1605706_Dwgs_3of13.pdf
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- Solicitation number
- N4008519R9103
About this file
This is a solicitation for a multiple award construction contract (MACC) to provide design-build and design-bid-build services for facilities projects within the North Integrated Product Team area of responsibility for the Naval Facilities Engineering Command. The solicitation seeks an indefinite delivery/indefinite quantity (IDIQ) contract with a five-year ordering period and minimum and maximum ordering values of $2.5 million and $500 million, respectively. Offerors must be capable of performing construction services including, but not limited to, vertical construction, utilities, site work, and related design services. The Navy intends to award multiple IDIQ contracts to responsible offerors whose proposals conforming to the solicitation will provide the best value to the government. The solicitation includes standard FAR clauses for IDIQ contracts and provides response instructions and evaluation criteria.
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93.22
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G C
O M
M A
N D M
ID
-A
T L
A N
T
IC
P U
B L
IC
W O
R K
S
D E
P A
R T
M E
N T
A
R L E
N
R L
C
L
C K
N E
W
J E
R S
Y
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
S
T E
W A
T E
R T
R E
A T
M E
N T P
L A
R
P
A
IR
B
Y R
E P
L A
C E
M E
N T S
N A
V
A P
O
A T
IO
R L E
C O
L
C K
N E
W
J E
R S
E
1605706
P A
R T
M E
F
H
V 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 A
V
C
IL
IT
IE
G
IN
E E
R
IN
G
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S
IF
IE
D
UNCLASSIFIED
ARLINGTON,VA 22201
SUITE 500
1100 N GLEBE ROAD,
APRIL 2020
AS
DM
AZ
ML
G E
N
RMAM CC
P
O T D
A T
E
P L
O T T
IM
E
-A
P R -2
:4
F
IL
E N
A M
E
B L
D G
-1
-C -0
.d g n
C
IV
IL
A
N D Y
A R
D P
IP
IN
0000-C-001
GENERAL NOTE:
1.
CIVIL LEGEND
SPOT ELEVATION
CONTOUR LINE
93.87
LOCATION POINT - COORDINATES
STRUCTURE, BUILDING OR FACILITYN 1000.00
E 1000.00
STRUCTURE, BUILDING OR FACILITYOR
DEMOLITION
OR
GENERAL SITE NOTES:
SHOWN MAY BE USED ON THIS PROJECT.
THEREFORE, NOT ALL OF THE INFORMATION
THIS IS A STANDARD LEGEND SHEET.
SPOT ELEVATION
CONTOUR LINE
SURVEY LEGEND
WATER LINE
UNDERGROUND ELECTRIC
FENCE
OVERHEAD TELEPHONE
OVERHEAD POWER
UNDERGROUND GAS
DRIP LINE OF WOODS
STORM PIPE
WETLAND
AC
G
W
AIR CONDITIONER
ELECTRIC MANHOLE
POWER-LIGHT POLE
GUY ANCHOR
DOWNSPOUT
GAS METER
CONTROL POINT OR BENCHMARK
MISCELLANEOUS
MANHOLE
POWER POLE
SOIL BORING (DRILLED OR PROPOSED)
SANITARY MANHOLE
WATER SHUTOFF
WETLAND BUFFER
SILT FENCE
LIMITS OF DISTURBANCE
CHAIN LINK FENCE
DOUBLE SWING GATE
ASPHALT PAVEMENT
CONCRETE SIDEWALK
CONTRACTOR STAGING AREA
013 134
C
IV
IL
PAVEMENT RESTORATION
PAVEMENT MILLING
12795304
DEWATERING IS REQUIRED. REFER TO SPECIFICATION SECTION 31 23 19.01.14.
FROM LEAVING THE SITE. CONTRACTOR TO SUBMIT EROSION CONTROL PLAN.
CONSTRUCTION. CONTRACTOR SHALL TAKE ALL OTHER MEASURES TO POSITIVELY PRECLUDE EROSION MATERIALS
CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION CONTROL DEVICES DURING 13.
SEED.
UNLESS SHOWN OTHERWISE, ALL DISTURBED AREAS NOT RECEIVING A HARD SURFACE SHALL BE COVERED WITH 12.
SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN.11.
ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN.10.
PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY AT ALL TIMES.9.
OF MATERIALS.
STAGING AREA SHALL BE FOR CONTRACTOR'S EMPLOYEE PARKING, CONTRACTOR'S TRAILERS AND ON-SITE STORAGE 8.
PAVEMENT.
COORDINATES AND DIMENSIONS SHOWN FOR ROADWAY IMPROVEMENTS ARE TO FACE OF CURB OR EDGE OF 7.
MONUMENT(S) IN A TIMELY MANNER, AND AT THE CONTRACTOR'S EXPENSE.
DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL
MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY BENCHMARKS, CONTROL POINTS, AND STAKES WHICH ARE 6.
ELEVATION AND NORTHING/EASTING.
THE SURVEY SHOWS 8 CONTROL POINTS AND BENCHMARKS. EACH CONTROL POINT AND BENCHMARK HAS AN 5.
VERTICAL DATUM: NAVD88.4.
HORIZONTAL DATUM: NEW JERSEY STATE PLANE COORDINATES, NAD83, NA2011, US SURVEY FEET, GEOID12A.3.
FINISH GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN HEAVY-LINED.
EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT-LINED. NEW 2.
SHALL VERIFY EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION.
JANUARY 19, 2019. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. THE CONTRACTOR
SOURCE OF TOPOGRAPHY SHOWN ON THE CIVIL PLANS ARE BASE MAPS PROVIDED BY MUXLOW SURVEYING, 1.
