D_Civ2.pdf

PDF 44 MB Posted Feb 19, 2019

Attached to: Construction services for an Aircraft Maintenance Hangar
Solicitation number: W912BU-18-R-0026
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

Written by GovTribe AI · Dec 28, 2023

This is a solicitation for construction services for an Aircraft Maintenance Hangar located at Dover Air Force Base in Delaware. The project includes construction of an 84,176 square foot single bay, fully enclosed, fuel cell capable C-5 and C-17 Aircraft Maintenance Hangar with office spaces, tool rooms, break room, toilet and locker facilities, and support functions. The facility will require enhanced commissioning and LEED Silver certification. The construction magnitude is between $25 million to $100 million to be awarded as a firm-fixed price contract. The contract duration is approximately 610 calendar days. A site visit is scheduled for March 1, 2019. Requests for information are due by March 19, 2019, with proposals due April 5, 2019. The contract will be awarded based on a tradeoff process evaluating technical and price factors. The North American Industry Classification System code is 236220 with a small business size standard of $36.5 million and there is no set-aside designation.

From the source

Drawings - 2

View the file

Other files

File	Type	Posted
18R0026_Specs-AM2.pdf	PDF	Apr 3, 2019
18R0026_Dwgs-AM2.pdf	PDF	Apr 3, 2019
18-R-0026_DAFB_AMH_Pre-proposal_Site_Visit_Attendance_Roster.pdf	PDF	Mar 5, 2019
18R0026_Specs-AM1R1.pdf	PDF	Feb 26, 2019
D_Elec10.pdf	PDF	Feb 19, 2019
D_Structural4.pdf	PDF	Feb 19, 2019
RFI_Format.pdf	PDF	Feb 19, 2019
D_Civ3.pdf	PDF	Feb 19, 2019
D_Int6.pdf	PDF	Feb 19, 2019
D_Fire7.pdf	PDF	Feb 19, 2019
D_Arch5.pdf	PDF	Feb 19, 2019
D_Tel11.pdf	PDF	Feb 19, 2019
18R0026-SpecsVol1-RTA.pdf	PDF	Feb 19, 2019
D_Plum8.pdf	PDF	Feb 19, 2019
D_Gen1.pdf	PDF	Feb 19, 2019
D_Mech9.pdf	PDF	Feb 19, 2019
18R0026-SpecsVol3-RTA.pdf	PDF	Feb 19, 2019
18R0026-SpecsVol2-RTA.pdf	PDF	Feb 19, 2019

Show all 18

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

CC BB AA Z Y X W V U T S R Q P O N M L K J I H G F E

I N

M E

S Q

U I T

S . R

A M

P R

O U

T E

U t h

T t h

C H

E V

R O

V E

EVREUX ST

P E

R I M

E T

MACADAMIA WAY

SPRUCE COURT

MACADAMIA WAY

M O

B I L I T

A Y

PROJECT

SITE

APRON PROJECT

(BY OTHERS)

MAIN

SECURITY

GATE

CONTRACTOR

PRIMARY ROUTE

THROUGH BASE TO

PROJECT SITE

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

1 2 3 4 5

PLATE REFERENCE

NUMBER

SHEET OF

P L O

A T

P L

L E

S U

B M

I T

T E

D W

D E

S I G

N E

C K

D A

T E

S I Z

F I L

A M

S O

L I C

I T

A T

I O

C O

N T

R A

C A

T E

G O

US ARMY CORPS

OF ENGINEERS

PHILADELPHIA

DISTRICT

D O

V E

A I R

C R

A F

A I N

T E

N A

N C

A C

I L

I T

E D

U S

R M

N G

I N

E E

I S

T R

I C

C O

R P

N G

I N

E E

R S

R P

E L

I R Y

N G

E S I

NOT FOR

CONSTRUCTION

1 2 3 4 5

A W

V R

J D

J P

- 1 2 D

C-001

PNN

SCALE: 1''=300'-0''

300 150 0 300

SCALE:

LOCATION MAP

N.T.S.

SCALE:

LOCATION MAP

N.T.S.

SCALE:

VICINITY MAP

AS SHOWN

DOVER AIR

FORCE

BASE

DOVER AIR

FORCE

BASE

C-001

AutoCAD SHX Text

CELL 1

AutoCAD SHX Text

CELL 3

AutoCAD SHX Text

CELL 2

AutoCAD SHX Text

CELL4

AutoCAD SHX Text

MAIN RAMP

AutoCAD SHX Text

C-5 PARKING

AutoCAD SHX Text

MAIN RAMP

AutoCAD SHX Text

AutoCAD SHX Text 5th ST

AutoCAD SHX Text 3rd ST

AutoCAD SHX Text

6TH ST

AutoCAD SHX Text

4TH ST

AutoCAD SHX Text

AutoCAD SHX Text 1st ST

AutoCAD SHX Text 2nd ST

AutoCAD SHX Text

ORLY ST

AutoCAD SHX Text

RAMP RD

AutoCAD SHX Text

RUNWAY 14-32

AutoCAD SHX Text

TAXIWAY "G"

AutoCAD SHX Text

TAXIWAY "A"

AutoCAD SHX Text

TAXIWAY "C"

AutoCAD SHX Text

TAXIWAY "A"

AutoCAD SHX Text

MAIN GATE WAY

AutoCAD SHX Text

PARIS ST

AutoCAD SHX Text

EVREUX ST

AutoCAD SHX Text

RAMP RD

AutoCAD SHX Text

ATLANTIC ST

AutoCAD SHX Text

CHEVRON AVE

AutoCAD SHX Text

RAMP RD

AutoCAD SHX Text

ATLANTIC ST

AutoCAD SHX Text

ATLANTIC ST

AutoCAD SHX Text

RAMP RD

AutoCAD SHX Text

PARIS ST

AutoCAD SHX Text

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

1 2 3 4 5

PLATE REFERENCE

NUMBER

SHEET OF

P L O

A T

P L

L E

S U

B M

I T

T E

D W

D E

S I G

N E

C K

D A

T E

S I Z

F I L

A M

S O

L I C

I T

A T

I O

C O

N T

R A

C A

T E

G O

US ARMY CORPS

OF ENGINEERS

PHILADELPHIA

DISTRICT

D O

V E

A I R

C R

A F

A I N

T E

N A

N C

A C

I L

I T

E D

U S

R M

N G

I N

E E

I S

T R

I C

C O

R P

N G

I N

E E

R S

R P

E L

I R Y

N G

E S I

NOT FOR

CONSTRUCTION

1 2 3 4 5

A W

V R

J D

J P

- 1 2 D

C-002

SDx

Eux

Cux

EXISTING LEGEND

EXISTING STORM SEWER

EXISTING GAS LINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING UNDERGROUND TELECOM LINE

SYMBOL

EXISTING WATERLINE

EXISTING UNKNOWN UNDERGROUND UTILITY

SDx EXISTING ABANDONED STORM SEWER

Gx EXISTING ABANDONED GAS LINE

SSx

EXISTING SANITARY SEWER

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM SEWER CATCH BASIN

EXISTING STORM SEWER MANHOLE

EXISTING GAS VALVE

EXISTING ELECTRICAL GENERATOR

EXISTING ELECTRIC MANHOLE

EXISTING TELECOM JUNCTION BOX

EXISTING WATER VALVE

EXISTING ELECTRICAL JUNCTION BOX

EXISTING HYDRANT

EXISTING WATER METER

EXISTING SANITARY SEWER CLEANOUT

EXISTING LIGHT POLE

EXISTING UTILITY POLE

EXISTING DITCH CENTERLINE

X X

EXISTING FENCE

EXISTING EDGE OF PAVEMENT

EXISTING SIGN

EXISTING TREE

EXISTING SHRUB

APPROXIMATE TEST BORING LOCATION

EXISTING CONCRETE SIDEWALK/ PAVEMENT

DESCRPITION

PROPOSED LEGEND

SD PROPOSED STORM SEWER

SYMBOL DESCRPITION

CB PROPOSED STORM SEWER CATCH BASIN

G PROPOSED GAS LINE

PROPOSED GAS VALVE

Eu PROPOSED UNDERGROUND ELECTRICAL LINE

E PROPOSED OVERHEAD ELECTRICAL LINE

PROPOSED UTILITY POLE

Cu PROPOSED UNDERGROUND TELECOM LINE

PROPOSED TELECOM HANDHOLE

W PROPOSED WATERLINE

SS PROPOSED SANITARY SEWER

PROPOSED SANITARY MANHOLE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR30

