DDG(X) WP3_Amendment 0003_Dwgs_Signed.pdf
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- Solicitation number
- N4008525R3500
About this file
This document is a set of detailed engineering and construction drawings for the DDG(X) LBTS Work Package 3 (WP3) E-Campus project at the Philadelphia Navy Yard Annex. The comprehensive drawing set covers multiple disciplines including civil, structural, electrical, mechanical, and utility infrastructure, with a focus on creating a new electrical infrastructure campus.
Key components of the project include constructing multiple infrastructure elements such as an E-House, utility bridge, switchgear vaults (S101A and S101B), transformer foundations, cooling tower, electrical ductbanks, grounding systems, and lightning protection. The drawings specify technical details for 24-way and 12-way medium voltage duct banks, low voltage electrical systems, site grading, drainage, erosion control, and utility relocations. The project involves precise engineering for electrical distribution, including medium voltage switchgear, transformer pads, cable routing, and comprehensive site integration at the Naval Facilities Engineering Systems Command site in Norfolk, Virginia. The drawings are dated August 25, 2020, with an amendment on June 17, 2025, indicating ongoing design refinement.
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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
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
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N4008525R2641
1733372
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NONE
DRAWFORM REVISION: 25 AUGUST 2020
EJA
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12921951
DJD
WP3 - DRAWING INDEX
SHEET NO. NAVFAC NO. DRAWING TITLE
1 - GENERAL
3G001 12921950 COVER SHEET
3G002 12921951 DRAWING INDEX
3G003 12921952 GENERAL PROJECT NOTES
3G004 12921953 PHILADELPHIA NAVY YARD ANNEX SITE MAP
3G005 12921954 OVERALL SITE PLAN - DDG(X) LBTS COORDINATION WITH BUILDING
77-87 COMPLEX PROJECTS NOT IN CONTRACT
3G006 12921955 OVERALL SITE AND BUILDING 77H ACCESS PLAN
3G007 12921956 SITE KEY PLAN
3G008 12921957 ON-SITE PAVEMENT LOADING DIAGRAM
3G009 12921958 CODE COMPLIANCE SITE PLAN
3G010 12922085 UTILITY COORDINATION AND SEQUENCE OF CONSTRUCTION
4 - GEOTECHNICAL
3B101 12921959 BORING LOCATION PLAN
3B601 12921960 BORING LOGS
3B602 12921961 BORING LOGS
3B603 12921962 BORING LOGS
3B604 12921963 BORING LOGS
3B605 12921964 BORING LOGS
3B606 12921965 BORING LOGS
3B607 12921966 BORING LOGS - TEST SUMMARIES
5 - CIVIL
3C001 12921967 GENERAL CIVIL NOTES
3C002 12921968 CIVIL LEGEND AND ABBREVIATIONS
3C003 12921969 COMPOSITE SITE PLAN
3C004 12921970 EROSION AND SEDIMENT CONTROL NOTES
3CD101 12921971 SITE DEMOLITION PLAN
3CD102 12921972 UTILITY DEMOLITION PLAN
3CD103 12921973 SUBSURFACE FOUNDATION DEMOLITION PLAN
3C101 12921974 EXISTING CONDITIONS PLAN
3C102 12921975 SITE PLAN
3C103 12921976 GRADING AND DRAINAGE PLAN
3C104 12921977 UTILITY PLAN
3C105 12921978 EROSION AND SEDIMENT CONTROL PLAN
3C106 12921979 POST-CONSTRUCTION STORMWATER MANAGEMENT PLAN
3C201 12921980 UTILITY PROFILES
3C202 12921981 UTILITY PROFILES
3C203 12921982 UTILITY PROFILES
3C401 12921983 CONCRETE PAVEMENT - ENLARGED PLAN AND DETAILS
3C501 12921984 DETAILS
3C502 12921985 DETAILS
3C503 12921986 UTILITY DETAILS
3C504 12921987 UTILITY DETAILS
3C505 12921988 UTILITY DETAILS
3C506 12921989 UTILITY DETAILS
3C507 12921990 EROSION AND SEDIMENT CONTROL DETAILS
3C508 12921991 EROSION AND SEDIMENT CONTROL DETAILS
3C509 12921992 POST CONSTRUCTION STORMWATER MANAGEMENT DETAILS
7 - STRUCTURAL
3S001 12921993 GENERAL STRUCTURAL NOTES
3S002 12921994 GENERAL STRUCTURAL NOTES
3S003 12921995 GENERAL STRUCTURAL NOTES, STRUCTURAL ABBREVIATIONS, AND
TYPICAL STRUCTURAL DETAILS
3S004 12921996 TYPICAL STRUCTURAL DETAILS
3S005 12921997 TYPICAL STRUCTURAL DETAILS
3S006 12921998 TYPICAL STRUCTURAL DETAILS
3S101 12921999 COMPOSITE SITE PLAN
3S401 12922000 E-HOUSE AND PLATFORM DUCTBANK COORDINATION PLAN
3S402 12922001 E-HOUSE AND PLATFORM FOUNDATION AND PILE PLAN
3S403 12922002 E-HOUSE AND PLATFORM PLAN AT GRADE
3S404 12922003 E-HOUSE AND PLATFORM FOUNDATION SECTIONS
3S405 12922004 E-HOUSE AND PLATFORM PEDESTAL SCHEDULE AND DETAILS
3S406 12922005 E-HOUSE AND PLATFORM ANCHOR DETAILS
3S407 12922006 E-HOUSE AND PLATFORM GRADE BEAM SCHEDULE AND DETAILS
3S411 12922007 SWITCHGEAR VAULTS PLANS
3S412 12922008 SWITCHGEAR VAULTS SECTIONS AND DETAILS
3S413 12922009 SWITCHGEAR VAULTS SECTIONS AND DETAILS
3S414 12922010 SWITCHGEAR VAULTS ELEVATIONS
3S421 12922011 TRANSFORMER FOUNDATION PLANS
3S422 12922012 TRANSFORMER PLAN AT GRADE AND SECTIONS
3S423 12922013 TRANSFORMER FOUNDATION SECTIONS AND DETAILS
3S431 12922014 COOLING TOWER FOUNDATION AND FRAMING PLANS
3S432 12922015 COOLING TOWER ELEVATIONS AND SECTIONS
3S433 12922016 COOLING TOWER SECTIONS AND DETAILS
3S441 12922017 UTILITY BRIDGE PILE AND FOUNDATION PLAN
3S442 12922018 UTILITY BRIDGE - BOTTOM CHORD FRAMING PLAN
3S443 12922019 UTILITY BRIDGE TOP CHORD FRAMING PLAN
3S444 12922020 UTILITY BRIDGE ELEVATIONS
WP3 - DRAWING INDEX
SHEET NO. NAVFAC NO. DRAWING TITLE
3S445 12922021 UTILITY BRIDGE SECTIONS AND DETAILS
3S446 12922022 UTILITY BRIDGE SECTIONS AND DETAILS
3S501 12922023 PILE CAP DETAILS
3S502 12922024 PILE CAP DETAILS
12 - FIRE ALARM
3FA001 12922025 FIRE ALARM LEGEND, ABBREVIATIONS AND GENERAL NOTES
3FA101 12922026 FIRE ALARM PLAN
14 - MECHANICAL
3M001 12922027 MECHANICAL LEGEND, ABBREVIATIONS, AND GENERAL NOTES
3M101 12922028 COMPOSITE SITE PLAN
3M102 12922029 COOLING TOWER PLAN
3M301 12922030 MECHANICAL SECTIONS
3M302 12922031 MECHANICAL SECTIONS
3M303 12922032 MECHANICAL SECTIONS
3M401 12922033 MECHANICAL ENLARGED PLANS
3M501 12922034 MECHANICAL DETAILS
3M502 12922035 MECHANICAL DETAILS
3M503 12922036 MECHANICAL DETAILS
3M601 12922037 MECHANICAL CONTROLS
3M602 12922038 MECHANICAL CONTROLS
3M603 12922039 MECHANICAL CONTROLS
3M701 12922040 MECHANICAL SCHEDULES
15 - ELECTRICAL
3E001 12922041 ELECTRICAL LEGEND AND DEFINITIONS
3E002 12922042 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES
3E101 12922043 COMPOSITE SITE PLAN
3E201 12922044 SITE PLAN - PART A - MEDIUM VOLTAGE DUCT BANK
3E202 12922045 SITE PLAN - PART B - MEDIUM VOLTAGE DUCT BANK
3E203 12922046 SITE PLAN - PART A - LOW VOLTAGE DUCT BANK
3E204 12922047 SITE PLAN - PART B - LOW VOLTAGE DUCT BANK
3E205 12922048 SITE PLAN - PART A - TELECOM DUCT BANK
3E206 12922049 SITE PLAN - PART B - TELECOM DUCT BANK
3E207 12922050 SITE PLAN - POWER - S101A/B SWITCHGEAR
3E208 12922051 SITE PLAN - PART A - GROUNDING
3E209 12922052 SITE PLAN - PART B - GROUNDING
3E210 12922053 SITE PLAN - S101A/B GROUNDING & LIGHTNING PROTECTION
3E211 12922054 SITE PLAN - PART A - LIGHTNING PROTECTION
3E212 12922055 SITE PLAN - PART B - LIGHTNING PROTECTION
3E221 12922056 SITE PLAN - LIGHTING
3E401 12922057 ENLARGED PLAN - EAST SUBSTATION
3E402 12922058 ENLARGED PLAN - COOLING TOWER
3E403 12922059 ENLARGED PLAN - BUILDING 77H
3E501 12922060 ONE LINE DIAGRAM - EAST SUBSTATION
3E502 12922061 ONE LINE DIAGRAM - COOLING TOWER
3E503 12922062 ONE LINE DIAGRAM - 20 MW POD
3E504 12922063 ONE LINE DIAGRAM - S101A SWITCHGEAR
3E505 12922064 ONE LINE DIAGRAM - S101B SWITCHGEAR
3E601 12922065 DETAILS - GROUNDING
3E602 12922066 DETAILS - GROUNDING
3E603 12922067 DETAILS - COOLING TOWER FEEDERS
3E604 12922068 LIGHTING DETAILS
3E605 12922069 DUCT BANK DETAILS
3E606 12922070 DUCT BANK DETAILS
3E607 12922071 DETAILS
3E608 12922072 DETAILS - VAULT
3E609 12922073 DETAILS - VAULT
3E610 12922074 ELEVATIONS - SWITCHGEAR
3E611 12922075 ELEVATIONS - SWITCHGEAR
3E612 12922076 ELEVATIONS - SWITCHGEAR
3E613 12922077 ELEVATIONS - SWITCHGEAR
3E614 12922078 DETAILS
3E615 12922079 DETAILS
3E616 12922080 DETAILS
3E617 12922081 DETAILS
3E701 12922082 SCHEDULES
3E702 12922083 SCHEDULES
3E703 12922084 PANEL SCHEDULES
16 - REFERENCE DRAWINGS
3R - 2079539 EVALUATION TEST FACILITY DEMOLITION PLAN BLD'G. NO 435
3R - 2079555 EVALUATION TEST FACILITY - COOLING TOWER BASIN AND MISC.