R E
E
NI
G
NE LANOI
S S
E F
O R
P
ADIROL
F
ESNECIL E
N
OL
AM S
UCRAM YNO
HT
N
A
DIGITALLY SIGNED
STATE OF
No 67406
SPIKE W FACE PP
ELEV=93.03
BM #60
SPIKE W FACE PP
ELEV=92.08
BM #61
SPIKE E FACE PP
ELEV=93.95
BM #63
CP #3
5/8"x2' R
EBAR/ORANGE CONTROL CAP
GRATE OVER CHANNEL
RIM=92.53
MH176
STEPS
STEPS
RIM=92.24
MH373
RIM=92.48
MH381
RIM=92.22
MH575
RIM=92.12
MH576
RIM=92.00
MH577
RIM=92.16
MH578
GRASS
GRASS
GRAVEL
GRASS
GRASS
GRASS
ASPHALT
CONCRETE SIDEWALK
CONCRETE
C O
N C R E T E
S
ID
E W
A L K
C O N C R
ET
E S
ID
EW
A
LK
CO
N
CRETE SIDEW
A
LK
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
SHED
BUILDING C-72
BUILDING C-32B
SHED
GRASS
GRASS
GRASS
GRASS
CP #1
R
IM
.0
M
H
RIM=94.66
MH830
RIM=91.35
MH5292
LATH
LATH LATH
LATH
RIM=92.74
MH5339
ASPHALT
GRASS
BUILDING 573
TANK
TANKTANK
TANK
TANK
CONCRETECONCRETE
CONCRETE
CONCRETE
CONCRETE
A P P R
O X
E D
G E
B
IT
C O
N T A
IN
E R S
P
A R
K E D
H E R E
ASPHALT
ASPHALT
ASPHALT
ASPHALT
WOODS
WOODS
WOODS
WOODS
HEADWALL
HEADWALL
GRASS
GRASS
GRASS
GRASS
GRASS
GRAVEL
GRAVEL
GRASS
TANK
5/8"x2' R
EBAR/ORANGE CONTROL CAP
EQUIPMENT.
CHANNEL ELEV=83.99
CONCRETE
AREA NOT MAPPED
DUE TO INACCESSIBLE
EQUIPMENT
WALL WIDTH
GRATE ELEV 92.27
FOUNDATION NOT VISIBLE.
GRASS
CURB
CURB
CURB
C U R
BC
U R B
C U R B
C U R B
ASPHALT
GRASS
GRASS
UNOBSERVABLE
AREA COVERED
WALL WIDTH
UNOBSERVABLE
AREA COVERED
W
G
W
W
W
W
W
S1-112
W1-113
S1-114
W1-115
7' INC. 1' BARBED WIRE ON TOP CHAINLINK
GATE
GATE
G A T E
GATE
GATE
VALVE
VALVE
TOP WALL 95.48
VALVE
VALVE TOP WALL 95.48
VALVE
TOP WALL 94.12
TOP WALL 103.7
TO
P
W A
LL
.7
WI-120
SI-101
SI-201
W
W2-103
W2-104
W2-105
W2-106
W2-107
S1-107 S1-106
S1-105S1-104
S1-103
S1-102
S2-209
S2-208 S2-207
S2-206
W1-117
W1-118
W1-119
S2-102
S2-102S2-103
S2-104
C H
A
IN
L
IN
K
IN
C 1'
B
A R B
IR
E
D
IR
E C T E D
O
U T
GATE
PANEL BOX
PANEL BOX
VALVE
VALVE
VALVE VALVE
TOP WALL 103.7
6 TOP WALL 103.7
DOUBLE DOOR
PANEL
TOP TANK 99.44
ELEC LUG
VALVE
VALVE
PANEL
ELECT OUTLET
SUMP
W1-116 COULD NOT BE LOCATED
W E T L A
N D
D E L
IN
E A T
IO
N
L
IN
E
W E T L A
N D
D E L
IN
E A T
IO
N
L
IN
E
W E T
LA
N D
D E
LI
N E A T
IO
N
LI
N E
C H
A
IN
L
IN
K
IN
C 1'
B
A R B
E
D
IR
E C T E D
O
U T
7' CHAINLINK INC. 1' BARBED WIRE DIRECTED OUT
AC
NO WIRES ON POLE
RIM=97.01
MH817
IE=89.76
IE=89.92
12" CMP
IE
.1
IE
.5
C M P
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G C
O M
M A
N D M
ID
-A
T L
A N
T
IC
P U
B
R
P A
R T
M E
R L E
N
R L
L
C K
N E
W
J E
R S
S
T E
W A
T E
R T
R E
A T
M E
N T P
L A
P
A
IR
B
Y R
E P
L A
C E
M E
N T S
N A
V
A P
O
A T
R L E
C O
L
C K
N E
W
J E
R S
E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S
IF
IE
D
UNCLASSIFIED
ARLINGTON,VA 22201
SUITE 500
1100 N GLEBE ROAD,
APRIL 2020
AS
DM
O T D
A T
E
P L
O T T
IM
E
-A
P R -2
:4
F
IL
E N
A M
E
C
IV
0100-C-101
B L
D G
-1
-C -1
.d g n
E1
E2
E3
E4
E5 E6
E7
E8
E9
E10
E10
E11
E11
E12
EXISTING FACILITIES E
E13
E14
20' 40'0
E15
E X
IS
T
IN
G C
O N
D
IT
IO
N S
P L
A N
E15
W E
T L
A N
D B
U F F E
R
150' WETLAND BUFFER
WETLAND LINE (TYP)
DELINEATED
N
014 134
12795305
SLUDGE PUMP STATIONE17
SAND FILTER PUMP STATIONE16
SHIPPING CONTAINER STORAGEE15
HEADWORKSE14
SPLITTER BOXE13
RAPID SAND FILTER PUMP STATIONE12
TRICKLING FILTERSE11
SECONDARY CLARIFIERSE10
FILTER BUILDING (B573)E9
BACKFLOW PREVENTORE8
ROTATING DRUM SCREENSE7
GENERATOR AND TRANSFORMERE6
INFLUENT PUMP STATIONE5
IMHOFF TANKSE4
SLUDGE HOLDING TANKE3
FORMER SLUDGE DRYING BEDSE2
PLANT OFFICE, BUIDLING C72E1
E
NI
G
NE LANOI
S S
E F
O R
P
ADIROL
F
ESNECIL E
N
OL
AM S
UCRAM YNO
HT
N
A
DIGITALLY SIGNED
SPIKE W FACE PP
ELEV=93.03
BM #60
SPIKE W FACE PP
ELEV=92.08
BM #61
SPIKE E FACE PP
ELEV=93.95
BM #63
CP #3
5/8"x2' R
EBAR/ORANGE CONTROL CAP
GRATE OVER CHANNEL
RIM=92.53
MH176
STEPS
STEPS
RIM=92.24
MH373
RIM=92.48
MH381
RIM=92.22
MH575
RIM=92.12
MH576
RIM=92.00
MH577
RIM=92.16
MH578
GRASS
GRASS
GRAVEL
GRASS
GRASS
GRASS
ASPHALT
CONCRETE SIDEWALK
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
ASPHALT
ASPHALT
ASPHALT
SHED
BUILDING C-72
BUILDING C-32B
SHED
GRASS
GRASS
GRASS
GRASS
CP #1
R
IM
.0
M
H
RIM=94.66
MH830
RIM=91.35
MH5292
LATH
LATH LATH
LATH
RIM=92.74
MH5339
GRASS
BUILDING 573
TANK
CONCRETE
CONCRETE
CONCRETE
ASPHALT
ASPHALT
ASPHALT
ASPHALT
WOODS
WOODS
WOODS
WOODS
HEADWALL
HEADWALL
GRASS
GRASS
GRASS
GRASS
GRASS
GRAVEL
GRAVEL
GRASS
TANK
5/8"x2' R
EBAR/ORANGE CONTROL CAP
EQUIPMENT.