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED EDGE OF PAVEMENT

PROPOSED DETECTABLE WARNING SURFACE

56' ATFP PROPOSED 56' AFTP

82' ATFP PROPOSED 82' AFTP

PROPOSED BUILDING LINE

EXISTING BUILDING LINE

PROPOSED SIGN

PROPOSED CONCRETE PAVEMENT

EXISTING BOLLARD/ POST

@ AT

ABC AGGREGATE BASE COURSE

AC ACRE

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

ARS AIR RESERVE STATION

ATFP ANTI-TERRORISM/FORCE PROTECTION

B/C BACK OF CURB

BCE BASE CIVIL ENGINEERING

B/L BUILDING LINE

BH BOREHOLE

BLDG BUILDING

BM BENCHMARK

BOT BOTTOM

BRL BUILDING RESTRICTION LINE

CB CATCH BASIN

C.C. CENTER-TO-CENTER

C-C CENTER-TO-CENTER

CMU CONCRETE MASONRY UNIT

COE CORPS OF ENGINEERS

CONC CONCRETE

CONT CONTINUOUS

CGI CURB/GUTTER INLET

CO CLEAN OUT

COM COMMUNICATION

COR CONTRACTING OFFICER'S REPRESENTATIVE

CL CENTERLINE

DAFB DOVER AIR FORCE BASE

DEPT DEPARTMENT

DI DUCTILE IRON

DROP INLET

Ø DIAMETER

DIA DIAMETER

DS DOWNSPOUT

E EASTING

ECP ENTRY CONTROL POINT

ELEC ELECTRICAL

EL/ELEV ELEVATION

EU ELECTRIC UTILITY

FDC FIRE DEPARTMENT CONNECTION

FES FLARED END SECTION

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FL FLOW LINE

FT FOOT

FW FIREWATER

GI GRATED INLET

HDPE HIGH DENSITY POLYETHYLENE

HQ HEADQUARTERS

HW HEADWALL

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

MW MONITORING WELL

N NORTHING

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NO NUMBER

NPW NON-POTABLE WATER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION

PCC PORTLAND CEMENT CONCRETE

PE POLYETHYLENE

PI POINT OF INTERSECTION

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE PIPE

REQ'D REQUIRED

RFDC REMOTE FIRE DEPARTMENT CONNECTION

SCH SCHEDULE

SS SANITARY SEWER

SDI STORM DRAIN INLET

SDMH STORM DRAIN MANHOLE

ST, SD STORM SEWER, STORM DRAIN, STREET

SWPPP STORM WATER POLLUTION PREVENTION PLAN

T/C TOP OF CURB

T/G TOP OF GRADE

T/S TOP OF SLAB

TELE TELEPHONE

TYP TYPICAL

USAF UNITED STATES AIR FORCE

VOL VOLUME

WM WATER METER

WV WATER VALVE

WWF WELDED WIRE FABRIC

PROPOSED LEGEND

ABBREVIATION DESCRPITION

B-#

SD-#/A-# APPROXIMATE TEST BORING LOCATION

REMOVE EXISTING PAVEMENT/BUILDING

REMOVE EXISTING UTILITY

X REMOVE EXISTING ITEM

EXISTING OVERHEAD ELECTRIC LINEEx

PROPOSED LIMIT OF DISTURBANCE

DEMOLISHED BUILDING FOOTPRINT

BID OPTION BID OPTION LIMITS

C-503

CS101

CALLOUT REFERENCES

DETAIL NUMBER

DETAIL SHEET NUMBER

PLAN SHEET NUMBER

AutoCAD SHX Text T

AutoCAD SHX Text

JCT

AutoCAD SHX Text 0/W

AutoCAD SHX Text

GEN

AutoCAD SHX Text E

AutoCAD SHX Text W

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

1 2 3 4 5

PLATE REFERENCE

NUMBER

SHEET OF

P L O

A T

P L

L E

S U

B M

I T

T E

D W

D E

S I G

N E

C K

D A

T E

S I Z

F I L

A M

S O

L I C

I T

A T

I O

C O

N T

R A

C A

T E

G O

US ARMY CORPS

OF ENGINEERS

PHILADELPHIA

DISTRICT

D O

V E

A I R

C R

A F

A I N

T E

N A

N C

A C

I L

I T

E D

U S

R M

N G

I N

E E

I S

T R

I C

C O

R P

N G

I N

E E

R S

R P

E L

I R Y

N G

E S I

NOT FOR

CONSTRUCTION

1 2 3 4 5

A W

V R

J D

J P

- 1 2 D

C-003

GENERAL NOTES:

1. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET UNLESS INDICATED.

2. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.

3. CALLOUTS, COORDINATES, ELEVATIONS, AND DIMENSIONS ARE POINTED TO OR

MEASURED TO STRUCTURE CENTER, EDGE OF PAVEMENT, BACK OF CURB, OR OUTSIDE

FACE OF FOUNDATION WALL, UNLESS INDICATED OTHERWISE.

4. COORDINATES SHOWN LOCATING SITE FEATURES ARE EXPRESSED IN MODIFIED GROUND

COORDINATES. SEE DRAWING V-100 FOR HORIZONTAL CONTROL.

5. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF LOCAL AND

GOVERNMENT REGULATORY AGENCIES AND THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR).

6. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS

AND LOCAL AND GOVERNMENT CODES, ORDINANCES, AND REGULATIONS. IN CASE OF

CONTRADICTION OR DISCREPANCY BETWEEN REQUIREMENTS, CONTRACTOR SHALL

INCORPORATE WHICHEVER IS MOST STRINGENT. WHERE A QUESTION REMAINS ON WHICH

REQUIREMENT IS MOST STRINGENT, CONTRACTOR SHALL SUBMIT ISSUE TO THE COR IN

WRITING. THE DECISION OF THE COR SHALL BE CONSIDERED FINAL.

7. ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL WORKMANSHIP MANNER USING

QUALITY MATERIALS.

RECORD DRAWING NOTES:

1. CONTRACTOR SHALL MAINTAIN UPDATED REDLINE RECORD DRAWINGS AT ALL TIMES

THROUGH THE DURATION OF THE PROJECT. CONSTRUCTION RECORD DRAWINGS SHALL

BE SUBMITTED TO THE COR.

2. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR

KEEPING TRACK OF ANY COR-APPROVED FIELD CONSTRUCTION REVISIONS TO THE DESIGN

DEPICTED ON APPROVED CONSTRUCTION DRAWINGS. CONTRACTOR SHALL USE THESE

REVISIONS TO PREPARE RECORD DRAWINGS OF COMPLETED CONSTRUCTION.

3. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND CONFIGURATIONS, AND ANY

OTHER CHANGES OR DEVIATIONS FROM THE INFORMATION PRESENTED ON THE ORIGINAL,

APPROVED CONSTRUCTION DRAWINGS SHALL BE NOTED. THIS INCLUDES BURIED OR

CONCEALED CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED DURING

CONSTRUCTION.

4. THE COR SHALL REVIEW COMPLETENESS, ACCURACY, AND FORMAT OF SUBMITTED

RECORD DRAWINGS. IF THE RECORD DRAWINGS ARE CONSIDERED UNACCEPTABLE, THEY

SHALL BE RETURNED TO THE CONTRACTOR FOR CORRECTION AND RESUBMISSION.

EXISTING CONDITION NOTES:

1. ALL STRUCTURES AND UNDERGROUND UTILITIES ARE SHOWN AT APPROXIMATE

ELEVATIONS AND LOCATIONS BASED ON FIELD OBSERVATIONS, SURVEY DATA, AND

HISTORICAL MAPS AND INFORMATION. EXACT LOCATION AND SIZES OF EXISTING UTILITIES

IN THE AREA OF CONSTRUCTION SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR

WITH A REPRESENTATIVE OF THE APPROPRIATE UTILITY COMPANY. UNDERGROUND

STRUCTURES AND UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR

LOCATED.

