2019-12-04_VOL 1_SHEET 062-079_RFP PHASE I SUBMISSION.pdf
PDF 16 MB Posted
- Solicitation number
- N4008519R9186
About this file
This notice announces an industry day for a proposed military construction project located at Naval Support Activity Crane in Crane, Indiana. The project involves construction of an Underwater Launch Test Facility including a 130-foot deep pool, operational support building, warehouse, water treatment facility, and mechanical and electrical building. Supporting facilities include site work, utilities, and environmental mitigation. The magnitude of construction is estimated between $25 million and $100 million.
The industry day will provide an opportunity for contractors to learn about the project and ask questions. It will be held on June 19-20, 2019 at a hotel near the Indianapolis airport. Preliminary design documents will be posted to NECO by June 5th. Interested contractors should RSVP with attendee names by June 12th. The event is open to all contractors and is not limited to those under current NAVFAC contracts. This announcement does not constitute a solicitation or commitment on the part of the government.
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Text version
TREELINE
TREELINE
HWY 486 - GRAVEL
H
W
Y
G
R
A
V
E
L
H W
Y
R A
V E
L
18" CMP
INV = 717.24'
18" CMP
INV = 715.60'
15" CMP
INV = 720.49'
15" CMP
INV = 718.93'
CRANE
PAD
OSB MECH. EQUIPMENT
AREA
25' WIDE
GRAVEL
ROAD
RAMP
WASTE STAGING
AREA
MECHANICAL
AND ELECTRICAL
BUILDING
STORMWATER
MANAGEMENT AREA - A
STORMWATER
MANAGEMENT AREA - B
WAREHOUSE
CANOPY
OVERHANG
LAUNCH PIT
TEST
EQUIPMENT
PAD
BITUMINOUS
PAVEMENT (TYP.)
BITUMINOUS
PAVEMENT (TYP.)
CROSS FLOW PIT
WIDEN ROAD TO
TO HWY 331
WATER TREATMENT
BUILDING
CONTRACTOR
STAGING AREA
ELECTRIC
SUBSTATION
X
OPERATIONS
SUPPORT
BUILDING
FIRE PUMP
ENCLOSURE
VFD
AREA
CB
CB
C
B
C
B
CB CB
T
T
CB
D
D
S
S
O
H
W
O
H
W
O H
W
O
H
W
O
H
W
D
D
D
CB
CB
CB
CB
CB
CB
CB
D
D
D
CB
O H
W
O H
W
S
S
S
S S
E
E
E
E
E
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
CB
L
S
E E
ES
T
E
O
H
W
O
H
W
P
R R RR
W
P
S
CO
CO
CO
CO
CO
D
CB CB CB
CBCB
CBCB
D
CB
CBCB
D
D
W
T
W
J
P
C
E
C
E
C
D
C
C
E
C
C
C
C
C
C
C
C
D
DD
E
D
C
D
C
E
D
D
S
E
E
E E E
E E
S
W
E
D
WETLAND D
WETLAND A
WETLAND E
WETLAND C
WETLAND B
SITE 1 STREAM 6
SITE 1 STREAM 6A
SITE 1 STREAM 7
SITE 1 STREAM 5
SITE 1 STREAM 4
SITE 1 STREAM 7
SITE 1 STREAM 3A
SITE 1 STREAM 3
SITE 1 STREAM 2
SITE 1 STREAM 1
SITE 1
STREAM 7A
WETLAND K
N
O V
E R
A L
L
S
I T
E
P
L A
N
UTF-CS101
1"=60'
KM DP JK
F I L E
N
A M
E
C p w w o r k i n g g b n a d a x e s h p d U
T F
C
S d w g
Y O
U T
M
E
U
T F
C
S
P
O
T T
E D
W e d n e s d a y
D e c e m b e r p m
S E
R p a t e l 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
D E
P A
R T
M E
O
F
T
H
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
C
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
I
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
SHEET KEYNOTES
1.
A1
UTF - OVERALL SITE PLAN
SCALE: 1"=60'
N
60' 120'0
AutoCAD SHX Text
PIV
AutoCAD SHX Text
PIV
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy Typewritten Text
CONCEPT DEVELOPMENT
WETLAND C
WETLAND B
SITE 1 STREAM 4
SITE 1 STREAM 3A
SITE 1 STREAM 3
SITE 1 STREAM 2
SITE 1
STREAM 7A
WETLAND K
S
D
TREELINE
H
A
V
E
L
18" CMP
INV = 717.24'
18" CMP
INV = 715.60'
10'x10'x8" HVAC PAD
FOR SOLAR PANEL (NIC)
PLACEMENT
4'x4'x6.5' GUY ROPE
CONCRETE ANCHOR
FOUNDATION (TYP.)