CHANNEL ELEV=83.99
CONCRETE
AREA NOT MAPPED
DUE TO INACCESSIBLE
EQUIPMENT
WALL WIDTH
GRATE ELEV 92.27
FOUNDATION NOT VISIBLE.
GRASS
CURB
CURB
CURB
C U R
BC
U R B
C U R B
C U R B
ASPHALT
GRASS
GRASS
UNOBSERVABLE
AREA COVERED
WALL WIDTH
UNOBSERVABLE
AREA COVERED
W
G
W
W
W
W
W
S1-112
W1-113
S1-114
W1-115
7' INC. 1' BARBED WIRE ON TOP CHAINLINK
GATE
G A T E
GATE
GATE
VALVE
VALVE
TOP WALL 95.48
VALVE
VALVE TOP WALL 95.48
VALVE
TOP WALL 94.12
TOP WALL 103.7
TO
P
W A
LL
.7
WI-120
SI-101
SI-201
W
W2-103
W2-104
W2-105
W2-106
W2-107
S1-107 S1-106
S1-105S1-104
S1-103
S1-102
S2-209
S2-208 S2-207
S2-206
W1-117
W1-118
W1-119
S2-102
S2-102S2-103
S2-104
C H
A
IN
L
IN
K
IN
C 1'
B
A R B
E
D
IR
E C T E D
O
U T
GATE
PANEL BOX
PANEL BOX
VALVE
VALVE
VALVE VALVE
TOP WALL 103.7
6 TOP WALL 103.7
DOUBLE DOOR
PANEL
TOP TANK 99.44
ELEC LUG
VALVE
VALVE
ELECT OUTLET
W1-116 COULD NOT BE LOCATED
W E T L A
N D
D E L
IN
E A T
IO
N
L
IN
E
W E T L A
N D
D E L
IN
E A T
IO
N
L
IN
E
W E T
LA
N D
D E
LI
N E A T
IO
N
LI
N E
C H
A
IN
L
IN
K
IN
C 1'
B
A R B
E
D
IR
E C T E D
O
U T
AC
NO WIRES ON POLE
RIM=97.01
MH817
IE=89.76
IE=89.92
12" CMP
IE
.1
IE
.5
C M P
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G C
O M
M A
N D M
ID
-A
T L
A N
T
IC
P U
B
R
P A
R T
M E
R L E
N
R L
L
C K
N E
W
J E
R S
S
T E
W A
T E
R T
R E
A T
M E
N T P
L A
P
A
IR
B
Y R
E P
L A
C E
M E
N T S
N A
V
A P
O
A T
R L E
C O
L
C K
N E
W
J E
R S
E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S
IF
IE
D
UNCLASSIFIED
ARLINGTON,VA 22201
SUITE 500
1100 N GLEBE ROAD,
APRIL 2020
AS
DM
O T D
A T
E
P L
O T T
IM
E
-A
P R -2
:4
F
IL
E N
A M
E
B L
D G
-1
-C -1
.d g n
C
IV
IL
0100-C-102
20' 40'0
E2
E3
E5
E6
E7
E8
E9
E12
E14
E15
EXISTING FACILITIES E
L A
Y O
U T P
L A
N
B L
D G
A
N D
SBR TANK BLOWER PAD
BUILDING
CHEMICAL
N 524 111.03
E 586 920.57
N 524 120.96
E 587 039.59
N 524 115.66
E 587 043.84
E 586 906.75
N 524 139.20
N 524 147.59
E 586 900.25
E 586 860.82
N 524 138.74
N 524 159.95
E 586 853.43
N 524 200.29
E 586 858.54
N 524 223.36
E 586 909.85 N 524 220.13
E 586 861.06 E 586 740.21
N 524 244.86
E 586 780.10
N 524 201.74
N 524 158.21
E 586 765.51
N 524 163.01
E 586 729.83
N 524 146.80
E 586 753.87
5'
TYP
5'
5'
.1
.8
10'
R
8'
R
15'
R
30'R
E1
.6
LOCATE)
PAD (FIELD
TRANSFORMER
W E
T L
A N
D B
U F F E
R
150' WETLAND BUFFER
WETLAND LINE (TYP)
DELINEATED
.3
16'
N 524 205.54
E 586 664.18
CP #1
E 587 061.00
N 524 149.75
EL = 92.08
BM #61
N 524 037.03
E 587 029.62
EL = 93.03
BM #60
E15
E6 E 586 948.92
N 523 995.62
EL = 93.95
BM #63
015 134
A2
0100-C-501
DISABILITIES ACT (ADA)
AMERICANS WITH
JERSEY STANDARDS AND
ACCORDANCE WITH NEW
ADA MARKING AND SIGN IN
6.5'
R
5'
R
8'
E4
12795306
E 586 902.44
N 524 016.64
N 524 004.65
E 586 895.52
1" = 20'
SHIPPING CONTAINER STORAGEE15
HEADWORKSE14
NOT USED (DEMOLISH)E13
RAPID SAND FILTER PUMP STATIONE12
NOT USED (DEMOLISH)E11