2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY

FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN THE

DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE COR BEFORE ANY FURTHER WORK

COMMENCES.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING

STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND TO TAKE NECESSARY

PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL VERIFY

EXISTENCE AND MARK LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE CONNECTIONS

TO UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT

THE COR AND ALL ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE

LOCATION OF UTILITIES. 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 DURING

CONSTRUCTION.

4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE COR OF OPERATIONAL

PLANS. IN THE EVENT AN UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR

CONFLICT IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE COR. ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY

THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED IMMEDIATELY AT CONTRACTOR'S

EXPENSE TO THE SATISFACTION OF THE COR.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURING

DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE

DAMAGED OR DISTURBED ITEMS TO THE SATISFACTION OF THE COR.

6. SPECIAL HANDLING AND CONSIDERATION SHALL BE REQUIRED FOR EXCAVATED SOILS

THOUGHT TO CONTAIN CONTAMINATED SUBSTANCES. CONTRACTOR SHALL MONITOR

EXCAVATED SOILS FOR POTENTIALLY CONTAMINATED SUBSTANCES IN ACCORDANCE WITH

THE SPECIFICATIONS AND THE CONTRACTOR'S APPROVED HEALTH & SAFETY PLAN.

EXCAVATED SOILS TO REMAIN ON DOVER AIR FORCE BASE SHALL BE HANDLED,

STOCKPILED, & DISPOSED IN ACCORDANCE WITH SPEC. SECTION 31 00 00 – EARTHWORK

AND AS DIRECTED BY THE COR. EXCAVATED SOILS TO BE REMOVED FROM DOVER AIR

FORCE BASE SHALL BE HANDLED, STOCKPILED, TESTED, AND DISPOSED IN ACCORDANCE

WITH SPEC. SECTION 01 57 25 AND 02 61 10. CONTRACTOR SHALL COORDINATE HANDLING

OF CONTAMINATED MATERIALS WITH THE COR..

7. TESTING IS REQUIRED FOR ALL EXCESS SOIL TO BE REMOVED FROM THE BASE.

SURVEY NOTES:

1. THE SURVEY WAS PERFORMED BY DAVIS BOWEN & FRIEDEL, INC. IN MARCH 2017.

SUPPLEMENTAL SURVEY WAS PERFORMED BY THE ARMY CORPS OF ENGINEERS IN MARCH

2018. SURVEY CONTROL POINTS SHALL BE PROVIDED PRIOR TO CONSTRUCTION AND

SHALL BE RESET BY THE CONTRACTOR IF DISTURBED DURING CONSTRUCTION. SEE V-101

AND V-102.

2. HORIZONTAL DATUM FOR THE PROJECT IS NAD 83 AND VERTICAL DATUM IS NGVD 88.

3. CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR, IN THE STATE OF DELAWARE, 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 COR AFTER COMPLETION OF CONSTRUCTION.

GENERAL DEMOLITION NOTES:

1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE DISPOSED

OF OFF BASE.

2. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE FOLLOWING

MATERIALS: AGGREGATE, CONCRETE, ASPHALT, MASONRY, FOUNDATIONS, REBAR, FENCE

MATERIAL, PIPING, AND MISCELLANEOUS STRUCTURES. LARGE PIECES OF MATERIAL MAY

NEED TO BE CRUSHED AND/OR BROKEN UP FURTHER IN ORDER TO BE HAULED AWAY TO

THE WASTE DISPOSAL SITE.

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

PROPOSED PAVEMENT LAYOUT AND JOINTING PLAN.

4. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH.

5. EXISTING PAVEMENT EDGES SHALL BE SAWCUT IN LOCATIONS SHOWN TO PROVIDE CLEAN

EDGE FOR CONSTRUCTION OF PROPOSED PAVEMENT.

6. PAVEMENT REMOVAL LIMITS SHALL BE TO THE NEAREST EXISTING PAVEMENT JOINT TO

THE GREATEST EXTENT POSSIBLE TO PREVENT PARTIAL PANEL REMOVAL. WHERE JOINT IS

A CONTROL JOINT OR JOINT IS IN POOR CONDITION, SAWCUT 2 FEET BEYOND JOINT LINE.

PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT AND ANY SUBBASE

MATERIAL PRESENT.

7. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE REPAIRED OR

REMOVED AND REPLACED AT NO ADDITIONAL COST TO OWNER.

8. THE WEIGHT (IN TONS) OF ALL MATERIALS TAKEN OFF BASE FOR RECYCLING SHALL BE

REPORTED TO COR.

UTILITY DEMOLITION NOTES:

1. CONTRACTOR SHALL COORDINATE WITH THE COR PRIOR TO REMOVAL OF EXISTING

UTILITIES IN SERVICE. RELOCATED UTILITIES SHALL BE CONSTRUCTED BEFORE REMOVAL

OF EXISTING UTILITIES TO ENSURE UNINTERRUPTED SERVICE TO THE FACILITIES SERVED

BY THE UTILITY. ALL RELOCATIONS SHALL BE COORDINATED WITH THE COR.

2. UTILITY CAPPING METHODS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS FOR SPECIFIC PIPE MATERIAL IN SERVICE. ALL CAPPING SHALL BE

INSPECTED AND APPROVED BY THE COR.

3. ALL STRUCTURES, VALVES, ETC. TO REMAIN SHALL BE PROTECTED AND ADJUSTED TO

FINISH GRADE.

4. EXISTING UTILITIES TO BE REMOVED SHALL BE DISCONNECTED AND REMOVED TO THE

POINT OF CONNECTION TO THE PRIMARY SYSTEM, OR TO THE PROJECT LIMITS OF

CONSTRUCTION. IF THE UTILITY TO BE REMOVED CONTINUES BEYOND THE PROJECT

LIMITS OF CONSTRUCTION, CONTRACTOR SHALL COORDINATE REMOVAL/ABANDONMENT

WITH THE COR.

5. SUBMIT IN WRITING ANY REQUEST TO ABANDON UTILITIES IN PLACE.

6. IN AREAS OF UTILITY REMOVAL OF ABANDONED LINES, THE PORTION OF EXISTING

ABANDONED LINES TO APPROVED TO REMAIN SHALL BE CAPPED OR PLUGGED AT

REMOVAL INTERFACE.

7. UTILITY STRUCTURES AND MANHOLES APPROVED TO BE ABANDONED SHALL HAVE FRAME

AND COVER REMOVED, FILLED WITH SAND, AND BACKFILLED TO MEET PROPOSED GRADE.

8. ALL UTILITIES EQUAL TO OR GREATER THAN 4.00 INCHES IN DIAMETER AND APPROVED TO

BE ABANDONED IN PLACE SHALL BE FILLED WITH A LOW STRENGTH FLOWABLE FILL. END

SECTIONS SHALL BE PLUGGED TO CONTAIN FLOWABLE FILL. FLOWABLE FILL SHALL BE A

CEMENT/SAND MIX WITH A COMPRESSIVE STRENGTH OF 100-200 PSI AT 56 DAYS.

9. ALL UTILITY SYSTEM STRUCTURES APPROVED TO BE ABANDONED IN PLACE SHALL BE

DISCONNECTED AND CAPPED.

10. ABANDON UTILITIES DESIGNATED/APPROVED TO BE ABANDONED IN PLACE IN

ACCORDANCE WITH SECTION 202.03.2 OF THE DELDOT STANDARD SPECIFICATIONS, DETAIL

4 ON SHEET C-509, AND AS SPECIFIED HEREIN.

11. CONCRETE END SECTIONS SHALL BE DELDOT CLASS C, AIR-ENTRAINED CONCRETE HAVING

A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS.

12. ENSURE UTILITY TO BE ABANDONED IS COMPLETELY FILLED WITH THE SPECIFIED

FLOWABLE FILL AND CONCRETE FOR ITS ENTIRE LENGTH AS SHOWN. UTILIZE AIR RELEASE

OPENINGS, ACCESS POINTS, TREMIE-GROUTING, OR OTHER APPROVED MEANS AND

METHODS TO ENSURE THAT THE ABANDONED PIPE IS COMPLETELY FILLED UNDER

PRESSURE.

