8044_RA1_2016-12-13.pdf

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THIS IS A CAD MAINTAINED DRAWING DEVELOPED

IN AUTOCAD R2013 SOFTWARE. CHANGES SHALL BE

INCORPORATED BY THE DESIGN AUTHORITY

UNDER 12" ±1/8"

12" TO 6'-0" ±1/4"

OVER 6'-0" ±1/2"

DISTRIBUTION STATEMENT D

DISTRIBUTION AUTHORIZED TO THE DEPARTMENT

OF DEFENSE AND U.S. DoD CONTRACTORS ONLY;

CRITICAL TECHNOLOGY, 2/23/2011. OTHER U.S.

REQUESTS SHALL BE REFERRED TO COMMANDER,

NAVAL SEA SYSTEMS COMMAND.

KEY PLAN 5A

BLDG 633 - PHILADELPHIA, PA

BUILDING KEY PLAN

SCALE: NONE

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 1 OF 6

D

CONTRACT No.

OFFICIAL SIGNATURE DATE

PREPARED

CHECKED

QA

PROJ MGR

APPROVED NSWCPD

PROG MGR

DIMENSIONAL TOLERANCES

UNLESS OTHERWISE SPECIFIED

DIMENSIONS IN FEET & INCHES

DECIMAL DIMENSIONS IN INCHES

TOLERANCE ON ANGLES ±.50°

1 PL ±.2, 2 PL ±.06, 3 PL ±.005

INTERPRET DIMENSIONS AND TOLERANCES

PER ASME Y14.5 - 2009

REVISION HISTORY

DESCRIPTIONREVZONE DATE APPROVED

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DESIGN MGR

REVISION STATUS

REV SH DESCRIPTION

A1 1 TITLE SHEET, BUILDING KEY PLAN, REFERENCES, NOTES

A1 2 NOTES CONTINUED

A1 3 ISOMETRIC VIEW

A1 4 GTG EQUIPMENT ARRANGEMENT

A1 5 GTG FENCING ARRANGEMENT

A1 6 GTG EQUIPMENT ELEVATION VIEWS

ELECTRIC DRIVE TEST FACILITY (EDTF)

NSWCPD BUILDING 77H, PHILADELPHIA, PA

GTG EQUIPMENT

ARRANGEMENT & DETAILS

8044 A1M.Mimnagh 10/21/16

M.Stauffer 10/21/16

89256

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SEE SH 4 FOR EQUIPMENT ARR

SEE SH 5 FOR FENCING ARR

SEE SH 6 FOR ELEVATION VIEWS

343230282624222018161412108642

NAVAL SURFACE WARFARE CENTER

PHILADELPHIA DIVISION

PHILADELPHIA, PA 19112-5083

REFERENCES

No. TITLE DRAWING No.

1 GTG VENDOR PLOT PLAN

NORTH

LEGEND

EXISTING/REFERENCE

SCOPE OF DRAWING

LIST OF ABBREVIATIONS:

ASD ALLOWABLE STRENGTH DESIGN

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

BLDG BUILDING

BMP BEST MANAGEMENT PRACTICES

CL CENTERLINE

DET DETAIL

GTG GAS TURBINE GENERATOR

LVL LEVEL

REF REFERENCE

REV REVISION

TOS TOP OF STEEL

VL VERTICAL LADDER

NOTES:

1. DEVIATIONS FROM THIS DRAWING ARE NOT PERMITTED WITHOUT APPROVAL

FROM THE NSWCPD PROGRAM OFFICE (CODE 211).

2. ELEVATIONS GIVEN ON THIS DRAWING ARE REFERENCED FROM THE TOP OF

FINISHED CONCRETE PAD AND ARE TO BE VERIFIED AT THE TIME OF

INSTALLATION. THE HORIZONTAL CONTROL SHALL BE REFERENCED AS

DIRECTED BY NSWCPD PROGRAM OFFICE.

3. DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO BEGINNING ANY WORK. MINOR

DEVIATIONS MAY BE PERMITTED WITH THE APPROVAL OF NSWCPD CODE 211.