NOT USED (DEMOLISH)E10
FILTER BUILDING (B573)E9
BACKFLOW PREVENTORE8
ROTATING DRUM SCREENSE7
GENERATOR AND TRANSFORMERE6
INFLUENT PUMP STATIONE5
IMHOFF TANKSE4
SLUDGE HOLDING TANKE3
FORMER SLUDGE DRYING BEDSE2
PLANT OFFICE, BUIDLING C72E1
SBR 3&4
FUTURE
SBR 5&6
FUTURE
EDGE OF PAVEMENT)
(2' MIN FROM
WHEEL STOP, TYP
CONCRETE
(TYP)
MARKING
WHITE
PAINTED
4" WIDE
R E
E
NI
G
NE LANOI
S S
E F
O R
P
ADIROL
F
ESNECIL E
N
OL
AM S
UCRAM YNO
HT
N
A
DIGITALLY SIGNED
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G C
O M
M A
N D M
ID
-A
T L
A N
T
IC
P U
B
R
P A
R T
M E
R L E
N
R L
L
C K
N E
W
J E
R S
S
T E
W A
T E
R T
R E
A T
M E
N T P
L A
P
A
IR
B
Y R
E P
L A
C E
M E
N T S
N A
V
A P
O
A T
R L E
C O
L
C K
N E
W
J E
R S
E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S
IF
IE
D
UNCLASSIFIED
ARLINGTON,VA 22201
SUITE 500
1100 N GLEBE ROAD,
APRIL 2020
AS
DM
O T D
A T
E
P L
O T T
IM
E
-A
P R -2
:4
F
IL
E N
A M
E
B L
D G
-1
-C -5
.d g n
C
IV
0100-C-501
T A
IL
S
C10100-CG101
TYPICAL SECTION
6" TYP
1'-0" MIN
M
NOTES:
DRIVEWAY SHALL BE 6" MINIMUM.
4" MINIMUM, THICKNESS IN
SIDEWALKS SHALL BE NOMINAL
CONCRETE DEPTH FOR STANDARD
CONTRACTION JOINT AT THE MIDPOINT.
SHALL HAVE A LONGITUDINAL
SIDEWALKS 8 FEET AND WIDER
B.
A.
0100-CG101 C2
NTS NTS
BRACE
M
IN
LINE POST
TRUSS ROD
M
IN
10'-0"10'-0" MAX
LINE POST CONNECTION TOP RAIL CONNECTION
NOTES:
TYPICAL CORNER POST
TYPICAL PULL POST
CORNER BASE
16" DIA CONC
BAR, TYP
STRETCHER
POST, TYP
CORNER
SPACE 24" MAX
WIRE CLIP
NO. 9 GALV
BASE, TYP
9" DIA CONC
WIRE NO. 7
TENSION
BASE, TYP
9" DIA CONC
T Y
P
M
IN
T Y
P
M
IN
BANDS, TYP
STRETCHER
SPACING
MAX POST
TENSION WIRE
ROD ASSEMBLY
3/8 " TRUSSPOST
LINE
PULL POST
PULL BASE
16" DIA CONC
0100-CG101 C3
NTS
WITHIN THE FOLLOWING LIMITS:
BASE SURFACE TEMPERATURES ARE
COMBINATIONS OF LIFT THICKNESS AND
HMA SHALL BE PLACED WHEN
COLD WEATHER LIMITATIONS
INCHES
LIFT THICKNESS MINIMUM BASE
> 2
1 - 2
< 1
SPECIFICATION - 2007
SEE NJDOT STANDARD
LINK FABRIC
2" CHAINTOP RAIL BARBED WIRE
3 STRANDS
LINK FABRIC
2" CHAIN
BARBED WIRE
3 STRANDS
TOP RAIL
A10100-CG101
NTS
C L E
A R
/2
M
IN
ROAD MATERIAL
WIDTH
TENSION WIRE
WIDTH/2, TYP
SEE PLANS
FINISH GRADE
TYP
ASSEMBLY,
TRUSS ROD
3/8"
STRETCHER BAR
PLUNGER BAR
WITH HOLE FOR
CONCRETE STOP
12"x12" SQx18" DEEP
T Y
P
M
IN
BRACE, TYP
W/ CENTER STOP SET IN CONCRETE
PLUNGER BAR TYPE LOCKABLE LATCH
CONCRETE, TYP
16" DIA
POST, TYP
GATE
BARBED WIRE
3 STRANDS
LINK FABRIC
2" CHAIN
016 134
A20100-C-102
NTS
TYP
ATTACHMENT DETAIL
PLAN
1'-0"1'-0"
6"
A. WHEEL STOP SHALL BE CENTERED IN PARKING STALL
TYP
2'-0"
M
IN
4"3"
10"
NOTES:
6'-0"
(MIN).
MILL AND RESTORE DEPTH SHALL BE 1.5 INCHES 2.
COMPLY WITH NJDOT STANDARD SPECIICATION 2007.
ALL PAVEMENT AND INSTALLATION METHODS SHALL 1.
NOTES:
12795307
(SEE NOTE 3)
(SEE NOTE 3)
NOTE INCLUDE BARBED WIRE.
THE 4' HIGH AND 6' WIDE SWING GATE AT THE IMHOFF TANKS DOES 1.