13. SPECIAL HANDLING AND CONSIDERATION SHALL BE REQUIRED FOR WATERLINE TO BE

REMOVED THAT CONTAINS ASBESTOS. WATERLINE CONTAINING ASBESTOS THAT IS

ENCOUNTERED SHALL BE HANDLED AND DISPOSED OF IN ACCORDANCE WITH SPEC.

SECTION 02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS.

CONTRACTOR SHALL COORDINATE HANDLING OF WATERLINE CONTAINING ASBESTOS

WITH THE COR.

GENERAL SITE NOTES:

1. BUILDING COORDINATES ARE INDICATED TO OR MEASURED AT THE CENTER OF BUILDING

COLUMNS OR OUTSIDE BUILDING FACE AS INDICATED. CONTRACTOR SHALL COORDINATE

BEARINGS OF BUILDING GRID LINES WITH STRUCTURAL DRAWINGS.

2. CONTRACTOR SHALL COORDINATE BUILDING ENTRANCES, EGRESSES, WALKWAYS, AND

DOORWAY LOCATIONS WITH ARCHITECTURAL AND STRUCTURAL SHEETS. STOOPS AND

SIDEWALKS CENTERED ON DOORS.

3. SEE MECHANICAL AND ELECTRICAL SHEETS FOR MISCELLANEOUS SITE EQUIPMENT

DETAILS. SEE SHEET C-503 FOR EQUIPMENT PAD DETAILS.

PAVEMENT JOINTING NOTES:

1. ALL CONCRETE PANELS THAT SUPPORT UTILITY STRUCTURES OR ARE IRREGULAR IN

SHAPE SHALL BE REINFORCED. SEE SHEETS C-501 AND C-502 FOR CONCRETE

REINFORCEMENT DETAILS.

2. CONTRACTOR SHALL PROVIDE THICKENED EDGE EXPANSION JOINT AROUND UTILITY

STRUCTURES. SEE SHEET C-502.

3. ALL JOINT CHANGES SHALL BE APPROVED BY THE ENGINEER OF RECORD AND COR.

4. MANHOLE COVER AND FRAME SHALL BE RAISED TO FINISH GRADE BY INSTALLING

PRECAST MANHOLE ADJUSTMENT RINGS AND LEVELING MORTAR.

5. GRADE ADJUSTMENT AREA SHALL BE BACKFILLED WITH EARLY STRENGTH PCC.

GENERAL GRADING NOTES:

1. PROPOSED ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE, PAVEMENT, OR

STRUCTURE UNLESS INDICATED OTHERWISE.

2. ELEVATION DENOTED AS "MATCH" ARE INTENDED TO MEET EXISTING GRADE ELEVATIONS.

CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-INS AND MATCH POINTS PRIOR TO

BEGINNING CONSTRUCTION.

3. EXTERIOR FINISH GRADES AT BUILDING ENTRANCES AND DOORWAY THRESHOLDS SHALL

BE MAXIMUM 0.25 INCHES BELOW BUILDING FINISH FLOOR IF A VERTICAL THRESHOLD IS

PROVIDED, AND SHALL BE MAXIMUM 0.5 INCHES BELOW BUILDING FINISH FLOOR IF A

BEVELED THRESHOLD IS PROVIDED, UNLESS INDICATED OTHERWISE.

4. EXTERIOR FINISH GRADES ADJACENT TO BUILDING SHALL BE 6.00 INCHES BELOW BUILDING

FINISH FLOOR UNLESS INDICATED OTHERWISE.

5. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. ANY

DRAINAGE FEATURE OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE

RESTORED TO EXISTING CONDITIONS OR BETTER SUBJECT TO THE APPROVAL OF THE

COR.

6. SURFACES AROUND FACILITY SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY

FROM BUILDINGS AND PAVEMENTS.

7. THE CONTRACTOR SHALL REMOVE STANDING WATER FROM THE PROJECT WORK LIMITS

AS NECESSARY TO PROTECT SUBGRADE, SUBBASE, AND/OR BASE COURSE OF NEW

PAVEMENT, SURROUNDING PAVEMENT-TO-REMAIN, OR OTHER COMPLETED WORKS.

8. SEE DRAWING CE101, CE102, C-514, AND C-515 FOR RECOMMENDED BEST PRACTICES FOR

SEDIMENT AND EROSION CONTROL.

9. TOP ELEVATION OF ALL UTILITY STRUCTURES TO REMAIN SHALL BE ADJUSTED

ACCORDINGLY TO FINISH GRADE ELEVATION.

10. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RE-VEGETATED IN ACCORDANCE

WITH THE SPECIFICATIONS.

FINAL GRADING AND CLEAN UP NOTES:

1. AFTER COMPLETION OF FINAL GRADING, THE DISTURBED AREAS SHALL BE REVEGETATED

IN ACCORDANCE WITH THE SPECIFICATIONS. ALL TEMPORARY EROSION AND SEDIMENT

CONTROL DEVICES SHALL BE REMOVED UPON PROJECT COMPLETION. TRAPPED

SEDIMENT AND OTHER DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF

TEMPORARY CONTROL MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT

FURTHER EROSION AND SEDIMENTATION.

GENERAL UTILITY NOTES:

1. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING CONNECTIONS WITH

BUILDING CONTRACTOR AND THE INFORMATION PROVIDED ON MECHANICAL AND

ELECTRICAL DRAWINGS.

3. CONTRACTOR SHALL CONTACT THE COR AND ALL ASSOCIATED UTILITY COMPANIES AND

AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK.

4. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY SHUTDOWNS FOR UTILITY

CONNECTIONS WITH THE COR.

5. CONNECTION TO EXISTING WATER, SEWER, AND STORM MAINS SHALL BE CONSTRUCTED IN

ACCORDANCE WITH ALL REQUIREMENTS OF ASSOCIATED UTILITY COMPANIES AND

AGENCIES.

6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING ALL UTILITY CONNECTION

FEES AND OBTAINING ALL PERMITS REQUIRED FOR THE UTILITY CONSTRUCTION AND

CONNECTIONS. THIS INCLUDES ALL FEES ASSOCIATED WITH CONNECTION CHARGES AND

METERS.

7. SEE SHEET C-508 FOR TYPICAL PIPE TRENCH DETAIL.

8. THE MINIMUM DEPTH OF COVER FOR UTILITIES SHALL BE AS FOLLOWS UNLESS INDICATED

OTHERWISE:

a. WATER: 60 INCHES

b. FIRE PROTECTION: 60 INCHES

c. ELECTRICAL AND COMMUNICATION: 36 INCHES

d. ALL OTHER UTILITIES: 36 INCHES

9. ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE TESTING AND INSPECTION

METHODS DETAILED IN THE SPECIFICATIONS, WHICH MAY INCLUDE VIDEO CAMERA

INSPECTION.

10. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE APPROVED BY ENGINEER AND THE

COR.

11. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 17 WORKING DAYS FOR ALL

REQUIRED UTILITY SHUT DOWNS FOR UTILITY CONNECTIONS WITH THE COR.

WATER UTILITY NOTES:

1. ALL WATERLINE AND ASSOCIATED DEVICES WORK MUST BE COORDINATED WITH

TIDEWATER UTILITIES.

2. THRUST BLOCKS OR JOINT RESTRAINTS ARE REQUIRED AT ALL TEES, BENDS, OR ELBOWS

OF PRESSURIZED PIPING IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, AND

MANUFACTURER'S RECOMMENDATIONS. SEE SHEET C-516 FOR TYPICAL THRUST BLOCK

DETAIL.

3. WATER LINES SHALL BE INSTALLED A MINIMUM OF 3.00 FEET BEHIND THE EDGE OF

PAVEMENT OR FACE OF CURB UNLESS INDICATED OTHERWISE. SEE SPECIFICATIONS FOR

ADDITIONAL CLEARANCE REQUIREMENTS FOR WATER PIPING.

4. FIRE HYDRANTS SHALL BE INSTALLED A MINIMUM OF 3.00 FEET AND A MAXIMUM OF 6.00

FEET FROM EDGE OF PAVEMENT OR FACE OF CURB AND A MINIMUM OF 1.00 FEET FROM

EDGE OF SIDEWALK UNLESS INDICATED OTHERWISE. A RADIUS OF 3.00 FEET AROUND

HYDRANT SHALL BE KEPT CLEAR FOR FIRE DEPARTMENT ACCESS. AREA BETWEEN CURB

AND HYDRANTS SHALL BE KEPT CLEAR OF OBSTRUCTIONS.

