Drawings Revision-Amend 0005.pdf
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- Solicitation number
- N6247026R0015
About this file
This file contains amendment documents and specification sections for a Design-Bid-Build military construction project (MILCON P-732) for Electrical Distribution System Upgrades at Norfolk Naval Shipyard (NNSY) in Portsmouth, Virginia. Amendment 0005, dated February 20, 2026, extends the proposal due date, revises contract conditions, modifies liquidated damages and work completion clauses, adjusts evaluation Factor 3 (Schedule), updates the price proposal form, and revises specifications and drawings. The project specifications detail three major sections: Section 26 13 13 (Metal-Clad Switchgear), Section 26 13 14 (Switchgear House), and Section 28 10 05 (Electronic Security Systems).
The metal-clad switchgear must be 38 kV rated with 40,000 amperes symmetrical short-circuit capacity, include vacuum circuit breakers, protective relays (SEL brand), digital metering, and battery backup for 125 VDC control power. The prefabricated switchgear house must be a complete, self-contained skid-mounted assembly with stainless steel enclosure, structural steel base, insulated metal panels (U-factor 0.037 for roof, 0.050 for walls), HVAC system with N+1 redundancy, interior and exterior LED lighting, fire alarm system, and eyewash station. The electronic security system must integrate intrusion detection, access control (supporting Common Access Cards and DBIDS), video surveillance with IP cameras and network video recorder (minimum 30 days storage at 6 fps), encrypted communications, and surge protection. All equipment requires seismic certification per ICC ES AC156, grounding systems not exceeding 5-10 ohms resistance, and comprehensive factory acceptance testing led by the switchgear manufacturer. The contractor must provide training for 10 personnel and submit as-built drawings, warranties covering 20 years for the building system and 3 years for ESS workmanship, and compliance certifications for cybersecurity and NDAA requirements.
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Bid Amendment to Submittal Dated 17 September 2025
To: NAVFAC Atlantic
Ross Lambert / Christopher Krus
6506 Hampton Boulevard, Bldg. A
Norfolk, VA 23508
Modification: ECN0002
Requested By: MN-BMcD ML
JV
Date Issued: 02/20/2026
Subject: FY26 P-732 Electrical Distribution System Upgrades Gosport Tie Station: ECN0001
Contract No.: N40085-22-D-0047
Task Order No.: N6247024F4169 eProjects Work Order No.: 1827988
Project Location: Norfolk Naval Shipyard, Portsmouth, VA
Specification Reference: See Below
Drawing Reference: See Below
Description of Scope Change:
This Modification is being issued to:
1. Address Pre-Proposal Inquiries
DRAWINGS:
On NAVFAC Dwg No. 14153781 (G-103)
Sheet Key Notes. Modify Note 2.3 to replace “OVERHEAD” with “UNDERGROUND”
On NAVFAC Dwg No. 14153783 (G-105)
Updated Drawing. Updated structure visual.
On NAVFAC Dwg No. 14153784 (G-106)
On NAVFAC Dwg No. 14153785 (G-107)
Ross.Lambert Rectangle
On NAVFAC Dwg No. 14153786 (G-108)
On NAVFAC Dwg No. 14153812 (CS101)
On NAVFAC Dwg No. 14153813 (CS102)
On NAVFAC Dwg No. 14153822 (CG101)
On NAVFAC Dwg No. 14153823 (CG102)
On NAVFAC Dwg No. 14153836 (CU101)
On NAVFAC Dwg No. 14153837 (CU102)
On NAVFAC Dwg No. 14153910 (E-802)
Sheet Key Notes. Delete second sentence of keynote 1.
On NAVFAC Dwg No. 14153919 (ED504)
Detail A1 Manhole Foldout Demolition Detail – MH-2004 currently shows feeder from CHP to DISTB-G/S-4 as existing to remain. Revise to show feeder as cut and retain for future splice.
On NAVFAC Dwg No. 14153925 (ES101)
Modified manhole wall thickness for manholes MH-3010, 3011, 3013, MH-1A, and MH-1B. Modify keynotes 3, 4, 5, and 8 to match new manhole dimensions.
On NAVFAC Dwg No. 14153926 (ES102)
Modified manhole wall thickness for manholes MH-3012, and MH-3014. Modify keynotes 1, and 5 to match new manhole dimensions.
On NAVFAC Dwg No.14153974 (TS201)
Updated sheet note #3 to reference TY701 in lieu of TY801.
On NAVFAC Dwg No.14153992 (TY503)
1. Updated detail A1 detail callout from TY503 to TY503.
2. Updated detail A4 detail callout from TY504 to T-501.
SPECIFICATIONS:
Specification 26 13 13 Metal-Clad Switchgear
Revised references to ANSI C37.20.02 (2015) IEEE Standard for Metal-Clad Switchgear to IEEE C37.20.02 (2022) throughout. Revised references to IEEE C57.13 (2016) IEEE Standard for Instrument Transformers to IEEE C57.13 (2016) throughout.
Specification 26 13 14 Switchgear House
Updated section 1.3.1 last paragraph reference from Section 25 10 10 to Section 25 10 11.
Specification 28 10 05 Electronic Security System (ESS):
Updated section 2.1 to state that the existing ESS systems are manufactured by Lenel.
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10"FW
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10"FW 10"FW
10"FW 12"FW12"FW
12"FW
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10"FW (QLD)
12"FW
12"FW
12"
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12"
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10"FW
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12"FW
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MH-1537
MH-638
MH-2002
MH-2001
MH-667
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X X
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AS NOTED
14153781
G-103
GRAPHIC SCALE(S)
1" = 50'
D
EP
AR
TM
EN
T
O F
TH
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N
AV
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A
B
C
D
1 2 3 4 5
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N
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AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
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BY MEMO
9/17/25
CJK/RJL
W.B. FORBES, PE
DSN
1827988
N/A
PHASE 3: WORK LIMITS NOTES
NORTH
PLAN
1" = 50'
SITE PHASING PLAN - PHASE 3A1
FOUNDATION PREPERATION AREA
50' 100'0
LEGEND
MAINTAIN ACCESS
TEMPORARY CONSTRUCTION FENCE
LAYDOWN AREA
CHAIN LINK FENCE WITH BARBED WIRE
JERSEY BARRIER
EXISTING
DOMINION ENERGY GOSPORT
SUBSTATION SEE NOTE 4.2
EXISTING NAVY GOSPORT TIE
STATION. SEE NOTE 4.1
EMERGENCY SITE
ACCESS. SEE
NOTES 4.3 AND 4.4
EXISTING COMBINED HEAT
AND POWER PLANT (CHP).