DETAILS
3R - 2079556 EVALUATION TEST FACILITY - COOLING TOWER BASIN AND MISC.
DETAILS
3R - 12650789 BUILDING 77H REPLACE COOLING TOWER
3R - 12910709 LBES 20MW CAPACITY ENHANCEMENT DISTRIBUTION PACKAGE - S100
3R - 12910712 CTF 20MW CAPACITY ENHANCEMENT DISTRIBUTION PACKAGE - CS1710
3R - S600 CTF 20MW CAPACITY ENHANCEMENT DISTRIBUTION PACKAGE
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6/1 7/2
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APPROVED BY: ROB SHERIDAN
NSWCPD CODE 1021, NSA
MECHANICSBURG, PA, PNYA
PER EMAIL
05/02/2025
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
3SD502 DRAWING NUMBER INDICATOR
DISCIPLINE DESIGNATOR WITH OPTIONAL LEVEL 2 INDICATOR
SHEET TYPE INDICATOR
SHEET SEQUENCE INDICATOR
PLAN
NORTH
A3
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
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DE
PA
RT
ME
NT
O
F
TH
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NA
VY
NA
VA
L F
AC
ILI
TI
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IN
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N4008525R2641
1733372
DD
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NONE
DRAWFORM REVISION: 25 AUGUST 2020
EJA
MRI/PJB
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C te m p Lo c a ls G sj a c km a n
(L o c a l) .r vt
CMS SLJ JBS
3G003
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12921952
DJD
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. BUILDINGS 77H IS AN ACTIVE GOVERNMENT TEST FACILITY THAT WILL REMAIN
OCCUPIED DURING CONSTRUCTION. WORK MUST NOT INTERRUPT TESTING ACTIVITIES.
3. DO NOT SCALE DRAWINGS. REFER TO DIMENSIONS INDICATED.
4. THE BUILDING ENVELOPES ARE SECURITY FEATURES AND MUST BE MAINTAINED
THROUGHOUT THE PROJECT TO ENSURE THAT UNAUTHORIZED PERSONNEL CANNOT
GAIN ACCESS INTO THE BUILDINGS AND THE OPERATING SPACES. REPORT
IMMEDIATELY TO THE CONTRACTING OFFICER ANY UNAUTHORIZED OPENINGS OR
INCORRECTLY SECURED OPENINGS IN THE BUILDING ENVELOPE.
5. BUILDING ENVELOPE (SIDING, ROOF, DOOR/WINDOW, ETC.) MODIFICATIONS,
TEMPORARY OR PERMANENT, MUST BE SCHEDULED AND COORDINATED WITH THE
CONTRACTING OFFICER. PROPOSED MODIFICATIONS TO THE ENVELOPE TO IMPLEMENT
OR SUPPORT PHASING MUST BE SUBMITTED FOR APPROVAL BY THE CONTRACTING
OFFICER.
6. EXISTING DOORS IN THE BUILDING ENVELOPE MUST BE KEPT OPERATIONAL AND CLEAR
OF OBSTRUCTIONS.
7. 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.
8. 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.
9. 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 PROJECT PHASING,
SEQUENCING, AND SCHEDULE NOTES
1. THIS PROJECT OCCURS AT AN ACTIVE GOVERNMENT TEST FACILITY THAT WILL REMAIN
OCCUPIED DURING CONSTRUCTION. WORK MUST NOT INTERRUPT TESTING ACTIVITIES.
WORK MUST BE COORDINATED AND SCHEDULED WITH GOVERNMENT ACTIVITIES. WORK
MUST ALSO BE COORDINATED WITH CONSTRUCTION PROJECTS IN AND AROUND THE
AREA OF WORK AND WITH FOLLOW-ON OUTFITTING CONSTRUCTION PROJECTS.
2. THIS PROJECT MUST BE SEQUENCED TO PRIORITIZE COMPLETION OF THE WORK LISTED
BELOW. INCLUDE MILESTONE AND ACTIVITY COMPLETION DATES IN THE SCHEDULE.
REFER TO THE SPECIFICATIONS FOR SPECIAL SCHEDULING REQUIREMENTS AND
INFORMATION.
A. MILESTONE 1: E-HOUSE AND TRANSFORMER INFRASTRUCTURE
B. MILESTONE 2: REMAINDER OF WORK
3. SWITCHGEAR S101A AND S101B SUBMITTALS MUST BE PRIORITIZED BECAUSE OF LONG
LEAD TIMES ASSOCIATED WITH EQUIPMENT FABRICATION.
4. THE UTILITY SERVICE TO THE EXISTING CTF POD MUST BE MAINTAINED AND PROTECTED
THROUGHOUT CONSTRUCTION. REFER TO REQUIREMNETS ON SHEET 3G010. THE
PERMANENT BYPASS MUST BE CONSTRUCTED PRIOR TO REMOVAL AND RE-ROUTING OF
THE EXISTING FEEDERS.
5. FOR BIDDING PURPOSES, ASSUME PERMITS OBTAINED BY THE GOVERNMENT WILL NOT
BE APPROVED BY PERMITTING AUTHORITIES UNTIL 15 DECEMBER 2025. CONTRACTOR
WILL NOT BE AUTHORIZED TO PERFORM WORK INVOLVING GROUND DISTURBANCE
UNTIL PERMITS ARE APPROVED.
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APPROVED BY: ROB SHERIDAN
NSWCPD CODE 1021, NSA
MECHANICSBURG, PA, PNYA
D3 3G010
C3 3G010
B3 3G010
EMH-4193
CTF POD
EMH-4185
LBES PODS101A/B
VAULT
D3 3G010
C3 3G010
B3 3G010
EMH-4193
CTF POD
EMH-4185
LBES PODS101A/B
VAULT
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
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DE
PA
RT
ME
NT
O
F
TH
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NA
VY
NA
VA
L F
AC
ILI
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E
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HI
A, P
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VA
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A
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A
NA
VY
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AR
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AN
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NO
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AS NOTED
DRAWFORM REVISION: 25 AUGUST 2020
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9A 12922085
DJD
SCALE: 3/32" = 1'-0"C1 PART PLAN AT END OF PHASE 1
GENERAL SHEET NOTES
1. THIS DRAWING SHOWS NEW, EXISTING, AND DEMOLITION WORK TO CONVEY
PHASING AND SEQUENCE OF CONSTRUCTION REQUIREMENTS RELATED TO
THE EXISTING CTF 20MW FEEDER AND NEW BYPASS. REFER TO DISCIPLINE
SPECIFIC DRAWINGS FOR MORE INFORMATION.
2. CONTRACTOR MUST COORDINATE WITH THE UTILITY (DOMINION ENERGY) AS
A SUBCONTRACTOR TO PERFORM WORK ON UTILITY OWNED
INFRASTRUCTURE AND FEEDERS.
3. PROTECT EXISTING TO REMAIN INFRASTRUCTURE. SUBMIT A PLAN FOR
REVIEW/APPROVAL BY THE UTILITY WITH MEANS AND METHODS THAT MUST
BE UTILIZED TO PROTECT EXISTING UTILITY-OWNED INFRASTRUCTURE
DURING CONSTRUCTION.
4. THE EXISTING CTF 20MW SERVICE MUST NOT BE INTERRUPTED EXCEPT AS
INDICATED AND ONLY WHEN AUTHORIZED BY THE CONTRACTING OFFICER.
20MW SERVICE OUTAGE MUST BE COORDINATED WITH UTILITY TO MINIMIZE
OUTAGE DURATION MAXIMUM EXTENT PRACTICAL.
5. ALL WORK WITHIN 5FT OF UTILITY-OWNED INFRASTRUCTURE AND/OR
SERVICE MUST BE COORDINATED WITH THE UTILITY A MINIMUM OF 14 DAYS
IN ADVANCE OF WORK TO BE PERFORMED.
6. PRIOR TO THE START OF CONSTRUCTION, COORDINATE WITH THE UTILITY
FOR SCOPING OF THE EXISTING UTILITY OWNED CTF AND LBES DUCTBANKS
SO THE UTILITY CAN DOCUMENT EXISTING CONDITIONS PRIOR TO THE START
OF WORK.
7. DO NOT DISTURB THE EXISTING SUBSURFACE OF THE EXISTING TO REMAIN
DUCTBANKS.
8. DO NOT INSTALL PILES FOR THE COOLING TOWER OR TRANSFORMER
FOUNDATIONS UNTIL NEW CTF 20MW FEEDER BYPASS IS ESTABLISHED.
9. MAINTAIN OR PROVIDE ACCESS TO THE CTF POD (EMH-4185) SWITCHGEAR,
TO INCLUDE TEMPORARY STAIRS AND WORK PLATFORMS, TO SUPPORT
OPERATION AND INSPECTION OF SWITCHGEAR DURING CONSTRUCTION
OPERATIONS. ACCESS INTERRUPTIONS MUST BE REQUESTED BY THE
CONTRACTOR AND MUST BE APPROVED BY AND COORDINATED WITH THE
GOVERNMENT FIVE WORKING DAYS IN ADVANCE OF THE WORK.
10. UTILITY MUST PROVIDE UPDATED RECORD DRAWINGS OF THE CTF AND LBES
UTILITY SERVICES UPON COMPLETION OF THE PERMANENT BYPASS.
11. UTILITY MUST PROVIDE (FOR INFORMATION ONLY) THE FOLLOWING
SUBMITTALS TO THE CONTRACTING OFFICER FOR THEIR DESIGN OF THE
PERMANENT BYPASS: FEEDER TYPE, FEEDER LENGTH, SPLICES, LUGS,
HARDWARE, AND TESTING RESULTS.