10'x10'x6.5' CONCRETE PAD
FOR NIC WEATHER TOWER
64.0'
STORMWATER MANAGEMENT AREA - A
120.5'
157.0'
WATER TREATMENT BUILDING
300.0'
63.8' 199.0'
32.0'
MECHANICAL AND
ELECTRICAL BUILDING
21.50'
57.67'
175.0'
28.83'
25.0'
35.0'
131.21'
10.0'
34.0'
LAUNCH PIT
CROSS FLOW PIT
VFD AREA
CRANE PAD
ELECTRIC
SUBSTATION
30.0'
25.0'
CB
CB
S
CB
CB
CB
CB
D D
CB
S
S
E
E
E
E
W
W
W
W
R RR
W
P
S
CO
CB CB
CB
CBCB
CB
CBCB
D
D
J
P
C
E
C
E
C
D
C
C
C
D
S
E
E
E E E
E
S
D
N
UTF-CS105
UTF-CS102
UTF-CS103
UTF-CS104
S I T
E
P
L A
N
UTF-CS102
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d U
T F
C
S d
Y O
M
E
U
T F
C
S
O
T T
E D
W e d n e s d a y
D e c e m b e r
E
R p a t e l d
S E
E
S
H E
F
C
S
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
SHEET KEYNOTES
SHEET KEY
A1
SITE PLAN
SCALE: 1"=30'
30' 60'0
N
SEE SHEET UTF-CS105
1. 7' HIGH CHAIN LINK FENCE (UTF-C-504/C4)
3. 7' HIGH, 30'/25' (PER PLAN) WIDE CHAIN LINK
CANTILEVER SLIDE GATE (UTF-C-504/A4)
4. 7' HIGH, 3' WIDE CHAIN LINK GATE (UTF-C-504/A2)
5. CONCRETE CURB AND GUTTER (UTF-C-505/C3)
6. BITUMINOUS PAVEMENT (UTF-C-505/C1)
7. EDGE OF PAVEMENT
8. TEST EQUIPMENT PAD (UTF-C-505/A1)
9. GRAVEL DRIVE (UTF-C-505/A1)
10. MECHANICALLY STABILIZED EARTH WALL
(UTF-C-507/C2, UTF-C-517/B1)
14. CONCRETE APRON (UTF-C-503/C1)
15. CONCRETE APRON FOR AIR COMPRESSOR,
APPROXIMATE SIZE, MAKE 12" LARGER THAN
COMPRESSOR ENCLOSURE ON ALL SIDES
16. CONCRETE PAD FOR HVAC UNIT, APPROXIMATE
SIZE, MAKE 12" LARGER THAN HVAC UNIT ON
ALL SIDES
28. METAL FRAMING FOR CABLE TRAY (UTF-C-527)
53. CDAS CAMERA POLE EMBED CONCRETE PAD
(UTF-C-505/B4)
59. STORM INLET (TYP.) (UTF-C-512/A1 &C2)
61. SANITARY MANHOLE (TYP.) (UTF-C-501/B3)
62. WATER VALVE (TYP.) (UTF-C-511/A5)
64. FIRE HYDRANT (UTF-C-510/A5)
66. ELECTRICAL/COMMUNICATION HANDHOLE (TYP.)
69. ULTF BOUNDARY MARKER SIGN (UTF-C-506/B2)
72. FLAG POLE (UTF-C-507/A4)
73. SCOUR HOLE AND HEAD WALL (UTF-C-508/C4 &
UTF-C-512/A3)
74. TREE LINE
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy
WETLAND D
WETLAND A
WETLAND E
SITE 1 STREAM 5
S D
TREELINE
HWY 486 - GRAVEL
18" CMP
INV = 717.24'
18" CMP
INV = 715.60'
15" CMP
INV = 720.49'
15" CMP
INV = 718.93'
STORAGE AREA
33.0'
'R
R
R
R
R
R
R
R
R
R
R
R
R
WASTE STAGING
AREA (WSA)
120.5'
20.0'40.0'
132.5'
OPERATIONS
SUPPORT
BUILDING
STORMWATER
MANAGEMENT AREA - A
152.5'
30.0'
CANOPY
OVERHANG
WAREHOUSE
R
26'
CONTRACTOR
TEMPORARY
STAGING AREA
STAGING
AREA
PEDESTAL
LOCATION
UPENDER
LOCATION
X
XXX
X
12.0'
12.0'
9'
(TYP.)
LAUNCH PIT
CRANE PAD
C
B
CB CB
T
CB
S
CB
CB
CB
S
S
SS
W
W
W
W
W
W
W
W
W
W
L
ES
T
E
P
R
CO
CO
CO
CO
D
CB
CB
W
T
W
C
C
E
C
C
D
DD
E
D
D
E
W
E
N
UTF-CS105
UTF-CS102
UTF-CS103
UTF-CS104
S I T
E
P
L A
N
UTF-CS103
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d U
T F
C
S d
Y O
M
E
U
T F
C
S
O
T T
E D
W e d n e s d a y
D e c e m b e r
E
R p a t e l 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
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
SHEET KEYNOTES
A1
SITE PLAN
SCALE: 1"=30'
30' 60'0
N
SEE SHEET UTF-CS104
SHEET KEY
S E
E
S
H E
F
C
S
1. 7' HIGH CHAIN LINK FENCE (UTF-C-504/C4)
2. 7' HIGH, 14' WIDE CHAIN LINK FENCE SWING
GATE (UTF-C-504/B2)
3. 7' HIGH, 30'/25' (PER PLAN) WIDE CHAIN LINK
CANTILEVER SLIDE GATE (UTF-C-504/A4)
4. 7' HIGH, 3' WIDE CHAIN LINK GATE (UTF-C-504/A2)
5. CONCRETE CURB AND GUTTER (UTF-C-505/C3)
6. BITUMINOUS PAVEMENT (UTF-C-505/C1)
7. EDGE OF PAVEMENT
9. GRAVEL DRIVE (UTF-C-505/A1)
10. MECHANICALLY STABILIZED EARTH WALL
(UTF-C-507/C2, UTF-C-517/B1 & D2)
11. TRASH ENCLOSURE (UTF-C-504/A1)
12. CONCRETE SIDEWALK (UTF-C-505/B1)
16. CONCRETE PAD FOR HVAC UNIT, APPROXIMATE
SIZE, MAKE 12" LARGER THAN HVAC UNIT ON
ALL SIDES
53. CDAS CAMERA POLE EMBED CONCRETE PAD
(UTF-C-505/B4)
57. 4" WIDE SOLID WHITE PAINT STRIPPING (TYP.)
58. ACCESSIBLE PARKING STALL (UTF-C-506/A5)
59. STORM INLET (TYP.) (UTF-C-512/A1 & C2)
60. STORMWATER CONTROL STRUCTURE.
(UTF-C-509/A3)