4. THE CONTRACTOR IS RESPONSIBLE FOR CIVIL WORK PRIOR TO EQUIPMENT

INSTALLATION.

5. THIS DRAWING PROVIDES THE REQUIREMENTS TO PROVIDE A FULLY PREPARED

AND COMPACTED SITE PER GTG VENDOR REQUIREMENTS (TYPICALLY 1.5

KG/CM2 FOR MAJOR EQUIPMENT AND 2.0 KG/CM2 FOR GAS TURBINES). SEE

REFERENCE 2 FOR GROUND/COMPACTING REQUIREMENTS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL

PRE-EXISTING ENCUMBRANCES BELOW GRADE, AT GRADE AND OVERHEAD, AS

WELL AS SITE ENTRY PREPARATION FOR ALL EQUIPMENT DELIVERY. FOR THE

MOBILE GAS TURBINE PACKAGE, SEE REFERENCE 2, APPENDIX I. IN ADDITION,

ALL RIGGING SERVICES (OFFLOADING, MOVEMENT AND PLACEMENT) SHALL BE

PROVIDED BY THE CONTRACTOR. SEE REFERENCE 2, APPENDIX C.

7. 8'-0" TALL FENCING AND ACCESS GATES SHALL BE INSTALLED AS SHOWN IN

PLAN 29A. COORDINATE INSTALLATION WITH OTHER SITE PROJECTS.

EARTHWORK:

1. UNSUITABLE SOIL SHALL BE REMOVED FROM SITE AND BACKFILLED AS

NECESSARY WITH SUITABLE MATERIAL.

2. EXCAVATE AND LEVEL THE EXISTING SUBGRADE TO THE REQUIRED GRADE

AND SLOPE BY BALANCING CUTS AND FILLS WITHOUT ADDITIONAL MATERIAL

PRIOR TO INSTALLING GRAVEL SURFACE COURSE.

3. THE EXCAVATIONS FOR SITE SURFACE SHALL BE DOWN FROM ELEVATION

0'-0” (FINISHED CONCRETE SLAB). THE EXCAVATION SHALL BE A TRIM, LEVEL

SURFACE. ALL EXCAVATED SOILS SHALL BE STORED ON-SITE AT A LOCATION

SPECIFIED BY NSWCPD PROGRAM OFFICE (CODE 211).

4. THE CONTRACTOR SHALL PROVIDE ALL MEASURES AND PRECAUTIONS

NECESSARY TO PREVENT DAMAGE AND SETTLEMENT OF EXISTING OR NEW

CONSTRUCTION. ANY DAMAGE TO NEW OR EXISTING CONSTRUCTION CAUSED

BY CONSTRUCTION TECHNIQUES IS THE RESPONSIBILITY OF THE CONTRACTOR.

5. CONTRACTOR SHALL CHECK FOR UNDERGROUND UTILITIES AND VERIFY

UNDERGROUND CONDITIONS PRIOR TO BEGINNING WORK AND NOTIFY THE

NSWCPD PROGRAM OFFICE (CODE 211) OF ANY CONFLICTS.

6. THE SOIL SHALL BE CAPABLE OF SUSTAINING SUITABLE PRESSURE TO

SUPPORT THE EQUIPMENT AND INSPECTION TO PLACING ANY GRAVEL

SURFACE.

7. ON-SITE EXCAVATED SOILS THAT ARE APPROVED FOR REUSE BY THE

NSWCPD PROGRAM OFFICE MAY BE REUSED AS BACKFILL. MATERIALS

UNSUITABLE FOR BACKFILL AND ALL EXCESS MATERIAL SHALL BE REMOVED

FROM THE SITE. EXISTING SUBGRADE SHALL BE LEVELED AND COMPACTED TO

96% MAXIMUM DRY DENSITY IN ACCORDANCE WITH MODIFIED PROCTOR ASTM

DI557.

8. IMMEDIATELY REPORT TO THE NSWCPD PROGRAM OFFICE ANY UNUSUAL

CONDITIONS ENCOUNTERED DURING INSTALLATION.