SEE NOTE 4.4
EXISTING RDF FIRE
PUMP STATION
HOUSE. SEE NOTE 4.3
EXISTING POLE AND
LIGHT FIXTURE SEE
NOTE 2.4
EXISTING POLE
AND LIGHT
FIXTURE SEE
NOTE 2.4
1. PROTECT THE FOLLOWING EXISTING UTILITIES IN THIS PHASE
1.1. OVERHEAD OPEN AIR DOMINION FEEDER BUS STRUCTURES ARE
EXISTING TO REMAIN AND REQUIRED FOR CONTINUED OPERATION
OF EXISTING GOSPORT TIE STATION DURING CONSTRUCTION. DO
NOT DEMOLISH IN THIS PHASE.
1.2. DO NOT DEMOLISH EXISTING TO REMAIN RDF FEEDER.
1.3. DO NOT DEMOLISH OVERHEAD RDF FEEDER.
1.4. DO NOT DEMOLISH LIGHT POLE OR FIXTURE.
2. WORK INCLUDED IN THIS PHASE
2.1. DEMOLISH EXISTING OVERHEAD LIGHTING CIRCUIT.
2.2. EXISTING UNDERGROUND RDF FEEDER. DEMOLISH EXISTING
UNDERGROUND FEEDER CIRCUIT AND ASSOCIATED DUCTBANK
FROM EXISTING RISER POLE TO EXISTING MANHOLE MH-2003.
DEMOLISH ABOVE GROUND PORTION OF EXISTING CIRCUIT ON
EXISTING DEAD-END RISER POLE. EXISTING UNDERGROUND
DOMINION FEEDER A AND FEEDER B. DEMOLISH FROM EXISTING
MANHOLES MH-2001 AND MH-2002 TO EXISTING GOSPORT TIE
STATION AND FROM EXISTING MANHOLES MH-2001 AND MH-2002
TO EXISTING NAVY GOSPORT SWITCH YARD OVERHEAD BUS
STRUCTURE. EXISTING OVERHEAD BUS STRUCTURE MUST REMAIN
UNTIL PHASE 4 DEMOLITION.
2.3. DEMOLISH PORTION OF EXISTING UNDERGROUND CIRCUIT
INDICATED THAT CROSSES SOUTH THROUGH EXISTING NAVY
GOSPORT SWITCH YARD.
2.4. DEMOLISH PORTION OF EXISTING OVERHEAD LIGHTING CIRCUIT
AS INDICATED.
2.5. DEMOLISH COMPLETELY FROM EXISTING MANHOLE MH-638 TO
MH-667.
2.6. REROUTE EXISTING WATERLINE AND EXISTING SANITARY
FORCEMAIN.
2.7. PREPARE SITE FOR FOUNDATION CONSTRUCTION. PROVIDE
GROUNDING GRID.
3. MAINTAIN TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES.
4. MAINTAIN ACCESS IN THE FOLLOWING EXISTING AREAS AND FACILITIES
THROUGHOUT CONSTRUCTION:
4.1. NAVY GOSPORT TIE STATION
4.2. DOMINION ENERGY GOSPORT SUBSTATION
4.3. RDF FIRE PUMP STATION HOUSE
4.4. COMBINED HEAT AND POWER PLANT
4.5. GOSPORT SUBSTATION BUILDING
4.6. PEDESTRIAN ACCESS TO THE EXISTING PEDESTRIAN BRIDGE
5. DO NOT DEMOLISH EXISTING MANHOLES MH-1537, MH-638, AND MH-667.
6. PROTECT EXISTING LIGHT POLES IN THE CHP PARKING LOT.
7. MAINTAIN TEMPORARY UTILITIES AS REQUIRED.
8. PROVIDE CONSTRUCTION SITE PLAN PER SPECIFICATION 01 50 00.00 22
EXISTING OVERHEAD LIGHTING
CIRCUIT. SEE NOTES 1.2 AND 2.1
EXISTING OPEN AIR DOMINION
FEEDER BUS STRUCTURE. SEE
NOTE 1.1
EXISTING RDF FEEDER.
SEE NOTES 1.3 AND 2.2
EXISTING UNDERGROUND
DOMINION FEEDERS A AND
B. SEE NOTES 1.1 AND 2.3
EXISTING OVERHEAD CIRCUITS.
SEE NOTES 1.4 AND 2.4.
EXISTING MEDIUM VOLTAGE
FEEDER TO SOUTHGATE. SEE
NOTES 2.5
EXISTING MH
2001 AND MH2002
REROUTE EXISTING
UTILITIES SEE NOTE 2.6
EXISTING GOSPORT
SUBSTATION BLDG.
SEE NOTE 4.5
REMOVE EXISTING GROUNDING GRID
EXISTING MANHOLE.
SEE NOTE 5
EXISTING MANHOLES.
SEE NOTE 5
EXISTING CHP PARKING LOT.
SEE NOTE 6
PEDESTRIAN PATHWAY.
SEE NOTE 4.6
REMOVE GROUNDING
GRID SEE NOTE 2.7
APPROXIMATE TEMP
CONSTRUCTION
FENCE GATE
LOCATION
APPROXIMATE TEMP
CONSTRUCTION
FENCE GATE
LOCATION
APPROXIMATE TEMP
CONSTRUCTION
FENCE GATE
LOCATION
APPROXIMATE TEMP
CONSTRUCTION
FENCE GATE
LOCATION
APPROXIMATE TEMP
CONSTRUCTION
FENCE GATE
LOCATION
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CB #7054
RIM=102.37
INV=100.77(NW)
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R/R TRACKS
R/R TRACKS
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R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
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R/R TRACKS
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DALE ST.
DALE ST.
DALE ST.
DALE ST.
