUST HAVE AN AIRFIELD

PASS AND TRAINED DRIVER. DRIVER TRAINING SHALL BE COORDINATED WITH

COTR AND PROVIDED BY AIRFIELD MANAGER.

CONTRACTOR HAUL ROUTES

1. CONTRACTOR ACCESS TO THE WORK AREA SHALL BE THROUGH THE

COMMERCIAL GATE. ALL CONTRACTOR VEHICLES SHALL BE SUBJECT TO

NORMAL BASE INSPECTION AND SEARCH REQUIREMENTS AT THIS GATE.

NON-COMPLIANCE WITH MINIMUM REQUIREMENTS FOR ACCESSING THE

BASE OR LOST TIME DURING ANY INSPECTION SHALL NOT BE THE

RESPONSIBILITY OF THE GOVERNMENT.

2. CONTRACTOR PERSONNEL PERSONAL VEHICLES SHALL PARK AT THE

WORK AREA. PERSONAL VEHICLES SHALL NOT BE ALLOWED ON THE

AIRFIELD.

CONTRACTOR ACCESS TO BASE

1. CONTRACTOR MAY STORE MATERIALS WITHIN THE WORK AREA. FENCING

AROUND THE PROJECT SITE IS NOT REQUIRED; HOWEVER CONTRACTOR

ASSUMES ALL RISK FOR SAFETY AND SECURITY ON THE SITE.

CONTRACTOR STORAGE AREA

10005000

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NEW ASPHALT PAVEMENT

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EXISTING TEMPORARY

STORAGE BUILDING

EXISTING VAULT BUILDING

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EXPIRES: 11−30−2017

RICHARD G.

THUMA

062−054766

STATE OF ILLINOIS

NOTES

1. CONTRACTOR SHALL COORDINATE SCHEDULE AND START OF ALL PHASES

WITH COTR.

2. SEE TABLE A ON THIS SHEET FOR PHASE DURATIONS.

3. DURING ALL PHASES, CONTRACTOR SHALL COORDINATE REMOVAL AND

REPLACEMENT OF EROSION CONTROL MEASURES TO MINIMIZE THE

POTENTIAL FOR SEDIMENT RUNOFF.

4. MAJOR WORK ITEMS AND INSTRUCTIONS ASSOCIATED WITH EACH PHASE ARE

LISTED BELOW.

PHASE A: MOBILIZATION

INSTALL EROSION CONTROL MEASURES AT PROJECT SITE

SETUP CONTRACTOR STORAGE AREA IN PROJECT AREA

PROVIDE ALL SUBMITTALS AND SHOP DRAWINGS TO COTR

PERSONNEL BADGING

PHASE B: CONSTRUCT NEW BUILDING AND COMPLETE SITE WORK

CONNECT ALL UTILITIES

TEST ALL INSTALLED SYSTEMS

CLEAN NEW CONSTRUCTION AND PREPARE BUILDING FOR

OCCUPANCY

MAKE NEW BUILDING OPERATIONAL

INSTALL NEW MANHOLES, DUCTBANKS, AND CABLES

BACKFILL ALL TRENCHES AND ESTABLISH TURF

PHASE C: SPLICE/TRANSFER AIRFIELD CIRCUITS INTO NEW VAULT

− DAILY AIRFIELD CIRCUIT OUTAGES ONLY

− VERIFY ALL CIRCUITS OPERATIONAL AT END OF DAY

TEST SYSTEMS AND ALCMS TO ENSURE FULL FUNCTION

PHASE D: SALVAGE EQUIPMENT FROM OLD BUILDING

GOVERNMENT MOVES EQUIPMENT AND SUPPLIES FROM OLD TO

NEW BUILDING

PHASE E: DEMOLISH VAULT BUILDING 281

REMOVE AIRFIELD LIGHTING GENERATOR FROM BUILDING 282

DEMOLISH TEMPORARY STORAGE BUILDING (CONEX BOX)

BACKFILL EXCAVATION AND GRADE TO DRAIN

ESTABLISH TURF IN DISTURBED AREAS

REMOVE EROSION CONTROL MEASURES ONLY AFTER COTR

APPROVAL

TABLE A

PHASE CONCURRENT PHASES

PHASE DURATION

(CONSECUTIVE

CALENDAR DAYS)

A NONE 60

B C 270

C B 15

D NONE 15

E NONE 45

TOTAL 405

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EXPIRES: 11−30−2017

RICHARD G.

THUMA

062−054766

STATE OF ILLINOIS

LV-1

LV-2

LEGEND

BORING LOCATIONS

KEY MAP

40200

EROSION CONTROL MAINTENANCE

1. INSPECT EROSION CONTROL MEASURES IMMEDIATELY AFTER EACH

RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.

MAKE ANY REQUIRED REPAIRS IMMEDIATELY.

2. PAY CLOSE ATTENTION TO THE REPAIR OF DAMAGED SILT FENCE

RESULTING FROM END RUNS AND UNDERCUTTING.

3. SHOULD FILTER FABRIC DECOMPOSE OR BECOME INEFFECTIVE

PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE

BARRIER IS STILL NECESSARY, REPLACE THE FABRIC PROMPTLY.

4. SEDIMENT DEPOSITS MUST BE REMOVED WHEN DEPOSITS REACH

APPROXIMATELY ONE−HALF THE HEIGHT OF THE BARRIER.

5. AFTER SILT FENCE IS NO LONGER REQUIRED, DRESS ANY SEDIMENT

DEPOSITS THAT REMAIN IN PLACE TO CONFORM WITH THE EXISTING

GRADE. PREPARE AND SEED THESE SEDIMENT DEPOSITS.

CIVIL LANDSCAPING − EROSION AND SEDIMENT CONTROL NOTES

1. CONTRACTOR SHALL PREVENT UNFILTERED CONSTRUCTION AREA

RUNOFF FROM ENTERING ANY STORM SEWER INLETS, DITCHES OR

WATERWAYS.