NOTES:
31 23 00.00 20"
GRANULAR FILL IN CONFORMANCE TO SECTION
REMOVED AS DIRECTED AND BACKFILLED WITH
BELOW THE GRADES SHOWN SHALL BE
ANY UNSATISFACTORY MATERIAL ENCOUNTERED
DETERMINED IN ACCORDANCE WITH ASTM D1557.
PERCENT RELATIVE COMPACTION AS
INCHES COMPACTED TO MINIMUM OF 95
UNYIELDING SURFACE WITH THE UPPER 6
COMPACT SUBGRADE TO ACHIEVE A FIRM, 3.
4" THK. HMA 19M64 BASE COURSE2.
NOTE 2 FOR MILLING INSTRUCTIONS)
2" THK. HMA 9.5M64 SURFACE COURSE (SEE 1.
STRUCTURE OR DOOR LANDING)
1/2" PJF (WHERE AGAINST 9.
SEE NOTE B8.
SLOPE 1/4"/FT OR AS SHOWN7.
2:1 MAX SLOPE6.
WIDTH AS NOTED ON PLANS 5.
PREPARED SUBGRADE 4.
BASE COURSE3.
1:1, TYP2.
GRADING PLANS
FINISH GRADE, SLOPE AS SHOWN ON 1.
NOT INCLUDE THE BARBED WIRE.
AROUND THE IMHOFF TANKS DOES
THE 4' HIGH CHAIN LINK FENCE 3.
POSTS.
FABRIC ATTACHED TO OUTSIDE OF 2.
POSTS.
AT GATES AND SIDE OF ALL CORNER
BRACE AND TRUSS ROD REQUIRED 1.
ABOVE GROUND
TO BE 10" MAX
MAX BOTTOM TIE
CLIP SPACE 12"
NO. 9 GALV WIRE
STRETCHER BAR BANDS
#6x23" BARS (2)9.
REBAR AND CONCRETE
NON-SHRINK GROUT BETWEEN #6 8.
GROUT
PLUG WITH 3:1 SAND AND CEMENT 7.
EDGE OF PAVEMENT6.
PARKING STALL PAVEMENT5.
#3 BARS (2)4.
2" CLEARANCE3.
PROVIDE 1" MIN OPENINGS2.
13/16" DIA HOLES1.
CHAIN LINK FENCE (TYP) CONCRETE SIDEWALK (TYP) ASPHALT PAVING SECTION (TYP)
WHEEL STOP (TYP)DOUBLE SWING GATE (TYP)
(S E
E N
O T
E
S
H O
O R
R E
E
NI
G
NE LANOI
S S
E F
O R
P
ADIROL
F
ESNECIL E
N
OL
AM S
UCRAM YNO
HT
N
A
DIGITALLY SIGNED
92.01 92.18
BC
.1
0BC92.94
BC
.9
BC
.6
BC92.81
BC
.8
BC92.78
BC
.8
BC
.6
BC
.6
BC92.50
BC
.4
BC
.7
BC
.8
BC92.89
BC92.59
BC
.6
BC
.5
0BC
.6
BC
.6
BC
.6
SPIKE W FACE PP
ELEV=93.03
BM #60
SPIKE W FACE PP
ELEV=92.08
BM #61
SPIKE E FACE PP
ELEV=93.95
BM #63
CP #3
5/8"x2' R
EBAR/ORANGE CONTROL CAP
EC
.7
FF=93.29
FF=93.28
SILL
FF=93.12
SILL
GRATE OVER CHANNEL
RIM=92.53
MH176
STEPS
STEPS
RIM=92.24
MH373
RIM=92.48
MH381
RIM=92.22
MH575
RIM=92.12
MH576
RIM=92.00
MH577
RIM=92.16
MH578
91.38
91.66 92.25
92.23
91.92
91.91
.1
92.39
92.89
.7
91.63
GRASS
92.91
GRASS
92.6092.83
GRAVEL
92.91
92.85
93.08 93.47
93.41 93.43
93.58 93.70
93.66
92.92 93.14
93.66
93.13
GRASS
92.84
92.91
93.01
93.04
92.47
92.36
92.75
92.71
92.46
92.81
GRASS
92.63
92.55
92.20
GRASS
92.68
92.17
92.12
92.51
92.35
92.50
92.10
92.20
92.07
91.83
91.89
92.07
92.10
92.00
92.13
ASPHALT
92.05
93.61 93.55
93.16
93.07 93.01
93.01 92.78
93.06 92.99
92.82
92.63 92.75
92.75 92.82
93.13
93.18 93.15
93.07
93.29 92.86
92.7492.64
92.78
92.8692.82 92.95
93.1792.99
92.81
92.97
93.0793.31 93.8693.36
94.05
93.78
93.17
93.63 93.58 93.39
93.34
93.24
93.16
92.88
92.87
92.93
92.89 92.86
93.26 93.26
CONCRETE SIDEWALK
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
ASPHALT
ASPHALT
ASPHALT
SHED
BUILDING C-72
BUILDING C-32B
SHED
GRASS
GRASS
GRASS
GRASS
CP #1
FF=92.34
SILL
FF=92.39
SILL
FF=92.42
SILL
FF=95.44
FF=95.47
R
IM
.0
M
H
RIM=94.66
MH830
RIM=91.35
MH5292
LATH
LATH LATH
LATH
RIM=92.74
MH5339
93.87
94.6895.32
97.56
98.73
91.80
92.24
92.66
92.98
93.76
93.62
92.86
93.51
94.42 94.83
94.82 94.70
94.54
94.68
100.34
100.45
99.89
99.34
94.77
93.75 94.03
93.85
94.71
94.74
94.65
94.21 94.80
94.17 93.92
93.93
93.94
93.85 93.68
93.56 94.03
94.21
100.08
100.23
100.30
99.05
98.44
96.78
97.11
100.12
100.21
100.26
100.32
100.20 100.05
100.18
100.15
100.05
92.16
92.28
92.78
92.62
92.45
92.77
93.16GRASS
93.05
93.46
93.81 94.05
94.25
94.85
96.1397.35 97.88
98.13
97.56
96.78
95.90
91.98 92.05
92.13
92.26 92.19
93.34
93.36
92.95
92.84
92.78
92.77
92.86
92.93 93.07
93.35
93.22 93.0492.81
92.86 92.96
93.06 93.41
93.68 93.26
93.57
93.59
93.67 92.98
93.14
93.12 92.85 93.00
92.93
93.16
93.20 92.99
92.92
92.87 92.88
92.86 92.91 92.77
93.01
93.11 93.17
93.14
93.20 93.10
93.04
92.9893.0492.9692.9693.00 92.95
92.93 92.98
93.46
94.34
94.20
93.81
94.06
94.23
94.88
98.17
FF=93.29
BUILDING 573
TANK
CONCRETE
CONCRETE
CONCRETE
ASPHALT
ASPHALT
ASPHALT
ASPHALT
WOODS
WOODS
WOODS
WOODS
HEADWALL
HEADWALL
GRASS
GRASS
GRASS
GRASS
GRASS
GRAVEL
GRAVEL
GRASS
TANK
5/8"x2' R
EBAR/ORANGE CONTROL CAP
EQUIPMENT.