GRAPHIC SCALE
3/32" = 1'-0"
20'12'4' 8'
SCALE:
1. PROVIDE S101 VAULT. REFER TO C1/3E608 FOR PERMANENT CTF 20MW
BYPASS MEDIUM VOLTAGE FEEDER RACKING AGAINST SOUTH WALL
AND COORDINATE CABLE RACK LOCATION WITH FUTURE DUCT BANK
INTERFACE. REFER TO STRUCTURAL DRAWINGS FOR DETAILS.
2. PROVIDE 24-WAY, (3) 2 BY 4, 6" PVC CONCRETE-ENCASED DUCT BANK.
REFER TO DETAIL A4/3E617.
3. UTILITY MUST PROVIDE 8-WAY, 4 BY 2, 6" PVC CONCRETE-ENCASED
DUCT BANK. REFER TO DETAIL B1/3E606.
4. SOLID FILL HATCH INDICATES PERMANENT CTF 20MW BYPASS MEDIUM
VOLTAGE FEEDER CONDUIT FILL.
5. DISCONNECT EXISTING CTF 20MW FEEDERS AT CTF POD. PROVIDE
TERMINATION TO CTF POD VIA PERMANENT CTF 20MW BYPASS MEDIUM
VOLTAGE FEEDER.
6. DEMOLISH EXISTING CTF DUCT BANK. CUT DUCT BANK AT VAULT
INTERFACES ON EITHER SIDE. AT THE END OF PHASE 2.
7. EXISTING UTILITY OWNED ELECTRICAL MANHOLE (EMH-4193) WITH TWO
EXISTING 20MW UTILITY SERVICES (CTF SERVICE AND LBES SERVICE).
8. EXISTING NAVY OWNED CTF POD SWITCHGEAR AND VAULT (EMH-4185).
REFER TO A4/3E608 FOR VAULT BUTTERFLY DIAGRAM.
9. EXISTING NAVY OWNED LBES POD SWITCHGEAR AND VAULT. REFER TO
C1/3E617 FOR PERMANENT CTF 20MW BYPASS MEDIUM VOLTAGE
FEEDER RACKING AGAINST SOUTH WALL.
10. EXISTING UTILITY OWNED ELECTRICAL DUCTBANK WITH TWO EXISTING
20MW UTILITY SERVICES (CTF SERVICE AND LBES SERVICE).
11. EXISTING UTILITY OWNED ELECTRICAL DUCTBANK WITH CTF 20MW
UTILITY SERVICE.
12. EXISTING UTILITY OWNED ELECTRICAL DUCTBANK WITH LBES 20MW
UTILITY SERVICE.
13. S101A/B VAULT.
14. EXISTING UTILITY OWNED ELECTRICAL DUCTBANK WITH LBES 20MW
UTILITY SERVICE AND PERMANENT CTF 20MW BYPASS.
15. SHADED FILL HATCH INDICATES EXISTING MEDIUM VOLTAGE FEEDER
CONDUIT FILL.
SHEET KEYNOTES
SCALE: 3/32" = 1'-0"A1 PART PLAN AT END OF PHASE 2
NOT TO SCALESCALE:D3 EXISTING 8-WAY DUCT BANK SECTION
NOT TO SCALESCALE:C3 24-WAY S101 VAULT DUCT BANK SECTION
NOT TO SCALESCALE:B3 8-WAY CTF POD DUCT BANK SECTION
15 (TYP.)
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
AM
EN
DM
EN
T
6/1 7/2
W
RA
SUGGESTED SEQUENCE OF
CONSTRUCTION
1. ACTIVITIES INDICATED BELOW ARE REQUIRED. THE PHASING AND ORDER OF
ACTIVITIES INCLUDED ARE SUGGESTED.
PHASE 1
1. PROVIDE PROTECTION FOR EXISTING UTILITY INFRASTRUCTURE AND
FEEDERS.
2. PROVIDE S101A/B PILE SUPPORTED CONCRETE VAULT.
3. PROVIDE DUCTBANK BETWEEN EXISTING LBES POD AND S101A/B
VAULT.
4. REMOVE PLATFORM AND FOUNDATION ON NORTH SIDE OF CTF POD
(EMH-4185).
5. COORDINATE A LIMITED OUTAGE (2 CALENDAR DAYS MAXIMUM) OF
CTF POD (EMH-4185) WITH THE UTILITY AND THE CONTRACTING
OFFICER. UTILITY MUST TEMPORARILY DISCONNECT UTILITY FEEDERS
FROM THE PRIMARY SIDE OF CTF POD. UTILITY MUST MODIFY
EXISTING CABLING ARRANGEMENT IN CTF POD TO SAW-CUT OPENING
FOR ENTRANCE OF NEW CTF 20MW FEEDER. UTILITY MUST PROVIDE
OPENING IN CTF POD FOR NEW DUCTBANK AND MUST PROVIDE
DUCTBANK BETWEEN S101A/B VAULT AND EXISTING CTF POD.
PHASE 2
1. COORDINATE A LIMITED OUTAGE (5 CALENDAR DAYS MAXIMUM) OF
THE CTF POD (EMH-4185) WITH THE UTILITY AND THE CONTRACTING
OFFICER FOR PHASE 2 WORK.
2. UTILITY MUST PROVIDE NEW FEEDERS FROM MANHOLE (EMH-4193)
AND SPLICE IF REQUIRED.
3. UTILITY MUST PROVIDE NEW FEEDERS IN PERMANENT BYPASS
THROUGH EXISTING LBES DUCTBANK, EXISTING LBES POD VAULT,
NEW S101A/B VAULT, NEW DUCTBANK AND INTO EXISTING CTF POD
(EMH-4185).
4. UTILITY MUST PULL/REMOVE FEEDERS FROM EXISTING CTF POD
(EMH-4185) THROUGH EXISTING CTF DUCTBANK AND BACK TO
EXISTING UTILITY MANHOLE (EMH-4193).
5. UTILITY MUST DEMOLISH EXISTING CTF DUCTBANK FLUSH WITH
EXISTING CTF POD (EMH-4185) AND MANHOLE AND SEAL/PLUG THE
ABANDONED SLEEVES AT VAULTS.
6. UTILITY MUST PERFORM WORK AND COORDINATE WITH THE
CONTRACTOR TO LIMIT OUTAGE OF THE CTF 20MW SERVICE.
7. RE-INSTALL TEMPORARILY REMOVED PLATFORM.
PHASE 3
1. THE PERMANENT CTF 20MW SERVICE REMAINS ENERGIZED AND
CANNOT ACCOMMODATE ADDITIONAL OUTAGES FOR REMAINING
DURATION OF CONSTRUCTION.
END OF PHASE 1 END OF PHASE 2
END OF PHASE 1 END OF PHASE 2
END OF PHASE 1 END OF PHASE 2
4 (TYP.)
REGISIERTD
IL HWAN KIM
ENGII.IEER
NoPE07t007
6-t7->{
APPROVED BY: ROB SHERIDAN
NSWCPD CODE 1021, NSA
MECHANICSBURG, PA, PNYA
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X
X X
X X X X X X
X X
X X
X X
X X
X X
E
E
7.21
7.89
6.93
7.91
8.22
8.43
6.83
7.63
8.06
7.60
8.19
8.30
7.57
7.49
8.19
6.52
8.44
6.81
7.94
7.49
7.94 7.19
8.16
ELM
8"
7.98
8.57
7.02
8.26
6.93
7.62
8.29
8.36
6.79
7.53
7.77
8.16
8.15
6.76
6.89 6.68
7.43
7.83
8.42
7.87
6.91
7.57
6.96 7.07
8.52 8.13
8.31
8.16
8.55
7.68
8.04
6.71
7.58
7.92
8.85
6.86
7.77
8.04
8.29
7.58
7.63
CHAIN LINK
8.09
7.29
7.58
6.70
7.93 7.63
8.39
6.70
7.96
7.85
8.31
ELM
10"
7.74
7.97
8.38
7.24
8.41
6.68
7.94
8.26
6.76
7.26
7.60
7.35
8.34
6.96
7.80
8.19
8.30
ELM
8"
8.28
7.53
7' HIGH7.67
8.24
7.90
8.28
6.81
7.89
9.07
6.78
7.42
7.52
7.38
7.10
7.36
7.87
7.82
8.18
7.75
8.21
7.73
8.02
7' HIGHCHAIN LINK
6.90
8.26
8.37
8.30
7.89
8.18
6.90
7.72
7.37
9.93
6.35
7.28
7.83
8.00
7.98
8.19
8.19
7.22
8.26
7.44
8.25
8.19
7.94
7.45
8.89
7.81
6.73
8.77
6.83
7.24
7.76
7.64
7.78
8.04
7.87
8.28
7.30
7.88
7.72
7.62
7.41
7.56
7.48
8.18 7.83 7.76 7.35
CONC SEAWALL WITH HANDRAIL
8.21
7.99
8.14
8.27
8.20
7.97
8.22
8.35
8.30
7.95
GRASS
8.20
8.47
8.23
8.02
7.92
8.19
8.31
8.32
8.01
8.21
7.98
8.66
DIRT8.00
7.888.22
7.89
7.81
8.12
7.79
9.13 9.87
8.23
10.15
7.80
8.05
9.26
GRASS
8.10
8.31
8.76
8.04
GRASSGRASS
GRASS
E
XX
X X
X X
X X
X
9.639.44
9.07
8.18
8.22
8.28
9.90
8.72
8.05
8.06
8.35
10.24
8.38
9.68
GRASS
8.15
8.32
8.37
8.83
8.26
8.37
9.46
8.81
8.65
8.58
8.39
8.43
10.59
9.48
8.21
9.58
8.27
10.30
8.48
8.62
8.17
10.97 9.29
8.52
8.82
8.34
9.93
9.42
8.35
8.05
9.77
8.26
9.02
8.43
8.15
10.99
8.32
9.43
7'H C
HA
IN
LI
NK
F
EN
CE
8.97
8.36 8.22
GRASS/GRAVEL
9.81
8.98
8.09
8.01
11.06
8.41
8.24
9.24
9.12
9.67
8.39
9.42
8.56
8.63
8.33
10.69
9.70
8.10
8.26
E
8.24
8.93
8.09
8.91
8.36
9.11
9.96
8.36
8.30
8.45
8.86
8.41
8.21 8.37
9.95
9.63
8.46
10.48
8.14
8.34
8.95
8.67
8.19 8.32
8.27
9.55
8.26
8.39
9.68
GRAVEL
8.90
8.41
8.14
9.58
8.94
8.08
8.41
10.29
8.24
8.22
9.12 9.09
8.25