2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL STORM SEWER

INLETS.

3. CONTRACTOR SHALL USE A DEWATERING FILTER BAG OR OTHER

APPROVED SEDIMENT FILTRATION DEVICE FOR ALL DEWATERING

ACTIVITIES. A SECONDARY FILTERING DEVICE SUCH AS EITHER AN

INLET SEDIMENT TRAP, INLET SEDIMENT FILTER OR STRAW BALE

BARRIER SHALL BE USED WITH THE FILTER BAGS. PUMPING RATES

SHALL NOT EXCEED THE DESIGN CAPACITY OF THE FILTRATION

DEVICE. ADDITIONAL FILTRATION DEVICES SHALL BE REQUIRED IF

NEEDED TO PREVENT SEDIMENTS BEING RELEASED INTO THE

STORMWATER SYSTEM.

4. OVER GRATE INLET PROTECTION SHALL BE MOVED AND INSTALLED

ON NEW INLETS AFTER THEY ARE CONSTRUCTED.

5. SEE GS501 FOR EROSION CONTROL DETAILS.

6. ALL UNSURFACED AREAS DISTURBED BY CONSTRUCTION

OPERATIONS SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR

SHALL SEED, FERTILIZE AND MULCH DISTURBED AREAS IN

ACCORDANCE WITH SPECIFICATIONS.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A

HEALTHY STAND OF GRASS (80% VEGETATIVE COVER AND MOWED

ONCE) TO THE SATISFACTION OF THE COTR. CONTRACTOR SHALL

WATER SEEDED AREAS AS NECESSARY TO ESTABLISH TURF.

PERMANENT SEEDING MIXTURE SHALL BE THE STANDARD

PINELANDS MIXTURE, CONSISTING OF SWITCHGRASS (20%),

DEERTONGUE (13%), LITTLE BLUESTEM (27%), SHEEP FESCUE (27%)

AND PARTRIDGE PEA (13%) APPLIED AT A RATE OF 10 LBS PER 1000

SQUARE FEET.

8. IF SOIL STOCKPILING IS USED, TEMPORARY SEEDING (100%

PERENNIAL RYEGRASS) SHALL BE APPLIED TO STABILIZE THE

STOCKPILE. IN ADDITION, SILT FENCE SHALL BE INSTALLED

SURROUNDING THE STOCKPILE TO FILTER RUNOFF.

9. TOP OF TURF TO BE 0.0 INCH MINIMUM, 1.0 INCH MAXIMUM BELOW

THE SURFACE OF THE ADJACENT PAVEMENT.

10. CONTRACTOR SHALL LIMIT DISTURBANCE OF EXISTING TURF AS

MUCH AS POSSIBLE. TRAFFIC ROUTES ACROSS TURF SHALL BE

CLEARLY DEFINED AND AS CLOSE AS POSSIBLE TO RE−GRADING

AREAS.

11. ANY AREA DISTURBED FOR UTILITY INSTALLATION SHALL BE

BACKFILLED, COMPACTED, COVERED WITH TOPSOIL, AND HAVE

TURF ESTABLISHED AS SOON AS POSSIBLE AFTER UTILITY

INSTALLATION.

12. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BMP’S TO

PREVENT SEDIMENT−LADEN RUNOFF INTO STORM SEWER PIPES

DURING STORM SEWER PIPE AND/OR INLET REPLACEMENT. AT A

MINIMUM, PROTECTIVE MEASURES SHALL INCLUDE STRAW BALES

AND/OR STONE CHECK DAMS PER GS501.

13. SEE GS101 THRU GS202 FOR SEQUENCE OF CONSTRUCTION NOTES.

EROSION & SEDIMENT CONTROL PLAN FEES

1. CONTRACTOR SHALL INCLUDE IN BASE BID COSTS FOR PLAN REVIEWS

AND INSPECTIONS ASSOCIATED WITH EROSION AND SEDIMENT

CONTROLS.

2. RFA FEE: CONTRACTOR SHALL PROVIDE A CHECK IN THE AMOUNT OF

$650 TO BE SUBMITTED IN CONJUNCTION WITH THE RFA FORM.

3. REVIEW FEE: CONTRACTOR SHALL PROVIDE A CHECK IN THE AMOUNT

OF $950 PAYABLE TO "TREASURER, STATE OF NEW JERSEY" FOR

REVIEW OF THE EROSION AND SEDIMENT CONTROL PLAN. CHECK

SHALL BE SUBMITTED IN CONJUNCTION WITH THE PLAN FOR SOIL

EROSION AND SEDIMENT CONTROL CERTIFICATION.

4. INSPECTION FEE: CONTRACTOR SHALL PROVIDE A CHECK IN THE

AMOUNT OF $650 PAYABLE TO "TREASURER, STATE OF NEW JERSEY"

FOR EROSION AND SEDIMENT CONTROL INSPECTION BY THE STATE OR

SOIL CONSERVATION DISTRICT.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ANY REINSPECTION

FEES AT NO ADDITIONAL COST TO THE GOVERNMENT.

1. THE OCEAN COUNTY SOIL CONSERVATION DISTRICT SHALL BE

NOTIFIED FORTY−EIGHT (48) HOURS IN ADVANCE OF ANY LAND

DISTURBANCE.

2. ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE STATE

STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW

JERSEY.

3. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ARE TO BE

INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE, OR IN THEIR

PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT

PROTECTION IS ESTABLISHED.

4. ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT

CONTROL PLANS WILL REQUIRE THE SUBMISSION OF REVISED SOIL

EROSION AND SEDIMENT CONTROL PLANS TO THE DISTRICT. THE

REVISED PLANS MUST MEET ALL CURRENT STATE SOIL EROSION AND

SEDIMENT CONTROL STANDARDS.