CHANNEL ELEV=83.99
CONCRETE
AREA NOT MAPPED
DUE TO INACCESSIBLE
EQUIPMENT
WALL WIDTH
GRATE ELEV 92.27
FOUNDATION NOT VISIBLE.
GRASS
CURB
CURB
CURB
C U R
BC
U R B
C U R B
C U R B
ASPHALT
GRASS
GRASS
UNOBSERVABLE
AREA COVERED
WALL WIDTH
UNOBSERVABLE
AREA COVERED
W
G
W
W
W
W
W
S1-112
W1-113
S1-114
W1-115
7' INC. 1' BARBED WIRE ON TOP CHAINLINK
GATE
G A T E
GATE
GATE
VALVE
VALVE
TOP WALL 95.48
VALVE
VALVE TOP WALL 95.48
VALVE
TOP WALL 94.12
TOP WALL 103.7
TO
P
W A
LL
.7
WI-120
SI-101
SI-201
W
W2-103
W2-104
W2-105
W2-106
W2-107
S1-107 S1-106
S1-105S1-104
S1-103
S1-102
S2-209
S2-208 S2-207
S2-206
W1-117
W1-118
W1-119
S2-102
S2-102S2-103
S2-104
C H
A
IN
L
IN
K
IN
C 1'
B
A R B
E
D
IR
E C T E D
O
U T
GATE
PANEL BOX
PANEL BOX
VALVE
VALVE
VALVE VALVE
TOP WALL 103.7
6 TOP WALL 103.7
DOUBLE DOOR
PANEL
TOP TANK 99.44
ELEC LUG
VALVE
VALVE
ELECT OUTLET
W1-116 COULD NOT BE LOCATED
W E T L A
N D
D E L
IN
E A T
IO
N
L
IN
E
W E T L A
N D
D E L
IN
E A T
IO
N
L
IN
E
W E T
LA
N D
D E
LI
N E A T
IO
N
LI
N E
C H
A
IN
L
IN
K
IN
C 1'
B
A R B
E
D
IR
E C T E D
O
U T
EB
.1
EB
.1
EB
.1
EB
.2
EB91.27
EB
.2
EB
.2
91.30
91.30
EB
.3
91.32
EB
.3
EB
.3
EB
.3
EB91.34
EB
.3
EB91.41
91.41
EB91.44
91.45
EB91.47EB91.50
EB91.52
EB
.5
EB
.5
EB
.5
EB91.57
EB
.5
EB91.58
EB
.6
EB91.75
EC
.7
EC
.8
91.87
EB91.89
EB91.91
EC
.9
EB
.9
EB
.9
EB92.04
EB
.0
EC92.06
92.07
EC92.07
EC
.0
EB
.0
EB
.0
92.09
EC92.09
EB
.0
9EB92.11
EB
.1
92.12
EB92.13
EB92.13
92.14
EB
.1
EB92.15
EB92.15
EB
.1
EB92.16
EC
.1
6EB92.17
EB
.1
EB92.19
EB92.20
EB92.21
EB92.21
EB
.2
EB
.2
EB92.23
EB92.24
EB
.2
EB
.2
92.25
EB92.28
EB
.2
EB
.2
EB92.28
92.29
EB92.29
EB
.3
EB
.3
EB
.3
EB92.32
92.33
EB
.3
EB
.3
EB
.3
EB92.36
EB92.37
EB92.39
EB
.4
EC92.41
EB92.43
EB92.43
EB92.46
92.46
EB92.47
EC92.48
EB92.49
92.49
EB92.52
EB92.53
EB
.5
E B .6
EB92.63
EB
.6
EB92.67
EB92.69
EB92.70
EC
.7
EB92.71
EB92.71
EC
.7
EB
.7
EB
.7
EC92.75
EB92.76
EC92.78
EB92.82
EB92.83
EC
.8
EB
.8
EB92.86
EC
.8
EB92.86
EB92.87
EC
.8
92.91
EC
.9
92.92
EB92.93
AC
EB
.9
EC
.0
EB93.02
EC
.0
EC
.0
EC
.0
EB
.0
EC
.0
EB93.09
EB93.11
EC
.1
EB
.1
EB
.1
EB
.1
EB
.1
EC
.1
EB93.18
EB
.2
0EB
.2
EC93.22
EC93.25
EB93.25
EB93.26
EB93.28
EC93.30
EC
.3
93.33
93.36
EB
.3
EC
.3
93.39
EC
.4
EB93.43
93.47
EB93.54
EB
.6
EB93.72
EB93.88
EB
.9
EB93.99
94.06
EB94.07
EB
.1
EC
.1
EB
.1
EC
.1
EC
.1
EC
.1
EB
.1
7 EB94.19
EB
.2
EB94.30
EB94.31
EB
.3
EB
.3
EB94.36
EB94.40
EB
.4
EB94.42
EB
.4
94.50
EB
.5
EB
.6
EB
.8
EB
.8
EC95.01
EC95.06
EC95.07
EC95.09
EB
.1
EB
.1
EB
.1
95.12
EC95.15
EC95.15
EC95.17
EC95.19
EB
.2
EB
.5
EB
.6
EC95.68
EC95.83
EC95.83
NO WIRES ON POLE
EC95.90
EB
.9
RIM=97.01
MH817
EC96.38 EC96.44
EC96.53
EC96.56
EC101.31
EC101.31
EC101.42
EC101.45
EC
2.