9.85
8.12
9.96
8.39
8.51
8.70
8.88
8.58
10.08
9.35
8.18
8.30
9.86
8.25
9.07
8.73
8.32
8.21 8.39
8.53
8.70
8.92
8.11
8.45
9.59
GRAVEL
9.56
8.22
10.72
8.48
9.39
9.22
8.16
8.33
10.97
8.35 8.36
8.36
8.58
9.62
8.86
8.07
8.37
10.25
8.27
10.18
8.25
9.27
8.16
8.31
8.32 8.39
9.23
8.30
8.17
8.14
8.28
8.23
7.98
E
E
F.F. EL. 8.15
AC
UNIT
AC UNIT
GRAVEL
F.F. EL. 8.60
F.F. EL. 8.76
FIRE CONTROL BOX
7'H C
HA
IN
LI
NK
F
EN
CE
8.85
DIRT
ELEC VAULT
TOP:12.67
METAL PLATFORM
8.11 8.12 7.92
8.06
7.96 8.09
7.87
8.04 7.83
STEEL
PLATE
8.20
8.34
CONC
8.16 7.98
8.31 8.34
8.17 7.94
8.19 7.99
8.33 8.28
8.30 8.31
8.20 7.87
7.97 7.58
8.03 7.51
8.20 7.73
8.17 8.078.03
8.08
8.118.14
22"
18.5" 22"
10" 13"12" 10"
10"
12"
12"
14" 10"
10"
10"
10"
12"
12"
8"
8"
8"10"
9"
8.34 8.00
8.03 7.99
8.04 8.09
8.47 7.88
8.23 7.76
7.86 7.59
8.01 7.65
8.00 7.62
7.93 7.45
E
E
E
XXXXXX
X
8" 4"
8.31 7.66
7.66
7.26 7.16
7.45 7.107.15
7.84 7.56
7.74 7.61
7.31
E
E
E
7.55 8.75
7.35 8.62
7.27
8.05
7.60
8.04
8.04
7.46 7.47
8.77
8.48
8.63 8.06 7.96
7.85 7.66 8.23 7.69
8.51 8.00
8.25
8.58 8.09
8.09 8.09
8.50 8.13 8.19 8.12
8.72
8.62
8.68
8.38
8.71 8.50
8.53
8.70 8.55
8.84
8.76
8.79
8.46 7.96
8.28 7.78
8.22
7.61 7.59
7.81 7.69
8.12 7.70
8.37
8.34
8.298.29
8.26
CONC
8.84
GRAVEL
CONC
CONC
CO
NC
GRAVEL
GRAVEL
GRASS
GRAVEL
X X X X X
77 7
9.22
9.07 8.92
8.87
8.76
9.02
9.14
9.06
9.10
9.42 9.43
9.83
9.39
9.59
8.93
9.07 9.20
9.01
8.93 9.13
9.41
9.74
9.60
9.37
9.01 9.41
9.13
AC
UNITCONC
9.68 9.81
9.949.81 9.82
9.94
9.85
10.40
10.44 10.71
10.22 10.01
9.52
8.64 8.67
8.51 8.64
8.48
8.54
9.62 9.69
9.36 9.37
10.15
9.48 9.22 9.39
10.16 10.23
10.18
T/C EL.
10.91
9.61
9.939.90
9.61
9.64 9.67
OVERHEAD UTILITY BRIDGE
BOTTOM EL. 24.30±
9.26
8.62
F.F. EL. 9.37
F.F. EL. 9.26
9.37
9.35 8.94
9.36
9.36
8.97 8.92
9.048.93 8.85
8.61 8.69
9.01
8.77
8.99 9.11
T/C EL. 10.90
9.31
9.03
8.83 8.62
8.48 8.64
9.43 9.07
9.36
VERT. BM 'D'
EL:11.01'
9.49
9.69 9.18
10.14
10.57
9.92
8.95
8.90
8.44
8.41 8.72
9.00
T/C EL. 10.90
T/C EL. 8.56
10.36
11.00
10.41
9.83
8.91
8.22 8.51
STEPS
T/C EL. 12.31
10.53
10.72
11.21
CONC WALL
7.54
7.65
7.99 7.52
7.89 7.28
WRA310
N 212599.0550 E 2693473.4660
EL:8.57'
WRA701
N 212427.2980 E 2693251.0430
EL:7.74'
7.44 7.24
7.44
7.24 7.86
7.77
8.02 7.47
7.76 7.66
8.08 7.63
7.55 7.50
7.85 7.38
7.20 6.59
X
E
10.03
9.57
XXXX
X
X X X X X X X X X X
GRAVEL
CONC WALK
CONC WALK
CO
NC
W
AL
K
CO
NC
W
AL
K
CONC WALK
T/S 9.75
T/S 12.70
7.79 7.277.95
7.37 7.79 8.28
7.80 8.05
8.22 7.53
7.84
8.04 7.59 7.57 7.49
7.75 8.24
10"
7.14
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
ENO WIRES, CABLES,
OR CONDUITS
OBSERVED IN VAULT
X X
X X
7.76 7.09
7.86 7.32
8.09 7.55
8.24 7.73
8.47 7.91
8.49 7.95
8.06 7.708.13
7.71
7.69 7.59
7.56 7.51
7.68 7.40
7.62 7.23
7.51 7.35 7.95 7.30
9.54
E
E
XX
X
X X
X
X X X X X X
X X
X
X
BLDG 77H
BLDG
BLDG 485
COOLING TOWER
3 REQD
1 2
1 2
1 1
12 9 REQD
2 4
1 2
4 2
ADMIRAL PEARY WAY
63 3
4 14 15
LBES POD
CTF
POD
BLDG 487
5 6 REQD
1 2
4 2
3 2
3 2
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
SY
M
DE
SC
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AP
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DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231
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SITE DEMOLITION PLAN
SCALE: 1" = 20'-0"A1
CJK CJK BWJ
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AS NOTED
12921971
3CD101
GENERAL SHEET NOTES
SHEET KEYNOTES
1. REMOVE BITUMINOUS CONCRETE PAVEMENT AND AGGREGATE SUBBASE.
EXISTING PAVEMENT SECTION CONSISTS OF 2"+/- THICK BITUMINOUS
CONCRETE OVER 10"+/- THICK CONCRETE ON AGGREGATE SUBBASE.
2. SAWCUT PAVEMENT.
3. REMOVE CONCRETE CURB.
4. REMOVE CONCRETE PAVEMENT.
5. REMOVE CONCRETE-FILLED GUARD POST AND CONCRETE FOUNDATION.
6. REMOVE TREE.
7. CUT AND REMOVE RAILROAD TRACKS, TIES, AND STONE BALLAST.
8. REMOVE 8'-0" HIGH CHAIN LINK FENCE AND APPURTENANCES. DO NOT
DEMOLISH UNTIL AFTER TEMPORARY CONSTRUCTION FENCING IS
INSTALLED. REMOVE CONCRETE FROM POST BOTTOMS AND RECYCLE ALL
FENCE COMPONENTS.
9. BUILDING 77H PERIMETER SECURITY IMPROVEMENTS (NOT IN CONTRACT).
REFER TO SHEET 3G005 FOR MORE INFORMATION.
10. DISCONNECT, REMOVE AND SALVAGE "NO PARKING" SIGN FOR
REINSTALLATION. REMOVE SIGN POST AND CONCRETE FOUNDATION.
REINSTALL SIGN AT LOCATION SHOWN ON SHEET 3C102.
11. LIGHT POLE AND LIGHT FIXTURE TO BE DISCONNECTED AND REMOVED BY
UTILITY PROVIDER. ONCE REMOVAL BY UTILITY PROVIDER IS COMPLETED,
REMOVE CONCRETE FOUNDATION FOR LIGHT POLE.
12. REMOVE AND SALVAGE CONCRETE JERSEY BARRIERS. RETURN BARRIERS
TO THE GOVERNMENT. COORDINATE STORAGE LOCATION WITH NSWCPD.
13. REMOVE FLAG POLE AND CONCRETE FOUNDATION.
14. REMOVE METAL AND WOOD POSTS AND CONCRETE FOUNDATIONS.
15. REMOVE AND SALVAGE COMMEMORATIVE METAL ANCHOR. RETURN
ANCHOR TO THE GOVERNMENT. COORDINATE STORAGE LOCATION WITH
NSWCPD.
16. LBES UTILITY FEED INFRASTRUCTURE (NOT IN CONTRACT).
17. REMOVE STEEL PLATE.
18. DISCONNECT AND REMOVE METAL STAIRS AND PLATFORM, AND DEMOLISH
SHALLOW CONCRETE FOOTING FOUNDATIONS AT CTF POD. REFER TO
REFERENCE DRAWING "CTF 20MW CAPACITY ENHANCEMENT DISTRIBUTION
PACKAGE - S600" FOR ADDITIONAL INFORMATION ABOUT THE EXISTING
STRUCTURE.
19. DISCONNECT AND REMOVE METAL STAIRS AND PLATFORM, AND DEMOLISH
SHALLOW CONCRETE FOOTING FOUNDATIONS AT LBES POD. REFER TO
REFERENCE DRAWING "LBES 20MW CAPACITY ENHANCEMENT
DISTRIBUTION PACKAGE - S100" FOR ADDITIONAL INFORMATION ABOUT THE
EXISTING STRUCTURE.
20. REMOVE 8'-0" HIGH CHAIN LINK FENCE ENCLOSURE AND APPURTENANCES
AT LBES POD. REMOVE CONCRETE FROM POST BOTTOMS AND RECYCLE
ALL FENCE COMPONENTS.
21. REMOVE BASKETBALL BACKBOARD AND ±5" DIA. STEEL POST. REMOVE
CONCRETE FROM POST BOTTOM AND RECYCLE ALL METAL COMPONENTS.
22. REMOVE GRAVEL PAVEMENT.
23. DISCONNECT, REMOVE AND DEMOLISH LIGHT POLE AND LIGHT FIXTURE.
RETAIN EXISTING POWER BRANCH CIRCUIT CONDUCTORS. EXISTING
BRANCH CIRCUIT CONDUCTORS AND CONDUIT WILL BE RETAINED FOR
REUSE. MAINTAIN CONTINUITY OF EXISTING EXTERIOR LIGHTING BRANCH
CIRCUIT AND EXTERIOR LIGHTING CONTROLS.
