Attachment A 1733372 DWG.pdf

PDF 27 MB Posted Aug 27, 2024

Attached to: B670 Load Bank Platform for DDGX Project
Solicitation number: N4008521R2653
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Aug 27, 2024

This document appears to be Attachment A, a drawing related to Solicitation N4008521R2653 for a B670 Load Bank Platform for the DDGX Project issued by the Department of the Navy Naval Facilities Engineering Command.

The solicitation seeks a contractor to provide a B670 Load Bank Platform for the DDGX Project. The solicitation number is N4008521R2653 and the Federal Contract Opportunity ID is 5a058e5e28b54481b25b6859b76ab0f2. Interested parties can obtain more details by logging into the PIEE.eb.mil website and searching for the solicitation number. No other specifics about the required products or services, response/award dates, pricing terms, set asides, or incumbent information are provided in the available documentation.

View the file

Other files

File	Type	Posted
GENERAL REQUIREMENTS FOR DDGX PROJECT.pdf	PDF	Aug 27, 2024
Attachment A 1733372_WP2_SPC.pdf	PDF	Aug 27, 2024
Attachment E SECNAV 5512 Form.pdf	PDF	Aug 27, 2024
Attachment C Pre-Proposal Inquiry (PPI) Form.xlsx	XLSX spreadsheet	Aug 27, 2024
Attachment G PIEE Vendor Access Instructions.pdf	PDF	Aug 27, 2024
Attachment D Price Proposal Form.pdf	PDF	Aug 27, 2024
ATTACHMENT B WAGE DETERMINATION.pdf	PDF	Aug 27, 2024
Attachment F ODP Badge Access Request.xls	XLS spreadsheet	Aug 27, 2024

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DRAWFORM REVISION: 25 AUGUST 2020

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SATISFACTORY TO

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FOR COMMANDER NAVFAC

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A/E INFO

EPROJECT NO.:

Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231

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N40085-24-R-2653

3/26/2024

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HPN

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PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT THESE

DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS

OF THE STATE OF MARYLAND,

, EXPIRATION DATELICENSE No.

CGM

APPROVED BY: CARLOS HERNANDEZ ALICEA, PDC

BRANCH HEAD, PWD PENNSLYVANIA PER EMAIL

2G001

NONE

CMS SLJ JBS

12901635

29926 1/11/2026

SITE

DDG(X) LAND BASED TEST SITE (LBTS)

WP2: EXTERIOR LOAD BANK PLATFORM AT B670

VICINITY PLAN

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THE NAVY YARD

LOCATION PLAN

PROJECT

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PIER 5 PIER 2PIER 4PIER 6

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Approved for Public Release: Distribution is Unlimited Refer to PRA #NSWCPD-002656

Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROT. ENG.

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

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N40085-24-R-2653

1733372

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NONE

DRAWFORM REVISION: 25 AUGUST 2020

EJA

MRI/PJB

HPN

PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY

THAT THESE DOCUMENTS WERE PREPARED OR

APPROVED BY ME, AND THAT I AM A DULY

LICENSED ENGINEER UNDER THE LAWS OF THE

STATE OF MARYLAND, LICENSE NO. 29926

EXPIRATION DATE 01/11/2026.

APPROVED BY: CARLOS HERNANDEZ ALICEA, PDC

BRANCH HEAD, PWD PENNSLYVANIA PER EMAIL

3/26/2024

C te m p Lo c a ls B

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( L o c a l) .r vt

CMS SLJ JBS

2G002

12901636

CGM

DRAWING INDEX

SHEET NO. NAVFAC_NO DRAWING TITLE

8 - ARCHITECTURE

2A001 12901679 ARCHITECTURAL GENERAL NOTES AND ABBREVIATIONS

2AD121 12901680 FIRST FLOOR DEMOLITION PLAN

2AD122 12901681 ROOF DEMOLITION PLAN

2AD123 12901682 DEMOLITION INT ELEVATION & SECTION

2AD124 12901683 DEMOLITION DETAILS

2A101 12901684 FIRST FLOOR PLAN

2A102 12901685 ROOF PLAN

2A201 12901686 EXTERIOR ELEVATIONS

2A301 12901687 BUILDING SECTIONS

2A501 12901688 STAIR DETAILS

2A502 12901689 STAIR DETAILS

2A503 12901690 INTERIOR ELEVATION AND SECTION

2A504 12901691 DETAILS

2A505 12901692 DETAILS

11 - FIRE PROTECTION

2F001 12901693 ABBREVIATIONS, LEGEND, AND GENERAL NOTES

2FD101 12901694 FIRST FLOOR DEMOLITION PLAN

2F101 12901695 FIRST FLOOR PLAN

12 - FIRE ALARM

2FA001 12901696 ABBREVIATIONS, LEGEND, AND GENERAL NOTES

2FAD101 12901697 FIRST FLOOR DEMOLITION PLAN

2FA101 12901698 FIRST FLOOR PLAN

14 - MECHANICAL

2M001 12901699 MECHANICAL GENERAL NOTES, ABBREVIATIONS AND LEGEND

2MD101 12901700 FIRST FLOOR PLAN - DEMOLITION

2M101 12901701 FIRST FLOOR PLAN

2M501 12901702 MECHANICAL DETAILS

15 - ELECTRICAL

2E001 12901703 ELECTRICAL LEGEND AND DEFINITIONS

2E002 12901704 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES

2ED101 12901705 FIRST FLOOR PLAN - DEMOLITION

2ED102 12901706 FIRST FLOOR PLAN - CONDUIT - DEMOLITION

2E101 12901707 FIRST FLOOR PLAN - LIGHITING

2E102 12901708 FIRST FLOOR PLAN - POWER

2E103 12901709 PLATFORM PLAN - LIGHTING

2E104 12901710 PLATFORM PLAN - POWER

2E105 12901711 GROUNDING PLAN

2E106 12901712 FIRST FLOOR PLAN - CONDUIT

2E501 12901713 ONE LINE DIAGRAM

2E601 12901714 ELECTRICAL DETAILS

2E701 12901715 SCHEDULES

DRAWING INDEX

SHEET NO. NAVFAC_NO DRAWING TITLE

1 - GENERAL

2G001 12901635 COVER SHEET

2G002 12901636 DRAWING INDEX

2G003 12901637 GENERAL PROJECT NOTES

2G004 12901638 PHILADELPHIA NAVY YARD ANNEX SITE MAP

2G005 12901639 OVERALL SITE PLAN - DDG(X) LBTS COORDINATION WITH BUILDING

77-87 COMPLEX PROJECTS NOT IN CONTRACT

2G006 12901640 SITE PLAN - DDG(X) LBTS COORDINATION WITH BUILDING 77-87

COMPLEX PROJECTS NOT IN CONTRACT

2G007 12901641 LIFE SAFETY PLANS

2G008 12901642 OVERALL SITE AND BUILDINGS 77H AND 670 ACCESS PLAN

2 - CIVIL

2C001 12901643 GENERAL CIVIL NOTES

2C002 12901644 CIVIL LEGEND AND ABBREVIATIONS

2C003 12901645 EROSION AND SEDIMENT CONTROL NOTES

2C101 12901646 EXISTING CONDITIONS AND DEMOLITION PLAN

2C102 12901647 SITE PLAN

2C103 12901648 EROSION AND SEDIMENT CONTROL PLAN

2C501 12901649 SITEWORK DETAILS

2C502 12901650 FENCE DETAILS

2C503 12901651 FENCE DETAILS

2C504 12901652 EROSION AND SEDIMENT CONTROL DETAILS

2C505 12901653 EROSION AND SEDIMENT CONTROL DETAILS

3 - HAZARDOUS MATERIALS

2H101 12901654 HAZARDOUS MATERIALS PLAN

6 -BUILDING GENERAL DEMOLITION

2XD101 12901655 FIRST FLOOR PLAN

2XD801 12901656 BUILDING GENERAL DEMOLITION - PHOTOGRAPHS

2XD802 12901657 BUILDING GENERAL DEMOLITION - PHOTOGRAPHS

7 - STRUCTURAL

2S001 12901658 GENERAL STRUCTURAL NOTES

2S002 12901659 GENERAL STRUCTURAL NOTES AND STRUCTURAL ABBREVIATIONS

2S003 12901660 TYPICAL STRUCTURAL DETAILS

2S004 12901661 TYPICAL STRUCTURAL DETAILS

2S005 12901662 TYPICAL STRUCTURAL DETAILS

2S006 12901663 TYPICAL STRUCTURAL DETAILS

2SD101 12901664 FLOOR PLAN - DEMOLITION

2SD102 12901665 ROOF FRAMING PLAN - DEMOLITION

2S101 12901666 FOUNDATION AND FLOOR PLAN

2S102 12901667 ROOF FRAMING PLAN

2S103 12901668 LOAD BANK PLATFORM TRUSS BOTTOM CHORD FRAMING PLAN

2S104 12901669 LOAD BANK PLATFORM TRUSS TOP CHORD FRAMING PLAN

2S201 12901670 TRUSS ELEVATIONS

2S202 12901671 TRUSS ELEVATIONS

2S203 12901672 BRACED FRAME ELEVATIONS

2S204 12901673 BRACED FRAME DETAILS

2S301 12901674 BUILDING CROSS SECTION

2S501 12901675 PILE AND PILE CAP DETAILS

2S502 12901676 SECTIONS AND DETAILS

2S601 12901677 GRAPHICAL COLUMN SCHEDULE AND DETAILS

2S602 12901678 PEDESTAL SCHEDULE AND DETAILS

SCALE:? ?