5. CONTRACTOR SHALL COORDINATE THE INSTALLATION, TESTING, AND INSPECTION OF ALL

DOMESTIC WATER AND FIRE WATER SYSTEMS WITH THE ASSOCIATED UTILITY COMPANIES

AND AGENCIES. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS ON WATER UTILITY

TESTING AND INSPECTION.

SANITARY UTILITY NOTES:

1. ALL SANITARY SEWER LINE AND ASSOCIATED DEVICES WORK MUST BE COORDINATED

WITH KENT COUNTY PUBLIC WORKS.

2. ALL SANITARY SEWER BUILDING CONNECTIONS ARE TO BE MADE USING 6.00 INCH LINES

UNLESS INDICATED OTHERWISE.

3. ALL SANITARY LINES ARE TO BE LAID AT A UNIFORM SLOPE FROM THE BUILDING

CONNECTIONS TO THE CONNECTING SEWER AND BETWEEN UTILITY STRUCTURES.

4. SEWER LINES SHALL BE INSTALLED A MINIMUM OF 10.00 FEET HORIZONTALLY FROM

ADJACENT WATER LINES UNLESS INDICATED OTHERWISE. SEE SPECIFICATIONS FOR

ADDITIONAL CLEARANCE REQUIREMENTS FOR SANITARY PIPING.

5. SEWER LINES SHALL BE INSTALLED BELOW WATER LINES WITH A MINIMUM VERTICAL

SEPARATION OF 18 INCHES UNLESS INDICATED OTHERWISE. WHERE SANITARY SEWER

WILL BE INSTALLED ABOVE WATER LINES, IT SHALL BE ENCASED. SEE DETAILS.

6. IF MANHOLES ARE INDICATED ON SANITARY LINES, A 2.00 INCH DROP IN ELEVATION

BETWEEN THE INCOMING AND OUTGOING SEWER SHALL BE PROVIDED IN EACH MANHOLE

UNLESS INDICATED OTHERWISE. FOR 90°-TYPE MANHOLE ORIENTATIONS, THE MINIMUM

DROP ACROSS MANHOLE CHANNELS IS 1.20 INCHES. INVERT FLOW CHANNELS SHALL BE

CONSTRUCTED TO PROVIDE SMOOTH AND UNIFORM SLOPE WITH GRADUAL TRANSITION

SECTIONS.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY BYPASSING OR TANKER

TRUCKS NEEDED DURING SANITARY SEWER INSTALLATION TO ENSURE CONTINUOUS

SERVICE.

8. ALL EXISTING STRUCTURES TO REMAIN THAT ARE BEING ALTERED OR ADJUSTED SHALL

BE INSPECTED PRIOR TO WORK. STRUCTURES SHALL BE REPLACED IF THE STRUCTURE IS

IN POOR CONDITION.

UTILITY STRUCTURE NOTES:

1. ALL UTILITY STRUCTURES ARE TO BE H-20 RATED UNLESS INDICATED OTHERWISE. ALL

AIRSIDE UTILITY STRUCTURES ARE TO BE AIRCRAFT RATED FOR SINGLE WHEEL LOADING

OF 45,000 POUNDS.

a. CONTRACTOR SHALL SUBMIT STRUCTURAL DRAWINGS, DESIGN CALCULATIONS, AND

WATERPROOFING METHOD, DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN

THE STATE OF DELAWARE FOR APPROVAL.

2. IF A MANHOLE IS LOCATED IN PAVEMENT AREAS, RIM ELEVATION SHALL BE FLUSH WITH

FINAL GRADE. IF A MANHOLE IS LOCATED OUTSIDE OF PAVEMENT AREAS, RIM ELEVATION

SHALL BE 6.00” ABOVE ADJACENT FINISH GRADE.

3. COVERS AND CASTINGS OF MANHOLES AND STRUCTURES SHALL BE STAMPED PER THE

APPROPRIATE UTILITY TYPE OR PER THE LOCAL STANDARDS.

4. COVERS AND CASTINGS SHALL BE TAMPER-PROOF FOR STRUCTURES LOCATED IN

PEDESTRIAN AREAS, EASEMENT AREAS, AND AREAS WITH SPECIAL SECURITY

RESTRICTIONS.

5. ANY LIFT LOOPS FOR UTILITY STRUCTURES SHALL BE GROUTED FLUSH AFTER

INSTALLATION.

6. PIPE MAY EXTEND 2 INCHES MAXIMUM BEYOND INTERIOR MANHOLE WALL.

MANHOLE FRAME ADJUSTMENT NOTES:

1. AREA REQUIRING MANHOLE ADJUSTMENT SHALL BE SAWCUT 12.00” MINIMUM AROUND

MANHOLE FRAME.

2. MANHOLE COVER AND FRAME SHALL BE RAISED TO FINISH GRADE BY INSTALLING

PRECAST MANHOLE ADJUSTMENT RINGS AND LEVELING MORTAR.

3. GRADE ADJUSTMENT AREA SHALL BE BACKFILLED WITH EARLY STRENGTH PCC.

BEST MANAGEMENT PRACTICES:

1. CONSTRUCTION ACTIVITY POLLUTION PREVENTION IS REQUIRED FOR THIS PROJECT.

PREVENTION OF POLLUTION RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE

ACCOMPLISHED BY CONTROLLING SOIL EROSION, WATERWAY SEDIMENTATION, AND

AIRBORNE DUST GENERATION. CONTRACTOR SHALL ENSURE THAT NO SEDIMENT

RESULTING FROM CONSTRUCTION ACTIVITIES INFRINGES ONTO ADJACENT PROPERTIES.

CONTRACTOR SHALL COORDINATE EROSION AND SEDIMENT CONTROL WITH OTHER

CONSTRUCTION ENTITIES PERFORMING WORK ON ADJACENT PROPERTIES.

2. SOIL EROSION AND SEDIMENT CONTROLS ARE MEASURES USED TO REDUCE THE AMOUNT

OF SOIL PARTICLES THAT ARE CARRIED OFF AN AREA AND DEPOSITED INTO A DRAINAGE

COLLECTION SYSTEM OR INTO A BODY OF WATER. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ENSURING THAT EROSION AND SEDIMENTATION ARE CONTROLLED TO

THE EXTENT PRACTICABLE. ALL APPLICABLE SOIL EROSION AND SEDIMENT CONTROL

MEASURES SHALL BE IMPLEMENTED AND MAINTAINED THROUGHOUT THE DURATION OF

CONSTRUCTION ACTIVITIES. PRIOR TO INITIATING CONSTRUCTION IN AN AREA, ALL

TEMPORARY EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE. UPON

PROJECT COMPLETION ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL

MEASURES SHALL BE REMOVED.

3. TEMPORARY EROSION CONTROL SHALL BE THE CONTRACTOR'S RESPONSIBILITY, WHO

SHALL UTILIZE APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS). THOSE BMPS SHALL

CONSIST OF FILTER SOCK OR OTHER MEANS TO CONTROL EROSION AS NEEDED. THE

CONTRACTOR SHALL PROVIDE AND FOLLOW THE EROSION AND SWPPP PLANS AS NEEDED.

4. CONTRACTOR SHALL PLACE FILTER SOCK AS SHOWN PRIOR TO BEGINNING WORK. THE

DEVICES SHALL BE PLACED DOWN-SLOPE OF DISTURBED AREAS WHERE SHEET EROSION

WOULD OCCUR. FILTER SOCK SHALL BE CLEANED AND REPAIRED WHEN SEDIMENT

BUILDUP REACHES ONE-THIRD OF FILTER SOCK HEIGHT. AFTER SIGNIFICANT RUNOFF

EVENTS, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL STRUCTURES FOR

SILT BUILD-UP THAT INTERFERES WITH THE PERFORMANCE OF THE EROSION CONTROL

STRUCTURE AND REPAIR OR REPLACE THOSE STRUCTURES, AS NECESSARY.

5. ALL STORM DRAIN INLETS SHALL BE PROTECTED BY APPROPRIATE BMPS DURING

CONSTRUCTION, UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGE TO THE INLETS

HAVE BEEN STABILIZED.