DALE ST.
DALE ST.
WEAVER ST.
ELM AVE.
ELM AVE.
ELM AVE.
BU
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2.8
2.9
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EOI
EOI
12"FW
6"SW
STRUCTURES FOUND IN
FIELD SIGNIFICANTLY
DIFFERENT FROM RECORDS.
NOT ALL LINES SHOWN.
ELEC. DUCT SHOWN
STOPPING IN THIS AREA
ON RECORDS.
E
E
E
E E
EE
UP
UP
UP
RISER
R
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E E
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R
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E E E E
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E E E E
EE
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10"FW
10"FW
10"FW
10"FW
7"
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7"
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10"FW
10"FW
10"FW
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10"FW
10"FW
12"FW
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BA
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12"FW
10"FW (QLD)
12"FW
12"FW
12"
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12"
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DOMINION
SUBSTATION
WV
WV
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12"FW (QLD)
SAN
SAN
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E
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E E
E E
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E
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HB
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SL
6"
SW
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12"FW
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E
SL
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SAN SAN SAN SAN SAN SAN
12"SW (ABAND.) 12"SW (ABAND.)
12"SW (ABAND.)
6"(QLD)
6" (Q
LD
6" (Q
LD
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STUB
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CT
DUCT
(QLD)
(QLD)
(QLD)
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DUCT
DU
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NO
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FO
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MH-2003
MH-1537
MH-638
MH-667
SANSAN
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SAN
SAN
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E E
E E
E E
E
E
EE
E
E E
E E
E E E E E
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
D
D
G
G
G G
G G G
G G
G G
G G G
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G G
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MH-3001
MH-3004
MH-3007
MH-3002
MH-3005
MH-3008
MH-3003MH-3006MH-3009
HH-1
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MH-3014
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MH-3011 MH-3013
HH-1C
HH-1
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HH-1
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WW
W
W
W
W
W
W
W
W
WW
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W
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W
W
W
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N
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W
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W
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N
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P H
AS
IN
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LA
N
PH
AS
E
RHS RHS MLC
AS NOTED
14153783
G-105
50' 100'0 1" = 50'
GRAPHIC SCALE(S) D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- A
TL
AN
TI
C
LA
NT
D
C
CO
RE
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X
- N
OR
FO
LK
, V A
NO
RF
OL
K
NA
VA
L S
HI
PY
AR
D
PO
RT
SM
OU
TH
, V
IR
GI
NI
A
EL
EC
TR
IC
AL
D
IS
TR
IB
UT
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N
SY
ST
EM
U
PG
RA
DE
S G
O
SP
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RT
T
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S
TA
TI
O
N
BY MEMO
9/17/25
CJK/RJL
W.B. FORBES, PE
DSN
1827988
N/A
PHASE 5: WORK LIMITS NOTES
NORTH
PLAN
1" = 50'
SITE PHASING PLAN - PHASE 5A1
LEGEND
MAINTAIN ACCESS
LAYDOWN AREA
CHAIN LINK FENCE WITH BARBED WIRE
JERSEY BARRIER
EXISTING
DOMINION ENERGY GOSPORT
SUBSTATION SEE NOTE 3.2
EMERGENCY SITE
ACCESS. SEE
NOTES 3.3 AND 3.4
EXISTING COMBINED HEAT
AND POWER PLANT (CHP).
SEE NOTE 3.4
EXISTING RDF
FIRE PUMP
STATION HOUSE.
SEE NOTE 3.3
1. WORK INCLUDED IN THIS PHASE
1.1. ALIGN THE UNDERGROUND DUCTBANK CONDUCTORS WITH THE
SWITCHGEAR CUBICAL ARRANGEMENT AND CONFIRM THE
ALIGNMENT WITH EACH SWITCHGEAR TERMINATION SECTION.
1.2. PROVIDE GOSPORT TIE STATION CABLE VAULT AND PLATFORM
AND ASSOCIATED MANHOLES AND DUCTBANKS.
1.3. PROVIDE PREFABRICATED SWITCHGEAR HOUSE, AND PROVIDE
TEMPORARY POWER.
1.4. FULLY ASSEMBLE AND RETEST GOSPORT TIE STATION.
1.5. PROVIDE UTILITIES INDICATED.
2. MAINTAIN TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES.
3. MAINTAIN ACCESS IN THE FOLLOWING EXISTING AREAS AND FACILITIES
THROUGHOUT CONSTRUCTION:
3.1. NAVY GOSPORT TIE STATION
3.2. DOMINION ENERGY GOSPORT SUBSTATION
3.3. RDF FIRE PUMP STATION HOUSE
3.4. COMBINED HEAT AND POWER PLANT
3.5. GOSPORT SUBSTATION BUILDING
3.6. PEDESTRIAN ACCESS TO THE EXISTING PEDESTRIAN BRIDGE
4. PROTECT EXISTING LIGHT POLES IN THE CHP PARKING LOT.
5. PROVIDE CONSTRUCTION SITE PLAN PER SPECIFICATION 01 50 00.00 22
EXISTING NAVY GOSPORT TIE
STATION. SEE NOTE 3.1
EXISTING GOSPORT
SUBSTATION BLDG.
SEE NOTE 3.5
EXISTING CHP PARKING LOT.
SEE NOTE 4
PEDESTRIAN PATHWAY.
SEE NOTE 3.6
APPROXIMATE TEMP
CONSTRUCTION FENCE
GATE LOCATION
APPROXIMATE TEMP
CONSTRUCTION FENCE
GATE LOCATION
APPROXIMATE TEMP
CONSTRUCTION FENCE
GATE LOCATION
APPROXIMATE TEMP
CONSTRUCTION FENCE
GATE LOCATION
APPROXIMATE TEMP
CONSTRUCTION FENCE
GATE LOCATION
UP
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DALE ST.
DALE ST.
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ELM AVE.
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ELM AVE.
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12"FW
6"SW
STRUCTURES FOUND IN
FIELD SIGNIFICANTLY
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NOT ALL LINES SHOWN.
ELEC. DUCT SHOWN
STOPPING IN THIS AREA
ON RECORDS.