KEYNOTE INDICATOR

BUILDING GRID INDICATOR

BUILDING LEVEL INDICATOR

PLAN NORTH INDICATOR

TRUE NORTH

INDICATOR

SHEET CUT FROM

DETAIL NUMBER

ELEVATION INDICATOR

DETAIL INDICATOR

SECTION INDICATORSHEET WHERE SECTION IS DRAWN

SECTION NUMBER VIEW DIRECTION

SHEET WHERE ELEVATION IS DRAWN

ELEVATION NUMBER VIEW DIRECTION

SHEET WHERE DETAIL IS DRAWN

DETAIL NUMBER

VIEW TITLE INDICATOR

1SD502 DRAWING NUMBER INDICATOR

DISCIPLINE DESIGNATOR WITH OPTIONAL LEVEL 2 INDICATOR

SHEET TYPE INDICATOR

SHEET SEQUENCE INDICATOR

PLAN

NORTH

XD801

PHOTO INDICATORSHEET WHERE PHOTO IS SHOWN

DETAIL NUMBER

APPROXIMATE LOCATION PHOTO WAS

TAKEN AND DIRECTION OF VIEW

WORK PACKAGE INDICATOR

Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROT. ENG.

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

L F

ILI

ILA

A, P

ILA

L S

K, V

A L

G S

M S

C O

M M

-A

N40085-24-R-2653

1733372

P2 : E

T B6

NONE

DRAWFORM REVISION: 25 AUGUST 2020

EJA

MRI/PJB

HPN

PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY

THAT THESE DOCUMENTS WERE PREPARED OR

APPROVED BY ME, AND THAT I AM A DULY

LICENSED ENGINEER UNDER THE LAWS OF THE

STATE OF MARYLAND, LICENSE NO. 29926

EXPIRATION DATE 01/11/2026.

APPROVED BY: CARLOS HERNANDEZ ALICEA, PDC

BRANCH HEAD, PWD PENNSLYVANIA PER EMAIL

3/26/2024

C te m p Lo c a ls B

G G B sj a c k m a n

( L o c a l) .r vt

CMS SLJ JBS

2G003

L P

12901637

CGM

GENERAL PROJECT NOTES

1. GENERAL NOTES APPLY TO THE ENTIRE PROJECT. GENERAL SHEET NOTES APPLY TO

THE ENTIRE SHEET ON WHICH THEY APPEAR. SHEET KEYNOTES APPLY TO THE

APPLICABLE SPECIFIC INSTANCE INDICATED.

2. THE PURPOSE OF THIS PROJECT IS TO PROVIDE A STEEL PLATFORM ABOVE BUILDING

670.

3. BUILDINGS 77H AND 670 ARE AN ACTIVE GOVERNMENT TEST FACILITY THAT WILL

REMAIN OCCUPIED DURING CONSTRUCTION. WORK MUST NOT INTERRUPT TESTING

ACTIVITIES.

4. DO NOT SCALE DRAWINGS. REFER TO DIMENSIONS INDICATED.

5. THE ENVELOPE OF BUILDINGS 77H AND 670 ARE SECURITY FEATURES AND MUST BE

MAINTAINED THROUGHOUT THE PROJECT TO ENSURE THAT UNAUTHORIZED

PERSONNEL CANNOT GAIN ACCESS INTO BUILDINGS 77H AND 670 AND THE OPERATING

SPACES. REPORT IMMEDIATELY TO THE CONTRACTING OFFICER ANY UNAUTHORIZED

OPENINGS OR INCORRECTLY SECURED OPENINGS IN THE BUILDING ENVELOPE.

6. BUILDING ENVELOPE (SIDING, ROOF, DOOR/WINDOW, ETC.) MODIFICATIONS,

TEMPORARY OR PERMANENT, MUST BE SCHEDULED AND COORDINATED WITH THE

CONTRACTING OFFICER. PROPOSED MODIFICATIONS TO THE BUILDING 77H OR BUILDING

670 ENVELOPE TO IMPLEMENT OR SUPPORT PHASING FOR THE DDG(X) PROJECT MUST

BE SUBMITTED FOR APPROVAL BY THE CONTRACTING OFFICER.

7. TAKE NECESSARY PRECAUTIONS TO ENSURE THAT ROOF OPENINGS AND OTHER

CRITICAL OPENINGS IN THE BUILDING ARE MONITORED CAREFULLY. TAKE IMMEDIATE

ACTIONS REQUIRED TO SEAL OFF SUCH OPENINGS WHEN RAIN OR OTHER

DETRIMENTAL WEATHER IS IMMINENT, AND AT THE END OF EACH WORKDAY. ENSURE

THAT THE OPENINGS ARE COMPLETELY SEALED OFF TO PROTECT MATERIALS AND

EQUIPMENT IN THE BUILDING FROM DAMAGE.

8. EXISTING DOORS IN THE BUILDING 77H OR BUILDING 670 ENVELOPE MUST BE KEPT

OPERATIONAL AND CLEAR OF OBSTRUCTIONS.

9. PHOTOGRAPHY AND AUDIO/VIDEO RECORDING IS NOT PERMITTED ON GOVERNMENT

PROPERTY AND GOVERNMENT PROPERTY MUST NOT BE PHOTOGRAPHED OR

RECORDED OTHERWISE. COORDINATE PHOTOGRAPHY REQUIREMENTS WITH THE

CONTRACTING OFFICER. REFER TO CONTRACT SPECIFICATIONS FOR ADDITIONAL

DETAILS.

10. VEHICLES ENTERING GOVERNMENT FENCELINE OR BUILDINGS MUST BE INSPECTED BY

SECURITY PRIOR TO ENTERING THE BUILDING AND MUST BE COMMERCIAL VEHICLES.

COORDINATE INSPECTIONS IN ADVANCE. REFER TO THE CONTRACT SPECIFICATIONS

FOR ADDITIONAL DETAILS.

11. PERIMETER GATES AND BUILDING DOORS MUST REMAIN CLOSED EXCEPT WHEN

PERSONNEL OR VEHICLES ARE ENTERING OR EXITING. GATES AND OVERHEAD DOORS

WILL BE OPENED BY THE GOVERNMENT AND MUST BE COORDINATED IN ADVANCE WITH

THE CONTRACTING OFFICER. PROPPING OF DOORS AND GATES IS PROHIBITED UNLESS

OTHERWISE APPROVED BY THE CONTRACTING OFFICER. REFER TO THE CONTRACT

SPECIFICATIONS FOR ADDITIONAL DETAILS.

STANDARD DRAWING SYMBOLS GENERAL DEMOLITION NOTES

1. FIELD VERIFY EXISTING DIMENSIONS.

2. WEATHERPROOF TEMPORARY OPENINGS IN THE BUILDING ENVELOPE TO PROTECT THE

INTERIOR OF BUILDING 670 FROM WEATHER FOR THE ENTIRE DURATION OF

CONSTRUCTION. DESIGN AND PROVIDE TEMPORARY WEATHERPROOFING MEASURES

FOR MINIMUM ENVIRONMENTAL LOADS IN ACCORDANCE WITH ASCE 37-14 "DESIGN

LOADS ON STRUCTURES DURING CONSTRUCTION."

3. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF DEMOLITION

AND THE INTEGRITY AND STABILITY OF THE EXISTING STRUCTURE DURING DEMOLITION

UNTIL THE WORK IS COMPLETED. DETERMINE LOCATIONS AND PROVIDE SHORING

WHERE EXISTING CONSTRUCTION TO REMAIN WILL BE AFFECTED BY DEMOLITION.