(NOTES CONTINUED ON SHEET 2)

RESERVATIONS:

1. LIFTING REQUIREMENTS INCLUDING RIGGING SERVICES IN ADDITION TO THOSE

INCLUDED IN REFERENCE 2.

2 GTG VENDOR DETAILED POWER PACKAGE

3 GTG VENDOR POWER PLANT LEVELING ARRANGEMENT

1. INCORPORATED NSWCPD COMMENTS PER

E-MAIL OF 12/12/16

A1

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 2

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NOTES CONTINUED

8044 A189256

GENERAL CIVIL NOTES:

1. FINISHED GRADING AND GRAVEL SURFACE SHALL MEET THE REQUIREMENTS OF

THE LATEST PENNSYLVANIA DEPARTMENT OF TRANSPORTATION (PENNDOT)

STANDARD SPECIFICATIONS.

2. THE EQUIPMENT SHALL BE PROVIDED AND INSTALLED AT THE SITE BY GTG

VENDOR. THE COMPLETED STABILIZED SITE SHALL SUPPORT THE LOADS AND

ARRANGEMENTS PROVIDED BY GTG VENDOR, INCLUDING EQUIPMENT DELIVERY

AND SETUP.

3. PRIOR TO EQUIPMENT INSTALLATION, A SITE SURVEY SHALL BE PERFORMED

TO DETERMINE EXISTING SURFACE CONDITIONS. RESULTS SHALL BE PROVIDED

TO NSWCPD PROGRAM OFFICE (211).

4. A SOIL STUDY SHALL BE CONDUCTED AFTER UNSUITABLE SOIL IS REMOVED.

THE STUDY SHALL BE USED TO DETERMINE THAT THE SUBGRADE MEETS

BEARING REQUIREMENTS AND SHALL INCLUDE THE FOLLOWING: PROVIDE

RESULTS TO NSWCPD PROGRAM OFFICE (211)

4.1. TEST FOR BEARING CAPACITY OF EXISTING SOIL AFTER UNSUITABLE SOIL

IS REMOVED.

4.2. STANDARD PENETRATION TEST POINTS TO BE ANALYZED AND DEEMED

SUITABLE FOR BEARING MAJOR EQUIPMENT IN THE RESPECTIVE

LOCATIONS.

5. IN ORDER TO SUPPORT THE EQUIPMENT, THE SOIL MUST ACHIEVE A BEARING

PRESSURE OF AT LEAST 4.1 KIPS/FT2. IF THE SOIL BEARING DOES NOT MEET

THE REQUIRED LEVEL, ADDITIONAL MEANS SUCH AS PLACING STEEL PLATES

UNDER SUPPORT LOCATIONS, MUST BE PROVIDED AND APPROVED BY NSWCPD

PROGRAM OFFICE.

6. THE EXISTING TOPOGRAPHY, UTILITIES AND PHYSICAL FEATURES SHOWN

WERE TAKEN FROM AVAILABLE RECORD DRAWINGS PROVIDED BY NSWCPD.

7. FIELD VERIFY ACTUAL SITE CONDITIONS.

8. LOCATE ALL UNDERGROUND STRUCTURES AND VERIFY THE SIZE AND

ELEVATION OF UNDERGROUND UTILITIES TO BE CROSSED, PRIOR TO WORK

UNDER THIS CONTRACT.

9. CONTACT THE NSWCPD PROGRAM OFFICE AND PENNSYLVANIA ONE CALL

(1-800-242-1776) OR AT 8-1-1 TO ALLOW MARKING OF EXISTING BURIED

UTILITIES AT LEAST 72 HOURS (THREE WORKING DAYS) PRIOR TO

EXCAVATION.

10. EXISTING UNDERGROUND UTILITIES IN THE WORK AREA MUST BE POSITIVELY

IDENTIFIED BY A THIRD PARTY, INDEPENDENT PRIVATE UTILITY LOCATING

COMPANY, IN ADDITION TO ANY STATION LOCATING SERVICE SUCH AS

PENNSYLVANIA ONE CALL AND COORDINATED WITH THE PUBLIC WORKS

DIVISION. ANY MARKING MADE DURING THE UTILITY INVESTIGATION MUST BE

MAINTAINED THROUGHOUT THE DURATION OF THE CONTRACT.