E
E
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E E
EE
UP
UP
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RISER
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R
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SAN SAN SAN SAN SAN SAN
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12"SW (ABAND.)
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6" (Q
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MH-1537
MH-638
MH-667
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SAN
SAN
SAN
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E E
E E
E E
E
E
EE
E
E E
E E
E E E E E
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
D
D
G
G
G G
G G G
G G
G G
G G G
G G
G G
G
G
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C
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MH-3004
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MH-3002
MH-3005
MH-3008
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MH-3011 MH-3013
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W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
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W
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W
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N
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AS
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AS
E
RHS RHS MLC
AS NOTED
14153784
G-106
80' 160'0 1" = 50'
GRAPHIC SCALE(S)
LEGEND
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- A
TL
AN
TI
C
LA
NT
D
C
CO
RE
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X
- N
OR
FO
LK
, V A
NO
RF
OL
K
NA
VA
L S
HI
PY
AR
D
PO
RT
SM
OU
TH
, V
IR
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NI
A
EL
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TR
IC
AL
D
IS
TR
IB
UT
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N
SY
ST
EM
U
PG
RA
DE
S G
O
SP
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IE
S
TA
TI
O
N
BY MEMO
9/17/25
CJK/RJL
W.B. FORBES, PE
DSN
1827988
N/A
PHASE 6: WORK LIMITS NOTES
NORTH
PLAN
1" = 50'
SITE PHASING PLAN - PHASE 6A1
MAINTAIN ACCESS
LAYDOWN AREA
CHAIN LINK FENCE WITH BARBED WIRE
JERSEY BARRIER
1. WORK INCLUDED IN THIS PHASE
1.1. PROVIDE UTILITIES INDICATED.
1.2. PROVIDE CONDUCTORS FROM DEMARCATION MANHOLE TO
DOMINION ENERGY'S RISER STRUCTURES AND CONNECT
DOMINION ENERGY DUCTBANK INTO MANHOLES. REFER TO SHEET
ES105.
1.3. PROVIDE DOMINION ENFORCED EQUIPMENT AND DEVICES. REFER
TO SHEET E-003.
1.4. COORDINATE WITH DOMINION FOR PERMANENT POWER TO
GOSPORT TIE STATION.
1.5. AFTER ESTABLISHING PERMANENT POWER, ALLOW 60 DAYS TO
INCORPORATE ELECTRONIC SECURITY SYSTEM (ESS) INTO
EXISTING NNSY ESS. ESS MUST BE ACTIVE BEFORE STARTING THE
CUTOVER SEQUENCE. MAKE UP EXTERNAL CONNECTIONS,
RACEWAYS, TERMINATIONS, AND PREPARE CABLES AT SPLICE
POINTS BEFORE PERFORMING CUT OVER SEQUENCE. REFER TO
CUT OVER SEQUENCE LOCATED IN SPECIFICATION 01 50 00.00 22
APPENDIX A.
1.6. PROTECT ACTIVATED ESS IN PLACE FOR ALL WORK OCCURRING
AFTER ESS ACTIVATION. VALIDATE SCHEDULE, OUTAGE PLAN,
ISOLATION PLAN, LOCKOUT TAGOUT PROCEDURE, AND CIRCUIT
CUTOVER PHASING SEQUENCE WITH THE CONTRACTING OFFICER.
1.7. ENERGIZE GOSPORT TIE STATION FROM THE DOMINION ENERGY
GOSPORT INDUSTRIAL SUBSTATION TRANSFORMERS AT MAIN
BREAKERS MA, MB, AND MC.
1.8. GOSPORT TIE STATION MUST BE FULLY COMMISSIONED AND
ENERGIZED FROM THE DOMINION ENERGY GOSPORT INDUSTRIAL
SUBSTATION BEFORE CUTTING OVER GOSPORT TIE STATION
FEEDERS FROM EXISTING GOSPORT TIE STATION. CUTOVER
BREAKERS AND CONDUCTORS AS DESCRIBED IN PHASING
ONE-LINES LOCATED IN SPEC SECTION 01.50.00.00.22 APPENDIX A.
1.9. DEENERGIZE AND DISCONNECT EXISTING GOSPORT TIE STATION
AND PREPARE FOR DEMOLITION.
1.10. PROVIDE SECURITY FENCE, BOLLARDS, PEDESTRIAN TURNSTILES,
AND VEHICLE GATES AROUND GOSPORT TIE STATION PERIMETER.
2. MAINTAIN TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES.
3. MAINTAIN ACCESS IN THE FOLLOWING EXISTING AREAS AND FACILITIES
THROUGHOUT CONSTRUCTION:
3.1. NAVY GOSPORT TIE STATION
3.2. DOMINION ENERGY GOSPORT SUBSTATION
3.3. RDF FIRE PUMP STATION HOUSE
3.4. COMBINED HEAT AND POWER PLANT
3.5. GOSPORT SUBSTATION
3.6. PEDESTRIAN ACCESS TO THE EXISTING PEDESTRIAN BRIDGE
4. PROTECT EXISTING LIGHT POLES IN THE CHP PARKING LOT.
5. MAINTAIN TEMPORARY UTILITIES AS REQUIRED.
6. PROVIDE CONSTRUCTION SITE PLAN PER SPECIFICATION 01 50 00.00 22
EXISTING
DOMINION ENERGY GOSPORT
SUBSTATION SEE NOTE 3.2
EMERGENCY SITE
ACCESS. SEE
NOTES 3.3 AND 3.4
EXISTING COMBINED HEAT
AND POWER PLANT (CHP).
SEE NOTE 3.4
EXISTING RDF FIRE
PUMP STATION
HOUSE. SEE NOTE 3.3
EXISTING NAVY GOSPORT
TIE STATION. SEE NOTE 3.1
DOMINION POINT OF
INTERCONNECT. SEE
NOTE 1.2
EXISTING GOSPORT
SUBSTATION BLDG.
SEE NOTE 3.5
M50 RATED PERIMETER. SEE NOTE 1.10
EXISTING CHP PARKING LOT.
SEE NOTE 4
PEDESTRIAN PATHWAY.