1. REFER TO SHEET 3C001 FOR GENERAL CIVIL NOTES AND SHEET 3C002 FOR
LEGENDS AND ABBREVIATIONS.
2. REFER TO SHEET 3B101 FOR SOIL BORING LOCATIONS.
3. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES THAT IMPACT NSWCPD
VEHICLE PATHS OR LAYDOWN AREA INSIDE THE NSWCPD FENCE LINE AND
OUTSIDE PRIMARY AREAS OF WORK MUST BE COORDINATED WITH THE
CONTRACTING OFFICER A MINIMUM OF FIVE (5) WORKING DAYS IN
ADVANCE AND APPROVED BY NSWCPD. STEEL PLATE BRIDGING CAPABLE
OF WITHSTANDING HS-20 TRAFFIC LOADING IS REQUIRED ON ALL OPEN
EXCAVATIONS THAT IMPACT NSWCPD VEHICLE PATHS.
4. ALL NSWCPD ITEMS STORED WITHIN PRIMARY AREAS OF WORK LOCATED
EXTERIOR OF BUILDING 77H NOT INDICATED TO BE DISPOSED OF BY THE
CONTRACTOR AND NEED TO BE REMOVED FROM THE SITE BY THE
GOVERNMENT MUST BE COORDINATED WITH THE CONTRACTING OFFICER
A MINIMUM OF TEN (10) WORKING DAYS IN ADVANCE.
5. DOMINION ENERGY AND PIDC-PAID ARE RESPONSIBLE FOR THE
MAINTENANCE AND UPKEEP OF THE EXISTING SITE LIGHTING FIXTURES
ALONG LEAGUE ISLAND BLVD. COORDINATE WITH DOMINION ENERGY FOR
DISCONNECTION AND REMOVAL OF EXISTING LIGHT POLE AND LIGHTING
BRANCH CIRCUITS.
6. REFER TO SHEET 3CD102 FOR UTILITY DEMOLITION PLAN AND 3CD103 FOR
SUBSURFACE FOUNDATION DEMOLITION PLAN.
7. MAINTAIN OR PROVIDE ACCESS TO THE CTF POD (EMH-4185) SWITCHGEAR,
TO INCLUDE TEMPORARY STAIRS AND WORK PLATFORMS, TO SUPPORT
OPERATION AND INSPECTION OF SWITCHGEAR DURING CONSTRUCTION
OPERATIONS. ACCESS INTERRUPTIONS MUST BE REQUESTED BY THE
CONTRACTOR AND MUST BE APPROVED BY AND COORDINATED WITH THE
GOVERNMENT FIVE WORKING DAYS IN ADVANCE OF THE WORK.
GRAPHIC SCALE
0 20' 40'
SCALE: 1" = 20'-0"
10'
SHEET LEGEND
REMOVE SITE/UTILITY FEATURE AS NOTED
REMOVE CONCRETE PAVEMENT AND SUBBASE
REMOVE BITUMINOUS CONCRETE PAVEMENT AND
AGGREGATE SUBBASE - FULL DEPTH
AM
EN
DM
EN
T 0
/17 /25
W
RA
SHEET KEYNOTES
24. DISCONNECT, REMOVE AND SALVAGE METAL PLATFORM ON NORTH SIDE
OF CTF POD, AND DEMOLISH EASTERN-MOST SHALLOW CONCRETE
FOUNDATION NOTED IN PLAN. REFER TO SHEET 3G010 FOR SEQUENCE OF
CONSTRUCTION FOR WORK AT THE CTF POD. REFER TO REFERENCE
DRAWING "CTF 20MW CAPACITY ENHANCEMENT DISTRIBUTION PACKAGE -
S600" FOR ADDITIONAL INFORMATION ABOUT THE EXISTING STRUCTURE.
25. REMOVE TREE STUMP AND TREE ROOTS.
PROFESSIONAL
REGISTEiEO
ANTHONYOLSEN
ENGII'IEER
ENGINEEB
f,o PE09git60
APPROVED BY: ROB SHERIDAN
NSWCPD CODE 1021, NSA
MECHANICSBURG, PA, PNYA
X X
X X X X X X
X X
X X
X X
X X
X X
EC
E
ELM
8"
CHAIN LINK
ELM
10"
7.74
ELM
8"
7' HIGH7.67
7' HIGHCHAIN LINK
6.90
7.76 7.35
GRASS
DIRT
GRASS
GRASSGRASS
GRASS
S
D
D
D
E
D
XX
X X
X X
X X
X
GRASS
7'H C
HA
IN
LI
NK
F
EN
CE
GRASS/GRAVEL
E
GRAVEL
GRAVEL
EC
E
SSMH(5970)
TOP:8.32
#NO NUMBER
SD
x
S 6"
DIP
SD x
EMH(5560)TOP:7.92
SD
x
SD
x
SD
x
SD
x
8"
D
D
SD
x
SD
x
D
D
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
IN
V:
1.9
IN
V:
2.1
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SDx
SDx
D
D D
SD
x
SD
x
SD
x
EU
x
EU
x
EU
x
EU
x
EU
x
EU
x
EU
x
EU
x
F.F. EL. 8.15
AC
UNIT
AC UNIT
GRAVEL
F.F. EL. 8.60
F.F. EL. 8.76
STEAM TRENCH
SD CB
TOP:6.91
INV OUT:5.59(N)
SD MH
TOP:7.45
INV IN:4.35(SW)
INV IN:2.97(NE)
INV OUT:-0.55(N)
D
SD CB
TOP:7.18
INV OUT:DNL
ELEC MH
TOP:7.49
EUx EUx
EUx EUx
EUx EUx
EUx
EU
x
EU
x
EUx EUx
EUx EUx
EUx EUx
EUx
S
FORMER
BUILDING 435
FOOTPRINT
FORMER
BUILDING 483
FOOTPRINT
EUx
EUx
EUx
EUx
EUx
EUx
EUx EUx
EUx EUx
EUx EUx EUx
FIRE CONTROL BOX
SD MH
TOP:7.69
INV IN:-0.56(N)
INV IN:2.19(NE)
INV IN:4.64(SE)
INV OUT:-0.71(S)
SD CB
TOP:7.24
INV OUT:DNL
TOP OF DEBRIS:4.69
EU
x
7'H C
HA
IN
LI
NK
F
EN
CE
ELEC MH 4193
TOP:11.32
DIRT
ELEC VAULT
TOP:12.67
METAL PLATFORM
SD MH
TOP:9.11
INV IN:3.01(N)
INV IN:6.67(NE)
INV IN:5.66(E)
INV IN:6.81(SE)
INV OUT:2.95(W)
8"
SD
VALVE
TOP:9.08
SD MH
TOP:9.04
INV IN:0.42(N)
INV IN:2.66(E)
INV IN:5.65(SE)
INV OUT:0.44(S)
"S
D
RC
P
8"SD PVC
"S
D
RC
P
SS MH
TOP:8.23
INV IN:2.02(S)
INV IN:4.57(W)
INV OUT:1.97(N)
8"
SS ST
L
"S
D
ST
L
6"SD
STEEL
PLATE
SD MH
TOP:8.38
INV IN:-0.82(N)
INV IN:1.24(W)
INV OUT:-1.02(S)
12"
SD
HDPE
"S
D
RC
P
"S D
RC
P
WV
TOP:7.75
CONC
ELEC MH
TOP:7.68
22"
18.5" 22"
10" 13"12" 10"
10"
12"
12"
14" 10"
10"
10"
10"
12"
12"
8"
8"
8"10"
9"
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
Wx
Wx
Wx W x W x W x W x W x W x W x W x W x W x W x W x W x
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
EUx EUx EUx EUx EUx EUx EUx EUx
EUx EUx
Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx
Cx Cx Cx
C x
C x
ABAND 12"RW
ABAND 12"RW
ABAND 6"W
W x
W x
Wx Wx Wx Wx Wx
W x
W x
ABAND 4"W
4"W
(3) ABAND 3"FOIL(STL)
STEAM
TRENCH
STEAM
TRENCH
ABAND 10"SD
ABAND OIL WATER SEPARATOR (FILLED WITH SAND)
Wx Wx Wx Wx Wx Wx
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
Wx Wx Wx
W x
W x
W x
W x
W x
W
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
12"W
AB
AN
D 8"
W
12"W (FIRE)
FO
FUEL OIL MH
TOP:7.90
COULD NOT OPEN
SDx
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
8"SS
PVC
SS
x
SS
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
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EU
x
EU x
EU x
E
E
EU xEU x
SDx SDx
SDx
D
12" SD
DIP
SD MH
TOP:8.75
INV IN:2.77(W)
INV IN: 2.75 (S)
INV OUT: 2.75(E)
EUx
E
XXXXXX
X
ELEC MH
TOP:8.03
SD MH
TOP:8.33
INV IN:-2.45(N)
INV OUT:-2.41(SE)
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD CB
TOP:7.26
INV OUT:4.18(S)
8"
SD
S
TL
(P W
D)
SD CB
TOP:7.03
SD x
SD x
SD OUTFALL
INV 2.51
8"S
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(PWD)
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SS
T
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D) 8"
SS
T
CP
(P
W D)
SD CB
TOP:7.39
INV. OUT:3.01(S)
WV
TOP:7.92
TOP NUT:4.26
8" 4"EUx EUx EUx EUx EUx EUx EUx EUx EUx EUx EUx
EUx EUx
EUxCx Cx Cx
EUx EUx EUx EUx EUx
EUx EUx
SD CB
TOP:7.46
INV OUT:DNL
TOP OF GRATE:3.76±
ELEC MH
TOP:7.34
COMM MH
TOP:7.43
SD
x
SD
x
SD
x
SD
x
SD
x
EU
x
EU
x
EU
x
EU
x
EU
x
EU
x
EU
x
EU
x
EUx EUx EU
EU
x
EU
x
EU
x
EU
x
EU
x
EU
x
EU
x
EU
x
EU x
EU
x
WV
TOP:7.42
TOP NUT:4.70 WV
TOP:7.22
TOP NUT:4.80
WV
TOP:7.44
TOP NUT:5.81
WV
TOP:7.20
TOP DIRT:6.10
WV
TOP:7.24
TOP DIRT:5.71
6"S D
WV
TOP:7.50
TOP NUT:5.50
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
Wx
W x
W x
W x
W x
AB
AN
D
ST
M/
CO
ND
W x
UK UK UK UK UK
AB
AN
D 2"
C
ON
D
ABAND 3" AIR
SD MH
TOP:7.62
INV IN: -0.78(N)
INV IN:1.22(W)
INV OUT: -0.68(S)
"S
D
RC
P
E
E
ELEC MH
TOP:8.33
COULD
NOT OPEN
E
ELEC MH
TOP:8.33
SD
x
SD
x
SD CB
TOP:7.45
INV OUT:DNL
TOP OF HOOD:4.89
TOP OF DEBRIS:2.05
SD CB
TOP:7.67
INV OUT:1.32±
TOP OF HOOD:4.57
8.06 7.96
7.85 7.66
CONC
WV
TOP:7.60
TOP NUT:5.76
"W
(F
IR
E)
WM
WATER METER PIT
TOP:7.93
FILLED WITH WATER
BOTT:-0.67
STEEL
HATCH
TOP:7.7±
WV
TOP:8.57
TOP NUT:5.17
WV
TOP:8.25
TOP NUT:4.13
WV
TOP:8.28
TOP NUT:4.01
GRAVEL
WV
TOP:7.64
TOP NUT:5.55
S
CO
CO
CO
CO
SD
x
SD
x
SD
x
SDx
SDx
SDx
SDx
SDx
6"
SD
8"
SD
8"SD
W x
W x
Wx
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W x
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SSx