EC
2.
EC102.12
EC
2.
IE=89.76
IE=89.92
12" CMP
IE
.1
IE
.5
C M P
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G C
O M
M A
N D M
ID
-A
T L
A N
T
IC
P U
B
R
P A
R T
M E
R L E
N
R L
L
C K
N E
W
J E
R S
S
T E
W A
T E
R T
R E
A T
M E
N T P
L A
P
A
IR
B
Y R
E P
L A
C E
M E
N T S
N A
V
A P
O
A T
R L E
C O
L
C K
N E
W
J E
R S
E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S
IF
IE
D
UNCLASSIFIED
ARLINGTON,VA 22201
SUITE 500
1100 N GLEBE ROAD,
APRIL 2020
AS
DM
O T D
A T
E
P L
O T T
IM
E
-A
P R -2
:4
F
IL
E N
A M
E
B L
D G
-1
-C
G .d g n
D R
A
IN
A G
E P
L A
N
C
IV
IL
G R
A D
IN
G A
N D
0100-CG101
20' 40'0
93.60 ES
93.95 ES
94.00 ES
94.15 ES
93.88 ES
TOC = 94.33
SBR TANK
TOC = 94.00
BLOWER PAD
93.60 EP
93.87 EP94.10 EP
94.40 EP (HP)
95.00 EP 95.00 EP
93.22 EP
92.80 EP
92.90 EP
93.30 EP
93.30 EP
91.73 EP
92.35 EP
92.50 EP 92.30 EP
92.00 EP
91.90 EP
(MATCH CURB)
94.17 ES
94.26 EL/ES
94.2 FG
93.7 FG
93.5 FG 93.5 FG 93.5 FG
WETLAND LINE (TYP)
DELINEATED
.7 F
G
94.25 ES
94.25 EL
94.0 FG
E1
E3
E5
E6
E7
E8
E9
E12
E14
E15
EXISTING FACILITIES E
W E
T L
A N
D B
U F F E
R
150' WETLAND BUFFER
128'
E15
E6
SWING GATE
32' WIDE DOUBLE
A1
0100-C-501
C2
0100-C-501
SWING GATE
16' WIDE DOUBLE A1
0100-C-501
WIRE (TYP)
W/ BARBED
LINK FENCE
6' HIGH CHAIN
C1
0100-C-501
C3
0100-C-501
AREAS (TYP)
SEED DISTURBED
GRADING LEGEND
HIGH POINTHP
FINISHED GRADEFG
EDGE OF SIDEWALKES
EDGE OF LANDINGEL
EDGE OF PAVEMENTEP
017 134
NOTES
LOCATIONS.
GEOTECHNICAL NOTES AND BORING
SEE BORING LOCATION PLAN FOR 1.
15'
0100-C-501
C3
(TYP)
ASPHALT PAVEMENT
MILL AND RESTORE
SIM
SPEC 02 41 10)
MARKER (SEE
FACILITY SETTLEMENT
EXISTING
SIDEWALK (TYP)
5' WIDE CONCRETE
E2
94.10 ES
93.80 EP/ES
E4
12795308
FROM TANK WALL)
LINK FENCE (2'
4' HIGH CHAIN
C1
0100-C-501
SIM
A1
0100-C-501
FOR MILL & RESTORE
SHIPPING CONTAINERS
TEMPORARILY RELOCATE
TOC = 94.25
ELEC SERVICE PAD
GATE (1 OF 2)
6' WIDE SWING
SHIPPING CONTAINER STORAGEE15
HEADWORKSE14
NOT USED (DEMOLISH)E13
RAPID SAND FILTER PUMP STATIONE12
NOT USED (DEMOLISH)E11
NOT USED (DEMOLISH)E10
FILTER BUILDING (B573)E9
BACKFLOW PREVENTORE8
ROTATING DRUM SCREENSE7
GENERATOR AND TRANSFORMERE6
INFLUENT PUMP STATIONE5
IMHOFF TANKSE4
SLUDGE HOLDING TANKE3
FORMER SLUDGE DRYING BEDSE2
PLANT OFFICE, BUIDLING C-72E1
94.25 FG
93.9 FG
94.23 EL
94.23 EL
94.00 PAD
93.30 EP
.5
.5
PAD, TOC = 93.75
TRANSFORMER
93.50 ES 93.30 ES
93.70 ES
93.20 ES
93.30 ES
93.80 ES
93.40 ES
93.40 ES
1"=20'
94.17 FG
PAVEMENT (TYP)
NEW ASPHALT
SBR 5&6
FUTURE
SBR 3&4
FUTURE
(10196 SF) PER SPEC 02 41 10
GROUND IMPROVEMENT LIMITS
C2
0100-C-501
FF = 94.33
BUILDING
CHEMICAL
SIDEWALK
R E
E
NI
G
NE LANOI
S S
E F
O R
P
ADIROL
F
ESNECIL E
N
OL
AM S
UCRAM YNO
HT
N
A
DIGITALLY SIGNED
92.01 92.18
BC
.1
0BC92.94
BC
.9
BC
.6
BC92.81
BC
.8
BC92.78
BC
.8
BC
.6
BC
.6
BC92.50
BC
.4
BC
.7
BC
.8
BC92.89
BC92.59
BC
.6
BC
.5
0BC
.6
BC
.6
BC
.6
SPIKE W FACE PP
ELEV=93.03
BM #60
SPIKE W FACE PP
ELEV=92.08
BM #61
SPIKE E FACE PP
ELEV=93.95
BM #63
CP #3
5/8"x2' R
EBAR/ORANGE CONTROL CAP
EC
.7
FF=93.29
FF=93.28
SILL
FF=93.12
SILL
GRATE OVER CHANNEL
RIM=92.53
MH176
STEPS
STEPS
RIM=92.24
MH373
RIM=92.48
MH381