SHORING MUST BE DESIGNED, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER

AND SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL.

4. THE CONTRACTOR IS RESPONSIBLE FOR MONITORING ALL COMPONENTS OF THE

EXISTING BUILDINGS IN THE VICINITY OF THE WORK DURING THE INSTALLATION OF

SHORING, DEMOLITION OF THE STRUCTURE AND THE REMOVAL OF SHORING. ANY

MOVEMENT OR DAMAGE OF THE BUILDING COMPONENTS NOTED RESULTING FROM THE

WORK MUST BE IMMEDIATELY REPORTED TO THE CONTRACTING OFFICER.

5. PROVIDE TEMPORARY WORK PLATFORMS AND DEMOLITION SHIELDS IN CLOSE

PROXIMITY TO THE UNDERSIDE OF THE ROOF TO PROTECT OCCUPANTS AND

EQUIPMENT, AND MAINTAIN BUILDING OPERATIONS DURING CONSTRUCTION.

6. PROTECT EXISTING EQUIPMENT TO REMAIN FROM DAMAGE, DEBRIS, DUST, ETC.

COORDINATE EQUIPMENT PROTECTION WITH THE CONTRACTING OFFICER.

7. CLEAN DEBRIS AND RUBBISH FROM ALL FLOORS, RAISED SURFACES, EQUIPMENT, AND

PIPING DUE TO ROOF DEMOLITION AND INSTALLATION. CLEANING MUST INCLUDE

EXTERIOR AREAS INCLUDING EXISTING GTG-A ASSEMBLY LOCATED EAST OF BUILDING

670 AND LOADBANK FARM LOCATED NORTH OF BUILDING 670.

8. THE EXISTING BUILDING 670 WOOD ROOF DECK SUPPORTS MANY EXISTING UTILITIES TO

REMAIN. TEMPORARILY SUPPORT EXISTING UTILITIES TO REMAIN PRIOR TO ROOF

DEMOLITION. PERMANENTLY SUPPORT UTILITIES DIRECTLY FROM EXISTING STEEL

ROOF FRAMING. DO NOT HANG ANY LOAD DIRECTLY FROM STEEL ROOF DECK WITHOUT

APPROVAL FROM THE MANUFACTURER AND THE CONTRACTING OFFICER.

RESERVE BASIN

DELAWARE RIVER

CONSTITUTION AVENUE

FLAGSHIP AVENUE

INTREPID AVENUE

KITTY HAWK AVENUE

LIFT

BRIDGE

BLDG. 20

BLDG. 1029

BLDG.

BLDG. 643

BLDG. 20A

BLDG.

BLDG. 1

BLDG.

546BLDG.

LANGELY AVENUE

LEAGUE

ISLAND

BOULEVARD

TO PENROSE AVENUE (RTE. 291) TO INTERSTATE 95

TRUCK GATE

BLDG.

. 1

. 7

. 1

BLDG. 14

BLDG. 56

BLDG.

DiNIC'S

MERCER CAFE

BLDG.

77L

BLDG.

77H

BLDG. 1081

BLDG. 1082

ROUSE BOULEVARD

BLDG.

. 5

ADMIRAL PEARY WAY

'S'

LOT

BLDG.

BLDG. 480

PHILADELPHIA NAVY YARD ANNEX SITE MAPA1

GENERAL SHEET NOTES

SHEET LEGEND

CJK CJK WCG

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AS NOTED

2G004

29926 1/11/2026

CONTRACTOR'S

HAUL ROUTE

PROPOSED CONTRACTOR'S HAUL ROUTE

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FIRE PROTECTION

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231

D D

G (X

P 2:

E X

L O

A D

B A

N K

R M

A T

ILA

A, P

1733372

N40085-24-R-2653

3/26/2024

MRI/PJB

HPN

L F

ILI

PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT THESE

DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS

OF THE STATE OF MARYLAND,

, EXPIRATION DATELICENSE No.

CGM

APPROVED BY: CARLOS HERNANDEZ ALICEA, PDC

BRANCH HEAD, PWD PENNSLYVANIA PER EMAIL

PROJECT SITE

BUILDING 29 PASS OFFICE

1. REFER TO SHEET 2G003 FOR GENERAL PROJECT NOTES.

2. REFER TO SHEET 2G008 FOR LOCATION OF THE CONTRACTOR'S

CONSTRUCTION TRAILER(S) AND LAYDOWN SPACE.

3. REFER TO SHEET 2G008 FOR DESIGNATED CONTRACTOR'S BUILDING 77H

INGRESS AND EGRESS LOCATIONS.

4. CONTRACTOR MUST CLEAN HAUL VEHICLES AND TIRES OF SEDIMENT PRIOR

TO EXITING THE PROJECT SITE. ANY SEDIMENT DEPOSITED ON PUBLIC

ROADWAYS MUST BE REMOVED IMMEDIATELY AND RETURNED TO THE

CONSTRUCTION SITE. WASHING THE ROADWAY OR SWEEPING DEPOSITS

INTO ROADWAY DRAINAGE COURSES IS PROHIBITED.

5. VEHICLE INSPECTIONS BY THE NAVY POLICE WILL BE CARRIED OUT AT A

LOCATION IN THE PHILADELPHIA NAVY YARD ANNEX AND ARE REQUIRED FOR

ALL VEHICLES ENTERING A NAVY FENCE LINE OR NAVY BUILDING.

COORDINATE VEHICLE INSPECTIONS WITH THE CONTRACTING OFFICER

PRIOR TO MOBILIZATION.

NATIONAL REGISTER BOUNDARY

CONTRIBUTING STRUCTURE WITHIN

NATIONAL REGISTER BOUNDARY

NON-CONTRIBUTING STRUCTURE WITHIN

NATIONAL REGISTER BOUNDARY

PROPERTY LINE

BLDG 77L

KITTY HAWK AVENUE

ADMIRAL PEARY WAY

H S

BLDG 77H

BLDG 87

BLDG

BLDG 79

BLDG

BLDG 75

FLAGSHIP DRIVE

BLDG

D E L A W A R E R I V E R

H S

BLDG 80 COOLING

TOWER

GTG's

BLDG

KITTY HAWK AVENUE

ADMIRAL PEARY WAYBLDG 776

487485

1 TYP.

3 4

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-A

L S

K, V

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231

D D

G (X

P 2:

E X

L O

A D

B A

N K

R M

A T

ILA

A, P

1733372

N40085-24-R-2653

3/26/2024

MRI/PJB

HPN

L F

ILI

PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT THESE

DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS

OF THE STATE OF MARYLAND,

, EXPIRATION DATELICENSE No.

CGM

APPROVED BY: CARLOS HERNANDEZ ALICEA, PDC

BRANCH HEAD, PWD PENNSLYVANIA PER EMAIL

2G005

L S

G( X)

N W

ILD

-8

7 C

AS NOTED

CJK CJK WCG

12901639

29926 1/11/2026

GRAPHIC SCALE

BUILDING 77-87 COMPLEX PROJECTS NOT IN CONTRACT

OVERALL SITE PLAN - DDG(X) LBTS COORDINATION WITH

SCALE: 1" = 100'-0"A1

GENERAL SHEET NOTES

1. REFER TO SHEET 2G003 FOR GENERAL PROJECT NOTES.

2. REFER TO SHEET 2G004 FOR DESIGNATED HAUL ROUTE THROUGH THE NAVY

YARD.

3. REFER TO SHEET 2G004 FOR LOCATION OF THE CONTRACTOR'S

CONSTRUCTION TRAILER(S) AND LAYDOWN SPACE.

4. REFER TO SHEET 2G008 FOR DESIGNATED CONTRACTOR'S BUILDING 77H

AND BUILDING 670 INGRESS AND EGRESS LOCATIONS.

5. ITEMS THAT HAVE BEEN IDENTIFIED ON THIS PLAN AS 'NOT IN CONTRACT'

ARE OTHER PROJECTS PLANNED FOR THE BUILDING 77/87 COMPLEX. THESE

ITEMS ARE SHOWN IN AN APPROXIMATE WAY AND FOR COORDINATION

PURPOSES IN THE EVENT THAT CONSTRUCTION SCHEDULES/ACTIVITIES

SHOULD OVERLAP WITH THIS PROJECT. THE ITEMS SHOWN ARE BASED ON

DESIGN INFORMATION AND DO NOT REFLECT AS-BUILT CONDITIONS.