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D
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SS
x
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Wx
W x
W x
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x
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x
EU
x
EU
x
EU
x
EU
x
SSx
SSx
Wx Wx
Wx Wx
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UK
UK
W x
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EU
x
W x
Wx Wx
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U K
U K
U K
U K
U K
U K
EUx EUx
EUx EUx EUx
GRAVEL
GRAVEL
GRASS
GRAVEL
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X X X X X
12"W (FIRE)
ABAND ELEC
AC
UNITCONC
F.F. EL. 9.37
F.F. EL. 9.26
VERT. BM 'D'
EL:11.01'
6"W
ELEC MH '77L'
TOP:8.74
ABND ELEC MH
TOP:9.15
ELEC MH '77K'
TOP:9.29
SD MH
TOP:9.40
INV IN:1.50(W)
INV IN:4.20(W)
INV IN:2.20(W)
INV IN: 1.60(S)
INV IN:3.65(N)
INV OUT: 1.60(E)
TOP:10.15
36" UNDERGROUND
TOWER WATER SUPPLY
TOWER WATER RETURN
CABLE TRAY
SUPPORT
COLUMN (TYP)
OVERHEAD
CABLE TRAY
CONC WALL
SD CB
TOP:7.58
INV OUT:3.78(W)
WRA310
N 212599.0550 E 2693473.4660
EL:8.57'
WRA701
N 212427.2980 E 2693251.0430
EL:7.74'
6"
DIP
X
E
6" W
Wx Wx Wx Wx Wx
Wx Wx Wx Wx 6"W
6"W
Wx
8"W
(FIRE)
UK
UK
UK
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x
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W W
W W
W
W
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CONC WALK
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SD
x
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SD
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SD
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U E
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x
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x
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ELEC MH 662
TOP:7.88
W x
W x
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W x
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W x
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(A
BA
ND
NO WIRES, CABLES,
OR CONDUITS
OBSERVED IN VAULT
T
X X
X X
SD MH
TOP:7.70
INV IN:1.58(E)
INV IN:-1.76(N)
INV OUT:-2.22(S)
SD CB
TOP:7.21
WV
TOP:7.83
TOP NUT:6.13
4"W
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E
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FORMER COOLING
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CONC DUCTBANK RISER
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
SY
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DE
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AP
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DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231
D D
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LB
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A M
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S
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GRAPHIC SCALE
0 20' 40'
SCALE: 1" = 20'-0"
10'
UTILITY DEMOLITION PLAN
SCALE: 1" = 20'-0"A1
CJK CJK BWJ
UT
ILI
TY
D
EM
OL
IT
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PL
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AS NOTED
12921972
3CD102
GENERAL SHEET NOTES
SHEET KEYNOTES
1. REFER TO SHEET 3C001 FOR GENERAL CIVIL NOTES AND SHEET 3C002 FOR
LEGENDS AND ABBREVIATIONS.
2. REFER TO SHEET 3B101 FOR SOIL BORING LOCATIONS.
3. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES THAT IMPACT NSWCPD
VEHICLE PATHS OR LAYDOWN AREA INSIDE THE NSWCPD FENCE LINE AND
OUTSIDE PRIMARY AREAS OF WORK MUST BE COORDINATED WITH THE
CONTRACTING OFFICER A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE
AND APPROVED BY NSWCPD. STEEL PLATE BRIDGING CAPABLE OF
WITHSTANDING HS-20 TRAFFIC LOADING IS REQUIRED ON ALL OPEN
EXCAVATIONS THAT IMPACT NSWCPD VEHICLE PATHS.
4. ALL NSWCPD ITEMS STORED WITHIN PRIMARY AREAS OF WORK LOCATED
EXTERIOR OF BUILDING 77H NOT INDICATED TO BE DISPOSED OF BY THE
CONTRACTOR AND NEED TO BE REMOVED FROM THE SITE BY THE
GOVERNMENT MUST BE COORDINATED WITH THE CONTRACTING OFFICER A
MINIMUM OF TEN (10) WORKING DAYS IN ADVANCE.
5. DOMINION ENERGY AND PIDC-PAID ARE RESPONSIBLE FOR THE
MAINTENANCE AND UPKEEP OF THE EXISTING SITE LIGHTING FIXTURES
ALONG LEAGUE ISLAND BLVD. COORDINATE WITH DOMINION ENERGY FOR
DISCONNECTION AND REMOVAL OF EXISTING LIGHT POLE AND LIGHTING
BRANCH CIRCUITS.
6. REFER TO SHEET 3CD101 FOR SITE DEMOLITION PLAN AND 3CD103 FOR
SUBSURFACE FOUNDATION DEMOLITION PLAN.
1. CUT AND REMOVE 6" WATER.
2. CUT AND REMOVE ABANDONED 4" WATER.
3. REMOVE ABANDONED FIRE CONTROL BOX AND APPURTENANCES.
4. REMOVE ABANDONED 3" STEAM PIPE.
5. REMOVE ABANDONED 6" WATER.
6. REMOVE ABANDONED 2" WATER.
7. REMOVE BURIED ELECTRIC CONDUIT.
8. REMOVE (3) ABANDONED 3" FUEL OIL PIPES.
9. BUILDING 77H PERIMETER SECURITY IMPROVEMENTS (NOT IN CONTRACT).
REFER TO SHEET 3G005 FOR MORE INFORMATION.
10. REMOVE CONCRETE STEAM TRENCH (WALLS, FLOOR, TOP SLAB, ACCESS
COVERS) AND ABANDONED PIPING. PIPE INSULATION ON ABANDONED
STEAM AND CONDENSATE PIPING AND ANY SEDIMENT AND STANDING
WATER INSIDE THE STEAM TRENCH MAY CONTAIN ASBESTOS CONTAINING
MATERIALS (ACM). CUT AND CAP PIPES AT NEAREST SUPPORT TO THE
DEMOLITION EXTENTS SHOWN TO ACCOMMODATE BULKHEAD. FOR BIDDING
PURPOSES, ASSUME THE FOLLOWING WILL REQUIRE REMOVAL AND
DISPOSAL:
· 100 LINEAR FEET OF 10" DIAMETER PIPE WITH ACM INSULATION
APPROXIMATELY 3" THICK.
· 100 LINEAR FEET OF 4" DIAMETER PIPE WITH ACM INSULATION
APPROXIMATELY 2" THICK.
· 100 LINEAR FEET OF 8" DIAMETER PIPE
· 10 LINEAR FEET OF 4" DIAMETER PIPE
· 10 LINEAR FEET OF 3" DIAMETER PIPE WITH ACM INSULATION
APPROXIMATELY 2" THICK.
· 10 LINEAR FEET OF 1 1/2" DIAMETER PIPE WITH ACM INSULATION
APPROXIMATELY 2" THICK.
· 90 LINEAR FEET OF CONCRETE TRENCH: 6" WALL THICKNESS, 54"W X
36"H INTERIOR.
11. REMOVE UNKNOWN UTILITY. CONTRACTOR TO VERIFY UTILITY IS
ABANDONED AND NOT IN ACTIVE SERVICE PRIOR TO REMOVAL.
IMMEDIATELY NOTIFY THE CONTRACTING OFFICER IF UTILITY IS FOUND TO
BE ACTIVE.
12. REMOVE ABANDONED 36" COOLING WATER PIPE.
13. REMOVE ABANDONED 3" AIR.
14. REMOVE ABANDONED WATER VALVE AND ROADWAY BOX.
15. REMOVE ABANDONED 2" CONDENSATE PIPE.
16. REMOVE 1" DIA. DIRECT-BURIED STEEL CONDUIT (EMPTY).
17. LBES UTILITY FEED INFRASTRUCTURE (NOT IN CONTRACT).
18. CUT AND REMOVE ABANDONED 12" STORM DRAIN AND PLUG END OF PIPE
TO REMAIN. SEE DETAIL C4/3C502.
19. CONSTRUCT BULKHEAD WITH 8"X8"X16" CMU AT END OF THE REMAINING
STEAM TRENCH. PROVIDE CEMENT PARGING ON EXTERIOR OF THE
BULKHEAD. BACKFILL AND COMPACT RESULTING EXCAVATION WITH
BACKFILL AND FILL MATERIAL. SEE DETAIL C3/3C502.
20. REMOVE 6" STORM DRAIN.
21. REMOVE AND RELOCATE CTF POD CONTROL CIRCUIT. REFER TO SITE PLAN
A1/3E204.
22. DISCONNECT, REMOVE AND DEMOLISH LIGHT POLE AND LIGHT FIXTURE.
RETAIN EXISTING POWER BRANCH CIRCUIT CONDUCTORS. EXISTING
BRANCH CIRCUIT CONDUCTORS AND CONDUIT WILL BE RETAINED FOR
REUSE. MAINTAIN CONTINUITY OF EXISTING EXTERIOR LIGHTING BRANCH
CIRCUIT AND EXTERIOR LIGHTING CONTROLS.