61. SANITARY MANHOLE (TYP.) (UTF-C-501/B3)
62. WATER VALVE (TYP.) (UTF-C-511/A5)
63. WATER METER VAULT (UTF-C-510/A1)
64. FIRE HYDRANT (UTF-C-510/A5)
65. POST INDICATOR VALVE (UTF-C-511/A4)
66. ELECTRICAL/COMMUNICATION HANDHOLE (TYP.)
67. CAMERA POLE AND COMMUNICATION CABINET
68. DEPRESSED CURB (UTF-C-505/D1)
69. ULTF BOUNDARY MARKER SIGN (UTF-C-506/B2)
71. FIRE PUMP ENCLOSURE
72. FLAG POLE (UTF-C-507/A4)
73. SCOUR HOLE AND HEAD WALL (UTF-C-508/C4 &
UTF-C-512/A3)
74. TREE LINE
AutoCAD SHX Text
PIV
AutoCAD SHX Text
PIV
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy
SITE 1 STREAM 6
SITE 1 STREAM 6A
SITE 1 STREAM 7
33.0'
R
R
30.0'
C
B
D
E
C
C
C
N
UTF-CS105
UTF-CS102
UTF-CS103
UTF-CS104
S I T
E
P
L A
N
UTF-CS104
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d U
T F
C
S d
Y O
M
E
U
T F
C
S
O
T T
E D
W e d n e s d a y
D e c e m b e r
E
R p a t e l d
S E
E
S
H E
F
C
S
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
SHEET KEYNOTES
A1
SITE PLAN
SCALE: 1"=30'
30' 60'0
N
SEE SHEET UTF-CS103
SHEET KEY
1. 7' HIGH CHAIN LINK FENCE (UTF-C-504/C4)
9. GRAVEL DRIVE (UTF-C-505/A1)
10. MECHANICALLY STABILIZED EARTH WALL
(UTF-C-507C2, UTF-C-517/D2)
59. STORM INLET (TYP.) (UTF-C-512/A1 & C2)
60. STORMWATER CONTROL STRUCTURE.
(UTF-C-509/A3)
69. ULTF BOUNDARY MARKER SIGN (UTF-C-506/B2)
74. TREE LINE
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy
SITE 1 STREAM 7
SITE 1 STREAM 1
S
D
TREELINE
H W
Y
R A
V E
L
24" CMP
INV = 691.07'
TREELINE
R
'R
'R
'R
R
R
STORMWATER MANAGEMENT AREA - B
80.00'
R
R
15.0'
15' TAPER TO
MEET EXISTING
15' TAPER TO
MEET EXISTING
T
D
O
H
W
O
H
W
O
H
W
O
H
W
O H
W O
H W
O H
W
O
H
W
O
H
W
O
H
W
O
H
W
D
D
D
D
D
D
O H
W
O H
W
O H
W
O H
W
O H
W
O H
W
E
CB
S
E
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
D
C
C
D
E
12+00 13+00
14+00
N
UTF-CS105
UTF-CS102
UTF-CS103
UTF-CS104
S I T
E
P
L A
N
UTF-CS105
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d U
T F
C
S d
Y O
M
E
U
T F
C
S
O
T T
E D
W e d n e s d a y
D e c e m b e r
E
R p a t e l d
S E
E
S
H E
F
C
S
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
SHEET KEYNOTES
A1
SITE PLAN
SCALE: 1"=30'
30' 60'0
N
SEE SHEET UTF-CS102
SHEET KEY
1. 7' HIGH CHAIN LINK FENCE (UTF-C-504/C4)
2. 7' HIGH, 14' WIDE CHAIN LINK FENCE SWING
GATE (UTF-C-504/B2)
9. GRAVEL DRIVE (UTF-C-505/A1)
59. STORM INLET (TYP.) (UTF-C-512/A1 & C2)
66. ELECTRICAL/COMMUNICATION HANDHOLE (TYP.)
69. ULTF BOUNDARY MARKER SIGN (UTF-C-506/B2)
73. SCOUR HOLE AND HEAD WALL (UTF-C-508/C4 &
UTF-C-512/A3)
74. TREE LINE
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy
H
GREENWOOD LAKE
UTF-CS107
H
UTF SITE
U
T
F
C
S
U
T
F
C
S
U T
F C
S
U T
F C
S
U
T
F
C
S
U
T
F
C
S
U T
F C
S
N
O V
E R
A L L
H
P
L A
N
UTF-CS106
1"=300'
KM DP JK
F I L
E
N
A M
E
C p w w o r k i n g g b n a d a x e s h p d
U
T F
C
S d
Y
O U
T
N
A M
E
U
T F
C
S
O
T T
E D
W e d n e s d a y
D e c e m b e r p m
U
S E
R p a t e l 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
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
A1
OVERALL HWY 486 PLAN
SCALE: 1"=300'
N
600'0 300'
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy
W
Y
R A
V E
L
X
XXX
X
717 717
9 719
N
E E E E E E E E E E E
E
E
E
E E E E E E E E E E E E
SD
SD
SD
SD
SD
E
W
W W
SAN SAN SAN SAN SAN
C C
C C C C C C C C
D D D
D D
E E
E
S
D
S
D
C
D
C E
C E
CECECECECE
C
E
T
C
D
S
O
H
W
O
H
W
O
H
W
O H
W O
H W
O
H
W
O
H
W
O
H
W
W W W
W
W
W
W W
S
D
S
D
D
D
S D
S D
SD SD SD
D
D
O H
W
O H
W
O H
W
O H
W
S
A
N
S
A
N
S
A
N
S
A
N
S
E E E
C
E
E
FO FO FO FO FO
F O
F
O
F
O
F
O
F
O
F
O
F
O
C
W
W
W
CB
S
D
S
D
S
D
W
S
E
O
H
W
O
H
W
O
H
W
W
P
CO
CO
SD
CO CO
CBCB
D
S D
C
C C C C
E
EE
J
P
E E E E E E E E E E E E E E
C
C
C
C
C
C
D
C
E
E
SITE 1
STREAM 7A
S
F
SF
SF
SF
SF
SF
SF
S F
S
F
S
F
S
F
S
F
S
F
SF
S
F
S
F
S
F S F
12+00 13+00
14+00
N
U
T
F
C
S
U
T
F
C
S
U
T F
C
S
U T
F C
S
U
T
F
C
S
U
T
F
C
S
U
T F
C
S
UTF-CS107
-2 .0
-1 .5
EXISTING GRADE
PROPOSED
GRADE
EXISTING GRADE
ELEVATION (TYP.)
PROPOSED GRADE
ELEVATION (TYP.)