6. ALL EXISTING DRAIN INLETS SHALL HAVE INLET PROTECTION INSTALLED IN ACCORDANCE

WITH SHEET C-514. EROSION PROTECTION MAY BE REMOVED WHEN VEGETATION IS

ESTABLISHED.

7. SEE DRAWING C-514 AND C-515 FOR ADDITIONAL DETAILS ON EROSION AND SEDIMENT

CONTROL.

PETROLEUM PRODUCTS:

1. ALL ON-SITE VEHICLES SHALL BE MONITORED FOR PETROLEUM LEAKS AND SHALL RECEIVE

PROPER PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE.

PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY-SEALED CONTAINERS THAT ARE

CLEARLY LABELED. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.

WASTE OIL AND OTHER PETROLEUM PRODUCTS SHALL NOT BE DISCHARGED ONTO THE

GROUND OR INTO WATER BODIES. PETROLEUM PRODUCTS USED ON-SITE SHALL BE

APPLIED ACCORDING TO THE MANUFACTURER RECOMMENDATIONS.

UTILITY CONTACT INFORMATION:

SANITARY SEWER:

KENT COUNTY PUBLIC WORKS DEPARTMENT

ATTN: BRIAN HALL

555 BAY ROAD

DOVER, DE 19901

PHONE: 302-744-2430

EMAIL: BRIAN.HALL@CO.KENT.DE.US

WATER:

TIDEWATER UTILITIES

ATTN: JOSHUA TURNER

1100 SOUTH LITTLE CREEK ROAD

DOVER, DE 19901

PHONE: 302-747-1349

EMAIL: JTURNER@MIDDLESEXWATER.COM

ELECTRIC:

DOVER AIR FORCE BASE

GAS:

DOVER AIR FORCE BASE

CC BB AA Z Y X W V U T S R Q P O N M L K J I H G F E

I N

L A

BRAZIL NUT WAY

M E

S Q

U I T

S . R

A M

P R

O U

T E

HARMON ST

LAJES ST

P E

E T

E R

R D

PERIMETER RD

t h

RAMP RD

t h

L I B

E R

I S

K E

L I M

O U

R T

S Y

C A

M O

C H

E V

R O

V E

EVREUX ST

P E

R I M

E T

P U

R P

CHAD ST

ATLANTIC ST

G A

L A

MACADAMIA WAY

TUSKEGEE ST

G i n k o u r t

R o s e w o d r i v e

PURPLE HEART DR

H S

E A

G L

A Y

BIRCH ST

L I B

E R

SPRUCE COURT

C L E

D R

ARNOLD Drive

L E

MACADAMIA WAY

AIRLIFT AVE.

M O

B I L I T

A Y

PROJECT

SITE

APRON PROJECT

(BY OTHERS)

MAIN

SECURITY

GATE

COMMERCIAL

GATE

CONTRACTOR

PRIMARY ROUTE

THROUGH BASE TO

PROJECT SITE

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

1 2 3 4 5

PLATE REFERENCE

NUMBER

SHEET OF

P L O

A T

P L

L E

S U

B M

I T

T E

D W

D E

S I G

N E

C K

D A

T E

S I Z

F I L

A M

S O

L I C

I T

A T

I O

C O

N T

R A

C A

T E

G O

US ARMY CORPS

OF ENGINEERS

PHILADELPHIA

DISTRICT

D O

V E

A I R

C R

A F

A I N

T E

N A

N C

A C

I L

I T

E D

U S

R M

N G

I N

E E

I S

T R

I C

C O

R P

N G

I N

E E

R S

R P

E L

I R Y

N G

E S I

NOT FOR

CONSTRUCTION

1 2 3 4 5

A W

V R

J D

J P

- 1 2 D

C-004

PNN

SCALE: 1''=300'-0''

300 150 0 300

LEGEND

ACCESS ROUTE

PROJECT SITE

APRON PROJECT (BY

OTHERS)

AutoCAD SHX Text

CELL 1

AutoCAD SHX Text

CELL 3

AutoCAD SHX Text

CELL 2

AutoCAD SHX Text

CELL4

AutoCAD SHX Text

MAIN RAMP

AutoCAD SHX Text

C-5 PARKING

AutoCAD SHX Text

MAIN RAMP

AutoCAD SHX Text

TAXIWAY "B"

AutoCAD SHX Text

TAXIWAY "D"

AutoCAD SHX Text

N/S RUNWAY 9602.00 X 200

AutoCAD SHX Text

TAXIWAY "C"

AutoCAD SHX Text

AutoCAD SHX Text 5th ST

AutoCAD SHX Text 3rd ST

AutoCAD SHX Text

6TH ST

AutoCAD SHX Text

4TH ST

AutoCAD SHX Text

AutoCAD SHX Text 1st ST

AutoCAD SHX Text 2nd ST

AutoCAD SHX Text

ORLY ST

AutoCAD SHX Text

RAMP RD

AutoCAD SHX Text

RUNWAY 14-32

AutoCAD SHX Text

TAXIWAY "G"

AutoCAD SHX Text

TAXIWAY "A"

AutoCAD SHX Text

TAXIWAY "C"

AutoCAD SHX Text

TAXIWAY "A"

AutoCAD SHX Text

TAXIWAY "C"

AutoCAD SHX Text

TAXIWAY "D"

AutoCAD SHX Text

TAXIWAY "B"

AutoCAD SHX Text

MAIN GATE WAY

AutoCAD SHX Text

PARIS ST

AutoCAD SHX Text

GREEEN WAY STREET

AutoCAD SHX Text

EVREUX ST

AutoCAD SHX Text

RAMP RD

AutoCAD SHX Text

ATLANTIC ST

AutoCAD SHX Text

CHEVRON AVE

AutoCAD SHX Text

RAMP RD

AutoCAD SHX Text

ATLANTIC ST

AutoCAD SHX Text

ATLANTIC ST

AutoCAD SHX Text

RAMP RD

AutoCAD SHX Text

PARIS ST

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

1 2 3 4 5

PLATE REFERENCE

NUMBER

SHEET OF

P L O

A T

P L

L E

S U

B M

I T

T E

D W

D E

S I G

N E

C K

D A

T E

S I Z

F I L

A M

S O

L I C

I T

A T

I O

C O

N T

R A

C A

T E

G O

US ARMY CORPS

OF ENGINEERS

PHILADELPHIA

DISTRICT

D O

V E

A I R

C R

A F

A I N

T E

N A

N C

A C

I L

I T

E D

U S

R M

N G

I N

E E

I S

T R

I C

C O

R P

N G

I N

E E

R S

R P

E L

I R Y

N G

E S I

NOT FOR

CONSTRUCTION

1 2 3 4 5

A W

V R

J D

J P

- 1 2 D

C-005

ACCESS AND STAGING

1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT, AND DELIVERIES ARE

ILLUSTRATED ON C-004 AND ARE SUBJECT TO THE APPROVAL OF THE COR. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER

THE AFFECTED ROUTE. ACCESS ROUTES AND HAUL ROUTES ARE SUBJECT TO CHANGE AT THE DIRECTION OF THE COR AND

MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE BASE.

2. CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS AND HAUL ROUTES IN A MANNER THAT ALLOWS

UNOBSTRUCTED EMERGENCY ACCESS TO ALL PROJECT AREAS, AIRFIELD/AIRPORT AREAS, AND EXISTING ROADWAYS AT

ALL TIMES WITHOUT DELAY TO EMERGENCY AND SECURITY VEHICLE RESPONSE TIME.

3. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY THE

COR, POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY SERVICES OF THE CLOSURE.

4. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM DEBRIS CAUSED FROM CONSTRUCTION

ACTIVITIES ON A DAILY BASIS.

5. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THE CONSTRUCTION LIMITS UNLESS COORDINATED

OTHERWISE WITH THE COR.

6. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY CONSTRUCTION FENCING FOR THE DURATION OF THE PROJECT.

CONTRACTOR SHALL COORDINATE REQUIRED RELOCATION OF FENCE DURING CONSTRUCTION WITH CONTRACTING

OFFICER.

7. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND STOCKPILE AREA FOR MATERIALS AND EQUIPMENT.