1. BUILDING 77H PERIMETER SECURITY IMPROVEMENTS (NOT IN CONTRACT).

2. PROJECT LOCATION.

3. APPROXIMATE LOCATION OF LARGE REPAIR PROJECT (NOT IN CONTRACT).

4. APPROXIMATE LOCATION OF SITE DEVELOPMENT FOR FUTURE PROJECT

(NOT IN CONTRACT).

5. MAIN SITE ACCESS EAST SIDE OF BUILDING 670 - CONTRACTOR PERSONNEL.

SHEET LEGEND

EXISTING NSWCPD PERIMETER FENCE

PROPERTY LINE

SHEET KEYNOTES

FENCE (NOT IN CONTRACT)

DROP ARM BARRIER (NOT IN CONTRACT)

0 100' 200'

SCALE: 1" = 100'-0"

50'

TURNSTILE (NOT IN CONTRACT)

BOLLARD / BOLLARD ARRAY (NOT IN CONTRACT)

SWING GATES (NOT IN CONTRACT)

BLDG 77H

BLDG 670

GTG 'B'

SHED

BLDG 77L

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EPROJECT NO.:

Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231

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PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT THESE

DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS

OF THE STATE OF MARYLAND,

, EXPIRATION DATELICENSE No.

CGM

APPROVED BY: CARLOS HERNANDEZ ALICEA, PDC

BRANCH HEAD, PWD PENNSLYVANIA PER EMAIL

GENERAL SHEET NOTES

GRAPHIC SCALE

1. ITEMS THAT HAVE BEEN IDENTIFIED ON THIS PLAN AS 'NOT IN CONTRACT'

ARE OTHER PROJECTS PLANNED FOR THE BUILDING 77/87 COMPLEX. THESE

ITEMS ARE SHOWN IN AN APPROXIMATE WAY AND FOR COORDINATION

PURPOSES IN THE EVENT THAT CONSTRUCTION SCHEDULES/ACTIVITIES

SHOULD OVERLAP WITH THIS PROJECT. THE ITEMS SHOWN ARE BASED ON

DESIGN INFORMATION AND DO NOT REFLECT AS-BUILT CONDITIONS.

0 20' 40'

SCALE: 1" = 20'-0"

10'

2G006

- D

) L

ILD

-8

7 C

AS NOTED

CJK CJK WCG

12901640

29926 1/11/2026

BUILDING 77-87 COMPLEX PROJECTS NOT IN CONTRACT

SITE PLAN - DDG(X) LBTS COORDINATION WITH

SCALE: 1" = 20'-0"A1

SHEET KEYNOTES

1. LOAD BANK PLATFORM. REFER TO STRUCTURAL DRAWINGS FOR

INFORMATION.

2. FUTURE PROJECT (NOT IN CONTRACT).

3. FENCE ENCLOSURE AND GATE FOR ACCESS CONTROL TO STAIRS.

4. BUILDING 77H PERIMETER SECURITY IMPROVEMENTS (NOT IN CONTRACT).

5. STAIRS FOR PLATFORM ACCESS. SEE SECTION A3/A-502.

6. FENCE AND GATE. SEE CIVIL DRAWINGS.

292827262524232221201918

21.4 22.5 23.5 24.6 25.5 26.4 27.5 28.6

A.2 X

*NOTE: OCCUPANT DISCHARGE LOAD INCLUDES

OCCUPANTS DISCHARGING FROM THE MAIN BUILDING

THROUGH BUILDING 670.

EXIT TRAVEL PATH (ARROWS

INDICATE DIRECTION OF TRAVEL)

COMMON PATH OF TRAVEL (ARROWS

INDICATE DIRECTION OF TRAVEL)

EGRESS START POINTX

LOAD

CAP

EGRESS CAPACITY

BUILDING EXIT LOCATION

STORAGE/UTILITY (300 GROSS SQFT/PERSON)(NO HATCH)

29282726252423222120

21.4 22.5 23.5 24.6 25.5 26.4 27.5 28.6

2 3 4

X196' TRAVEL DISTANCE

266' TRAVEL DISTANCE

Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROT. ENG.

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

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1733372

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T B6

AS NOTED

DRAWFORM REVISION: 25 AUGUST 2020

EJA

MRI/PJB

HPN

PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY

THAT THESE DOCUMENTS WERE PREPARED OR

APPROVED BY ME, AND THAT I AM A DULY

LICENSED ARCHITECT UNDER THE LAWS OF THE

STATE OF MARYLAND, LICENSE NO. 17784

EXPIRATION DATE 07/23/2024.

APPROVED BY: CARLOS HERNANDEZ ALICEA, PDC

BRANCH HEAD, PWD PENNSLYVANIA PER EMAIL

3/26/2024

C te m p Lo c a ls B

G A B s ja ck m a n

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12901641

CGM

SCALE: 1/16" = 1'-0"B2 FIRST FLOOR LIFE SAFETY PLAN

1. EGRESS PATH THROUGH EXISTING BUILDING, 419' TO MAIN BUILDING EXIT.

2. EXISTING EGRESS ONTO HIGH ROOF.

3. EXISTING LADDER FROM 670 ROOF TO 77H ROOF.

4. METAL LADDER FROM PLATFORM DOWN TO 670 ROOF AS SECOND MEANS OF

EGRESS FROM PLATFORM PER NFPA 101 40.2.2.9.

OCCUPANCY/USE FACTOR LEGEND

CODE SUMMARY

SHEET LEGEND SHEET KEYNOTES GENERAL SHEET NOTES

CODE DATA: BLDG. 670

1) TYPE OF CONSTRUCTION:

IBC 2021: TYPE IIIB NFPA 220 2021: TYPE III(200)

2) OCCUPANCY CLASSIFICATION(S):

IBC: FACTORY (F-1) USE / BUSINESS (B) USE - NON-SEPARATED, MIXED USE (IBC SECTION 508.3)

NFPA 101: BUSINESS OCCUPANCY / INDUSTRIAL OCCUPANCY - MIXED OCCUPANCY (NFPA 101

SECTION 6.1.14.3)

NFPA 101: SPECIAL-PURPOSE INDUSTRIAL (NFPA 101, SECTION 40.1.2.1.2)

3) CLASSIFICATIONS OF HAZARDS:

NFPA 101 6.2.2.3: ORDINARY HAZARD

4) CATEGORIES OF WORK:

NFPA 101 43.2.2.1.4: MODIFICATION

IEBC 603: ALTERATION - LEVEL 3

BLDG. 670: 8,000 SF

5) BUILDING HEIGHT/AREA INFORMATION:

* BUILDING HEIGHT AND AREA ANALYSIS IS NOT REQUIRED FOR PROJECT AND IS INCLUDED HEREIN

FOR REFERENCE ONLY

BLDG. 77 COMPLEX:

BLDG. 77H IS PART OF MULTI-BUILDING COMPLEX; ANALYZED AS A SINGLE STRUCTURE IN

ACCORDANCE WITH IBC SECTION 503.1.2.

COMPLEX INCLUDES BLDGS. 77H, 77L, 87, 756, 771, 670 and 776

ALLOWABLE BLDG. AREA: (IBC SECTION 506.3)

ALLOWABLE AREA FACTOR - N/A (MEETS IBC SECTION 507.5, UNLIMITED AREA)

FRONTAGE INCREASE: NOT USED (IBC SECTION 506.3)

ALLOWABLE AREA: UNLIMITED (MEETS IBC SECTION 507.5)

BUILDING DIMENSIONS:

BLDG. 670 EX. AREA: 8,000 SF

OVERALL BLDG. 77 COMPLEX: 442,100 SF (MEETS ALLOWABLE AREA)

ALLOWABLE BLDG. HEIGHT: (IBC SECTION 504.3)

ALLOWABLE BLDG. HEIGHT: NOT LIMITED (IBC SECTION 503.1.1)

ACTUAL BLDG. HEIGHT: 80 FT (MEETS ALLOWABLE HEIGHT)

ALLOWABLE BLDG. STORIES: (IBC SECTION 504.4)

ALLOWABLE BLDG. STORIES: 3 (W/ SPRINKLER INCREASE)

UNLIMITED BLDG. AREA RESTRICTION: 2 STORIES (IBC SECTION 507.5)

ACTUAL BLDG. STORIES: 2 (MEETS ALLOWABLE STORIES)

6) OCCUPANT LOAD:

*OCCUPANCY ANALYZED FOR AFFECTED PORTIONS OF BLDG. 670 AND NEW PLATFORMS ONLY

OCCUPANT LOAD FACTORS: (NFPA 101 TABLE 7.3.1.2)

OCCUPANT LOAD: 27 PEOPLE

* OCCUPANT LOAD FACTOR NOT ASSIGNED PER NFPA 101 - USE NEEDS APPROVAL BY AHJ.