S T
M
M
H
S T
A
R
M
I N
V
I N
V
B
I N
V
8+67.98
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
H W
Y
A
O
F I L
E
UTF-CS107
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d U
T F
C
S d
Y O
M
E
U
T F
C
S
O
T T
E D
W e d n e s d a y
D e c e m b e r
E
R p a t e l d
S
E
F
C
S
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
SHEET KEY
A1
HWY 486 PLAN & PROFILE - 01
SCALE: HORIZONTAL 1"=30', VERTICAL 1"=5'
30' 60'0 0 5' 10'
S E
E
S
H E
F
C
S
T A
E L
E V
A T
I O
N
E L
E V
A T
I O
N
STATION
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy
A
V
E
L
N
E
E
E
E
E
E
E
E
E
E
E
S
D
S
D
S
D
S
D
S
D
W
W
W
W
W
W
W
W
W
W
W
C
C
C
C
S
D
S
D
C
B
C
B
C
C
E
E
E
E
C
C
C
C
C
W
W
E
E
E
T
D
S
F
O
F
O
F
M
F
M
F
M
S
A
N
S
A
N
S
A
N
F
M
F
M
F
M
F
M
F
M
F
M
F
O
F
O
F
O
F
O
F
O
W
S
D
D
D
R
A
N
T
L
A
T
E
R
A
L
L
E
E
S
E
E
E
E
E
E
E
E
E
E
C x
R
E
D
U
C
E
R
P
S
A
N
C
O
S
D
S
D
S
D
C
O x
R
E
D
U
C
E
R
IW
A
T
E
R
A
I
R
R
E
L
E
A
S
E
V
A
L
V
E
D
R
A
N
T
L
A
T
E
R
A
L
C
C
S
F
S
F
S
F
S
F
S
F
SF
S
F
S
F
S
F
S
F
S
F
S
F
S
F
SF
S
F
S
F
S
F
S
F
S
F
S
F
S
F
LIMIT OF DISTURBANCE
(TYP.)
312.50' R
N: 1327032.1298
E: 3015540.6075
N: 1327032.2724
E: 3015542.2591
22+00
FILTER SOCK (TYP.)
N
U
T
F
C
S
U
T
F
C
S
U
T F
C
S
U T
F C
S
U
T
F
C
S
U
T
F
C
S
U
T F
C
S
UTF-CS107
PVI STA. 21+79.96
PVI ELEV. 725.450'
K= 43.67
430.00' VC
P V
C
S
T A
E L
HP STA. 21+18.59
HP ELEV. 720.59'
PROPOSED
GRADE
3" HDPE SANITARY SEWER
FORCE MAIN EXTENTION
48" MIN (TYP.)
FROM FINISHED
GRADE
FOR CONTINUATION SEE
SHEET UTF-C-214
S T
A
P
S E
C T
I O
N
I
S T
A
G
P
S E
C T
I O
N
I I
EXISTING GRADE
ELEVATION (TYP.)
PROPOSED GRADE
ELEVATION (TYP.)
EXISTING GRADE
17+00
18+00
19+00
20+00
21+00
22+00
23+00
H W
Y
A
O
F I L
E
UTF-CS108
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d U
T F
C
S d
Y O
M
E
U
T F
C
S
O
T T
E D
W e d n e s d a y
D e c e m b e r
E
R p a t e l d
S
E
F
C
S
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
SHEET KEY
A1
HWY 486 PLAN & PROFILE - 02
SCALE: HORIZONTAL 1"=30', VERTICAL 1"=5'
30' 60'0 0 5' 10'
S E
E
S
H E
F
C
S
T A
E L
E V
A T
I O
N
E L
E V
A T
I O
N
S
E
F
C
S
S E
E
S
H E
F
C
S
T A
STATION
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy
G
R
A
V
E
L
PIPE
INV = 688.31'
S
D
S
D
C
B
CATCH BASIN TC = 694.56'
SE 15" CMP INV = 692.36'
NW 15" CMP INV = 692.23'
S
T
O
O
C
K
P
I L
E
H
T
R
E
E
L
I
N
E
T
R
E
E
L
I
N
E
W
W
W
W
W
W
W
W
W
W
W
C
B
CATCH BASIN TC = 697.41'
NW 15" CMP INV = 693.39'
W
W
W
W
F
M
F
M
F
M
F
M
F
M
F
M
F
M
FM
F M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
W
W
W
W
W
W
W
S
S
R
O
A
D
S
I
T
C
H
U
C
A
N
S
F
S
F
S
F
S
F
S
F
SF
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S F
S
F
SF
S F
S F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
LIMIT OF DISTURBANCE
(TYP.)
8" x 10" TAPPING
VALVE AND SLEEVE
N: 1327543.2474
E: 3016049.4421
300' R
N: 1327058.4710
E: 3015641.5083
325' R
N: 1327143.9711
E: 3015775.9126
N: 1327060.3587
E: 3015645.6243
120' R
N: 1327176.9347
E: 3015808.2558
N: 1327087.7707
E: 3015693.9882
FILTER SOCK (TYP.)
8" DI WATER
90 DEGREE
HORIZONTAL
ELBOW
HYDRANT 1124 - FLOWING HYDRANT
PITO PRESSURE = 75 PSI
FLOW = 1455 GPM
TANK #5 LEVEL WAS DROPPING
H
Y
D
R
A
STA 30+20
FORCE MAIN DUAL
CLEAN OUT. SEE
SHEET UTF-C-507
DETAIL A2
STA 25+30
FORCE MAIN DUAL
CLEAN OUT. SEE
SHEET UTF-C-507
DETAIL A2
N
U
T
F
C
S
U
T
F
C
S
U
T F
C
S
U T
F C
S
U
T
F
C
S
U
T
F
C
S
U
T F
C
S
UTF-CS107
-0.19%
P V
T
S
T A
E L
EXISTING GRADE
3" HDPE SANITARY SEWER
FORCE MAIN EXTENTION
48" MIN (TYP.)
FROM FINISHED
GRADE
S T
A
P
S
E C
T I O
N
I I
PROPOSED GRADE
S T
A
E
T
E
X I S
T I N
G
8" DI WATER
18" MIN
RESTORE AND REGRADE
EXISTING GRAVEL ROAD AT
THE END OF CONSTRUCTION
EXISTING GRADE
ELEVATION (TYP.)
PROPOSED GRADE
ELEVATION (TYP.)
