Amendment 0009 NATO DB RFP Civil Sheets.pdf
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- N4008525R2638
About this file
These are architectural and engineering design documents for the JFC Norfolk Interim Modular Campus project at Naval Support Activity Hampton Roads in Norfolk, Virginia. The drawings are preliminary reference documents prepared by NAVFAC (Naval Facilities Engineering Systems Command) for a Design-Build (D/B) Request for Proposals and show the desired functional arrangement and adjacency for each department, with explicit notation that the D/B team may alter designs for structural and modular accommodations.
The document set includes four primary site plans: a Site Demolition Plan (CD101) identifying 17 demolition and utility removal tasks including removal of existing buildings, pavements, sidewalks, structures, and utility lines (water, gas, sanitary sewer, electrical); a Site Plan (CS101) showing the NATO JFCN Interim Building footprint, temporary four-tier parking garage, concrete sidewalks and walkways, stormwater management areas, fire access roads, and various setback requirements including a 328-foot NATO perimeter fence setback and 50-foot general perimeter setback; a Site Utility Plan (CU101) depicting sanitary sewer connections, water main distribution with isolation gate valves and post-indicator valves, natural gas service, telecommunications ductbank, fire hydrants, electrical connections to a 35kV ductbank with pad-mounted transformer, and generator provisions; and a Utility Connection Details Plan (CU101) providing specific utility line routing, connections to existing infrastructure, and service specifications. The project includes provisions for groundwater dewatering, hazardous materials handling per attached reports, and coordination with existing site conditions, with construction anticipated to occur post-June 2026 per the revision date.
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SC49
SC49A
SC41
SC48
SC139
NH31J
SC51
SC140ASC43
SC142
SC39
SC34
SC44
SC47
SC37
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SC52
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SC139A
SC140
SC46
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A
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THIS DRAWING IS FOR REFERENCE ONLY, AND SHOWS THE DESIRED
FUNCTIONAL ARRANGEMENT AND ADJACEMCY FOR EACH DEPARTMENT. ITS
INCLUSION DOES NOT PRECLUDE THE D/B TEAM FROM ALTERING FOR
STRUCTURAL AND/OR MODULAR ACCOMODATIONS
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
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TM
EN
T
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AV
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AV
AL
F
AC
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IN
G S
YS
TE
M S
C O
M M
AN
D
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
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E
NG
IN
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RI
NG
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YS
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N
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PR
SEAL
A/E INFO
DRAWFORM REVISION: 04 MAY 2023
SI
TE
D
EM
O
LI
TI
O
N
PL
AN
IPC IPC ACF
AS NOTED
CD101
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEYNOTES
A. THE ACTUAL FIELD CONDITIONS AT THE TIME OF CONSTRUCTION MAY
VARY FROM THAT PRESENTED ON THESE PLANS. CONFIRM THE
LOCATION OF ALL ITEMS PRIOR TO START OF CONSTRUCTION.
B. DEMOLITION OF PAVEMENTS INCLUDES AGGREGATE BASE COURSES.
C. PROVIDE SAW CUTS FOR ASPHALT AND CONCRETE DEMOLITION WORK
THAT IS ADJACENT TO EXISTING ASPHALT OR CONCRETE
PAVEMENT/WALKWAYS TO REMAIN.
D. GROUNDWATER MAY BE ENCOUNTERED FOR ALL EXCAVATIONS.
PROVIDE DEWATERING AS REQUIRED.
E. REFER TO HAZMAT REPORT ATTACHED TO THE DB-RFP FOR THE
PRESENCE, LOCATION, AND QUANTITY OF BUILDING HAZMAT REQUIRING
SPECIALIZED HANDLING AND DISPOSAL.
12 4
12 8
1 REMOVE EXISTING CROSSWALK PAVEMENT MARKINGS.
2 DEMOLISH EXISTING CONCRETE WALK.
3 DEMOLISH EXISTING SITE STRUCTURE (GAZEBO).
4 DEMOLISH EXISTING BUILDING AND FOUNDATION.
5 DEMOLISH EXISTING ASPHALT PAVEMENT.
6 REMOVE EXISTING PAVEMENT MARKINGS.
7 DEMOLISH EXISTING GRAVEL PARKING AREA.
8 DEMOLISH EXISTING CONCRETE APRON.
9 DEMOLISH EXISTING WATER LINE.
10 DEMOLISH EXISTING GAS LINE.
11 DEMOLISH EXISTING SANITARY SEWER.
12 CAP OR PLUG EXISTING PIPE.
13 DEMOLISH ALL UTILITY SERVICES ASSOCIATED WITH EXISTING
STRUCTURES.