PLATFORM OCCUPANT LOAD: 3 PEOPLE

* OCCUPANT LOAD FACTOR NOT ASSIGNED PER NFPA 101 - USE NEEDS APPROVAL BY AHJ

7) EGRESS SUMMARY:

*MEANS OF EGRESS ANALYZED FOR AFFECTED PORTIONS OF BUILDIUNG 670 AND NEW

PLATFORM ONLY.

EGRESS DOOR WIDTH:

MINIMUM: NFPA 101 T7.3.3.1 = (0.2"/OCC) OR 32" AND NFPA 101 40.2.3.1 = 32"

PROVIDED: 32"

NUMBER OF EXITS:

MINIMUM: NFPA 101 40.2.4.1 = 2 EXITS

PROVIDED: 2 (ONE TO EXTERIOR, ONE TO 77H)

TRAVEL DISTANCE:

PERMITTED: NFPA 101 40.2.6.1 (SPECIAL PURPOSE INDUSTRIAL) = 400 FT, PROVIDED: 80 FT

DEAD END:

PERMITTED: NFPA 101 40.2.5.1 = 50 FT, PROVIDED: N/A

COMMON PATH

PERMITTED: NFPA 101 40.2.5.1 = 100 FT, PROVIDED: N/A

8) FIRE PROTECTION SYSTEM REQUIREMENTS:

REQUIRED CODE REFERENCE

AUTOMATIC SPRINKLERS: YES NFPA 13 & UFC 3-600-01 SECTION 9-7.2.1.1

FIRE EXTINGUISHERS: YES NFPA 101 SECTION 38.3.5

STANDPIPE SYSTEM: NO UFC 3-600-01 SECTION 9-10.2

FIRE ALARM SYSTEM: YES UFC 3-600-01 SECTION 9-18.1

SMOKE CONTROL SYSTEM: NO UFC 3-600-01 SECTION 9-20

0 32'16'8'

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

PLAN

NORTH

1. SCOPE OF WORK FOR THIS PROJECT INCLUDES INSTALLATION OF METAL EQUIPMENT

PLATFORM ABOVE BUILDING WITH 4 STEEL COLUMNS COMING THROUGH BUILDING 670 AND

REPLACING EXISTING ROOF INCLUDING WOOD SHEATHING, INSULATION AND ROOF

MEMBRANE.

2. THIS PLAN IS PROVIDED TO SHOW LIFE SAFETY AND EGRESS COMPLIANCE FOR THE

OCCUPIED PORTION OF THE BUILDING.

APPLICABLE CODES AND STANDARDS

• INTERNATIONAL BUILDING CODE - 2021

• INTERNATIONAL EXISTING BUILDING CODE - 2021

• NFPA 101, LIFE SAFETY CODE - 2021

• NFPA 1, FIRE CODE - 2021

• UFC 1-200-01 DOD BUILDING CODE (GENERAL BUILDING

REQUIREMENTS), 01 SEPTEMBER 2022 CHANGE 2, 12 JUNE

• UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR

FACILITIES, WITH CHANGE 6, 6 MAY 2021

• UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS

FOR BUILDINGS, 12 DEC. 2018 WITH CHANGE 1, 19 AUGUST

• UFC 4-010-06 CYBERSECURITY OF FACILITY-RELATED

CONTROL SYSTEMS, 12 JANUARY 2018

• NFPA 10, STANDARD FOR PORTABLE EXTINGUISHERS -

• NFPA 13, STANDARD FOR THE INSTALLATION OF

SPRINKLER SYSTEMS - 2022

• IMC INTERNATIONAL MECHANICAL CODE - 2021

• ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS - 2015

SCALE: 1/16" = 1'-0"C2 ROOF PLAN LIFE SAFETY PLAN

BLDG 77L

KITTY HAWK AVENUE

ADMIRAL PEARY WAY

H S

BLDG 77H

BLDG 87

BLDG

BLDG 79

BLDG

BLDG 75

FLAGSHIP DRIVE

BLDG

D E L A W A R E R I V E R

H S

BLDG 80 COOLING

TOWER

GTG's

BLDG

KITTY HAWK AVENUE

ADMIRAL PEARY WAYBLDG 776

487485

5 TYP.

FUEL FARM

10,000 SF 1

TYP.

8 10

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DRAWFORM REVISION: 25 AUGUST 2020

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SATISFACTORY TO

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ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231

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HPN

L F

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PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT THESE

DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS

OF THE STATE OF MARYLAND,

, EXPIRATION DATELICENSE No.

CGM

APPROVED BY: CARLOS HERNANDEZ ALICEA, PDC

BRANCH HEAD, PWD PENNSLYVANIA PER EMAIL

OVERALL SITE AND BUILDINGS 77H AND 670 ACCESS PLAN

SCALE: 1" = 100'-0"A1

2G008

L S

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0 A

AS NOTED

CMS CMS JBS

12901642

29926 1/11/2026

GENERAL SHEET NOTES

GRAPHIC SCALE

0 100' 200'

SCALE: 1" = 100'-0"

50'

1. REFER TO SHEET 2G003 FOR GENERAL PROJECT NOTES.

2. THE NSWCPD PERIMETER FENCE IS A SECURITY FEATURE AND MUST BE

MAINTAINED AT ALL TIMES THROUGHOUT THE PROJECT TO ENSURE THAT

NEITHER PERSONNEL NOR VEHICLES CAN GAIN UNAUTHORIZED ACCESS

TO NSWCPD'S FACILITIES.

3. FENCE GATES IN THE NSWCPD PERIMETER FENCE MAY ONLY BE OPENED

BY GOVERNMENT PERSONNEL OR ACCESS CONTROL PERSONNEL (ACP).

THE ACP OR GOVERNMENT PERSONNEL MUST GUARD THE GATE DURING

THE ENTIRE TIME THE GATE IS UN-SECURED. THE GATE MUST BE

SECURED IMMEDIATELY FOLLOWING ITS USE, UNLESS OTHERWISE

PERMITTED BY THE COMMAND SECURITY DIRECTOR.

4. THE LOCATION OF THE CONTRACTOR'S CONSTRUCTION TRAILER(S) AND

LAYDOWN SPACE MUST BE COORDINATED WITH THE CONTRACTING

OFFICER.

5. REFER TO SHEET 2G004 FOR DESIGNATED HAUL ROUTE THROUGH THE

NAVY YARD.

6. CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND SECURING ALL

MATERIAL IN LAYDOWN AREAS AND GOVERNMENT ASSUMES NO

RESPONSIBILITY FOR DAMAGED OR STOLEN MATERIAL BEING STORED.

7. ANY SEDIMENT DEPOSITED ON PUBLIC ROADWAYS MUST BE REMOVED

IMMEDIATELY AND RETURNED TO THE CONSTRUCTION SITE. WASHING

THE ROADWAY OR SWEEPING DEPOSITS INTO ROADWAY DRAINAGE

COURSES IS PROHIBITED.

8. EXCESS EXCAVATED SOIL, ROCK, EARTH MATERIALS, OR CONCRETE

RUBBLE MUST BE TEMPORARILY STOCKPILED ON-SITE. STOCKPILES MUST

BE NO GREATER THAN 20 FEET IN HEIGHT AND HAVE A SLOPE NO

GREATER THAN 2:1. PROVIDE COMPOST FILTER SOCKS TO COMPLETELY

SURROUND THE TEMPORARY STOCKPILE.

9. INSTALL ALL BMP'S IN ACCORDANCE WITH THE COMMONWEALTH OF

PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION EROSION

AND SEDIMENT CONTROL MANUAL, LATEST EDITION.

10. VEHICLE INSPECTIONS BY THE NAVY POLICE WILL BE CARRIED OUT AT A

LOCATION IN THE PHILADELPHIA NAVY YARD ANNEX AND ARE REQUIRED

FOR ALL VEHICLES ENTERING A NAVY FENCE LINE OR NAVY BUILDING.

COORDINATE VEHICLE INSPECTIONS WITH THE CONTRACTING OFFICER

PRIOR TO MOBILIZATION.