5. N.J.S.A 4:24−39 ET SEQ. REQUIRES THAT NO CERTIFICATES OF

OCCUPANCY BE ISSUED BEFORE THERE HAS BEEN COMPLIANCE

WITH PROVISIONS OF A CERTIFIED PLAN FOR PERMANENT

MEASURES. ALL SITE WORK, AND ALL WORK AROUND INDIVIDUAL

LOTS IN SUBDIVISIONS, MUST BE COMPLETED PRIOR TO THE

DISTRICT ISSUING A REPORT OF COMPLIANCE FOR THE ISSUANCE OF

A CERTIFICATE OF OCCUPANCY BY THE MUNICIPALITY.

6. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN

THIRTY (30) DAYS, AND NOT SUBJECT TO CONSTRUCTION TRAFFIC,

WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON

PREVENTS THE ESTABLISHMENT OF TEMPORARY COVER, THE

DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT

MATERIAL, AT A RATE OF 2 TO 2 ½ TONS PER ACRE, ACCORDING TO

STATE STANDARD FOR STABILIZATION WITH MULCH ONLY.

7. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH

GRADING, ALL CRITICAL AREAS SUBJECT TO EROSION (I.E. STEEP

SLOPES AND ROADWAY EMBANKMENTS) WILL RECEIVE TEMPORARY

SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE

EQUIVALENT, AT A RATE OF 1 ½ TO 2 TONS PER ACRE, ACCORDING

TO STATE STANDARDS.

8. A SUB−BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING

ROUGH GRADING AND INSTALLATION OF IMPROVEMENTS TO

STABILIZE STREETS, ROADS, DRIVEWAYS, AND PARKING AREAS. IN

AREAS WHERE NO UTILITIES ARE PRESENT, THE SUB−BASE SHALL BE

INSTALLED WITHIN FIFTEEN (15) DAYS OF THE PRELIMINARY

GRADING.

9. ANY STEEP SLOPES (3:1 OR GREATER) OR ANY EXISTING ROADWAYS

RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND

STABILIZED DAILY, AS THE INSTALLATION CONTINUES.

10. THE STANDARD FOR STABILIZED CONSTRUCTION ACCESS REQUIRES

THE INSTALLATION OF A STONE PAD AT ALL CONSTRUCTION

DRIVEWAYS WHERE VEHICLES WILL ACCESS PAVED ROADWAYS

FROM UNPAVED AREAS OF THE SITE.

11. ALL SEDIMENT WASHED, DROPPED, SPILLED, OR TRACKED ONTO

ROADWAYS (PUBLIC OR PRIVATE) OR OTHER IMPERVIOUS SURFACES

WILL BE REMOVED IMMEDIATELY.

12. PERMANENT VEGETATION IS TO BE SEEDED OR SODDED ON ALL

EXPOSED AREAS WITHIN TEN (10) DAYS AFTER FINAL GRADING. AT

THE TIME OF THE FINAL INSPECTION, YOU ARE REQUIRED TO

PROVIDE CONFIRMATION THAT THE PROPER TYPE AND AMOUNT OF

SEED, LIME AND FERTILIZER HAVE BEEN USED FOR PERMANENT

STABILIZATION WORK. STRAW MULCH IS REQUIRED ON ALL SEEDING.

13. AT THE TIME THAT SITE PREPARATION FOR PERMANENT VEGETATIVE

STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL

NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE

VEGETATIVE GROUND COVER SHALL BE REMOVED OR TREATED IN

SUCH A WAY THAT IT WILL PERMANENTLY ADJUST THE SOIL

CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND

COVER. IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT

PROVIDE SUITABLE CONDITIONS, NON−VEGETATIVE MEANS OF

PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED.

14. IN ACCORDANCE WITH THE STANDARD FOR MANAGEMENT OF HIGH

ACID PRODUCING SOILS, ANY SOIL HAVING A PH OF 4 OR LESS OR

CONTAINING IRON SULFIDES SHALL BE COVERED WITH A MINIMUM

OF TWELVE (12) INCHES OF SOIL HAVING A PH OF 5 OR MORE PRIOR

TO SEEDBED PREPARATION. AREAS WHERE TREES OR SHRUBS ARE

TO BE PLANTED SHALL BE COVERED WITH A MINIMUM OF

TWENTY−FOUR (24) INCHES OF SOIL HAVING A PH OF 5 OR MORE.

15. CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL

REQUIRED OUTFALLS PRIOR TO THE DRAINAGE SYSTEM BECOMING

OPERATIONAL.

16. UNFILTERED DEWATERING IS NOT PERMITTED. NECESSARY

PRECAUTIONS MUST BE TAKEN DURING ALL DEWATERING

OPERATIONS TO MINIMIZE SEDIMENT TRANSFER. ANY DEWATERING

METHODS USED MUST BE IN ACCORDANCE WITH THE STANDARD FOR

DEWATERING.

17. SHOULD THE CONTROL OF DUST AT THE SITE BE NECESSARY, THE

SITE WILL BE SPRINKLED UNTIL THE SURFACE IS WET, TEMPORARY

VEGETATIVE COVER SHALL BE ESTABLISHED OR MULCH SHALL BE

APPLIED AS REQUIRED BY THE STANDARD FOR DUST CONTROL.

18. STOCKPILE AND STAGING LOCATIONS ESTABLISHED IN THE FIELD

SHALL BE PLACED WITHIN THE LIMIT OF DISTURBANCE ACCORDING

TO THE CERTIFIED PLAN. STAGING AND STOCKPILES NOT LOCATED

WITHIN THE LIMIT OF DISTURBANCE WILL REQUIRE CERTIFICATION

OF A REVISED SOIL EROSION AND SEDIMENT CONTROL PLAN. THE

DISTRICT RESERVES THE RIGHT TO DETERMINE WHEN

CERTIFICATION OF A NEW AND SEPARATE SOIL EROSION AND

SEDIMENT CONTROL PLAN WILL BE REQUIRED FOR THESE

ACTIVITIES.