LOCATION OF CONTRACTOR'S STAGING SHALL BE AS ILLUSTRATED ON THIS DRAWING AND IS SUBJECT TO THE APPROVAL

OF THE COR. CONTRACTOR MAY SUBMIT ALTERNATIVES TO THE STAGING AREA LOCATIONS AS SHOWN. CONTRACTOR'S

STAGING AREA IS SUBJECT TO CHANGE AT THE DIRECTION OF THE COR AND MAY CHANGE BASED ON OPERATIONAL

REQUIREMENTS OF THE BASE.

8. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT AND VEHICLES SHALL BE PARKED IN THE

STAGING AREA.

9. CONTRACTOR SHALL PROVIDE AND INSTALL AT THE CONSTRUCTION ENTRANCE A PROFESSIONALLY PAINTED SIGN, MEETING COR APPROVAL, TO DIRECT MATERIAL SUPPLIERS, EMPLOYEES, AND DELIVERIES TO THE CONSTRUCTION SITE.

THE SIGN SHALL READ “CONSTRUCTION VEHICLES ONLY - NO VENDORS ALLOWED.”

10. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE COR REGARDING CONSTRUCTION DELIVERIES

PRIOR TO THOSE DELIVERIES. DELIVERIES SHALL BE SCHEDULED MONDAY-FRIDAY, 8:00 AM TO 3:00 PM.

11. ALL CONTRACTOR VEHICLES AND PERSONNEL ARE SUBJECT TO SEARCH BY SECURITY WHEN ENTERING THE BASE AND

MAY EXPERIENCE DELAYS. ALL PERSONNEL MUST HAVE A CURRENT AND VALID PHOTO IDENTIFICATION PER BASE

SECURITY REQUIREMENTS, AND ALL VEHICLES MUST HAVE CURRENT AND VALID REGISTRATION AND INSURANCE.

12. ALL CONTRACTOR VEHICLES AND PERSONNEL SHALL BE RESPONSIBLE FOR COORDINATING WITH THE COE IN OBTAINING

PROPER SECURITY CLEARANCE AND BADGING PRIOR TO ENTERING SECURE AREAS. THE COE SHALL PROVIDE

COORDINATION WITH THE BASE SECURITY OFFICE.

13. ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY OTHER AREAS DISTURBED BY THE CONTRACTOR SHALL BE

RESTORED TO THEIR ORIGINAL CONDITION OR BETTER TO THE SATISFACTION OF THE COR.

COORDINATION AND COMMUNICATION

1. CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE COR, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL

TIMES WHILE WORK IS IN PROGRESS. THE PRIMARY CONSTRUCTION SUPERINTENDENT SHALL BE DESIGNATED THE

RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE

CONTRACTOR'S PRIMARY CONSTRUCTION REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN

ALTERNATE REPRESENTATIVE SHALL BE PROVIDED. CONTRACTOR SHALL PROVIDE NAMES AND CONTACT INFORMATION OF

REPRESENTATIVES TO THE COR PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN ANY SUBCONTRACTORS

AND THE COR. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY

THE COR.

3. THE FOLLOWING CONTACT INFORMATION IS PROVIDED FOR CONTRACTOR'S USE IN CASE OF AN EMERGENCY:

a. EMERGENCY 911

b. OWNER AS DIRECTED AT PRE-CONSTRUCTION MEETING

c. OTHER CONTACTS AS DIRECTED AT PRE-CONSTRUCTION MEETING

TRAFFIC CONTROL

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE CONSTRUCTION WORK AREA AND ASSOCIATED

ROADWAYS AND AIRFIELD AREAS BY USING BARRICADES APPROVED BY THE COR.

2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY DESIGNS, INSIGNIAS, OR OTHER

MARKINGS, WHICH ARE CLEARLY VISIBLE. CONTRACTOR SHALL PROVIDE EACH VEHICLE WITH A FLAG ATTACHED TO THE

VEHICLE WHICH SHOULD BE AT LEAST 3 FEET SQUARE HAVING INTERNATIONAL ORANGE AND WHITE CHECKERED PATTERN

SO THAT THE FLAG IS EASILY VISIBLE.

3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN

REVERSE.

4. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING PAVEMENT-TO-REMAIN.

5. NO PEDESTRIAN TRAFFIC SHALL BE ALLOWED INSIDE THE CONSTRUCTION LIMITS.

6. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 21 WORKING DAYS TO BASE AND THE COR FOR ROAD CLOSURE PRIOR

TO THE ROAD REQUIRING CLOSURE.

7. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL DEVICES, THE CONTRACTOR SHALL REQUEST THE COR

TO SCHEDULE AN INSPECTION. NO ROADWAY OR PORTION OF THE AIRFIELD SHALL BE RE-OPENED UNTIL THE COR HAS

COMPLETED INSPECTION AND APPROVED THE RE-OPENING OF ACTIVE AREAS.

8. CONTRACTOR SHALL ATTEND ANY SPONSOR-MANDATED VEHICLE OPERATOR OR FOREIGN OBJECT DEBRIS/DAMAGE (FOD)

CONTROL TRAINING COURSE.

9. ANY DAMAGE TO ROADS AND PAVEMENTS-TO-REMAIN DUE TO CONSTRUCTION EQUIPMENT OR TRAFFIC SHALL BE

REPAIRED TO RESTORE THE ROADS AND PAVEMENTS TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE COR.

AIRFIELD OPERATIONS COORDINATION

1. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS INDICATED IN FEDERAL AVIATION ADMINISTRATION (FAA)

ADVISORY CIRCULAR (AC) 150/5370-2F, OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION (CURRENT EDITION).

2. CONTRACTOR SHALL NOT ACCESS THE AIRCRAFT OPERATIONS AREA WITHOUT CLEARANCE FROM BASE AND THE COR, AND

SHALL CONDUCT WORK IN SUCH A MANNER TO ENSURE A MINIMUM HINDRANCE TO AVIATION OPERATIONS. CONTRACTOR

SHALL PROVIDE A MINIMUM NOTICE OF 5 WORKING DAYS TO BASE FOR ACCESS TO AN AIRCRAFT OPERATIONS AREA.

PEDESTRIAN TRAFFIC AND PRIVATELY OWNED VEHICLES SHALL NOT BE ALLOWED IN THE AIRCRAFT OPERATIONS AREA.

3. CONSTRUCTION ACTIVITY AFFECTING AIRCRAFT MOVEMENT AREAS AND AIRFIELD SAFETY REQUIREMENTS SHALL BE

COORDINATED WITH BASE OPERATIONS AND THE COR. NO AIRCRAFT OPERATIONS AREA SHALL BE CLOSED WITHOUT

APPROVAL FROM BASE OPERATIONS.

4. THE RUNWAY OBJECT FREE ZONE AND TAXIWAY OBJECT FREE AREA LIMITS SHALL BE MARKED IN THE FIELD BY THE

CONTRACTOR TO SERVE AS AN AID TO KEEP EQUIPMENT AND PERSONNEL FROM INADVERTENTLY ENTERING THESE AREAS.

5. DEBRIS, WASTE, AND LOOSE MATERIALS CAPABLE OF CAUSING DAMAGE TO AIRCRAFT AND HELICOPTER LANDING GEAR, PROPELLERS AND ROTORS, OR OF BEING INGESTED BY JET ENGINES, SHALL NOT BE LEFT WITHIN ACTIVE AIRCRAFT

OPERATION AREAS. CONTRACTOR IS REQUIRED TO IMMEDIATELY CLEAN ANY DEBRIS CARRIED ONTO AIRFIELD FROM

CONTRACTOR'S EQUIPMENT OR OPERATIONS TO PREVENT FOREIGN OBJECT DAMAGE (FOD). MATERIAL DROPPED WITHIN

THESE AREAS SHALL BE CONTINUOUSLY REMOVED BY SURFACE SWEEPERS OR OTHER APPROVED METHODS DURING

WORKING HOURS. CONSTRUCTION FENCE MAY BE REQUIRED TO FULFILL THIS RESPONSIBILITY. STOCKPILED MATERIAL

SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT PROPWASH OR JET BLAST

EQUIPMENT AND STOCKPILE HEIGHT

1. THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION EQUIPMENT OPERATING IN AN AIRCRAFT OPERATIONS AREA IS

GOVERNED BY FEDERAL AVIATION ADMINISTRATION (FAA) ADVISORY CIRCULAR AC 150/5370-2F AND AC 150/5300-13

(CURRENT EDITIONS). WHEN EQUIPMENT IS EXPECTED TO PENETRATE THE AIRFIELD APPROACH SURFACES OR WHEN

CRANES WILL BE USED ON-SITE, CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 45 DAYS TO THE COR AND BASE

OPERATIONS PRIOR TO THE START OF CONSTRUCTION TO COORDINATE THE SUBMITTAL OF FAA FORM 7460-1 TO THE FAA

REGIONAL OFFICE. PERMISSION TO USE CRANES SHALL BE ISSUED BY BASE/AIRFIELD/AIRPORT OPERATIONS AND THE COR

AFTER APPROVAL BY THE FAA.