11. WHENEVER CONTRACT WORK INVOLVES CHIPPING, SAW CUTTING OR CORE

DRILLING THROUGH CONCRETE, BITUMINOUS ASPHALT OR OTHER IMPERVIOUS

SURFACES, THE THIRD PARTY, INDEPENDENT, PRIVATE LOCATING COMPANY

SHALL LOCATE UTILITY DEPTH BY USE OF GROUND PENETRATING RADAR

(GPR), X-RAY, BORE SCOPE OR ULTRASOUND PRIOR TO THE START OF

DEMOLITION AND CONSTRUCTION. OUTAGES TO ISOLATE UTILITY SYSTEMS

MUST BE USED IN CIRCUMSTANCES WHERE UTILITIES ARE UNABLE TO BE

POSITIVELY IDENTIFIED. THE USE OF HISTORICAL DRAWINGS DOES NOT

ALLEVIATE THE CONTRACTOR FROM MEETING THIS REQUIREMENT.

12. TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES. AT

CONTRACTOR'S EXPENSE, IMMEDIATELY REPAIR ANY DAMAGE TO UTILITIES.

THE CONTRACTOR SHALL BE REQUIRED TO, AND AGREES TO, COMPLY WITH

THE PROVISIONS OF THE GOVERNMENT, STATE AND UTILITY FOR

UNDERGROUND DAMAGE PREVENTION AND HEREBY AGREES TO HOLD THE

GOVERNMENT HARMLESS AGAINST ANY LOSS, DAMAGES AND CLAIMS OF ANY

NATURE WHATSOEVER ARISING OUT OF FAILURE TO COMPLY WITH SAID

PROVISIONS.

13. MAINTAIN ACCESS TO VALVES AND HYDRANTS FOR OWNER AND EMERGENCY

SERVICES PERSONNEL.

SITE WORK:

1. THE AREA SHOWN IN PLAN VIEW 29A SHALL BE PREPARED WITH A

PERMEABLE STABILIZATION FABRIC ON TOP OF WHICH #4 BALLAST AND

STONE SCREENING SHALL BE APPLIED WITH A VIBRATING ROLLER TO A DEPTH

OF 8". PLACE AND COMPACT THE MATERIAL TO PROVIDE THE FULL

COMPACTED DEPTH.

2. THE 8" AGGREGATE SURFACE SHALL BE COMPACTED TO AT LEAST 96% OF

MAXIMUM DRY DENSITY IN ACCORDANCE WITH MODIFIED PROCTOR ASTM D1557.

3. SIZE AND GRADATION REQUIREMENTS ARE SHOWN IN TABLE C, SECTION 703

OF PENNDOT PUBLICATION 408.

4. PROOF ROLL AREA TO TEST FOR REQUIRED COMPACTNESS AND BEARING

CAPACITY PER GENERAL CIVIL NOTE 5.

EROSION AND SEDIMENT CONTROL NOTES:

1. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT CONTROL BMP'S

MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS

OF ALL EROSION AND SEDIMENT CONTROL BMP'S AFTER EACH RUNOFF EVENT

AND ON A WEEKLY BASIS. ALL PREVENTIVE AND REMEDIAL MAINTENANCE

WORK, INCLUDING CLEANOUT, REPAIR, REPLACEMENT, RE-GRADING, RESEEDING,

RE-MULCHING, AND RE-NETTING MUST BE PERFORMED IMMEDIATELY. IF

EROSION AND SEDIMENT CONTROL BMP'S FAIL TO PERFORM AS EXPECTED,

REPLACEMENT BMP'S OR MODIFICATIONS OF THOSE INSTALLED WILL BE

REQUIRED.

2. TOPSOIL STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET. STOCKPILE SIDE

SLOPES MUST BE 2:1 OR FLATTER. TOPSOIL STOCKPILE MUST BE IMMEDIATELY

STABILIZED.

3. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF ANY EXCESS

MATERIAL AND MAKE SURE SITE(S) RECEIVING THE EXCESS HAS AN

APPROVED EROSION AND SEDIMENT CONTROL PLAN THAT MEETS THE

CONDITIONS OF CHAPTER 202 AND/OR OTHER STATE OR FEDERAL

REGULATIONS.

4. ALL BUILDING MATERIALS AND WASTES MUST BE REMOVED FROM THE SITE

AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S

SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ.,

271.1 AND 287.1 ET SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED

BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED OR DISCHARGED AT

THE SITE.

5. ANY SEDIMENT REMOVED FROM BMPS DURING CONSTRUCTION MAY BE

RETURNED TO UPLAND AREA ON-SITE AND INCORPORATED INTO THE SITE

GRADING.

6. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE

POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE

CONTRACTOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES

TO ELIMINATE THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT

POLLUTION.

7. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE MADE USING SUITABLE

SEDIMENT REMOVAL FACILITY, OVER UNDISTURBED VEGETATED AREAS AS

APPROVED BY NSWCPD PROGRAM OFFICE.

8. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE OPERATOR

SHALL STABILIZE THE DISTURBED AREAS. DURING NON-GERMINATING PERIODS,

MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH

ARE NOT AT FINISHED GRADE AND WHICH WILL BE RE-DISTURBED WITHIN 1

YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY

VEGETATIVE STABILIZATION SPECIFICATIONS. DISTURBED AREAS WHICH ARE

AT FINAL GRADE OR WHICH WILL NOT BE RE-DISTURBED WITHIN 1 YEAR MUST

BE STABILIZED IN ACCORDANCE WITH THE PERMANENT VEGETATIVE

STABILIZATION SPECIFICATIONS.

9. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT

STABILIZATION OF ALL DISTURBED AREAS, THE NSWCPD PROGRAM OFFICE

AND/OR CONTRACTOR SHALL CONTACT THE SEDIMENT CONTROL INSPECTOR

FOR A FINAL INSPECTION PRIOR TO THE REMOVAL OF THE BMP'S.

10. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION

AND SEDIMENTATION CONTROLS MUST BE REMOVED. AREA DISTURBED DURING

REMOVAL OF THE CONTROLS MUST BE STABILIZED IMMEDIATELY. PERMANENT

STABILIZATION SHOULD BE DEFINED AS “A MINIMUM UNIFORM 70% PERENNIAL

VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A

DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND

SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER

MOVEMENTS”.

11. INSTALL EROSION AND SEDIMENT CONTROLS PER THE CONSTRUCTION DETAILS

AND AT LOCATIONS AS REQUIRED BY PENNSYLVANIA DEPARTMENT OF

ENVIRONMENTAL PROTECTION IN ACCORDANCE WITH CHAPTER 102 - "EROSION

CONTROL REGULATIONS".

GENERAL CIVIL NOTES:

14. PERFORM WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS,

INCLUDING THE LASTEST REVISIONS OF PENNSYLVANIA DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS (AS REFERENCED);

PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION; CITY OF

PHILADELPHIA DEPARTMENT OF STREETS STANDARD CONSTRUCTION ITEMS;

CITY OF PHILADELPHIA WATER DEPARTMENT WATER MAIN STANDARD DETAILS

CORROSION CONTROL SPECIFICATIONS, AS APPLICABLE.

15. THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE SURVEYING NECESSARY TO

STAKE PROJECT LIMITATIONS AND PROVIDE FOR POSITIVE DRAINAGE.

16. VERIFY ALL EXISTING UTILITY INVERTS AND CLEARANCES FROM NEW WORK

PRIOR TO START OF ANY WORK.

17. THESE DRAWINGS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR

CONSTRUCTION SAFETY. ALL CONSTRUCTION MUST BE DONE IN ACCORDANCE

WITH THE MOST CURRENT VERSION OF OSHA STANDARDS AND/OR

REGULATIONS.