19. ALL SOIL STOCKPILES ARE TO BE TEMPORARILY STABILIZED IN

ACCORDANCE WITH SOIL EROSION AND SEDIMENT CONTROL NOTE

#6.

20. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR ANY EROSION

OR SEDIMENTATION THAT MAY OCCUR BELOW STORMWATER

OUTFALLS OR OFFSITE AS A RESULT OF CONSTRUCTION OF THE

PROJECT.

STANDARD OCEAN COUNTY EROSION CONTROL NOTES

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M oh am m ed A bu hz ai m a

EXPIRES: 11−30−2017

RICHARD G.

THUMA

062−054766

STATE OF ILLINOIS

LEGEND

EXISTING STORM SEWER LINE

EXISTING INLET

LIMITS OF DISTURBANCE

SILT FENCE

EXISTING FENCE

EXISTING CONTOUR

INLET PROTECTION

STABILIZED CONSTRUCTION ENTRANCE

LOD

SEQUENCE OF CONSTRUCTION

1. NOTIFY COTR SEVEN DAYS BEFORE ANY LAND DISTURBING

ACTIVITIES.

2. INSTALL EROSION CONTROL MEASURES.

3. APPLY TEMPORARY SEEDING TO DISTURBED AREAS THAT ARE

NOT WORKED FOR MORE THAN 30 DAYS.

NOTES

1. SEE EROSION CONTROL NOTES AND DETAILS ON SHEETS GS001

AND GS501.

2. SEE SPECIFICATION SECTION 329219 FOR SEED AND MULCH

REQUIREMENTS.

3. SEE SHEET GS501 FOR SILT FENCE REQUIREMENTS.

KEY MAP

60300

S D

R O

U N

D S

R O

A D

ALLEN ROAD

SF SF SF

SF SF SF SF

L D

H T

V A

U L

T R

E P

GS102

L A

K E

H U

R S

T , N

E W

J E

R S

E Y

C G

E −D

−L

A K

E H

U R

S T

M O

C O

M M

A N

D E

P A

R T

M E

N T

O F

T H

E A

O R

C E

E P

R G

T C

M T

1−

C M

M S

B L−

−1

7−

W G

E R

O S

A N

D S

E D

N T

C O

N T

R O

P R

E −D

E V

E L

O P

M E

N T

E L

O C

A T

:\J B

M D

1−

R A

W \S

H E

E T

S \M

S B

L−

−1

7−

\M S

B L−

−1

7−

W G

A B C D E F G H I

D es ig ne d by

D w n by

P ag e S iz e:

C M

T P ro je ct N o.

P lo t D at e:

P ro je ct

D at e:

C hk b y:

D E

S C

N A

P P

R O

V E

A t F ul l S iz e

S he et

2" x3

P R

C T

N U

M B

E R

S B

L -1

MSBL-15-1006Sh eet of9 84

Drawing:

D A

T E

YT C

BILI MO

I A

R D

P lo t B y:

R E

VOL. 1 of 1

A pp ro ve d by

F ile

N am e:

P lo t S ca le

A R

A P ro je ct N o.

C O

P Y

H T

R A

W F

O R

D , M

U R

P H

, I

N C

. 2

−S ep −1

M oh am m ed A bu hz ai m a

EXPIRES: 11−30−2017

RICHARD G.

THUMA

062−054766

STATE OF ILLINOIS

LEGEND

EXISTING STORM SEWER LINE

EXISTING INLET

LIMITS OF DISTURBANCE

SILT FENCE

EXISTING FENCE

EXISTING CONTOUR

INLET PROTECTION

STABILIZED CONSTRUCTION ENTRANCE

LOD

SEQUENCE OF CONSTRUCTION

1. NOTIFY COTR SEVEN DAYS BEFORE ANY LAND DISTURBING

ACTIVITIES.

2. INSTALL EROSION CONTROL MEASURES.

3. APPLY TEMPORARY SEEDING TO DISTURBED AREAS THAT ARE

NOT WORKED FOR MORE THAN 30 DAYS.

NOTES

1. SEE EROSION CONTROL NOTES AND DETAILS ON SHEETS GS001

AND GS501.

2. SEE SPECIFICATION SECTION 329219 FOR SEED AND MULCH

REQUIREMENTS.

3. SEE SHEET GS501 FOR SILT FENCE REQUIREMENTS.

KEY MAP

60300

SDSD

B281 B282

R O

U N

D S

R O

A D

NEW

AIRFIELD

LIGHTING

VAULT

BUILDING

LODLODLODLODLO

LOD

LOD LOD LOD

S F

SF SF SF

H H

SDSD

B281 B282

86.0

85.0

86.0

L D

H T

V A

U L

T R

E P

GS201

L A

K E

H U

R S

T , N

E W

J E

R S

E Y

C G

E −D

−L

A K

E H

U R

S T

M O

C O

M M

A N

D E

P A

R T

M E

N T

O F

T H

E A

O R

C E

E P

R G

T C

M T

1−

C M

M S

B L−

−1

7−

W G

E R

O S

A N

D S

E D

N T

C O

N T

R O

P O

S T

−D E

V E

L O

P M

E N

E L

O C

A T

:\J B

M D

1−

R A

W \S

H E

E T

S \M

S B

L−

−1

7−

\M S

B L−

−1

7−

W G

A B C D E F G H I

D es ig ne d by

D w n by

P ag e S iz e:

C M

T P ro je ct N o.