15" EXISTING PIPE
S T
A
A
L
C
L E
T
M A
N H
O L
E
S T
A
A
L
C
L E
T
M A
N H
O L
E
24+00
25+00
26+00
27+00
28+00
29+00
30+00
H W
Y
A
O
F I L
E
UTF-CS109
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d U
T F
C
S d
Y O
M
E
U
T F
C
S
O
T T
E D
W e d n e s d a y
D e c e m b e r
E
R p a t e l d
S
E
F
C
S
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
SHEET KEY
A1
HWY 486 PLAN & PROFILE - 03
SCALE: HORIZONTAL 1"=30', VERTICAL 1"=5'
30' 60'0 0 5' 10'
S E
E
S
H E
F
C
S
T A
E L
E V
A T
I O
N
E L
E V
A T
I O
N
S E
E
S
H E
F
C
S
S E
E
S
H E
F
C
S
T A
STATION
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy
F
H
F
H
G
R
A V
E L
G
R
A V
E L
12" CMP
INV = 706.48'
12" CMP
INV = 705.69'
12" CMP
INV = 707.17'
12" CMP
INV = 707.33'
12" PLASTIC
INV = 704.03'
S D
S D
C
B
CATCH BASIN TC = 712.55'
E 15" CMP INV = 710.45'
W 12" PLASTIC INV = 710.03'
H
H
W
Y
T R
A C
K
S
W
I T
C
H
W
A T
N
E
M
A R
K E
R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
F
M
F
M
F
M
F
M
F
M
F M
F M
F M
F M
F M
F M
F M
F M
F M
F M
F M
F M
F M
F M
F M
F M
F M
S
S
N
N
S
F
S
F
S
F
S
F
S F
S F
S F
SF
S F
S F
S F
S F
S F
S F
S F
S F
S
F
S
F
S
F
S
F
S F
S F
S F
S F
S F
S F
S F
S F
S F
S F
S F
S F
LIMIT OF DISTURBANCE
(TYP)340' R
N: 1327543.2474
E: 3016049.4421
N: 1327657.6437
E: 3016097.6320
300' R
N: 1327840.1415
E: 3016137.5071
N: 1327879.5094
E: 3016143.4056
33+00
34+00
35+00
36+00
37+00
FILTER SOCK (TYP.)
HYDRANT 1201
STATIC PRESSURE = 104 PSI
RESIDUAL PRESSURE = 81 PSI
STA 35+20
FORCE MAIN DUAL
CLEAN OUT. SEE SHEET
UTF-C-507 DETAIL A2
S
F
O
R
A
L
C
L
E
E
S
H
E
F
C
N
U
T
F
C
S
U
T
F
C
S
U
T F
C
S
U T
F C
S
U
T
F
C
S
U
T
F
C
S
U
T F
C
S
UTF-CS107
EXISTING GRADE
3" HDPE SANITARY SEWER
FORCE MAIN EXTENTION
48" MIN (TYP.)
FROM FINISHED
GRADE
RESTORE AND REGRADE
EXISTING GRAVEL ROAD AT
THE END OF CONSTRUCTION
15" EXISTING PIPE
12" EXISTING PIPE
EXISTING GRADE
ELEVATION (TYP.)
S T
A
A
L
C
L E
T
M A
N H
O L
E
31+00
32+00
33+00
34+00
35+00
36+00
37+00
H W
Y
A
O
F I L
E
UTF-CS110
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d U
T F
C
S d
Y O
M
E
U
T F
C
S
O
T T
E D
W e d n e s d a y
D e c e m b e r
E
R p a t e l d
S E
E
S
H E
F
C
S
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
SHEET KEY
A1
HWY 486 PLAN & PROFILE - 04
SCALE: HORIZONTAL 1"=30', VERTICAL 1"=5'
30' 60'0 0 5' 10'
S E
E
S
H E
F
C
S
T A
E L
E V
A T
I O
N
E L
E V
A T
I O
N
S
E
F
C
S
S E
E
S
H E
F
C
S
T A
STATION
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy
S D
S D
C B
CATCH BASIN TC = 724.96'
E 12" CMP INV = 723.41'
W 12" CMP INV = 723.31'
F H
G R
A V
E L
G R
A V
E L
12" CMP
INV = 707.57'
12" CMP
INV = 724.91'
12" CMP
INV = 725.54'
12" CMP
INV = 724.75'
B U
IL
D
IN
G
H W
Y
T R
A C
K
S
W I T
C H
T R
A C
K
S
W I T
C H
T R
E E
L I N
E
T R
E E
L I N
E
S D
S
D
C B
CATCH BASIN TC = 717.24'
E 12" CMP INV = 714.14'
W 12" CMP INV = 712.54'
H
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
12" CMP
INV = 716.81'
FM
FM
F M
F M
F M
F M
F M
F M
F M
F M
F M
F M
F M
F M
F M
F
M
F
M
F
M
F
MFM
S
W E
T L A
SF
SF
S F
S F
S F
S F
S F
S F
S F
S F
S F
S F
SF
S
F
S
F
SF
S F
S F
S F
S F
S F
S F
S F
S F
S F
S F
SF
S F
S
F
LIMIT OF DISTURBANCE
(TYP)
500' R
N: 1328566.1107
E: 3016180.1838
N: 1328571.4423
E: 3016180.2327
340' R
N: 1328744.4102
E: 3016180.8974
N: 1328263.7008
E: 3016175.1068
N: 1328284.0194
E: 3016176.0913
300' R
38+00
FILTER SOCK (TYP.)
STA 40+20
FORCE MAIN DUAL
CLEAN OUT. SEE
SHEET UTF-C-507
DETAIL A2
S T
A
F O
R
C
E
M
A
A L
C
L E
T
S
E
ES
H
E E
T
U
T F
C
D
E T
A I L
A
N
U
T
F
C
S
U
T
F
C
S
U
T F
C
S
U T
F C
S
U
T
F
C
S
U
T
F
C
S
U
T F
C
S
UTF-CS107
EXISTING GRADE
3" HDPE SANITARY SEWER
FORCE MAIN EXTENTION
48" MIN (TYP.)