SHEET KEYNOTES

1. DESIGNATED AREA WITHIN S-LOT FOR CONTRACTOR'S CONSTRUCTION

TRAILER(S), AND MATERIAL STORAGE AND STAGING. COORDINATE EXACT

LOCATION AND AVAILABLE SQUARE FOOTAGE (SF) OF AREA WITH

CONTRACTING OFFICER.

2. APPROXIMATE BOUNDARY OF S-LOT (GOVERNMENT PROPERTY).

3. NSWCPD PERIMETER FENCE.

4. EXISTING EXIT ONLY TURNSTILE IN NSWCPD PERIMETER FENCE.

5. EXISTING VEHICLE GATE OPENING IN NSWCPD PERIMETER FENCE.

6. BUILDING 77H ACCESS - CONTRACTOR PERSONNEL.

7. BUILDING 670 AND 77H ACCESS - CONTRACTOR VEHICLE INGRESS AND

EGRESS (OVERHEAD DOOR, APPROXIMATELY 16 FEET WIDE BY 21 FEET

TALL).

8. VEHICLE ACCESS ROUTE TO BUILDING 670 THROUGH BUILDING 77H.

9. BUILDING 670 AND 77H EGRESS ONLY.

10. EMERGENCY EGRESS PATH THROUGH BUILDING 670. PROVIDE OVERHEAD

PROTECTION DURING ROOFING WORK FOR EMERGENCY EGRESS PATH.

11. BUILDING 670 ACCESS - CONTRACTOR VEHICLE INGRESS AND EGRESS.

SHEET LEGEND

NSWCPD PERIMETER FENCE

PROPERTY LINE

VEHICLE GATE OPENING IN PERIMETER FENCE

TURNSTILE IN PERIMETER FENCE

PERSONNEL ACCESS - EGRESS ONLY

PERSONNEL ACCESS - INGRESS AND EGRESS

X VEHICLE ACCESS - INGRESS AND EGRESS

APPROXIMATE LAYDOWN AREA BOUNDARY

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BRANCH MANAGER

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FIRE PROTECTION

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231

D D

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HPN

L F

ILI

CGM

APPROVED BY: CARLOS HERNANDEZ ALICEA, PDC

BRANCH HEAD, PWD PENNSLYVANIA PER EMAIL

2C001

NONE

CJK CJK WCG

12901643

GENERAL CIVIL NOTES

PENNSYLVANIA ONE CALL SYSTEM

LOCATE ALL UNDERGROUND STRUCTURES AND UTILITIES, SUCH AS WATER MAINS, SEWERS,

TELEPHONE, GAS AND ELECTRIC CONDUITS, ETC. AND ABOVE GROUND UTILITIES, WHICH

MAY BE ENCOUNTERED DURING CONSTRUCTION OPERATIONS. TEST HOLES SHALL BE DUG

TO DETERMINE THE POSITION OF THE UNDERGROUND STRUCTURES AND UTILITIES, OR

ARRANGE WITH THE OWNERS OF SUCH UNDERGROUND STRUCTURES AND UTILITIES TO

ASSIGN A REPRESENTATIVE TO MARK THE LOCATIONS. PAY THE COST OF DIGGING TEST

HOLES AND LIKEWISE PAY THE COST OF THE SERVICE OF THE REPRESENTATIVES OF THE

OWNER OF SUCH UTILITIES FOR LOCATING THE SAID UTILITIES. THE COST OF DETERMINING

THE LOCATIONS IS TO BE INCLUDED IN THE PRICES BID. THE LOCATIONS AND DEPTH OF

EXISTING STRUCTURES AND UTILITIES AS SHOWN IN THE CONTRACT DOCUMENTS IS SIMPLY

FOR GUIDANCE AND HAVE NOT BEEN FIELD LOCATED. SINCE THE INFORMATION IS AS

FURNISHED BY THE RESPECTIVE UTILITIES, OR TAKEN FROM NON-AS-BUILT PLANS. THE

ENGINEER IS NOT RESPONSIBLE FOR THE ACCURACY OF THE PLANS IN THIS RESPECT. ALL

DESIGNERS AND CONTRACTORS UTILIZING THIS PLAN AND THE INFORMATION CONTAINED

THEREON ARE CAUTIONED TO COMPLY WITH THE REQUIREMENTS OF PENNSYLVANIA ACT

287 ENTITLED "UNDERGROUND UTILITY LINE PROTECTION."

PA ACT 287

1. A PORTION OF EXISTING TOPOGRAPHY, UTILITIES, AND PHYSICAL FEATURES SHOWN ARE BASED ON FIELD SURVEYS PERFORMED DECEMBER 2016

AND DECEMBER 2019 BY WHITMAN, REQUARDT AND ASSOCIATES, LLP., BALTIMORE, MARYLAND. VERTICAL CONTROL IS BASED ON THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88). HORIZONTAL CONTROL IS BASED ON THE PENNSYLVANIA SOUTH COORDINATE SYSTEM, NORTH AMERICAN DATUM 1983 (NAD83) AND WAS ESTABLISHED FROM SURVEY CONTROL STATION NOS. JU2216 AND JU0704. THE REMAINDER OF EXISTING TOPOGRAPHY AND PHYSICAL FEATURES SHOWN SUPPLEMENTING THE FIELD SURVEYS WAS OBTAINED BY AERIAL PHOTOGRAMMETRY FLOWN IN FEBRUARY 2020. SUPPLEMENTAL UTILITY INFORMATION SHOWN WAS TAKEN FROM AVAILABLE RECORD DRAWINGS PROVIDED BY THE GOVERNMENT

AND UTILITY PROVIDERS.

2. FIELD VERIFY ACTUAL SITE CONDITIONS PRIOR TO THE START OF ANY WORK. THERE IS NO WARRANTY OR GUARANTEE ON THE COMPLETENESS OR CORRECTNESS OF THE EXISTING CONDITIONS INFORMATION. ANY DISCREPANCY FOUND MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

CONTRACTING OFFICER PRIOR TO THE START OF ANY WORK.

3. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN IN THESE DRAWINGS ARE APPROXIMATE. THE LOCATION AND EXTENT OF EXISTING UTILITY FACILITIES ARE SHOWN BASED UPON INFORMATION AVAILABLE AT THE TIME OF DESIGN. NEITHER THE GOVERNMENT NOR THE DESIGNER WARRANTS OR GUARANTEES THE ACCURACY OR COMPLETENESS OF INFORMATION PROVIDED BY THESE DRAWINGS.

4. CONTACT THE PUBLIC WORKS DIVISION 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.

5. EXISTING UNDERGROUND UTILITIES IN THE WORK AREA MUST BE POSITIVELY IDENTIFIED USING GROUND PENETRATING RADAR (GPR), ELECTROMAGNETIC, SONIC, OR OTHER TYPES OF EQUIPMENT 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.

6. 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 MUST 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.

7. TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES. AT CONTRACTOR'S EXPENSE, IMMEDIATELY REPAIR ANY DAMAGE TO UTILITIES.

THE CONTRACTOR WILL BE REQUIRED TO, AND AGREES TO, COMPLY WITH THE PROVISIONS OF THE GOVERNMENT, CITY, STATE, AND UTILITY PROVIDER 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.

8. VERIFY THE SIZE AND ELEVATION OF UNDERGROUND UTILITIES TO BE CROSSED PRIOR TO TRENCHING.

9. MAINTAIN ACCESS TO VALVES AND HYDRANTS FOR GOVERNMENT, PWD, AND EMERGENCY SERVICES PERSONNEL.

10. REPLACE VALVE BOXES, RISER OR LIDS LOST OR DAMAGED DURING CONSTRUCTION, WITH NO ADDITIONAL PAYMENT.

11. PERFORM WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, INCLUDING PENNSYLVANIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (AS REFERENCED), LATEST EDITION; PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION; CITY OF PHILADELPHIA DEPARTMENT OF STREETS STANDARD CONSTRUCTION ITEMS DATED 1997; CITY OF PHILADELPHIA WATER DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS FOR SEWERS DATED 1985; CITY OF PHILADELPHIA WATER DEPARTMENT WATER MAIN STANDARD DETAILS AND

CORROSION CONTROL SPECIFICATIONS DATED 1985 AS APPLICABLE.

12. VERIFY ALL EXISTING UTILITY INVERTS AND CLEARANCES FROM NEW WORK PRIOR TO START OF ANY WORK.

13. THESE DRAWINGS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ALL CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE US ARMY CORPS OF ENGINEERS EM 385, 2014 VERSION, AND THE MOST CURRENT VERSION OF OSHA STANDARDS AND/OR

REGULATIONS.