P lo t D at e:

P ro je ct

D at e:

C hk b y:

D E

S C

N A

P P

R O

V E

A t F ul l S iz e

S he et

2" x3

P R

C T

N U

M B

E R

S B

L -1

MSBL-15-1006

Sheet of10 84

Drawing:

D A

T E

YT C

BILI MO

I A

R D

P lo t B y:

R E

VOL. 1 of 1

A pp ro ve d by

F ile

N am e:

P lo t S ca le

A R

A P ro je ct N o.

C O

P Y

H T

R A

W F

O R

D , M

U R

P H

, I

N C

. 2

−S ep −1

M oh am m ed A bu hz ai m a

EXPIRES: 11−30−2017

RICHARD G.

THUMA

062−054766

STATE OF ILLINOIS

LEGEND

NOTES

1. SEE EROSION CONTROL NOTES AND DETAILS ON SHEETS GS001

AND GS501.

2. SEE SPECIFICATION SECTION 329219 FOR SEED AND MULCH

REQUIREMENTS.

3. SEE SHEET GS501 FOR SILT FENCE REQUIREMENTS.

EXISTING STORM SEWER LINE

EXISTING INLET

LIMITS OF DISTURBANCE

SILT FENCE

EXISTING CONTOUR

PROPOSED CONTOUR

EXISTING FENCE

LOD

SEQUENCE OF CONSTRUCTION

1. AFTER FINISH GRADING, APPLY SEED, FERTILIZER AND MULCH

TO DISTURBED AREAS.

2. MAINTAIN SEEDED AREAS UNTIL TURF IS ESTABLISHED.

3. AFTER DISTURBED AREAS ARE STABILIZED WITH TURF, REMOVE

SILT FENCE. INSTALL SEED AND MULCH TO ESTABLISH TURF IN

SILT FENCE REMOVAL AREAS.

SEED AND MULCH

INLET PROTECTON

KEY MAP

60300

S D

SF SF SF

SF SF SF SF

S D

R O

U N

D S

R O

A D

ALLEN ROAD

5’ (T

YP.)

L D

H T

V A

U L

T R

E P

GS202

L A

K E

H U

R S

T , N

E W

J E

R S

E Y

C G

E −D

−L

A K

E H

U R

S T

M O

C O

M M

A N

D E

P A

R T

M E

N T

O F

T H

E A

O R

C E

E P

R G

T C

M T

1−

C M

M S

B L−

−1

7−

W G

E R

O S

A N

D S

E D

N T

C O

N T

R O

P O

S T

−D E

V E

L O

P M

E N

E L

O C

A T

:\J B

M D

1−

R A

W \S

H E

E T

S \M

S B

L−

−1

7−

\M S

B L−

−1

7−

W G

A B C D E F G H I

D es ig ne d by

D w n by

P ag e S iz e:

C M

T P ro je ct N o.

P lo t D at e:

P ro je ct

D at e:

C hk b y:

D E

S C

N A

P P

R O

V E

A t F ul l S iz e

S he et

2" x3

P R

C T

N U

M B

E R

S B

L -1

MSBL-15-1006

Sheet of11 84

Drawing:

D A

T E

YT C

BILI MO

I A

R D

P lo t B y:

R E

VOL. 1 of 1

A pp ro ve d by

F ile

N am e:

P lo t S ca le

A R

A P ro je ct N o.

C O

P Y

H T

R A

W F

O R

D , M

U R

P H

, I

N C

. 2

−S ep −1

M oh am m ed A bu hz ai m a

EXPIRES: 11−30−2017

RICHARD G.

THUMA

062−054766

STATE OF ILLINOIS

LEGENDNOTES

1. SEE EROSION CONTROL NOTES AND DETAILS ON SHEETS GS001

AND GS501.

2. SEE SPECIFICATION SECTION 329219 FOR SEED AND MULCH

REQUIREMENTS.

3. SEE SHEET GS501 FOR SILT FENCE REQUIREMENTS.

EXISTING STORM SEWER LINE

EXISTING INLET

LIMITS OF DISTURBANCE

SILT FENCE

EXISTING CONTOUR

PROPOSED CONTOUR

EXISTING FENCE

LOD

SEQUENCE OF CONSTRUCTION

1. AFTER FINISH GRADING, APPLY SEED, FERTILIZER AND MULCH

TO DISTURBED AREAS.

2. MAINTAIN SEEDED AREAS UNTIL TURF IS ESTABLISHED.

3. AFTER DISTURBED AREAS ARE STABILIZED WITH TURF, REMOVE

SILT FENCE. INSTALL SEED AND MULCH TO ESTABLISH TURF IN

SILT FENCE REMOVAL AREAS.

SEED AND MULCH

INLET PROTECTON

KEY MAP

60300

PLAN VIEW

SIDE ELEVATION

NOTES

HEAVY DUTY SILT FENCE

TABLE A − FILTER FABRIC REQUIREMENTS

ATTACHING TWO FENCES

SECTION A−A

PLAN VIEW

ELEVATION

SECTION C−C

SILT FENCE TYPICAL SECTION

100’

(MIN.)

EXISTING GROUND GEOTEXTILE

MOUNTABLE BERM

(OPTIONAL)

EXISTING

PAVEMENT

5:1

100’

(MIN.)

EXISTING

PAVEMENT

25’ TAPER

CRUSHED COARSE AGGREGATE

(ASTM C33, SIZE 2 OR 3)

EXISTING GROUND

MUST EXTEND FULL WIDTH OF

INGRESS AND EGRESS OPERATION*

GEOTEXTILE (TABLE A)

24’

(MIN.)

TEMPORARY STONE CONSTRUCTION ENTRANCE

N.T.S1

GS101

STANDARD SYMBOL

DEWATERING FILTER BAG DETAIL

N.T.S2

TIE DOWN STRAP

WATER PUMP

PUMP DISCHARGE HOSE

DEWATERING FILTER BAG

FILTERED WATER

FLOW

1. DEWATERING FILTER BAG SHALL BE USED WHENEVER PUMPING

WATER FROM AN EXCAVATION AREA.