FROM FINISHED
GRADE
RESTORE AND REGRADE
EXISTING GRAVEL ROAD AT
THE END OF CONSTRUCTION
12" EXISTING PIPE
12" EXISTING PIPE
18" MIN
EXISTING GRADE
ELEVATION (TYP.)
S T
A
A
L
C
L E
T
M A
N H
O L
E
38+00
39+00
40+00
41+00
42+00
43+00
44+00
H W
Y
A
O
F I L
E
UTF-CS111
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d U
T F
C
S d
Y O
M
E
U
T F
C
S
O
T T
E D
W e d n e s d a y
D e c e m b e r
E
R p a t e l d
S E
E
S
H E
F
C
S
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
SHEET KEY
A1
HWY 486 PLAN & PROFILE - 05
SCALE: HORIZONTAL 1"=30', VERTICAL 1"=5'
30' 60'0 0 5' 10'
S E
E
S
H E
F
C
S
T A
E L
E V
A T
I O
N
E L
E V
A T
I O
N
S E
E
S
H E
F
C
S
S E
E
S
H E
F
C
S
T A
STATION
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy
F
H
G
R
A
V
E
L
G
R
A
V
E
L
12" CMP
INV = 715.96'
12" CMP
INV = 724.75'
S D
S D
C
B
CATCH BASIN TC = 727.55'
E 12" CMP INV = 725.95'
W 12" CMP INV = 725.70'
H
W
Y
T
R
A
K
I T
C
H
T
R
A
I T
C
H
T
R
E
E
L
I N
E
W
A
V
E
P
E
W
W
W
W
W
W
W
W
W
W
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
12" CMP
INV = 727.20'
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F M
F M
F
M
F
M
F
M
F
M
F
M
FM
FM
FM
FM
FM
FM
FM
S
S
W
E
T
L
A
S
F
S
F
S
F
S
F
S
F
S F
S
F
S
F
S
F
SF
SF
SF
SF
SF
S
F
S
F
S
F
S
F
S
F
SF
S
F
S
F
S
F
S F
SF
SF
SF
SF
LIMIT OF DISTURBANCE (TYP)
N: 1328933.2730
E: 3016239.0517
220' R
N: 1329045.3019
E: 3016314.6415
N: 1329146.3892
E: 3016351.1732
300' R
N: 1329280.7192
E: 3016364.6513
N: 1329313.0268
E: 3016369.6837
47+00
50+00
51+00
FILTER SOCK (TYP.)
STA 45+20
FORCE MAIN DUAL
CLEAN OUT. SEE
SHEET UTF-C-507
DETAIL A2
STA 50+20
FORCE MAIN DUAL
CLEAN OUT. SEE
SHEET UTF-C-507
DETAIL A2
N
U
T
F
C
S
U
T
F
C
S
U
T F
C
S
U T
F C
S
U
T
F
C
S
U
T
F
C
S
U
T F
C
S
UTF-CS107
EXISTING GRADE
3" HDPE SANITARY SEWER
FORCE MAIN EXTENTION
48" MIN (TYP.)
FROM FINISHED
GRADE
RESTORE AND REGRADE
EXISTING GRAVEL ROAD AT
THE END OF CONSTRUCTION
12" EXISTING PIPE
EXISTING GRADE
ELEVATION (TYP.)
S T
A
A
L
C
L E
T
M A
N H
O L
E
S T
A
A
L
C
L E
T
M A
N H
O L
E
45+00
46+00
47+00
48+00
49+00
50+00
51+00
H W
Y
A
O
F I L
E
UTF-CS112
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d U
T F
C
S d
Y O
M
E
U
T F
C
S
O
T T
E D
W e d n e s d a y
D e c e m b e r
E
R p a t e l d
S E
E
S
H E
F
C
S
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
SHEET KEY
A1
HWY 486 PLAN & PROFILE - 06
SCALE: HORIZONTAL 1"=30', VERTICAL 1"=5'
30' 60'0 0 5' 10'
S E
E
S
H E
F
C
S
T A
E L
E V
A T
I O
N
E L
E V
A T
I O
N
S E
E
S
H E
F
C
S
S E
E
S
H E
F
C
S
T A
STATION
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy
CATCH BASIN TC = 719.05'
FULL OF GRAVEL
F
H
G
R
A
V
E
L
G
R
A
V
E
L
12" CMP
INV = 714.44'
S
D
C
B
CATCH BASIN TC = 726.50'
W 12" CMP INV = 722.85'
H W
Y
T
R
A
I
T
C
H
T
R
E
E
L
I
N
E
T
R
E
E
L
I
N
E
H
B
U
I
L
D
I
W
A
T
N
E
M
A
R
K
E
R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
F
M
F
M
F M
F M
F M
FM
FM
F
M
FM
F M
F
M
F
M
S
N
S
F
S
F
SF
S F
S F
S F
SF
S
F
S
F
S
F
S
F
SF
S F
S F
S F
SF
S F
S
F
LIMIT OF
DISTURBANCE
(TYP)
360' R
N: 1329775.9135
E: 3016539.0732
N: 1329681.4373
E: 3016472.5675
N: 1329571.0083
E: 3016424.4132
600' R
FILTER SOCK (TYP.)
STA 55+20
FORCE MAIN DUAL
CLEAN OUT. SEE
SHEET UTF-C-507
DETAIL A2
N
U
T
F
C
S
U
T
F
C
S
U
T F
C
S
U T
F C
S
U
T
F
C
S
U
T
F
C
S
U
T F
C
S
UTF-CS107
EXISTING GRADE
3" HDPE SANITARY SEWER
FORCE MAIN EXTENTION
48" MIN (TYP.)
FROM FINISHED
GRADE
RESTORE AND REGRADE
EXISTING GRAVEL ROAD AT
THE END OF CONSTRUCTION
12" EXISTING PIPE
EXISTING GRADE
ELEVATION (TYP.)