18. NOTIFY THE CONTRACTING OFFICER OF ANY DEVIATION TO THIS PLAN PRIOR

TO ANY CHANGE BEING MADE. ANY CHANGE IN THIS PLAN WITHOUT THE

WRITTEN AUTHORIZATION FOR SAID CHANGE FROM CONTRACTING OFFICER

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR SUB-CONTRACTOR.

19. STORAGE AND STAGING AREAS SHALL BE COORDINATED WITH THE NSWCPD

PROGRAM OFFICE.

20. ALL STORM DRAIN APPURTENANCES SHALL REMAIN FUNCTIONAL DURING

CONSTRUCTION.

21. FINISHED GRADING/SURFACE SHALL PROVIDE POSITIVE DRAINAGE TOWARDS

STORM DRAINAGE FEATURES. GRADING SHALL NOT RESULT IN LOW SPOTS

THAT HOLD WATER. A MINIMUM SLOPE OF 1% SHALL BE PROVIDED FOR THE

ENTIRE SITE.

22. CIVIL WORK SHALL BE COORDINATED WITH WORK OF GTG VENDOR AS SHOWN

IN REFERENCES 1, 2, & 3.

23. ALL CONTRACTORS UTILIZING THIS PLAN AND THE INFORMATION ARE

CAUTIONED TO COMPLY WITH THE REQUIREMENTS OF PENNSYLVANIA ACT 787

ENTITLED "UNDERGROUND UTILITY LINE PROTECTION.

EROSION AND SEDIMENT CONTROL NOTES:

12. TECHNICAL PROVISION:

12.1. THE REQUIREMENTS CONTAINED HEREIN AND/OR SHOWN ON THE

DRAWINGS ARE MINIMUM STANDARDS. NOTHING CONTAINED WITHIN

THESE PROVISIONS OR ON THE DRAWING IS INTENDED TO PREVENT

THE CONTRACTOR FROM UTILIZING ADDITIONAL MEASURES TO

PREVENT SOIL EROSION AND TO CONTROL SEDIMENTATION.

MODIFICATIONS OF THE REQUIREMENTS HEREIN, OR ON THE DRAWINGS

TO ADJUST TO CHANGING SITE CONDITIONS SHALL BE APPROVED BY

THE COUNTY CONSERVATION DISTRICT, BUT THE ULTIMATE

RESPONSIBILITY FOR COMPLIANCE WITH THE REGULATIONS PERTAINING

TO SOIL EROSION AND SEDIMENTATION CONTROLS BELONGS TO THE

CONTRACTOR PERFORMING THE WORK.

12.2. IF WORK ON THIS PROJECT IS SUSPENDED FOR ANY REASON, THE

CONTRACTOR SHALL MAINTAIN THE BEST MANAGEMENT PRACTICES IN

GOOD CONDITION DURING THE SUSPENSION OF WORK. ADDITIONALLY,

WHEN SEASONAL CONDITIONS PERMIT AND THE SUSPENSION OF WORK

IS EXPECTED TO EXCEED A PERIOD OF TEN (10) DAYS, THE

CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS LEFT EXPOSED

WHEN THE WORK IS STOPPED, AS STATED IN NOTE 7.

13. CONSTRUCTION OF PAVED AREAS:

13.1. DUST AT THE CONSTRUCTION SITE SHALL BE KEPT WITHIN TOLERABLE

LIMITS.

13.2. A STABILIZED CONSTRUCTION ENTRANCE(S) SHALL BE INSTALLED AT

THE LOCATION(S) SHOWN ON THE PLAN. IT SHALL BE THE FIRST ITEM

TO BE GRADED TO THE FINAL PROPOSED GRADE AND SHALL BE

CONSTRUCTED IN ACCORDANCE WITH THE ROCK CONSTRUCTION

ENTRANCE DETAIL.