SEE NOTE 3.6
APPROXIMATE TEMP
CONSTRUCTION FENCE
GATE LOCATION
APPROXIMATE TEMP
CONSTRUCTION FENCE
GATE LOCATION
APPROXIMATE TEMP
CONSTRUCTION FENCE
GATE LOCATION
APPROXIMATE TEMP
CONSTRUCTION FENCE
GATE LOCATION
APPROXIMATE TEMP
CONSTRUCTION FENCE
GATE LOCATION
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#7
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V=
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CB
#7
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M=
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V=
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4( W
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18"CONC.
CB
RI
M
=1
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IN
V=
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24"CONC.
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ON
C.
SD
M
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M
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CB
#7
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M=
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IN
V=
.16 (S
E)
CB
#7
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M=
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V=
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(N
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V=
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(E
IN
V=
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(W
CB
#7
RI
M=
2.5
IN
V=
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48"CONC.
CB
#7
RI
M=1
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IN
V=
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(E
IN
V=
.35
(N W
CB
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M=1
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IN
V=
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(E
IN
V=
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(N W
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ON
C.
48"CONC.
48"CONC.
48"CONC.
CB
#7
RI
M=1
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IN
V=
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(E
IN
V=
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(S W
CB
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M=1
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IN
V=
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(E
IN
V=
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(S W
15 18"CONC.
CB
#7
RI
M=1
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IN
V=
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(S
CB
#7
RI
M=1
.14
IN
V=
.79
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IN
V=
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(W
18"CONC.
CB
#7
RI
M=1
.44
IN
V=
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(E
IN
V=
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(W
18"CONC.
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ON
C.
CB
#7
RI
M=
1.7
IN
V=
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IN
V=
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E)
18"CONC.
CB
#7
RI
M=
1.6
IN
V=
.66 (N
W
IN
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(E
CB
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M=1
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IN
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IN
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IN
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15"CONC.
CB #7021
RIM=101.11
INV=91.74(N)
INV=91.74(S)
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ON
C.
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RIM=102.00
15"CONC.
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ON
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A
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IN
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INV=96.03(E)
(15' CONC.)
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8.6
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IN
V=
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C
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IN
V=
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IN
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(S
CB
#7
RI
M=
1.7
IN
V=
.20 (E
CB
#7
RI
M=1
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IN
V=
0.9
6(S
(4" P
VC
POSSIBLE BLIND
CONNECTION
24"CONC.
6"
CL
AY
8"
CL
AY
8"
CL
AY
CB
#7
RI
M=
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IN
V=
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IN
V=
.31 (S
) 70
12"CONC.
12"CONC.
CB
#7
RI
M=
1.7
IN
V=
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24"CONC.
24"CONC.
46 70
4"PVC
24"CONC. 70
8"
CL
AY
12"CONC.
12"CONC.
54 70
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ON
C.
CB
#7
RI
M=1
.97
IN
V=
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(N E)
IN
V=
.57
(N W
CB
#7
RI
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IN
V=
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3(S
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36"CONC. DATR
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SIGN
SIGN
SIGN
SIGN
30"C&G
30"C&G
30"C&G
30"C&G
SD
MH
#7
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M=
2.9
IN
V=
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(N E)
IN
V=
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IN
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(1 2"
CL
AY
CB
#7
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M=
2.1
IN
V=
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(S E)
IN
V=
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(N W
L/P N
O#
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CC
6"
CC
E
EL
EC
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R/ R
SW
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HCA
MER
A P
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E
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EC
. H H
CA
MER
A
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LE
CB
#7
RI
M=
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IN
V=
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(S W
IN
V=
.73
(N W
CB
#7
RI
M=1
.88
IN
V=
.03
(S W
IN
V=
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(N E)
SIGN (2)
CB #7054
RIM=102.37
INV=100.77(NW)
SI
GN
R/R SWITCH
EM
H(
2)
6"
CC
CB
RI
M
=1
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IN
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(N
E)
(1 2"
C
ON
C.
IN
V=
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3(
SE
IN
V=
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1(
NW
CB
#7
RI
M=
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IN
V=
.85
(N W
IN
V=
.85
(S W
IN
V=
.00
(S W
IN
V=
.05
(N W
IN
V=
.50
(S E)
CO
NF
LIC
T
T.
O.
P.
=1
.00
CB
#7
RI
M=1
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IN
V=
.42
(N W
IN
V=
.46
(S W
(12 " C
ON
C.
R/ R
SW
ITC
H
30"C&G
L/P N
O#
L/P N
O#
L/P N
O#
L/P N
O#
L/P N
O#
L/P N
O#
L/P N
O#
L/P N
O#
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R SWITCHR/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R SWITCH
PE
DE
ST
RI
AN
B
RI
DG
E
6"CC
CB
#7
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MH
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CE
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ED
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IN
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IN
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CB
#7
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M=
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IN
V=
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(N W
IN
V=
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(S E)
(1 2"
CL
AY
SD
MH
#7
RI
M=
2.9
IN
V=
.93
(S W
IN
V=
.83
(N E)
IN
V=
.51
(S E)
IN
V=
.51
(N W
CB
#7
RI
M=
2.0
IN
V=
.40
(S E)
(1 8"
C
ON
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V=
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CO
NF
LIC
T
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L/P N
O#
30"C&G
30"C&G
6"CC
30"C&G
30"C&G
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
6"CC
WOOD SHED
R/R SWITCH
EM
H
EM
H(
2)
M
M
MTL
W
AR
EH
OU
SE
FF
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7.1
L/P N
O#
L/P N
O#
M
P/ P
NO
W /G
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EC
. T
OW
ER
ELEC. TOWER
ST
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M C/
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L/P N
O#
L/P N
O#
L/P N
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L/P N
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P
NO
# W /G
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. M
ET
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L/P N
O#
L/P N
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2 E E
E
EL
EC
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AB
.(3
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EC
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ET
ER
P/ P
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P/ P
NO
# W
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P/
P #V
M4
P/ P
NO
W /G
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P/
P #V
M
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LD
P/ P
NO
P/P #VM10
P/ P
NO
E
P/ P
#V M
(N
EW
)P/
P #V
M
W /G
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P/ P
NO
LP
UM
MMMM
T
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TR
AN
S
1-STY BRK.
BLDG.