14. 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 THE CONTRACTING OFFICER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR OR

SUB-CONTRACTOR.

15. IN THE CASE OF A DISCREPANCY BETWEEN THE SCALED AND THE FIGURED DIMENSIONS SHOWN ON THESE PLANS, THE FIGURED DIMENSION WILL

GOVERN.

16. SAWCUT ALL JOINTS WHERE THE NEW CONSTRUCTION MEETS THE EXISTING PAVEMENT.

17. PIPE ELEVATIONS REFER TO INVERTS UNLESS NOTED OTHERWISE.

18. ALL STORM DRAIN APPURTENANCES MUST REMAIN FUNCTIONAL DURING CONSTRUCTION.

19. FINISHED GRADING/PAVEMENT MUST PROVIDE POSITIVE DRAINAGE TOWARDS STORM DRAINAGE FEATURES. GRADING MUST NOT RESULT IN LOW

SPOTS THAT HOLD WATER.

20. ALL POWER AND UTILITY OUTAGES MUST BE COORDINATED WITH THE CONTRACTING OFFICER AT LEAST FOUR (4) WEEKS IN ADVANCE. POWER AND UTILITY OUTAGES MAY NEED TO BE PLANNED TO OCCUR DURING SECOND AND/OR THIRD SHIFTS OR WEEKENDS TO MINIMIZE DISRUPTION TO

PRODUCTION.

21. ALL CONTRACTOR VEHICLES REQUIRING ACCESS TO THE NSWCPD COMPOUND ARE SUBJECT TO INSPECTIONS.

22. THE CONTRACTOR MUST REQUEST AND RECEIVE APPROVAL FROM NSWCPD FOR ALL DEMOLITION/CONSTRUCTION ACTIVITIES THAT IMPACT NSWCPD VEHICLE PATHS, PEDESTRIAN PATHWAYS AND ACCESS OR LAYDOWN AREA INSIDE THE NSWCPD FENCE LINE AND OUTSIDE DESIGNATED WORK ZONES. STEEL PLATE BRIDGING AND SHORING CAPABLE OF WITHSTANDING HS-20 TRAFFIC LOADING IS REQUIRED ON ALL OPEN EXCAVATIONS THAT IMPACT NSWCPD VEHICLE PATHS. ADEQUATE FALL PROTECTION SYSTEMS MUST BE PROVIDED AT ALL OPEN EXCAVATIONS THAT IMPACT PEDESTRIAN

PATHWAYS AND ACCESS.

23. ALL NSWCPD ITEMS WITHIN DESIGNATED WORK ZONES THAT ARE NOT TO BE DISPOSED OF BY THE CONTRACTOR AND NEED TO BE REMOVED FROM THE SITE MUST BE COORDINATED WITH THE CONTRACTING OFFICER A MINIMUM OF TEN (10) WORKING DAYS IN ADVANCE.

24. THE LOCATION OF THE CONTRACTOR'S CONSTRUCTION TRAILER(S) MUST BE COORDINATED WITH THE CONTRACTING OFFICER.

10.51MEAN HIGHER HIGH WATER (MHHW)

MEAN HIGH WATER (MHW)

MEAN SEA LEVEL (MSL)

NORTH AMERICAN

VERTICAL DATUM 1988 (NAVD'88)

MEAN LOW WATER (MLW)

MEAN LOWER LOW WATER (MLLW)

STATION DATUM

STATION

DATUMDESCRIPTION

10.11

7.31

6.92

4.01 3.82

0.00

NAVD'88

DATUM

3.59 3.19

0.39

0.00

-2.91 -3.10

-6.92

TIDAL DATUM ELEVATIONS

PNSY

DATUM

6.80

3.89

3.79

0.60 0.40

0.00

PHILADELPHIA NAVY

SHIPYARD DATUM (PNSY)

-1.75EXTREME LOW WATER (ELW)

NOTES:

1 ELEVATIONS SHOWN FOR STATION DATUM ARE DERIVED FROM NOAA TIDAL STATION

ID 8545240, PHILADELPHIA PA.

2 ELEVATIONS SHOWN FOR PHILADELPHIA NAVY YARD (PNSY) DATUM WERE RECEIVED

BY THE GOVERNMENT AND REPRESENTS THE VERTICAL DATUM HISTORICALLY USED

FOR CONSISTENCY IN REPORTING SCHEDULED UNDERWATER INSPECTIONS

PERFORMED AT THE NAVY YARD.

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FIRE PROTECTION

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231

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HPN

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CGM

APPROVED BY: CARLOS HERNANDEZ ALICEA, PDC

BRANCH HEAD, PWD PENNSLYVANIA PER EMAIL

2C002

D A

N D

O N

NONE

CJK CJK WCG

12901644

ABBREVIATIONS

EXISTING WATER LINE

EXISTING SANITARY SEWER

8.50

8"SS

EXISTING ELECTRIC DUCTBANK

8"W

EXISTING STORM DRAIN MANHOLE

EXISTING SANITARY SEWER MANHOLE

EXISTING ELECTRIC MANHOLE

EXISTING TELEPHONE MANHOLE

EXISTING STORM DRAIN INLET

EXISTING WATER VALVE

EXISTING FIRE HYDRANT

EXISTING STREET LIGHT

CIVIL SYMBOLS LEGEND

EXISTING GAS LINE

Wx Wx

SSx SSx

MH EXISTING UNKNOWN/UNIDENTIFIED MANHOLE

6" Gx Gx

EXISTING ELECTRIC JUNCTION BOX

EXISTING GAS METERGM

EXISTING SIGN

EXISTING SURVEY TRAVERSE STATION

EXISTING ABANDONED RIVER WATER LINEABAND 8" RW

EXISTING GAS VALVE

EXISTING GAS TEST STATION

@ AT

A COMPRESSED AIR

ABAND ABANDONED

ADDL ADDITIONAL

ADJ ADJACENT

ABV ABOVE

APPROX APPROXIMATE

ATFP ANTI-TERRORISM/FORCE PROTECTION

AVB ACTIVE VEHICLE BARRIER

AVE AVENUE

AWG AMERICAN WIRE GAUGE

BLDG BUILDING

BC BOTTOM OF CURB

BM BENCHMARK

BMP'S BEST MANAGEMENT PRACTICES

CB CATCH BASIN

CBRE COLDWELL BANKER RICHARD ELLIS

CI CAST IRON

CIP CAST IRON PIPE

CL CENTERLINE

CLR CLEAR

CO CLEAN OUT

COL COLUMN

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CNDT CONDUIT

COMM TELECOMMUNICATIONS

COMP COMPACTED

CONC CONCRETE

COND CONDENSATE

CONT CONTINUED

D DRAIN PIPE

DEG DEGREE

DIA DIAMETER

DIP DUCTILE IRON PIPE

DNL DID NOT LOCATE

DOD DEPARTMENT OF DEFENSE

DOS DEPARTMENT OF STATE

DWG DRAWING

E EAST

EA EACH

EJB ELECTRIC JUNCTION BOX

ELEC ELECTRIC

EL ELEVATION

ELL ELBOW

EOI END OF INVESTIGATION

EX EXISTING

E&S EROSION AND SEDIMENT

CONTROL

EW EACH WAY

FDC FIRE DEPARTMENT CONNECTION

FF EL FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FLG FLANGE

FNDN FOUNDATION

FO FUEL OIL

FOB FACE OF BUILDING

FOST FUEL OIL STORAGE TANK

FS FILTER SOCK

FT FEET/FOOT

G NATURAL GAS

GALV GALVANIZED

GM GAS METER

GPR GROUND PENETRATING RADAR

GTG GAS TURBINE GENERATOR

HB HORIZONTAL BEND

HDPE HIGH DENSITY POLYETHYLENE

HH HANDHOLE

HORIZ HORIZONTAL

HMA HOT MIX ASPHALT

I INLET

IP INLET PROTECTION

IN INLET

INV INVERT

LBES LAND BASED ENGINEERING TEST SITE

LOD LIMIT OF DISTURBANCE

LOW LIMIT OF WORK

LF LINEAR FOOT

MAC MACADAM

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MJ MECHANICAL JOINT

MP MANAGEMENT PRACTICE

MVIT MOBILE VEHICLE INSPECTION TEAM

N NORTH

N/A NOT APPLICABLE

NFL NOT FIELD LOCATABLE

NMCI NAVY MARINE CORPS INTRANET

NSWCPD NAVAL SURFACE WARFARE CENTER -

PHILADELPHIA DIVISION

OC ON CENTER

OD OUTSIDE DIAMETER

OVHD OVERHEAD

PA PENNSYLVANIA

PE PLAIN END

PENNDOT PENNSYLVANIA DEPARTMENT OF

TRANSPORTATION

PGW PHILADELPHIA GAS WORKS

PIDC PHILADELPHIA INDUSTRIAL

DEVELOPMENT CORPORATION

PIV POST INDICATOR VALVE

PNSY PHILADELPHIA NAVAL SHIPYARD

POV PRIVATELY OWNED VEHICLE

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PWD PHILADELPHIA WATER DEPARTMENT