23. REMOVE 4" WATER.
24. REMOVE CONCRETE FORMING TUBE.
25. REMOVE 8" ROOF DRAIN.
26. REMOVE ABANDONED 6" PIPE.
27. REMOVE ABANDONED 2" PIPE.
28. LIGHT POLE AND LIGHT FIXTURE TO BE DISCONNECTED AND REMOVED BY
UTILITY PROVIDER. ONCE REMOVAL BY UTILITY PROVIDER IS COMPLETED,
REMOVE CONCRETE FOUNDATION FOR LIGHT POLE.
29. UTILITY PROVIDER MUST DEMOLISH AND REMOVE 8-WAY CONCRETE
ENCASED DUCTBANK FLUSH WITH CTF POD AND ELECTRIC MANHOLE 4193
AND SEAL/PLUG REMAINING PENETRATIONS AT EACH STRUCTURE. REFER
TO SHEET 3G010 FOR SEQUENCE OF CONSTRUCTION FOR WORK AT THE
CTF POD/DUCTBANK.
SHEET LEGEND
REMOVE SITE/UTILITY FEATURE AS NOTED
REMOVE CONCRETE STEAM TRENCH
ABANDON UTILITY IN-PLACE
A
AM
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PROFESSIONAL
REGISTEiEO
ANTHONYOLSEN
ENGII'IEER
ENGINEEB
f,o PE09git60
APPROVED BY: ROB SHERIDAN
NSWCPD CODE 1021, NSA
MECHANICSBURG, PA, PNYA
X X
X X X X X X
X X
X X
X X
X X
X X
E
E
ELM
8"
CHAIN LINK
ELM
10"ELM
8"
7' HIGH7.67
7' HIGHCHAIN LINK
6.90
7.76 7.35
GRASS
DIRT
GRASS
GRASSGRASS
GRASS
E
XX
X X
X X
X X
X
GRASS
7'H C
HA
IN
LI
NK
F
EN
CE
GRASS/GRAVEL
E
GRAVEL
GRAVEL
E
E
F.F. EL. 8.15
AC
UNIT
AC UNIT
GRAVEL
F.F. EL. 8.60
F.F. EL. 8.76
FORMER
BUILDING 435
FOOTPRINT
FORMER
BUILDING 483
FOOTPRINT
FIRE CONTROL BOX
7'H C
HA
IN
LI
NK
F
EN
CE
DIRT
ELEC VAULT
TOP:12.67
METAL PLATFORM
STEEL
PLATE
CONC
22"
18.5" 22"
10" 13"12" 10"
10"
12"
12"
14" 10"
10"
10"
10"
12"
12"
8"
8"
8"10"
9"
ABAND OIL WATER SEPARATOR (FILLED WITH SAND)
E
E
E
XXXXXX
X
8" 4"
E
E
E
8.06 7.96
7.85 7.66
CONC
GRAVEL
GRAVEL
GRAVEL
GRASS
GRAVEL
X X X X X
AC
UNITCONC
F.F. EL. 9.37
F.F. EL. 9.26
VERT. BM 'D'
EL:11.01'
CONC WALL
WRA310
N 212599.0550 E 2693473.4660
EL:8.57'
WRA701
N 212427.2980 E 2693251.0430
EL:7.74'
X
E
XXXX
X
X X X X X X X X X X
GRAVEL
CONC WALK
CONC WALK
CO
NC
W
AL
K
CO
NC
W
AL
K
CONC WALK
10"
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
ENO WIRES, CABLES,
OR CONDUITS
OBSERVED IN VAULT
X X
X X
E
E
XX
X
X X
X
X X X X X X
X X
X
X
FORMER COOLING
TOWER FOOTPRINT
LE
AG
UE
IS
LA
ND
B
OU
LE
VA
RD
ADMIRAL PEARY WAY
BLDG 77H
BLDG
BLDG 485
COOLING TOWER
LBES POD
CTF
POD
X
X X
X
X X X
X X
X
X
BLDG 487
FI
LE
N
AM
E:
N
:\8
-0
\C
AD
D\
W P3
\C
AD
D\
UT
ILP
OW
R-
2- 3C
D1
.dw g
LA
YO
UT
N
AM
E:
La yo ut1 P
LO
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N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
RI
N G
S
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TE
M
S C
O M
M
AN
D
M
ID
-A
TL
AN
TI
C
AO
PS
NO
RT
H
NO
RF
OL
K
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
IR
GI
NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231
D D
G (X
LB
TS
W
P 3:
E -C
A M
P U
S
PH
ILA
DE
LP
HI
A
NA
VY
Y
AR
D
AN
NE
X
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
1733372
N4008525R2641
MRI/PJB
HPN
DE
PA
RT
ME
NT
O
F
TH
E
NA
VY
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
DLB
GRAPHIC SCALE
0 20' 40'
SCALE: 1" = 20'-0"
10'
SUBSURFACE FOUNDATION DEMOLITION PLAN
SCALE: 1" = 20'-0"A1
CJK CJK BWJ
SU
BS
UR
FA
CE
F
OU
ND
AT
IO
N
DE
MO
LIT
IO
N
PL
AN
AS NOTED
12921973
3CD103
SHEET LEGEND
GENERAL SHEET NOTES
SHEET KEYNOTES
1. REFER TO SHEET 3C001 FOR GENERAL CIVIL NOTES AND SHEET 3C002
FOR LEGENDS AND ABBREVIATIONS.
2. REFER TO SHEET 3B101 FOR SOIL BORING LOCATIONS.
3. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES THAT IMPACT NSWCPD
VEHICLE PATHS OR LAYDOWN AREA INSIDE THE NSWCPD FENCE LINE
AND OUTSIDE PRIMARY AREAS OF WORK MUST BE COORDINATED WITH
THE CONTRACTING OFFICER A MINIMUM OF FIVE (5) WORKING DAYS IN
ADVANCE AND APPROVED BY NSWCPD. STEEL PLATE BRIDGING CAPABLE
OF WITHSTANDING HS-20 TRAFFIC LOADING IS REQUIRED ON ALL OPEN
EXCAVATIONS THAT IMPACT NSWCPD VEHICLE PATHS.
4. ALL NSWCPD ITEMS STORED WITHIN PRIMARY AREAS OF WORK LOCATED
EXTERIOR OF BUILDING 77H NOT INDICATED TO BE DISPOSED OF BY THE
CONTRACTOR AND NEED TO BE REMOVED FROM THE SITE BY THE
GOVERNMENT MUST BE COORDINATED WITH THE CONTRACTING OFFICER
A MINIMUM OF TEN (10) WORKING DAYS IN ADVANCE.
5. REFER TO SHEET 3CD101 FOR SITE DEMOLITION PLAN AND 3CD102 FOR
UTILITY DEMOLITION PLAN.
REMOVE FOUNDATION
1. LOCATION, SIZE, GEOMETRY, AND EXTENT OF EXISTING UNDERGROUND
FOUNDATIONS ARE UNKNOWN. DEMOLISH FOUNDATIONS TO THE EXTENT
REQUIRED TO CONSTRUCT THE SITE AND UTILITY IMPROVEMENTS.
REFER TO STRUCTURAL DRAWINGS FOR INFORMATION ON EXISTING
PILES LOCATED WITHIN THE FORMER COOLING TOWER FOOTPRINT.
2. BUILDING 77H PERIMETER SECURITY IMPROVEMENTS (NOT IN
CONTRACT). REFER TO SHEET 3G005 FOR MORE INFORMATION.
3. LBES UTILITY FEED INFRASTRUCTURE (NOT IN CONTRACT).
4. DEMOLISH SHALLOW CONCRETE FOOTING FOUNDATIONS AT CTF POD.
REFER TO REFERENCE DRAWING "CTF 20MW CAPACITY ENHANCEMENT
DISTRIBUTION PACKAGE - S600" FOR ADDITIONAL INFORMATION ABOUT
THE EXISTING STRUCTURE.
5. DEMOLISH SHALLOW CONCRETE FOOTING FOUNDATIONS AT LBES POD.
REFER TO REFERENCE DRAWING "LBES 20MW CAPACITY ENHANCEMENT
DISTRIBUTION PACKAGE - S100" FOR ADDITIONAL INFORMATION ABOUT
THE EXISTING STRUCTURE.
AM
EN
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EN
T 0
/17 /25
W
RA
PROFESSIONAL
REGISTEiEO
ANTHONYOLSEN
ENGII'IEER
ENGINEEB
f,o PE09git60
APPROVED BY: ROB SHERIDAN
NSWCPD CODE 1021, NSA
MECHANICSBURG, PA, PNYA
X X
X X X X X X
X X
X X
X X
X X
X X
ELM
8"
CHAIN LINK
ELM
10"ELM
8"
7' HIGH7.67
7' HIGHCHAIN LINK
6.90
7.76 7.35
GRASS
AC
UNIT
AC UNIT
DIRT
CONC
10"
10"
12"
12"
14" 10"
10"
10"
10"
12"
12"
8"
8"
8"
9"
8" 4"
GRASS
AC
UNITCONC
VERT. BM 'D'
EL:11.01'
CABLE TRAY
SUPPORT
COLUMN (TYP)
OVERHEAD
CABLE TRAY
CONC WALL
WRA310
N 212599.0550 E 2693473.4660
EL:8.57'
WRA701
N 212427.2980 E 2693251.0430
EL:7.74'
CO
NC
W
AL
K
CO
NC
W
AL
K
CONC WALK
10"
X X
X X
E
CONC DUCTBANK RISER
(FROM CTF POD)
LE
AG
UE
IS
LA
ND
B
OU
LE
VA
RD
ADMIRAL PEARY WAY
BLDG 77H
BLDG
BLDG 485 BLDG
COOLING TOWER
LBES POD
CTF
POD
9TYP
6 11
2TYP
TYP
8 14
2TYP
XFMR
SWGR
CH
ILL
ER
S101A
AUX
S101B
FIT
S101B
AUX
S101A
FIT
S101AS101B
COOLING
TOWER
S-2
T-2 T-1
S-1
C-1
C-3
U-1 U-2
U-3
C-2
E-3
E-1
E-2
28.6'5.4'
.8'
.6'
28.0'
29.0'
22.1'
.3'
40.2'
42.6' CLEAR
5.3'
.0'
OV
HD
UT
ILI
TY
BR
ID
GE
5' R
3.0'
4.4'
2.83'
21(1) QP
FI
LE
N
AM
E:
N
:\8
-0
\C
AD
D\
W P3
\C
AD
D\
UT
ILP
OW
R-
2- 3C
2.d wg L
AY
OU
T
NA
ME
: L ay ou t1 P
LO
TT
ED
: W ed ne sd ay
, J un e 1 8, 9:2
4a m
US
ER
: c kid d
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
RI
N G
S
YS
TE
M
S C
O M
M
AN
D
M
ID
-A
TL
AN
TI
C
AO
PS
NO
RT
H
NO
RF
OL
K
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
IR
GI
NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231
D D
G (X
LB
TS
W
P 3:
E -C
A M
P U
S
PH
ILA
DE
LP
HI
A
NA
VY
Y
AR
D
AN
NE
X
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
1733372
N4008525R2641
MRI/PJB
HPN
DE
PA
RT
ME
NT
O
F
TH
E
NA
VY
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
DLB
GRAPHIC SCALE
0 20' 40'
SCALE: 1" = 20'-0"
10'
SITE PLAN
SCALE: 1" = 20'-0"A1
CJK CJK BWJ
SI
TE
P
LA
N
AS NOTED
12921975
3C102
SHEET LEGEND
GENERAL SHEET NOTES
SHEET KEYNOTES
BITUMINOUS CONCRETE PAVEMENT
CONCRETE PAVEMENT
ZONE AE, ELEV. 12.0
LIMIT OF MODERATE WAVE ACTION
ZONE AE, ELEV. 11.0
ZONE AE, ELEV. 10.0
SPECIAL FLOOD HAZARD AREAS SUBJECT TO
INUDATION BY THE 1% ANNUAL CHANCE FLOOD:
1. REFER TO SHEET 3C001 FOR GENERAL CIVIL NOTES AND SHEET 3C002
FOR LEGENDS AND ABBREVIATIONS.