FFE=103.66
FU
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TA
NK
MH-2004
CO
NC
1-
ST
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TL
BL
DG
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4.
CO
NC
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H(
2)
P/ P
NO
6'C
LF
W /B
W
BRIDGE SUPPORT
R/R RAIL(SINGLE)
R/R RAIL(SINGLE) R/R RAIL(SINGLE)
R/R RAIL(SINGLE)
R/R RAIL(SINGLE)
1-
ST
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BR
K.
BL
DG
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2.
EM
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P/ P
NO
# P/ P
#U M
GR
AV
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S
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FA
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GR
AV
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S
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FA
CE
SUB-STATION
EQUIP.
P/ P
NO
#(2
10'
CLF
W
/BW
R/ R
TR
AC
KS
R/R TR
ACKS
R/R TRACKS
E
E-
CA
B.
P/ P
NO
ELEC. TOWER
L/P NO#
C B
C B
CB
C B
CB
CB
CB
CB
CB
CB
CB
C B
CB
CB
C B
C
B CB
CB
C B
CB
C B
C B
C B
C B
C B
C B
C B
C B
C B
CB
C B
E
E E
E E
E
E
E
E
E
E E
E
E
E E
E E
1-STY MOBILE
BLDG.
(TRAILER)
L/P N
O#
CA
MER
A
PO
LE
L/P N
O#
PL
UG
GE
D
D
AT
R
CBCB DATR
10"VIT. DATR
PL
UG
GE
D
DA
TR
CBCB 6"VIT. DATR
SDMH #7035
RIM=101.39
BOTTOM=97.44
(SURCHARGED)
8"VIT. DATR
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IT
. D
AT
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CB
D
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CB DATR
CB
CB
D
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8"VIT. DATR
NO END FOUND
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LA
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8" F
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NC
H
DR
AI
N
DA
TR
GU
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ES
ES
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ES
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CO
NC
. W
AL
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CONC. WALK
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SU
B-
ST
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N
EQ
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OV
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C
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S
UP
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OV
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C
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DU
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UP
PO
RT
S (T
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SU
B-
ST
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N
EQ
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P.
SU
B-
ST
AT
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N
EQ
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P.
CO
NC
. P
AD
(T
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OV
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C
ON
DU
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S
UP
PO
RT
S (T
YP
1-S
TY
BRK. B
LD
G.
FFE=103
.33
CB
CB
CB
24" C&G
24" C&G
24" C&G
24" C&G
INV=98.09
C B
C B
C B
C B
C B
C B
P/ P
NO
CO
NC
. P
AD
GU
Y(
2)
P/ P
NO
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ON
C.
8"VIT. DATR
8"VIT. DATR
R/R RAIL(SINGLE)
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ON
C.
48"CONC.
EM
H(
2)
R/R TRACKS
R/R TRACKS
"C
ON
C.
30"C&G
15"CONC.
24" C&G
DALE ST.
DALE ST.
DALE ST.
DALE ST.
DALE ST.
DALE ST.
WEAVER ST.
ELM AVE.
ELM AVE.
ELM AVE.
BU
RTO
NS P
OIN
T R D.
BU
RR
TO
NS
P
OI
NT
R
D.
NO CONNECTION
FOUND
2.9
3.2
2.8
2.9
2.4
2.8
2.9
3.0
2.2
EOI
EOI
12"FW
6"SW
STRUCTURES FOUND IN
FIELD SIGNIFICANTLY
DIFFERENT FROM RECORDS.
NOT ALL LINES SHOWN.
ELEC. DUCT SHOWN
STOPPING IN THIS AREA
ON RECORDS.
E
E
E
E E
EE
UP
UP
UP
RISER
R
STUB
E E
E
E
R
RISER UP
UP
STUBS
STUBS
STUBSUP
UP
STUBS STUBS
STUB
E
E
E E
E
E
E
E
E
E
E
E E
E
EEEE
E
E
E-HB
UP
UP
UP
RISER
R
UP
UP
RISER
STUBS
STUB
E
E
E E E E
E E
E E E
E E E E
EE
E RP
EMH
EMH
EMH
EMH
10"FW
10"FW
10"FW
10"FW
7"
FW
7"
FW
10"FW
10"FW
10"FW
"F
W
"F
W
E
E
10"FW
10"FW
12"FW
"F
W (A
BA
ND
E E
12"FW
10"FW (QLD)
12"FW
12"FW
12"
FW
12"
FW
"F
W
E
DOMINION
SUBSTATION
WV
WV
"F
W
E E
E
E
E
E E
E
E
12"FW (QLD)
12"FW (QLD)
SAN
SAN
SAN
E E
SF
SF
E E
E
E
E
E E
E
E E
E
E
E E
E
E
E
SAN
E E E
E E
E
E E E
E
E
E E E
E E
E E
E E
E
E
E
E
HB
E E
E E
E E
E
E E
E E
SL
6"
SW
12"FW
12"FW
6"FW(ABAND.)
12"FW
"F
W (A
BA
ND
6"FW(ABAND.)
E E
E
SL
E E
E E
E E
E E
EE
EOI
EOI
EOI
EO
I
EOIEOI
EO
I
EOI
EOI
EO
I
EOI
EO
IEO
I
SAN SAN SAN SAN SAN SAN
12"SW (ABAND.) 12"SW (ABAND.)
12"SW (ABAND.)