R RADIUS

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REQD REQUIRED

RW DELAWARE RIVER WATER

RWCS RIVER WATER COOLING SYSTEM

S SOUTH

SAN SANITARY SEWER

SCH SCHEDULE

SD STORM DRAIN MANHOLE

SF SQUARE FEET

SHT SHEET

SP STEEL PLATE

SQ SQUARE

SQ YD SQUARE YARD

SS STAINLESS STEEL

SSM SITE SECURITY MANAGER

ST STREET

STA STATION

STD STANDARD

STL STEEL

STM STEAM

SW ELECTRIC SWITCHGEAR

SWM STORMWATER MANAGEMENT

T&B TOP & BOTTOM

TC TOP OF CURB

TCP TERRA COTTA PIPE

TELE TELEPHONE

TELECOM TELECOMMUNICATIONS

THK THICK

T/D TOP OF DUCTBANK

T/G TOP OF GRATE

T/F TOP OF FRAME AND COVER

T/N TOP OF NUT ON VALVE

T/P TOP OF PIPE

T/PL TOP OF PLATFORM

T/S TOP OF CONCRETE SLAB/PAD

T/WALL TOP OF WALL

TRAV TRAVERSE

TYP TYPICAL

UGND UNDERGROUND

UNKN UNKNOWN

UON UNLESS OTHERWISE NOTED

UTP UNSHIELDED TWISTED PAIR

VB VERTICAL BEND

VERT VERTICAL

VOL VOLUME

W WATER / WEST / WITH

WM WATER METER

WP WORKING POINT

WQv WATER QUALITY VOLUME

WV WATER VALVE

XFMR TRANSFORMER

9 EXISTING CONTOUR (1 FOOT INTERVALS)

EXISTING ABANDONED PIPEABAND 8" PIPE

EXISTING GUARD POST

EXISTING STORM DRAIN12"SD

SDx SDx

EXISTING POST INDICATOR VALVE

EUX EUX

EXISTING COMMUNICATIONS DUCTBANKC X C X

EXISTING UTILITY POLE

EXISTING GUY WIRE

WV EXISTING WATER VALVE VAULT

EXISTING UNKNOWN UTILITYUK UK

EXISTING PWD-OWNED WATER LINE

EXISTING PWD-OWNED SANITARY SEWER8"SS (PWD)

8"W (PWD)

Wx Wx

SSx SSx

100 YEAR FLOOD PLAINFP FP

EXISTING CHAIN LINK FENCE LINEX X X X

EXISTING SIDEWALK/CONCRETE PAD

EXISTING BUILDING

EXISTING CONCRETE JERSEY BARRIERS

EXISTING STEEL PLATESP

EXISTING PEDESTRIAN TURNSTILE

EXISTING SPOT ELEVATION

EXISTING STEAM AND CONDENSATE LINES12"STM/4"COND

EXISTING ABANDONED WATER LINEABAND 8" W

EXISTING ABANDONED FUEL OIL PIPEABAND 2 1/2" FOIL

EXISTING PLUGGED/CAPPED PIPE

EXISTING FIRE PROTECTION WATER LINE (NAVY FIRE LOOP)8"W (FIRE)

Wx Wx

EXISTING ABANDONED STEAM AND CONDENSATE LINESABAND 12"STM/4"COND

EJB

NEW CHAIN LINK FENCEXXX

EXISTING FUEL OIL6" FOIL

FO EXISTING FUEL OIL MANHOLE

EXISTING FLAGPOLE

HORIZONTAL AND VERTICAL CONTROL LOCATIONS

Y H

BLDG

77L

LEAGUE ISLAND BOULEVARD

BLDG 77H

BLDG 670

BLDG 87

BLDG

756 AD

PLAN

NOT TO SCALE

VERTICAL BM 'A'

' ' CUT ON CONC.

LIGHT POLE BASE

EL:11.21'

VERTICAL BM 'C'

' ' CUT ON CONC.

LIGHT POLE BASE

EL:11.12'

VERTICAL BM 'B'

' ' CUT ON CONC.

LIGHT POLE BASE

EL:11.45'

ENLARGED PLANS

NOT TO SCALE

NOTE:

VERTICAL CONTROL IS BASED ON THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88). HORIZONTAL CONTROL IS BASED ON THE PENNSYLVANIA SOUTH COORDINATE SYSTEM, NORTH AMERICAN DATUM 1983 (NAD83) AND WAS ESTABLISHED FROM SURVEY CONTROL STATION NOS. JU2216 AND JU0704.

POINT NORTHING EASTING ELEV.

JU2216 204022.6839 2656022.7611 16.9882

JU0704 215958.2940 2719845.8443 50.6003

24.82'

24.

73'

STORM

DRAIN

INLET

CURB &

GUTTER

3.9 1'

LEAGUE ISLAND BLVD

STORM

DRAIN

INLET

WRA311

37.60'

20.10'

STREET

LIGHT

19.32'

W K

LIGHT

POLE

BM 'A'

FIRE

HYDRANT

VERTICAL BM 'A'

12.60'

42.13'

.75

LEAGUE ISLAND BLVD

CURB & GUTTER

ELEC

BOX

LIGHT POLE

BM 'B'

VERTICAL BM 'B' VERTICAL BM 'C'

5.0 0' 28.70'

.25

' LIGHT POLE

BM 'C'

CURB & GUTTER

CHAIN LINK FENCE

PARKING LOT

CONC. WALK

WRA311

MAGNETIC NAIL

N:212846.4562 E:2693484.6398

EL:7.60'

PARKING LOT

STREET

LIGHT

WRA702

MAGNETIC NAIL

N:212378.4780 E:2692975.1140

EL:7.34'

WRA701

REBAR AND CAP

N:212427.2980 E:2693251.0430

EL:7.74'

WRA702

X X X X

ADMIRAL PEARY WAY

CURB & GUTTER

5.70' 8.42'

CONC.

WALK

ELEC

MH STREET

LIGHT

SEAWALL

ORNAMENTAL RAILING

DELAWARE RIVER

.42

WRA701

X X X X

ADMIRAL PEARY WAY

CURB & GUTTER

19.60'

59.25'CONC.

WALK

ELEC MH STREET

LIGHT

SEAWALL

ORNAMENTAL

RAILING

DELAWARE RIVER

.25

X X FENCE

TURNSTILE

BUILDING 77H PERIMETER SECURITY IMPROVEMENTS (NOT IN CONTRACT):

VERTICAL BM 'D'

TOP OF NW BOLT

ON COLUMN B8

EL:9.57'

NEW EXTERIOR LOAD BANK PLATFORM

NEW CHAIN LINK SWING GATE

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231

D D

G (X

P 2:

E X

L O

A D

B A

N K

R M

A T

ILA

A, P

1733372

N40085-24-R-2653

3/26/2024

MRI/PJB

HPN

L F

ILI

CGM

APPROVED BY: CARLOS HERNANDEZ ALICEA, PDC

BRANCH HEAD, PWD PENNSLYVANIA PER EMAIL

STANDARD EROSION AND SEDIMENT CONTROL NOTES

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH

THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE PHILADELPHIA WATER DEPARTMENT (PWD) STORMWATER PLAN REVIEW SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE PWD STORMWATER PLAN REVIEW MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.

2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, AND A PWD STORMWATER PLAN REVIEW INSPECTOR (MR. JOSEPH WHITFIELD 215-516-9674) TO AN ON-SITE PRECONSTRUCTION MEETING.

3. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE LOCATION OF EXISTING UNDERGROUND

UTILITIES.

4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS.

DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING BY PWD AND PA DEP PRIOR TO IMPLEMENTATION.

5. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER

OBJECTIONABLE MATERIAL.

6. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE.

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File details come from the government source that posted it. Updated Aug 27, 2024.