14 PROTECT EXISTING WATER LINE TO REMAIN DURING
CONSTRUCTION.
15 DEMOLISH EXISTING UNDERGROUND ELECTRICAL.
16 DEMOLISH EXISTING LIGHT.
17 CAP AND ABANDON EXISTING PIPING BELOW
ROADWAY.
NORTH
1"=40' 40' 20' 0 40' 80'
AM
EN
DM
EN
T
5/8 /20
CM
C
SC49
SC49A
SC41
SC48
SC139
NH31J
SC51
SC140ASC43
SC44
SC47
SC52
SC42
SC139A
SC140
SC46
SC40
BLA
NDY ROAD
FO
RR
ES
TA
L D
RI
VE
BLA
NDY ROAD
FORRESTAL DRIVE
LEYTE AVENUE
CO
RR
EG
ID
OR
A
VE
NU
E
FECHTELER ROAD
FECHTELER ROAD
9 8
X
X X
X
X
X
X
X X
X X
X
X
X X
X
X
X
X X
X X
X
TEMPORARY PARKING GARAGE
(4 TIERS)
NATO JFCN INTERIM BUILDING
25'
20'
20'
R30'
R
R
'R20'R
R26'
R30'
R10'
20'
20'
10'
14'
98'
20'
R26'
R2 6'
60'
20'
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C
D
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
THIS DRAWING IS FOR REFERENCE ONLY, AND SHOWS THE DESIRED
FUNCTIONAL ARRANGEMENT AND ADJACEMCY FOR EACH DEPARTMENT. ITS
INCLUSION DOES NOT PRECLUDE THE D/B TEAM FROM ALTERING FOR
STRUCTURAL AND/OR MODULAR ACCOMODATIONS
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y 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
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
M
ID
LA
NT
N
AV
AL
S U
PP
O
R T
AC
TI
VI
TY
H
AM
PT
O
N R
O
AD
S
FY
S
PE
CI
AL
P
RO
JE
CT
J
FC
N
IN
TE
RI
M M
O
DU
LA
R
CA
M
PU
S
NO
RF
OL
K, V
IR
GI
NI
A
NA
VA
L S
UP
PO
RT
A
CT
IV
IT
Y
HA
MP
TO
N
RO
AD
S M
ID
LA
N T
D C
C O
R E
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SEAL
A/E INFO
DRAWFORM REVISION: 04 MAY 2023
SI
TE
P
LA
N
IPC IPC ACF
AS NOTED
CS101
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEYNOTES
A. GROUNDWATER MAY BE ENCOUNTERED FOR ALL EXCAVATIONS. PROVIDE
DEWATERING AS REQUIRED.
6 6
6 16
LEGEND
BUILDING FOOTPRINT
ASPHALT PAVEMENT
CONCRETE SIDEWALK
STORMWATER MANAGEMENT AREA
HEAVY DUTY CONCRETE
PAVEMENT
1 33-FT UNOBSTRUCTED SPACE SETBACK.
2 10-FT BUILDING SETBACK.
3 30-FT EXISTING BUILDING SETBACK.
4 100m (328-FT) NATO SETBACK FROM PERIMETER FENCE.
5 50-FT SETBACK FROM PERIMETER FENCE.
6 CONCRETE WALK. 8-FT MINIMUM WIDTH AT ENTRANCES AND
EXITS. 6-FT MINIMUM WIDTH ALL OTHERS. MATCH EXISTING
WALK WIDTH WHERE NEW CONCRETE IS PARALLEL WITH
EXISTING.
7 20-FT WIDE FIRE ACCESS ROAD (HEAVY DUTY CONCRETE
PAVEMENT).
8 ASPHALT PAVEMENT.
9 BUS PARKING.
10 AREA RESERVED FOR STORMWATER MANAGEMENT.
11 CHAINLINK FENCE.
12 DOUBLE LEAF SWING GATE WITH FIRE DEPARTMENT ACCESS
BOX.