6"(QLD)
6" (Q
LD
6" (Q
LD
EOI
EOI
STUB
DU
CT
DUCT
(QLD)
(QLD)
(QLD)
DUCT
DUCT
DU
CT
DU
CT
DU
CT
EOI
EOI EOI
EOI
EOIEOI
EOI
H
NO
E
ND
FO
UN
D
E E
E E
E E
MH-2003
MH-1537
MH-638
MH-667
SANSAN
SAN
SAN
SAN
E E
E E
E E
E E
E
E
EE
E
E E
E E
E E E E E
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
D
D
G
G
G G
G G G
G G
G G
G G G
G G
G G
G
G
G G
G G
G G
G
GG
G
E
E
E E
E
C
E
E
E
E
E
E
E
E
E
MH-3001
MH-3004
MH-3007
MH-3002
MH-3005
MH-3008
MH-3003MH-3006MH-3009
HH-1
E
MH-3014
E
MH-3011 MH-3013
HH-1C
HH-1
C
HH-1
C
E E E
SD
SD
SD
SD
SD
SD
SDSD WW
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W W
SA
N
W W
W
W
SANSAN
W
SD SD
D SA
N
SA
N
SD SD
D
SD
SI
TE
P H
AS
IN
G P
LA
N
PH
AS
E
RHS RHS MLC
AS NOTED
14153785
G-107
80' 160'0 1" = 50'
GRAPHIC SCALE(S)
LEGEND
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
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DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
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PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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BY MEMO
9/17/25
CJK/RJL
W.B. FORBES, PE
DSN
1827988
N/A
PHASE 7: WORK LIMITS NOTES
NORTH
PLAN
1" = 50'
SITE PHASING PLAN - PHASE 7A1
1. WORK INCLUDED IN THIS PHASE
1.1. DEMOLISH TEMPORARY UNDERGROUND FEEDER FROM EXISTING
RDF RISER POLE TO ABOVE GROUND CONCRETE ENCASED
DUCTBANK.
1.2. DEMOLISH ABOVE GROUND CONCRETE ENCASED DUCTBANK
FROM EXISTING DOMINION OVERHEAD STRUCTURES TO EXISTING
GOSPORT TIE STATION.
1.3. REMOVE TEMPORARY STRUCTURES.
1.4. DEMOLISH EXISTING NAVY GOSPORT TIE STATION.
1.5. DEMOLISH EXISTING GOSPORT SUBSTATION BUILDING.
1.6. COORDINATE DEMOLITION OF EXISTING DOMINION ENERGY
GOSPORT SUBSTATION WITH DOMINION ENERGY VIA THE
CONTRACTING OFFICER.
2. MAINTAIN TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES.
3. MAINTAIN ACCESS IN THE FOLLOWING EXISTING AREAS AND FACILITIES
THROUGHOUT CONSTRUCTION:
3.1. RDF FIRE PUMP STATION HOUSE
3.2. COMBINED HEAT AND POWER PLANT
3.3. PEDESTRIAN ACCESS TO THE EXISTING BRIDGE
4. PROTECT EXISTING LIGHT POLES IN THE CHP PARKING LOT.
5. PROVIDE CONSTRUCTION SITE PLAN PER SPECIFICATION 01 50 00.00 22
MAINTAIN ACCESS
DEMOLISH UTILITY LINE
LAYDOWN AREA
CHAIN LINK FENCE WITH BARBED WIRE
DEMOLITION AREA
EXISTING
DOMINION ENERGY GOSPORT
SUBSTATION SEE NOTE 1.6
EXISTING RDF FIRE
PUMP STATION
HOUSE. SEE NOTE 3.1
EXISTING NAVY GOSPORT
TIE STATION. SEE NOTE 1.4
EMERGENCY SITE
ACCESS. SEE
NOTES 3.1 AND 3.2
TEMPORARY DUCTBANK
SEE NOTE 1.2 AND 1.3
TEMPORARY
UNDERGROUND FEEDER
SEE NOTE 1.1
EXISTING COMBINED HEAT
AND POWER PLANT (CHP).
SEE NOTE 3.2
EXISTING GOSPORT
SUBSTATION BLDG.
SEE NOTE 1.5
EXISTING CHP PARKING LOT.
SEE NOTE 4
PEDESTRIAN PATHWAY.
SEE NOTE 3.3
APPROXIMATE TEMP
CONSTRUCTION FENCE
GATE LOCATION
APPROXIMATE TEMP
CONSTRUCTION FENCE
GATE LOCATION
APPROXIMATE TEMP
CONSTRUCTION FENCE
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APPROXIMATE TEMP
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SAN
SAN
E E
E
E
E
E E
E
E E
E
E
E E
E
E
E
SAN
E E E
E E
E
E E E
E
E
E E E
E E
E E
E E
E
E
E
E
HB
E E
E E
E E
E
E E
E E
SL
6"
SW
12"FW
12"FW
6"FW(ABAND.)
12"FW
"F
W (A
BA
ND
6"FW(ABAND.)
E E
E
SL
E E
E E
E E
E E
EE
EOI
EOI
EOI
EO
I
EOIEOI
EO
I
EOI
EOI
EO
I
EOI
EO
IEO
I
SAN SAN SAN SAN SAN SAN
12"SW (ABAND.) 12"SW (ABAND.)
12"SW (ABAND.)
6"(QLD)
6" (Q
LD
6" (Q
LD
EOI
EOI
STUB
DU
CT
DUCT
(QLD)
(QLD)
(QLD)
DUCT
DUCT
DU
CT
DU
CT
DU
CT
EOI
EOI EOI
EOI
EOIEOI
EOI
H
NO
E
ND
FO
UN
D
E E
E E
E E
MH-2003
MH-1537
MH-638
MH-667
SANSAN
SAN
SAN
SAN
E E
E E
E E
E E
E
E
EE
E
E E
E E
E E E E E
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
D
D
G
G
G G
G G G
G G
G G
G G G
G G
G G
G
G
G G
G G
G G
G
GG
G
E
E
E E
E
C
E
E
E
E
E
E
E
E
E
MH-3001
MH-3004
MH-3007
MH-3002
MH-3005
MH-3008
MH-3003MH-3006MH-3009
HH-1
E
MH-3014
E
MH-3011 MH-3013
HH-1C
HH-1
C
HH-1
C
E E E
SD
SD
SD
SD
SD
SD
SDSD WW
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W W
SA
N
W W
W
W
SANSAN
W
SD SD
D SA
N
SA
N
SD SD
D
SD
SI
TE
P H
AS
IN
G P
LA
N
PH
AS
E
RHS RHS MLC
AS NOTED
14153786
G-108
50' 100'0 1" = 50'
GRAPHIC SCALE(S)
LEGEND
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- A
TL
AN
TI
C
LA
NT
D
C
CO
RE
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X
- N
OR
FO
LK
, V A
NO
RF
OL
K
NA
VA
L S
HI
PY
AR
D
PO
RT
SM
OU
TH
, V
IR
GI
NI
A
EL
EC
TR
IC
AL
D
IS
TR
IB
UT
IO
N
SY
ST
EM
U
PG
RA
DE
S G
O
SP
O
RT
T
IE
S
TA
TI
O
N
BY MEMO
9/17/25
CJK/RJL
W.B. FORBES, PE
DSN
1827988
N/A
PHASE 8: WORK LIMITS NOTES
NORTH
PLAN
1" = 50'
SITE PHASING PLAN - PHASE 8A1
1. WORK INCLUDED IN THIS PHASE
1.1. COMPLETE REMAINING SITE WORK.
1.2. PERMANENT EROSION AND SEDIMENT CONTROL
2. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES.