2. FILTER BAG FABRIC SHALL MEET REQUIREMENTS OF TABLE A.

COARSE AGGREGATE

NO. 2 PLACED IN

FRONT OF CHECK DAM

6" TO 9" RIPRAP

STONES ON GEOTEXTILE

2’ (M

2’

SPILLWAY

VARIES

2’

1’ 1’

2H:1V 2H:1V

GEOTEXTILE

SPILLWAY

2’

(MAX.)

STANDARD SYMBOL

TEMPORARY STONE CHECK DAM

N.T.S3

GEOTEXTILE

FLOW

TOP OF GROUND

2H :1V

2H:1V

GRAB TENSILE STRENGTH (LBS)

GRAB TENSILE ELONGATION (%), MAX.

MULLEN BURST STRENGTH (LBS)

PUNCTURE STRENGTH (LBS)

APPARENT OPENING SIZE

(U.S. STANDARD SIEVE)

FLOW RATE (GAL./MIN./SQ.FT.)

PERMITTIVITY

UV RESISTANCE AT 500 HOURS

(% STRENGTH RETAINED)

TRAPEZOID TEAR STRENGTH (LBS), MIN.

PROPERTY

TEST

METHOD

ASTM

D4632

ASTM

D4632

ASTM

D3786

ASTM

D4833

ASTM

D4751

ASTM

D4491

ASTM

D4491

ASTM

D4355

ASTM

D4533

CONSTRUCTION

ENTRANCE

AND

GEOTEXTILE

DEWATERING

BAG

SILT FENCE

AND INLET

PROTECTION

FILTER FABRIC

200 200 100

15 10 30

190 400 −−−

40 80 −−−

40−80 40 20−100

−−− 140 −−−

−−− −−− 0.2 SEC−1

−−− 90 −−−

75 75 55 MIN

SILT FENCE NOTES

1. GEOTEXTILE SHALL BE FASTENED SECURELY TO FENCE POST BY USE OF WIRE TIES

OR HOG RINGS. THREE FASTENERS PER POST.

2. BURY BOTTOM 1’−0" OF GEOTEXTILE AND TAMP IN PLACE.

3. ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE SHALL BE SECURELY FASTENED TO A

COMMON POST BY WRAPPING EACH END OF THE GEOTEXTILE AROUND THE POST

TWICE AND ATTACHING AS SPECIFIED IN NOTE 1 ABOVE. SPLICING OF INDIVIDUAL

ROLLS SHALL NOT OCCUR AT LOW POINTS.

4. SEE TABLE A FOR FILTER FABRIC REQUIREMENTS.

STANDARD SYMBOL

DRIVE BOTH POSTS

ABOUT 10 INCHES

INTO THE GROUND

AND BURY FLAP.

ROTATE BOTH POSTS AT

LEAST 180 DEGREES IN A

CLOCKWISE DIRECTION

TO CREATE A TIGHT SEAL

WITH THE GEOTEXTILE.

PLACE THE END POST OF

THE SECOND FENCE

INSIDE THE END POST OF

THE FIRST FENCE.

DIRECTION OF RUNOFF WATERS

2’ 2.

FENCE POST

8’ ON CENTERS

GEOTEXTILE

(4’ WIDE)

SILT ACCUMULATION

DIG 6" DEEP TRENCH,

BURY BOTTOM FLAP,

TAMP IN PLACE

6"x6" TRENCH

2"x2" FENCE POST

GALVANIZED 15 GAUGE

WELDED STEEL WIRE MESH,

4" SQUARE OPENINGS

FLOW

CONSTRUCTION AREA

8’

C TO C

2’

(MIN.)

12"

(MIN.)

1’

2’

(MIN.)

FABRIC SECURED TO POST

WITH METAL FASTENERS AND

REINFORCEMENT BETWEEN

FASTENER AND FABRIC

SILT FENCE DETAIL

N.T.S4

GS101

GS102

HIGH VISIBILITY STRIPES OR

MARKINGS TO AVOID

ACCIDENTAL DISTURBANCE SELF−SUPPORTED FILTER

FABRIC FENCE

SURROUNDING GRATE

FILTER FABRIC

OVER GRATE

AGGREGATE

BALLAST

(IF NEEDED)

OVER−GRATE INLET PROTECTION

N.T.S5

STANDARD SYMBOL

NOTES

1. DEVICE SHALL BE SECURED TO

WITHSTAND DISPLACEMENT BY WIND,

WATER AND JET BLAST.

2. DEVICE SHALL BE OF APPROPRIATE

SIZE TO COVER INLET GRATE BUT NO

TURF AROUND INLET.

3. CONTRACTOR SHALL BE RESPONSIBLE

FOR CLEANING AND MAINTAINING

DEVICE TO KEEP IT FUNCTIONING

PROPERTY.

4. GEOTEXTILE SHALL MEET SILT FENCE

REQUIREMENTS ON THIS SHEET.

5. THIS DEVICE SHALL BE USED AFTER

SOD IS INSTALLED AROUND INLET AND

UNTIL TURF IS ESTABLISHED.

6. THIS DEVICE SHALL BE DANDY POP

OR EQUIVALENT PRODUCT.IP

SCE

L D

H T

V A

U L

T R

E P

MSBL-15-1006

GS501

L A

K E

H U

R S

T , N

E W

J E

R S

E Y

C G

E −D

−L

A K

E H

U R

S T

M O

C O

M M

A N

D E

P A

R T

M E

N T

O F

T H

E A

O R

C E

E P

R G

T C

M T

1−

C M

M S

B L−

−1

7−

W G

E R

O S

A N

D S

E D

N T

C O

N T

R O

L D

E T

E L

O C

A T

:\J B

M D

1−

R A

W \S

H E

E T

S \M

S B

L−

−1

7−

\M S

B L−

−1

7−

W G

A B C D E F G H I

D es ig ne d by

D w n by

P ag e S iz e:

C M

T P ro je ct N o.