13 PEDESTRIAN TURNSTILE WITH CAC CARD READER.
14 CROSSWALK PAVEMENT MARKING.
15 NO PARKING PAVEMENT MARKING FOR FIRE LANE.
16 ACCESSIBLE PARKING PAVEMENT MARKING AND SIGNAGE.
17 ENTRANCE CANOPY
18 CONCRETE DUMPSTER PAD
NORTH
1"=40' 40' 20' 0 40' 80'
AM
EN
DM
EN
T
5/8 /20
CM
C
CM
C
X
X
X
X
X
X
X X
X X
X
X X
X
X
X
X X
X X
TEMPORARY PARKING GARAGE
(4 TIERS)
NATO JFCN INTERIM BUILDING
SC49
SC49A
SC138
SC41
SC48
SC139
SC138A
NH31J
SC50
SC51
SC140ASC43
SC53
NH31
SC44
SC47
SC52
SC42
SC139A
SC23
SC11
SC10
SC140
SC46
SC40
SC137
SC31
SC136 BLA
NDY ROAD
FO
RR
ES
TA
L D
RI
VE
BLA
NDY ROAD
FORRESTAL DRIVE
LEYTE AVENUE
CO
RR
EG
ID
OR
A
VE
NU
E
FECHTELER ROAD
FECHTELER ROAD
9 8
10 9
W
W
W
W
W
W
W W
W W
W W
W W
W W
W W
W
W
W
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W
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SD
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SDSD
SDCB
CB
SD
SD
SAN
SAN
SAN
SAN
SAN
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SAN
SAN
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W
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W W
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A
B
C
D
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
THIS DRAWING IS FOR REFERENCE ONLY, AND SHOWS THE DESIRED
FUNCTIONAL ARRANGEMENT AND ADJACEMCY FOR EACH DEPARTMENT. ITS
INCLUSION DOES NOT PRECLUDE THE D/B TEAM FROM ALTERING FOR
STRUCTURAL AND/OR MODULAR ACCOMODATIONS
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y 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
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
M
ID
LA
NT
N
AV
AL
S U
PP
O
R T
AC
TI
VI
TY
H
AM
PT
O
N R
O
AD
S
FY
S
PE
CI
AL
P
RO
JE
CT
J
FC
N
IN
TE
RI
M M
O
DU
LA
R
CA
M
PU
S
NO
RF
OL
K, V
IR
GI
NI
A
NA
VA
L S
UP
PO
RT
A
CT
IV
IT
Y
HA
MP
TO
N
RO
AD
S M
ID
LA
N T
D C
C O
R E
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SEAL
A/E INFO
DRAWFORM REVISION: 04 MAY 2023
NORTH
SI
TE
U
TI
LI
TY
P
LA
N
IPC IPC ACF
AS NOTED
CU101
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEYNOTES
A. PROVIDE POST-INDICATOR VALVES FOR FIRE SERVICE CONNECTIONS.
B. PROVIDE ISOLATION GATE VALVES ON ALL BRANCH CONNECTIONS TO
NEW AND EXISTING WATER LINES.
C. PROVIDE SITE LIGHTING FOR NEW FACILITIES IN ACCORDANCE WITH THE
RFP DOCUMENTS.
D. FIELD VERIFY LOCATION OF EXISTING UTILITIES AND RELOCATE AS
NECESSARY WHERE IN CONFLICT WITH PROPOSED WORK.
E. GROUNDWATER MAY BE ENCOUNTERED FOR ALL EXCAVATIONS. PROVIDE
DEWATERING AS REQUIRED.
50' 25' 0 50' 100' 1"=50'
LEGEND
SANITARY SEWER
SANITARY SEWER MANHOLE
WATER MAIN
ISOLATION GATE VALVE
POST-INDICATOR VALVEPIV
TELECOMMUNICATION DUCTBANKUGC
C TELECOMMUNICATION MANHOLE
1 APPROXIMATE LOCATION OF EXISTING COMMUNICATION
MANHOLE.
2 3-WAY TELECOMM DUCTBANK.
3 6" FIRE WATER SERVICE.
4 POST-INDICATOR VALVE.
5 8" WATER MAIN.
6 2" DOMESTIC WATER SERVICE.
7 CONNECT TO EXISTING 8" WATER MAIN.
8 4" SANITARY SEWER LATERAL.
9 6" SANITARY SEWER.
10 CONNECT TO EXISTING SANITARY SEWER MANHOLE.
11 8" FIRE WATER SERVICE.
12 1.5" NATURAL GAS SERVICE.
13 CONNECT TO EXISTING NATURAL GAS.
14 PROVIDE GENERATOR.
15 PROVIDE MODULAR PAD-MOUNTED TRANSFORMER.
16 PROVIDE 35kV ELECTRICAL DUCTBANK.
17 CONNECT TO EXISTING 35kV ELECTRICAL DUCTBANK.
18 EXISTING 4-WAY SWITCH ELECTRICAL POINT OF CONNECTION
FOR BOTH FACILITIES.
SAN
W
FIRE HYDRANT
ELECTRICAL MANHOLE
E
NATURAL GASGAS
AM
EN
DM
EN
T
5/8 /20
CM
C
CM
C
File details come from the government source that posted it. Updated .