3. REMOVE TEMPORARY CONSTRUCTION FENCE.
4. FINALIZE SITE PAVEMENT. MAINTAIN ACCESS TO PEDESTRIAN
WALKWAY.
5. PROTECT EXISTING LIGHT POLES IN THE CHP PARKING LOT.
CONTRACTOR MUST REPAIR ANY DAMAGE THAT OCCURRED DURING
CONSTRUCTION TO RESTORE LIGHT POLES TO PRE-CONSTRUCTION
CONDITION.
6. PROVIDE CONSTRUCTION SITE PLAN PER SPECIFICATION 01 50 00.00 22
EXISTING CHP PARKING LOT.
SEE NOTE 5
PEDESTRIAN PATHWAY.
SEE NOTE 4
ASPHALT PAVMENET
GRAVEL PAVEMENT
PERMANENT SEEDING
APPROXIMATE TEMP
CONSTRUCTION FENCE
GATE LOCATION
APPROXIMATE TEMP
CONSTRUCTION FENCE
GATE LOCATION
APPROXIMATE TEMP
CONSTRUCTION FENCE
GATE LOCATION
TE
D
ST
RU
CT
UR
E
FE
B
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES ES ES
ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES
ESESESESESESESESESESESESESESESESESESESESESESESESESESESESESES
ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES
D
D
D
T
SIGN
SIGN
30"C&G
R/R SWITCH
ASPHALT SURFACE
R/ R
SW
ITC
H
CO
NC
30"C&G
L/P N
O#
L/P N
O#
L/P N
O#
L/P N
O# 8'CLF
6"CC
CO
NC
CO
NC
CO
NC
30"C&G
30"C&G
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
R/R TRACKS
GRAVEL SURFACE
GRAVEL SURFACE GRAVEL SURFACE
GRAVEL SURFACE
CO
NC
.CO
NC
.CO
NC
CO
NC
CO
NC
WOOD SHED
R/R SWITCH
CO
NC
EM
H
EM
H 8'CLF
8'CLF
BRUSHBRUSHBRUSH SWALESWALE
6'CLF W/BW
R/R RAIL(SINGLE) R/R RAIL(SINGLE)
CO
MM. M
H
EM
H
AS
PH
AL
T S
URFA
CE
AS
PH
AL
T S
UR
FA
CE P/
P
NO
#(2
'CL
F W
/BW
10'
CLF W
/BW
8'CLF W/BW
SI
GN
SI
GN
R/R TR
ACKS
R/R TRACKS
E
E-
CA
B.
GRAVEL SURFACE
P/ P
NO
ELEC. TOWER
SWALE
CONC. WALL
L/P NO#
C B
C B
C
B CB
CB
E
EE
E
E
CB
GATE
FE
NCE T
EN
SIO
N
GATE
ASPHALT
SURFACE
ASPHALT SURFACE
ASPHALT SURFACE
CO
NC
CO
NC
GATE POST
GU
Y(
2)
EM
H
SWALE
R/R RAIL(SINGLE)
GRAVEL SURFACE
GRAVEL SURFACE
DALE ST.
DALE ST.
BU
RTO
NS P
OIN
T R D.
(QLD) (ON RAILROAD)
ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES
AREA UNDER CONSTRUCTION
EOI
EOI
EOI
D
E
MH-3011 MH-3013
E E
NEC 15' CLEAR SPACE
20' 70.75'
60.75'
4' MAX
3'
TY
P
N90° 00' 00.00"EN90° 00' 00.00"E
3461640.9291 N
12127127.8965 E
GOSPORT TIE STATION
FFE=108'
D
17 8
19 TYP. OF 4 19
TYP OF 8
21TYP OF 9
1. ASPHALT PAVEMENT C1
CS501
3. SECURITY CHAIN LINK FENCE A4
CS502
4. CONCRETE CURB D3
CS502
5. M50 RATED FENCE AND FOUNDATIONS A2
CS501
6. 14.5' M50-P1 MOTORIZED DROP ARM GATE A1
CS503
7. PEDESTRIAN TURNSTILE A3
CS504
8. CURB AND GUTTER C1
CS502
10. CARD READER WITH BOLLARDS A2
CS502
9. GOSPORT TIE STATION CONCRETE FOUNDATION (SEE STRUCTURAL)
2. AGGREGATE SURFACE B1
CS502
12. PERMANENT SEEDING A1
CS504
21. M50-P1 RATED SHALLOW BOLLARD SYSTEM C3
CS503
17. CURB AND GUTTER TRANSITION A1
CS501
19. BOLLARD B2
CS502
1. SEE SHEETS C-001 THROUGH C-003 FOR SURVEY AND SITE NOTES,
ABBREVIATIONS AND LEGENDS. AND SITE AND ACCESS PLAN.
SHEET NOTES
SHEET KEYNOTES
MA
TC
H
LIN
E
RE
FE
R
TO
A
1/CS
KEY PLAN
C
IV
IL
S
IT
E
PL
AN
AR
EA
BWT BDB MLC
AS NOTED
14153812
CS101
GRAPHIC SCALE(S)
20' 40'0 1" = 20'
CIVIL SITE PLAN - AREA 101A1
1" = 20'
BM
X
X
X
X
X
X
X X
X
X
X X
X
X
X
X
X
X
X
X
X
ES
ES
ES
ES
ES ES ES ES ES ES ES ES ES ES ES ES ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ESESES
ESESESESESES
ES ES ES ES ES ES ES ES ES ES ES…
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