P lo t D at e:

P ro je ct

D at e:

C hk b y:

D E

S C

N A

P P

R O

V E

A t F ul l S iz e

S he et

2" x3

P R

C T

N U

M B

E R

S B

L -1

Sheet of

Drawing:

D A

T E

YT C

BILI MO

I A

R D

P lo t B y:

R E

VOL. 1 of 1

A pp ro ve d by

F ile

N am e:

P lo t S ca le

A R

A P ro je ct N o.

C O

P Y

H T

R A

W F

O R

D , M

U R

P H

, I

N C

. 2

−S ep −1

M oh am m ed A bu hz ai m a

EXPIRES: 11−30−2017

RICHARD G.

THUMA

062−054766

B307

MAT 1

10397

LLE

N R

O A

BLDG 307

R O

U N

D S

R O

L D

H T

V A

U L

T R

E P

GS601

L A

K E

H U

R S

T , N

E W

J E

R S

E Y

C G

E −D

−L

A K

E H

U R

S T

M O

C O

M M

A N

D E

P A

R T

M E

N T

O F

T H

E A

O R

C E

E P

R G

T C

M T

1−

C M

M S

B L−

−1

7−

W G

E R

U S

S U

R F

A C

E C

H A

N G

E S

E L

O C

A T

:\J B

M D

1−

R A

W \S

H E

E T

S \M

S B

L−

−1

7−

\M S

B L−

−1

7−

W G

A B C D E F G H I

D es ig ne d by

D w n by

P ag e S iz e:

C M

T P ro je ct N o.

P lo t D at e:

P ro je ct

D at e:

C hk b y:

D E

S C

N A

P P

R O

V E

A t F ul l S iz e

S he et

2" x3

P R

C T

N U

M B

E R

S B

L -1

MSBL-15-1006

Sheet of13 84

Drawing:

D A

T E

YT C

BILI MO

I A

R D

P lo t B y:

R E

VOL. 1 of 1

A pp ro ve d by

F ile

N am e:

P lo t S ca le

A R

A P ro je ct N o.

C O

P Y

H T

R A

W F

O R

D , M

U R

P H

, I

N C

. 2

−S ep −1

M oh am m ed A bu hz ai m a

EXPIRES: 11−30−2017

RICHARD G.

THUMA

062−054766

STATE OF ILLINOIS

LEGEND

PAVEMENT OR BUILDING

REMOVAL (SF)

PAVEMENT ADDITIONS (SF)

KEY MAP

XXXX

120600

FEET

THIS SHEET

IMPERVIOUS SURFACE BALANCE

TOTAL REMOVED

TOTAL ADDED

NET CHANGE

11184 SF

6247 SF

− 4937 SF

E E

E E E

E E

E E E

E E

S D

E E

TTTTT

T T

TTTTTT

T T T

T T

F O

FO FOFO

F O

FOFO

F O

J J

D D D D D

D D

S S

G V

SBSB

B281 B282

B307

NEW AIRFIELD LIGHTING

VAULT SITE

R O

U N

D S

R O

A D

SPACE FOR FUTURE

VAULT EXPANSION

(IF NEEDED)

X X

X X X X X X X X X X X X X X X X X

X X X X X

T B C

A B C D E F G H I

D es ig ne d by

D w n by

P ag e S iz e:

C M

T P ro je ct N o.

P lo t D at e:

P ro je ct

D at e:

C hk b y:

D E

S C

N A

P P

R O

V E

A t F ul l S iz e

S he et

2" x3

P R

C T

N U

M B

E R

Sheet of

Drawing:

D A

T E

YT C

BILI MO

I A

R D

P lo t B y:

R E

VOL. 1 of 1

A pp ro ve d by

F ile

N am e:

P lo t S ca le

A R

A P ro je ct N o.

C O

P Y

H T

R A

W F

O R

D , M

U R

P H

, I

N C

. 2

−S ep −1

M oh am m ed A bu hz ai m a

EXPIRES: 11−30−2017

RICHARD G.

THUMA

062−054766

STATE OF ILLINOIS

M S

B L

−1 8−

L D

H T

V A

U L

T R

E P

MSBL−18−6000

CV101

L A

K E

H U

R S

T , N

E W

J E

R S

E Y

C G

E −D

−L

A K

E H

U R

S T

M O

C O

M M

A N

D E

P A

R T

M E

N T

O F

T H

E A

O R

C E

E P

R G

T C

M T

1−

C M

M S

B L−

−1

7−

W G

E X

C O

N D

N S

E L

O C

A T

:\J B

M D

1−

R A

W \S

H E

E T

S \M

S B

L−

−1

7−

\M S

B L−

−1

7−

W G

THE LOCATION OF UNDERGROUND UTILITIES AS INDICATED ON THE PLANS HAS BEEN

OBTAINED FROM EXISTING RECORDS. NEITHER THE OWNER NOR THE PROJECT

ENGINEER ASSUMES ANY RESPONSIBILITY WHATEVER IN RESPECT TO THE

ACCURACY, COMPLETENESS, OR SUFFICIENCY OF THE INFORMATION. THERE IS NO

GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE, AND

TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED ARE

REPRESENTATIVE OF THOSE TO BE ENCOUNTERED IN THE CONSTRUCTION.

IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE ACTUAL LOCATION

OF ALL SUCH FACILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND

UTILITIES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A DIG PERMIT

FOR THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS

FOR DETAILED INFORMATION AND ASSISTANCE IN LOCATING UTILITIES. IN THE EVENT AN

UNEXPECTED UTILITY INTERFERENCE IS ENCOUNTERED DURING CONSTRUCTION, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER AND BASE CE.