S T
A
D
U A
L
C
L E
T
M A
N H
O L E
52+00
53+00
54+00
55+00
H W
Y
A
O
F I L
E
UTF-CS113
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d U
T F
C
S d
Y O
M
E
U
T F
C
S
O
T T
E D
W e d n e s d a y
D e c e m b e r
E
R p a t e l d
S
E
F
C
S
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
SHEET KEY
A1
HWY 486 PLAN & PROFILE - 07
SCALE: HORIZONTAL 1"=30', VERTICAL 1"=5'
30' 60'0 0 5' 10'
S E
E
S
H E
F
C
S
T A
E L
E V
A T
I O
N
E L
E V
A T
I O
N
S
E
F
C
S
S E
E
S
H E
F
C
S
T A
STATION
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy a s
S D
S D
S D
S D
S
D
E
E
E
E
E
E
E
E
E
E
E
C
O
M
M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
G
G
F H
F H
G R
A V
E L
G R
A V
E L
G R
A V
E L
12" CMP
INV = 713.92'
12" CMP
INV = 713.66'
12" CMP
INV = 713.33'
12" CMP
INV = 712.88'
12" CMP
INV = 712.55'
12" CMP
INV = 711.83'
12" CMP
INV = 711.37'
12" CMP
INV = 711.91'
HWY 486
H W
Y
S P
H A
L T
H
H
A
O
K
V A
S A
N
S A
N
S A
N
S
A
N
S A
N
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
O V
E R
H E
A D
C O
M M
L
I N
E
U N
D E
R G
R O
U N
D
C O
M M
L
I N
E
C O
M
M
C O
M
M
C O
M
M
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
18" CMP
INV = 701.22'
FM FM FM FM FM FM FM FM FM FM
F
M
F
M
F
M
FM
FM
FM
S
S
N
N
S
F
S F
SF
SF
SF SF SF SF SF
S
F
S
F
S
F
S F
SF SF SF SF SF SF SF
S F
S
F
LIMIT OF DISTURBANCE
(TYP.)
3" x 8" WET TAP INTO
EXISTING 8" PVC
SANITARY FORCE MAIN
N: 1329982.2673
E: 3016604.6948
60+74.0
57+00 58+00 59+00
60+00
FILTER SOCK
(TYP.)
STA 60+20
FORCE MAIN DUAL
CLEAN OUT. SEE SHEET
UTF-C-507 DETAIL A2
N
U
T
F
C
S
U
T
F
C
S
U
T F
C
S
U T
F C
S
U
T
F
C
S
U
T
F
C
S
U
T F
C
S
UTF-CS107
EXISTING GRADE
3" HDPE SANITARY SEWER
FORCE MAIN EXTENTION
X
W
I S
T I N
G
P
V
N
I T
A R
Y
F
O R
I N
48" MIN (TYP.)
FROM FINISHED
GRADE
RESTORE AND REGRADE
EXISTING GRAVEL ROAD AT
THE END OF CONSTRUCTION
12" EXISTING PIPE
12" EXISTING PIPE
12" EXISTING PIPE
EXISTING GRADE
ELEVATION (TYP.)
EXISTING 8" PVC
SANITARY
FORCE MAIN
S T
A
A
L
C
L E
T
M A
N H
O L
E
56+00
57+00
58+00
59+00
60+00
60+74.05
H W
Y
A
O
F I L
E
UTF-CS114
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d U
T F
C
S d
Y O
M
E
U
T F
C
S
O
T T
E D
W e d n e s d a y
D e c e m b e r
E
R p a t e l 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
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
SHEET KEY
A1
HWY 486 PLAN & PROFILE - 08
SCALE: HORIZONTAL 1"=30', VERTICAL 1"=5'
30' 60'0 0 5' 10'
E L
E V
A T
I O
N
E L
E V
A T
I O
N
S
E
F
C
S
S E
E
S
H E
F
C
S
T A
STATION
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy
X X
XXXXXXXXX
X X
X X
N
SS
W
W
D
10.00'
20.00'
OPERATIONS SUPPORT BUILDING
20 21
(2)
(4)
(4)
10.00'10.00'10.00'10.00'10.00'14.00'10.00'10.00'10.00'
C J
C J
C J
C J
C J
I J
I J
C J
C J
C J
(7 EQ. SP.)
(4 EQ. SP.)
(2 EQ. SP.)
9.00'7.50'7.50'
8.00' 10.00' 12.00' 10.00'
(2)
30.00'
C
40.00'5.00'
C.J.
I.J.
I.J.
I J
C J
C J
I J
I J
I J
C J
(2)
S
W
E
C
D
S
D
(4)
(TYP.)
(2)
X
#1
X
#1
O S
B
E
N L
A R
G E
D
S
I T
E
P
L A
N
UTF-CS401
1"=10'
KM MD JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d U
T F
C
S d
Y O
M
E
U
T F
C
S
O
T T
E D
W e d n e s d a y
D e c e m b e r
E
R p a t e l 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
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
10' 20'
SHEET KEYNOTES
A1
OSB ENLARGED SITE PLAN
SCALE: 1"=10'
N
6. BITUMINOUS PAVEMENT (UTF-C-505/C1)
12. CONCRETE SIDEWALK (UTF-C-505/B1)
13. CONCRETE PAD (UTF-C-503/A1)
14. CONCRETE APRON (UTF-C-503/C1)
16. CONCRETE PAD FOR HVAC UNIT, APPROXIMATE SIZE, MAKE
12" LARGER THAN HVAC UNIT ON ALL SIDES
17. BOLLARD TYPE 1 (UTF-C-506/A2)
18. BOLLARD TYPE 2 (UTF-C-506/A3)
19. CASTER TROUGH FOR CART, 6" WIDE, 3" DEEP, ALIGN WITH
TROUGH INSIDE OSB
20. PEDESTAL AND UPENDER AREA (UTF-C-505/B2)
21. TEST VEHICLE CRADLE AREA (UTF-C-505/B2)
75. SPLASH BLOCK (UTF-C-508/B4)
76. SLAB ON GROUND (LPC-S-503)
92. STRUCTURE LOCATION COORDINATE NUMBER (UTF-C-102)
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy
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
CBCB
CB
S
W
W
W
W
W
CO
WAREHOUSE
CANOPY
OVERHANG
FIRE PUMP
ENCLOSURE
26.00'
N
(6)
(4)
S
W
W
W
W
W
C
T
D
CB CB
D
T
C
CB
E
CB
PIV
PIV
(6)
(TYP.)