2. REFER TO SHEET 3B101 FOR SOIL BORING LOCATIONS.
3. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES THAT IMPACT NSWCPD
VEHICLE PATHS OR LAYDOWN AREA INSIDE THE NSWCPD FENCE LINE AND
OUTSIDE PRIMARY AREAS OF WORK MUST BE COORDINATED WITH THE
CONTRACTING OFFICER A MINIMUM OF FIVE (5) WORKING DAYS IN
ADVANCE AND APPROVED BY NSWCPD. STEEL PLATE BRIDGING CAPABLE
OF WITHSTANDING HS-20 TRAFFIC LOADING IS REQUIRED ON ALL OPEN
EXCAVATIONS THAT IMPACT NSWCPD VEHICLE PATHS.
4. ALL NSWCPD ITEMS STORED WITHIN PRIMARY AREAS OF WORK LOCATED
EXTERIOR OF BUILDING 77H NOT INDICATED TO BE DISPOSED OF BY THE
CONTRACTOR AND NEED TO BE REMOVED FROM THE SITE BY THE
GOVERNMENT MUST BE COORDINATED WITH THE CONTRACTING OFFICER
A MINIMUM OF TEN (10) WORKING DAYS IN ADVANCE.
5. SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUDATION BY THE 1%
ANNUAL CHANCE FLOOD SHOWN ON THIS DRAWING WERE TAKEN FROM
FEMA FLOOD INSURANCE RATE MAP 4207570193H, PANEL 193 OF 230,
REVISED NOVEMBER 18, 2015.
1. E-HOUSE FOUNDATION. REFER TO STRUCTURAL DRAWINGS.
2. UTILITY BRIDGE FOUNDATION. REFER TO STRUCTURAL DRAWINGS.
3. 8" THICK GRAVEL PAVEMENT. SEE DETAIL A1/3C501.
4. EXTERIOR EQUIPMENT PAD. SEE DETAIL C4/3S006. PAD SIZE TO SUIT
EQUIPMENT.
5. BUILDING 77H PERIMETER SECURITY IMPROVEMENTS (NOT IN CONTRACT).
REFER TO SHEET 3G005 FOR MORE INFORMATION.
6. SWITCHGEAR VAULT. REFER TO STRUCTURAL DRAWINGS.
7. TRANSFORMER FOUNDATION. REFER TO STRUCTURAL DRAWINGS.
8. BITUMINOUS CONCRETE PAVEMENT. SEE DETAIL C1/3C501.
9. CONCRETE-FILLED GUARD POST. SEE DETAIL C3/3C501.
10. ABOVEGROUND 4" REDUCED PRESSURE BACKFLOW PREVENTION
ASSEMBLY IN PREFABRICATED HEATED ALUMINUM ENCLOSURE. SEE
DETAILS B1/3C505 AND B4/3C505.
11. LBES UTILITY FEED INFRASTRUCTURE (NOT IN CONTRACT).
12. CONCRETE SIDEWALK. SEE DETAIL A3/3C501.
13. CONCRETE CURB. SEE DETAIL C4/3C501.
14. 4" THICK GRAVEL PAVEMENT. SEE DETAIL A1/3C501.
15. CONCRETE PAVEMENT. SEE ENLARGED PLAN C1/3C401.
16. COOLING TOWER FOUNDATION. REFER TO STRUCTURAL DRAWINGS.
17. NOSE-DOWN CONCRETE CURB. SEE DETAIL B4/3C501.
18. WATER TREATMENT ENCLOSURE. REFER TO MECHANICAL DRAWINGS.
19. IN-FILL AREA BETWEEN CONCRETE CURB AND MOW STRIP BENEATH
CRASH RATED FENCE WITH CONCRETE, 4" THICK MIN.
20. RESTORE DISTURBED AREAS WITH TOPSOIL (4" MIN. THICKNESS), GRASS
SEED AND MULCH.
21. REFER TO PLANT SCHEDULE THIS SHEET AND DETAIL B1/3C501.
22. RELOCATED SALVAGED "NO PARKING" SIGN. PROVIDE SIGN SUPPORT IN
ACCORDANCE WITH PENNDOT PUBLICATION 111, STANDARD TC-8702B
FOR TYPE B POST-MOUNTED SIGN ON STEEL SQUARE POST.
23. RELOCATED LIGHT POLE. REFER TO SHEET 3C104.
24. INSTALL SALVAGED METAL PLATFORM ON NORTH SIDE OF CTF POD.
GRAVEL PAVEMENT
GRASS COVER
GENERAL LANDSCAPE NOTES
1. ALL PLANT MATERIALS, TOPSOIL, MULCH FERTILIZERS, SOIL AMENITIES,
PLANTING SUPPLIES AND METHODS MUST BE IN ACCORDANCE WITH LATEST
EDITION OF THE COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF
TRASPORTATION (PENNDOT) PUBLICATION 408 CONSTRUCTION
SPECIFICATIONS, SECTION 808 PLANTS, PLANTING AND TRANSPLANTING.
2. ALL PLANT MATERIALS MUST BE GUARANTEED FOR ONE FULL YEAR TO BE IN
HEALTHY GROWING CONDITION. PLANT MATERIALS WHICH DO NOT FULFILL
THIS GUARANTEE MUST BE REPLACED AT NO COST TO THE
GOVERNMENT/OWNER. REPLACEMENT MUST BE GUARANTEED
THROUGHOUT THE ORIGINAL GUARANTEE PERIOD. PLANTS THAT DIE WITHIN
60 DAYS MUST BE REPLACED IMMEDIATELY.
3. THE ONE YEAR PERIOD WILL BEGIN UPON GOVERNMENT/OWNER APPROVAL
OF PLANTING INSTALLATION. THE LANDSCAPE CONTRACTOR MUST ALSO
PROVIDE LANDSCAPE MAINTENANCE DURING THIS PERIOD.
4. THE LANDSCAPE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ALL
WATERING DURING CONSTRUCTION AND THROUGHOUT THE ONE YEAR
MAINTENANCE PERIOD.
KEY TREE QTY BOTANICAL NAME
COMMON NAME SIZE ROOT
QP 1 QUERCUS PHELLOS
WILLOW OAK
3"
CALIBER B & B
STAKEOUT DATA
POINT
# STRUCTURE POINT DESCRIPTION
COORDINATES
NORTHING EASTING
E-1
EHOUSE
PLATFORM
COLUMN GRID LINE
EB/E1 INTERSECTION 213425.78 2693229.92
E-2 COLUMN GRID LINE
EB/E11 INTERSECTION 213435.55 2693307.80
E-3 COLUMN GRID LINE
EJ/E1 INTERSECTION 213286.78 2693344.82
U-1
UTILITY BRIDGE
COLUMN GRID LINE
UA/U1 INTERSECTION 213265.78 2693232.05
U-2 COLUMN GRID LINE
UA/U2 INTERSECTION 213151.85 2693362.21
U-3 COLUMN GRID LINE
UD/U2 INTERSECTION 213136.97 2693243.60
C-1
COOLING
TOWER
PLATFORM
COLUMN GRID LINE
CTA/CT1 INTERSECTION 213453.13 2693333.96
C-2 COLUMN GRID LINE
CTC/CT1 INTERSECTION 213420.69 2693331.31
C-3 COLUMN GRID LINE
CTC/CT3 INTERSECTION 213358.80 2693339.17
T-1
TRANSFORMER
FOUNDATION
OUTSIDE FOUNDATION
CORNER - SOUTHWEST 213309.31 2693369.66
T-2 OUTSIDE FOUNDATION
CORNER - SOUTHEAST 213069.81 2693400.68
S-1 SWITCHGEAR
CONCRETE
VAULT
OUTSIDE VAULT CORNER
SOUTHWEST 213102.30 2693359.12
S-2 OUTSIDE VAULT CORNER
SOUTHEAST 213347.52 2693283.55
PLANT SCHEDULE
AM
EN
DM
EN
T 0
/17 /25
W
RA
PROFESSIONAL
REGISTEiEO
ANTHONYOLSEN
ENGII'IEER
ENGINEEB
f,o PE09git60
APPROVED BY: ROB SHERIDAN
NSWCPD CODE 1021, NSA
MECHANICSBURG, PA, PNYA
X
X X X X X X
X X
X X
X X
X X
X X
EC
C
E
E
7.21
7.89
6.93
7.91
7.41
8.22
8.43
7.63
8.06
8.19
8.30
7.57
7.49
8.19
8…
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