14. FINE GRADING AND SEEDING:

14.1. THE CONTRACTOR SHALL PLACE TOPSOIL, TO A MINIMUM OF 6 INCHES,

IN THOSE AREAS WHICH HAVE BEEN DISTURBED BY WORK. THE

TOPSOIL SHALL BE RAKED AND TRIMMED TO TRUE LINES AND SHALL

BE FREE FROM UNSIGHTLY VARIATIONS. PRIOR TO PLACING TOPSOIL,

LOOSEN AREAS TO RECEIVE TOPSOIL TO A DEPTH OF 2” AND REMOVE

STONES AND OTHER FOREIGN MATERIAL 2” OR LARGER IN ANY

DIMENSION.

14.2. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE

CONTRACTOR SHALL HAVE ALL REMAINING DISTURBED AREAS

FERTILIZED, SEEDED AND MULCHED IN ACCORDANCE WITH THE

PROVISIONS OF PENNDOT PUBLICATION NO. 408, LATEST VERSION,

SECTIONS 804 AND 805.

SCALE : AS NOTED SHEET 3

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ISOMETRIC VIEW 21A

GTG EXHAUST STACK SUPPORT STRUCTURE

LOOKING SOUTHWEST

SCALE: NONE

ISOMETRIC VIEW

8044 A189256

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1718192021222324

SCALE : AS NOTED

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SHEET 4

GTG EQUIPMENT

ARRANGEMENT

8044 A189256

PLAN VIEW 29A

GTG-B EQUIPMENT ARRANGEMENT

SCALE: 1/16"=1'-0"

15 16 17 18 19 20 21 22 23 24 25 26 27 28 29

A

G T G P

A D

1 4

50'-0" GTG PAD34'-3

GRAPHIC SCALE 1/16"=1'-0"

0 2' 5' 10' 15' 20' 30' 40' 50' 60'

70'-5

61'-5

11'-5"

18'-0

67'-0

40'-1"

G R O U N D P

R E P S E E N

O T E S

115'-0" GROUND PREP, SEE NOTES

EXISTING FENCE LINE

AIR FILTER TRAILER

AUXILIARY TRAILER

TURBINE\GENERATOR TRAILER

EXHAUST SILENCER TRAILER

25'-4"

BLDG FRONT

C45

A

2526272829303132

2526272829303132

EXCAVATE AND PROVIDE 8" THICK DENSE GRADED SURFACE

PER SITE WORK NOTE 1 OVER PERMEABLE STABILIZATION FABRIC

ON COMPACTED SUBGRADE

EXISTING APRON

40'-0"

PROVISION OF A STABILIZED CONSTRUCTION ENTRANCE

AS PART OF EROSION AND SEDIMENT CONTROL WORK.

SEE PENNDOT STANDARD DRAWING RC-70M.

30'-0"

39'-6"

11'-6"

77'-6"

46'-0"

30'-9"

32'-0"

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SHEET 5

GTG FENCING

ARRANGEMENT

8044 A189256

PLAN VIEW 37A

GTG-B FENCING ARRANGEMENT

SCALE: 1/16"=1'-0"

15 16 17 18 19 20 21 22 23 24 25 26 27 28 29

A

G T G P

A D

50'-0" GTG PAD

GRAPHIC SCALE 1/16"=1'-0"

0 2' 5' 10' 15' 20' 30' 40' 50' 60'

EXISTING FENCE LINE

SEE NOTE 725'-4"

BLDG FRONT

EXISTING APRON

3334353637383940

3334353637383940

36'-8"

19'-6"

12'-0"

GATE

210'-0"

120'-0"

6'-0"

20'-0"

24'-0"

GATE

143'-3"

74'-6"

6'-0" GATE

NEW FENCE

SEE NOTE 7

NEW FENCE

SEE NOTE 7

NEW FENCE

SEE NOTE 7

NEW FENCE

SEE NOTE 7

NEW FENCE

SEE NOTE 7

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SHEET 6

GTG EQUIPMENT

ELEVATION VIEWS

8044 A189256

ELEVATION VIEW 45A

LOOKING SOUTH

SCALE: 1/8"=1'-0"

ELEVATION VIEW 45C

LOOKING WEST

SCALE: 1/8"=1'-0"

GRAPHIC SCALE 1/8"=1'-0"

0 2' 5' 10' 15' 20' 30'

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