2. DURING PERIODS OF LOW VISIBILITY, VEHICLES AND EQUIPMENT SHALL BE IDENTIFIED BY AN APPROPRIATELY SIZED

FLASHING OR STEADY BURNING AMBER BEACON MOUNTED ON THE UPPER MOST PART OF THE VEHICLE OR EQUIPMENT

SUCH THAT IT IS CONSPICUOUS FROM ANY DIRECTION INCLUDING FROM THE AIR. IF A VEHICLE OR PIECE OF EQUIPMENT IS

NOT FURNISHED WITH SUCH A BEACON, IT MUST BE ESCORTED INTO THE AIRCRAFT OPERATIONS AREA BY A PROPERLY LIT

VEHICLE.

3. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL HAVE BOOMS OR ARMS LOWERED TO THEIR LOWEST

ELEVATION.

4. CONTRACTOR SHALL NOT STOCKPILE CONSTRUCTION MATERIALS, SPOILS, OR DEBRIS IN ANY AREA WHERE SUCH

STOCKPILES WOULD PENETRATE AVIATION SURFACES. ALL STOCKPILES ADJACENT TO AIRCRAFT OPERATIONS AREA SHALL

BE IDENTIFIED WITH A 360-DEGREE RED OBSTRUCTION LIGHT PLACED AT THE HIGHEST POINT OF THE STOCKPILE.

STOCKPILING OF MATERIAL WITHIN AIRFIELD SAFETY AREAS IS PROHIBITED.

EXCAVATION AND TRENCHES

1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF OSHA REGULATIONS AND THE STATE OF DELAWARE

LAWS CONCERNING EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION, TRENCHING, AND SHORING ARE PERFORMED

IN A MANNER THAT COMPLIES WITH LOCAL REGULATIONS AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

(OSHA) REGULATIONS FOR CONSTRUCTION.

3. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH ORANGE

BARRICADES WITH FLASHING RED LIGHTS ACCEPTABLE TO THE COR.

4. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE COR AND ASSOCIATED UTILITY COMPANIES AND

AGENCIES BEFORE PROCEEDING WITH ANY EXCAVATION.

5. CONTRACTOR MUST HAVE A PROCESSED AND APPROVED WORK CLEARANCE REQUEST PRIOR TO ANY EXCAVATION.

6. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE REQUIRED.

7. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND READY FOR PLACING THEREIN. AS SOON AS

POSSIBLE AFTER THE MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL AND COMPACT TRENCHES AS

SPECIFIED.

OTHER SAFETY REQUIREMENTS

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) REGULATIONS, AND EM385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL, LATEST EDITION..

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE PERMITS, FEES AND LICENSES

FOR CONSTRUCTION AND EQUIPMENT.

3. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS THROUGHOUT THE PROJECT AND REMEDY ANY SAFETY

CONCERNS IMMEDIATELY.

4. THERE SHALL BE NO PERMANENT WASTE SITES ON BASE PROPERTY. ANY TEMPORARY WASTE AREA SHALL BE APPROVED

BY THE COR AND SHALL BE KEPT IN AN ORDERLY CONDITION. REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED IS

SUBJECT TO THE DIRECTION OF THE COR.

5. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY GOVERNMENT-OWNED EQUIPMENT WITH THE COR.

6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIREMENTS WITH STATE AND LOCAL AUTHORITIES AND

SUBMITTING DOCUMENTS FOR PERMITTING FOR EROSION, SEDIMENT CONTROL, AND STORMWATER POLLUTION

PREVENTION.

7. EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS AND HAUL ROUTES, STAGING AREA, AND ANY MATERIAL

STOCKPILES WHEN NECESSARY TO CONTROL EROSION AND STORM WATER RUNOFF. SEE DRAWING CE101 AND CE102 FOR

EROSION AND SEDIMENT CONTROL REQUIREMENTS.

8. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM WIND

CONDITIONS.

9. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST CAUSED BY CONSTRUCTION ACTIVITIES TO A LIMIT

ACCEPTABLE TO BASE OPERATIONS. THE CONTRACTOR SHALL CONTROL BLOWING DUST ON THE PROJECT SITE FROM ANY

HAUL ROUTE OR WORK AREA REGARDLESS OF SOURCE.

10. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS, FROM CONSTRUCTION PERSONNEL AND ACTIVITIES SHALL BE

REMOVED FROM THE PROJECT LIMITS.

11. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM CONTRACTOR'S OPERATIONS OR ACTIVITIES

SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS

AND PROPERLY REMOVED FROM THE PROJECT PROPERTY. IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED

DURING CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR.

12. IF CONSTRUCTION REQUIRES THE DISRUPTION OR DISCONNECTION OF ANY WATER LINES OR FIRE HYDRANTS ON PROJECT

PROPERTY OR ADJOINING PROPERTY, THE CONTRACTOR SHALL PROVIDE A MINIMUM ADVANCE NOTICE OF THREE

WORKING DAYS TO THE LOCAL FIRE AUTHORITY AND ALL OTHER EMERGENCY SERVICES.

13. FAILURE TO COMPLY WITH BASE OPERATIONS AND THE COR SAFETY REQUIREMENTS SHALL RESULT IN THE SUSPENSION

OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE ADDRESSED BY THE CONTRACTOR TO THE

SATISFACTION OF THE COR.

14. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN OR BASE OPERATIONS SHALL IMMEDIATELY BE

REMOVED FROM THE WORK AREA AND SHALL NOT BE PERMITTED TO RETURN THROUGHOUT THE REMAINDER OF THE

PROJECT.

CC BB AA Z Y X W

P E

R I M

E T

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

1 2 3 4 5

PLATE REFERENCE

NUMBER

SHEET OF

P L O

A T

P L

L E

S U

B M

I T

T E

D W

D E

S I G

N E

C K

D A

T E

S I Z

F I L

A M

S O

L I C

I T

A T

I O

C O

N T

R A

C A

T E

G O

US ARMY CORPS

OF ENGINEERS

PHILADELPHIA

DISTRICT

D O

V E

A I R

C R

A F

A I N

T E

N A

N C

A C

I L

I T

E D

U S

R M

N G

I N

E E

I S

T R

I C

C O

R P

N G

I N

E E

R S

R P

E L

I R Y

N G

E S I

NOT FOR

CONSTRUCTION

1 2 3 4 5

A W

V R

J D

J P

- 1 2 D

C-006

PNN

SCALE: 1''=100'-0''

100 50 0 100

APRON PROJECT

(BY OTHERS)

CONTRACTOR

STAGING AREAS

PROJECT SITE

LEGEND

ACCESS ROUTE

PROJECT SITE

APRON PROJECT (BY

OTHERS)

CONTRACTOR

STAGING AREA

CONTRACTOR TO

COORDINATE AND PROVIDE

ROAD CLOSURE/DETOUR

SIGNAGE

AutoCAD SHX Text

CELL 1

AutoCAD SHX Text

CELL 3

AutoCAD SHX Text

CELL 2

AutoCAD SHX Text

CELL4

AutoCAD SHX Text

MAIN RAMP

AutoCAD SHX Text

ORLY ST

AutoCAD SHX Text

TAXIWAY "G"

AutoCAD SHX Text

PARIS ST

AutoCAD SHX Text

RAMP RD

AutoCAD SHX Text

ATLANTIC ST

AutoCAD SHX Text

RAMP RD

AutoCAD SHX Text

PARIS ST

X X X

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 28, 2023.