(2)
(2)
(3)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
12.00'
DC
10.00'10.00'5.00'
X X
92#3 92#4
X
92#16
X
92 #15
W H
S
E
N L
A R
G E
D
S
I T
E
P
L A
N
UTF-CS402
1"=10'
KM MD JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d U
T F
C
S d
Y O
M
E
U
T F
C
S
O
T T
E D
W e d n e s d a y
D e c e m b e r
E
R p a t e l 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
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
10' 20'
A1
WHS ENLARGED SITE PLAN
SCALE: 1"=10'
N
SHEET KEYNOTES
5. CONCRETE CURB AND GUTTER (UTF-C-505/C3)
6. BITUMINOUS PAVEMENT (UTF-C-505/C1)
7. EDGE OF PAVEMENT
12. CONCRETE SIDEWALK (UTF-C-505/B1)
14. CONCRETE PAD (UTF-C-503/C1)
16. CONCRETE PAD FOR HVAC UNIT, APPROXIMATE SIZE, MAKE
12" LARGER THAN HVAC UNIT ON ALL SIDES
17. BOLLARD TYPE 1 (UTF-C-506/A2)
18. BOLLARD TYPE 2 (UTF-C-506/A2)
75. SPLASH BLOCK (UTF-C-508/B4)
92. STRUCTURE LOCATION COORDINATE NUMBER (UTF-C-102)
AutoCAD SHX Text
PIV
AutoCAD SHX Text
PIV
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy
MECHANICAL
AND ELECTRICAL
BUILDING
N
CB
CB
W
21.50' 10.00' 12.50'
33.65'
CB
CB
W
(TYP.)
S
X X
#7
#8
B
4.17'
8.50' 6.41' 5.25'
N
CB
CB
W
MECHANICAL
AND ELECTRICAL
BUILDING
CB
CB
W
FF 719.25
719.05
719.00
719.10
718.50
719.25
719.05
719.00
GR 718.75
719.25 719.25
719.25 719.25
719.25
719.05
719.05
719.25
718.80
719.13
S
718.93
719.25
719.00
719.15 719.15
M E
B
E
N L
A R
G E
D
S
I T
E
A
A
D I N
G
P
L A
N S
UTF-CS403
1"=10'
KM MD JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d U
T F
C
S d
Y O
M
E
U
T F
C
S
O
T T
E D
W e d n e s d a y
D e c e m b e r
E
R p a t e l 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
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
10' 20'
A1
MEB ENLARGED SITE AND GRADING PLAN
SCALE: 1"=10'
N
C1
MEB ENLARGED SITE PLAN
SCALE: 1"=10'
SHEET KEYNOTES
6. BITUMINOUS PAVEMENT (UTF-C-505/C1)
12. CONCRETE SIDEWALK (UTF-C-505/B1)
14. CONCRETE APRON (UTF-C-503/C1)
16. CONCRETE PAD FOR HVAC UNIT, APPROXIMATE SIZE, MAKE
12" LARGER THAN HVAC UNIT ON ALL SIDES
51. WALL MOUNTED CABLE TRAY (2) 2' WIDE
68. CABLE TRAY STRUCTURE (UTF-C-527)
75. SPLASH BLOCK (UTF-C-508/B4)
92. STRUCTURE LOCATION COORDINATE NUMBER (UTF-C-102)
GENERAL SHEET NOTES
1. ALIGN EXTERIOR CABLE TRAY AND FRAME STRUCTURE WITH
MECHANICAL AND ELECTRICAL BUILDING INTERIOR CABLE
TRAY SYSTEM AND LAUNCH PLATFORM 4' WIDE UTILITY
TRENCH.
C
U T
F C
A3
UTF-C-527
C
U T
F C
C
U T
F C
C2
UTF-C-527
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy
W
WATER
TREATMENT
BUILDING
5.00'
N
S
10.75' 3.14'13.15'
D
W
(2)
(2)
(TYP.)
(2)
X X
#9
92#10
(2)
(2)
(2)
(2)
(2)
12.00'
D
S
W
CB CB
WATER
TREATMENT
BUILDING
N
S
FF 719.50
719.40
719.40 719.40
719.20
D
W
719.38
719.38
719.38
719.38
719.38
719.38
719.38 719.38
719.38 719.38
CB CB
719.05
719.44
719.44
719.44719.44
719.44
719.44
719.50 719.50
W T
B
E
N L
A R
G E
D
S
I T
E
A
A
D I N
G
P
L A
N S
UTF-CS404
1"=10'
KM MD JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d U
T F
C
S d
Y O
M
E
U
T F
C
S
O
T T
E D
W e d n e s d a y
D e c e m b e r
E
R p a t e l 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
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
10' 20'
A1
WTB ENLARGED GRADING PLAN
SCALE: 1"=10'
N
C1
WTB ENLARGED SITE PLAN
SCALE: 1"=10'
SHEET KEYNOTES
6. BITUMINOUS PAVEMENT (UTF-C-505/C1)
12. CONCRETE SIDEWALK (UTF-C-505/B1)
14. CONCRETE APRON (UTF-C-503/C1)
16. CONCRETE PAD FOR HVAC UNIT, APPROXIMATE SIZE, MAKE
12" LARGER THAN HVAC UNIT ON ALL SIDES
17. BOLLARD TYPE 1 (UTF-C-506/A2)
18. BOLLARD TYPE 2 (UTF-C-506/A2)
75. SPLASH BLOCK (UTF-C-508/B4)
92. STRUCTURE LOCATION COORDINATE NUMBER (UTF-C-102)
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy
| UTF-CIVIL-SITE |
| CIVIL-SITE |
| UTF-CS101 |
| UTF-CS102 |
| UTF-CS103 |
| UTF-CS104 |
| UTF-CS105 |
| UTF-CS106 |
| UTF-CS107 |
| UTF-CS108 |
| UTF-CS109 |
| UTF-CS110 |
| UTF-CS111 |
| UTF-CS112 |
| UTF-CS113 |
| UTF-CS114 |
| UTF-CS401 |
| UTF-CS402 |
| UTF-CS403 |
| UTF-CS404 |
File details come from the government source that posted it. Updated .