ANY SUCH MAINS AND/OR SERVICES DISTURBED BY THE CONTRACTOR’S OPERATIONS

SHALL BE RESTORED IMMEDIATELY AT HIS EXPENSE TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

LEGEND

KEY NOTES

ASPHALT PAVEMENT

UNDERGROUND ELECTRIC

STORM SEWER

TELEPHONE / COMMUNICATIONS

FIBER OPTIC

WATER

FENCE

A ROUNDS ROAD. LANES MUST REMAIN OPEN AT ALL TIMES.

SINGLE LANE CLOSURES WITH FLAGGERS ALLOWED FOR

UTILITY CROSSINGS. PLACE STEEL PLATES OVER TRENCHES

WHEN WORK IS NOT ACTIVE.

B BUILDING 281, EXISTING AIRFIELD LIGHTING VAULT BUILDING.

EQUIPMENT MUST REMAIN OPERATIONAL UNTIL NEW BUILDING

IS CONSTRUCTED, CONNECTED AND FULLY OPERATIONAL.

ACCESS TO THE BUILDING DOORS MUST BE MAINTAINED AT ALL

TIMES.

C BUILDING 282, EXISTING GENERATOR BUILDING. EQUIPMENT

MUST REMAIN OPERATIONAL UNTIL NEW BUILDING IS

CONSTRUCTED, CONNECTED AND FULLY OPERATIONAL.

ACCESS TO BUILDING DOORS AND ADJACENT FUEL TANKS MUST

BE MAINTAINED AT ALL TIMES.

D BUILDING 307, AIRCRAFT HANGAR AND AIR TRAFFIC CONTROL

TOWER. ACCESS TO BUILDING DOORS, PARKING SPACES AND

DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES.

100500

FEET

KEY MAP

E E E E E E

E E

T T T

T T

TTT

T T

F O

J J

S S

B281 B282

NEW AIRFIELD LIGHTING

VAULT SITE

R O

U N

D S

R O

DB281 B282

M S

B L

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Sheet of

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D A

T E

YT C

BILI MO

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VOL. 1 of 1

A pp ro ve d by

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M oh am m ed A bu hz ai m a

EXPIRES: 11−30−2017

RICHARD G.

THUMA

062−054766

STATE OF ILLINOIS

LEGEND

KEY NOTES

A BUILDING 281. DEMOLISH ENTIRE BUILDING, INCLUDING

REMOVAL OF FOUNDATIONS. PRIOR TO DEMOLITION,

GOVERNMENT MAY SALVAGE EXCESS MATERIALS. DISCONNECT

ALL UTILITIES (ELECTRIC, COMMUNICATIONS) AND CAP AT

BUILDING ENTRANCE.

B STORAGE TRAILER. DISCONNET ELECTRICAL UTILITIES AND

COMPLETELY REMOVE FROM SITE, INCLUDING ANY FOUNDATION

MATERIALS. PRIOR TO DEMOLITION, GOVERNMENT WILL MOVE

STORED MATERIAL TO NEW AIRFIELD LIGHTING VAULT BUILDING.

C BUILDING 282. PROTECT BUILDING AND ADJACENT FUEL TANKS

FROM DAMAGE. REMOVE AIRFIELD LIGHTING VAULT

GENERATOR FOR SALVAGE. REMOVE PIPES CONNECTING

GENERATOR TO FUEL TANK.

D ROUNDS ROAD. PRIOR TO PAVING NEW PARKING LOT, A

FULL−DEPTH SAWCUT IS REQUIRED AT EDGE OF ROADWAY TO

CREATE A CLEAN VERTICAL FACE.

E AFTER BUILDING REMOVALS, BACKFILL EXCAVATIONS AND

COMPACT SOIL. PLACE TOPSOIL. APPLY SEED AND MULCH TO

ESTABLISH TURF IN ALL DISTURBED AREAS.

BUILDING REMOVAL

A B C D E F G H I

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P R

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Sheet of

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D A

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BILI MO

I A

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P lo t B y:

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VOL. 1 of 1

A pp ro ve d by

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C O

P Y

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R A

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, I

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. 2

−S ep −1

M oh am m ed A bu hz ai m a

EXPIRES: 11−30−2017

RICHARD G.

THUMA

062−054766

STATE OF ILLINOIS

KEY MAP

40200

S D

T T

F O

J J

R O

U N

D S

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ALLEN ROAD

R O

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D S

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ALLEN ROAD

SAWCUT ASPHALT FULL

DEPTH PRIOR TO REMOVAL

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S C

N A

P P

R O

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A t F ul l S iz e

S he et

2" x3

P R

C T

N U

M B

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Sheet of

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D A

T E

YT C

BILI MO

I A

R D

P lo t B y:

R E

VOL. 1 of 1

A pp ro ve d by

F ile

N am e:

P lo t S ca le

A R

A P ro je ct N o.

C O

P Y

H T

R A

W F

O R

D , M

U R

P H

, I

N C

. 2

−S ep −1

M oh am m ed A bu hz ai m a

EXPIRES: 11−30−2017

RICHARD G.

THUMA

062−054766

STATE OF ILLINOIS

NLEGEND

PAVEMENT REMOVAL

KEY NOTES

REMOVE 10,397 SF ASPHALT PAVEMENT AND AGGREGATE BASE

COURSE TO MINIMUM 12−INCH DEPTH. DISPOSE OF WASTE

MATERIALS OFF BASE. BACKFILL WITH TOPSOIL AND GRADE

BACK TO ORIGINAL CONTOURS. APPLY SEED AND MULSH TO

ESTABLISH TURF.

KEY MAP

60300

E E E

E E E E E

E E

T T

F O

FOFOFOFOFOFO

J J

B281 B282

R10’

NO…

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