RIM=92.22
MH575
RIM=92.12
MH576
RIM=92.00
MH577
RIM=92.16
MH578
91.38
91.66 92.25
92.23
91.92
91.91
.1
92.39
92.89
.7
91.63
GRASS
92.91
GRASS
92.6092.83
GRAVEL
92.91
92.85
93.08 93.47
93.41 93.43
93.58 93.70
93.66
92.92 93.14
93.66
93.13
GRASS
92.84
92.91
93.01
93.04
92.47
92.36
92.75
92.71
92.46
92.81
GRASS
92.63
92.55
92.20
GRASS
92.68
92.17
92.12
92.51
92.35
92.50
92.10
92.20
92.07
91.83
91.89
92.07
92.10
92.00
92.13
ASPHALT
92.05
93.61 93.55
93.16
93.07 93.01
93.01 92.78
93.06 92.99
92.82
92.63 92.75
92.75 92.82
93.13
93.18 93.15
93.07
93.29 92.86
92.7492.64
92.78
92.8692.82 92.95
93.1792.99
92.81
92.97
93.0793.31 93.8693.36
94.05
93.78
93.17
93.63 93.58 93.39
93.34
93.24
93.16
92.88
92.87
92.93
92.89 92.86
93.26 93.26
CONCRETE SIDEWALK
CONCRETE
C O
N C R E T E
S
ID
E W
A L K
C O N C R
ET
E S
ID
EW
A
LK
CO
N
CRETE SIDEW
A
LK
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
SHED
BUILDING C-72
BUILDING C-32B
SHED
GRASS
GRASS
GRASS
GRASS
CP #1
FF=92.34
SILL
FF=92.39
SILL
FF=92.42
SILL
FF=95.44
FF=95.47
R
IM
.0
M
H
RIM=94.66
MH830
RIM=91.35
MH5292
RIM=92.74
MH5339
93.87
94.6895.32
97.56
98.73
91.80
92.24
92.66
92.98
93.76
93.62
92.86
93.51
94.42 94.83
94.82 94.70
94.54
94.68
100.34
100.45
99.89
99.34
94.77
93.75 94.03
93.85
94.71
94.74
ASPHALT
94.65
94.21 94.80
94.17 93.92
93.93
93.94
93.85 93.68
93.56 94.03
94.21
100.08
100.23
100.30
99.05
98.44
96.78
97.11
100.12
100.21
100.26
100.32
100.20 100.05
100.18
100.15
100.05
92.16
92.28
92.78
92.62
92.45
92.77
93.16GRASS
93.05
93.46
93.81 94.05
94.25
94.85
96.1397.35 97.88
98.13
97.56
96.78
95.90
91.98 92.05
92.13
92.26 92.19
93.34
93.36
92.95
92.84
92.78
92.77
92.86
92.93 93.07
93.35
93.22 93.0492.81
92.86 92.96
93.06 93.41
93.68 93.26
93.57
93.59
93.67 92.98
93.14
93.12 92.85 93.00
92.93
93.16
93.20 92.99
92.92
92.87 92.88
92.86 92.91 92.77
93.01
93.11 93.17
93.14
93.20 93.10
93.04
92.9893.0492.9692.9693.00 92.95
92.93 92.98
93.46
94.34
94.20
93.81
94.06
94.23
94.88
98.17
FF=93.29
BUILDING 573
TANK
TANKTANK
TANK
TANK
CONCRETECONCRETE
CONCRETE
CONCRETE
CONCRETE
A P P R
O X
E D
G E
B
IT
C O
N T A
IN
E R S
P
A R
K E D
H E R E
ASPHALT
ASPHALT
ASPHALT
ASPHALT
WOODS
WOODS
WOODS
WOODS
HEADWALL
HEADWALL
GRASS
GRASS
GRASS
GRASS
GRASS
GRAVEL
GRAVEL
GRASS
TANK
5/8"x2' R
EBAR/ORANGE CONTROL CAP
EQUIPMENT.
CHANNEL ELEV=83.99
CONCRETE
AREA NOT MAPPED
DUE TO INACCESSIBLE
EQUIPMENT
WALL WIDTH
GRATE ELEV 92.27
FOUNDATION NOT VISIBLE.
GRASS
CURB
CURB
CURB
C U R
BC
U R B
C U R B
C U R B
ASPHALT
GRASS
GRASS
UNOBSERVABLE
AREA COVERED
WALL WIDTH
UNOBSERVABLE
AREA COVERED
S1-112
W1-113
S1-114
W1-115
7' INC. 1' BARBED WIRE ON TOP CHAINLINK
GATE
GATE
G A T E
GATE
GATE
VALVE
VALVE
TOP WALL 95.48
VALVE
VALVE TOP WALL 95.48
VALVE
TOP WALL 94.12
TOP WALL 103.7
TO
P
W A
LL
.7
WI-120
SI-101
SI-201
W
W2-103
W2-104
W2-105
W2-106
W2-107
S1-107 S1-106
S1-105S1-104
S1-103
S1-102
S2-209
S2-208 S2-207
S2-206
W1-117
W1-118
W1-119
S2-102
S2-102S2-103
S2-104
C H
A
IN
L
IN
K
IN
C 1'
B
A R B
E
D
IR
E C T E D
O
U T
GATE
PANEL BOX
PANEL BOX
VALVE
VALVE
VALVE VALVE
TOP WALL 103.7
6 TOP WALL 103.7
DOUBLE DOOR
PANEL
TOP TANK 99.44
ELEC LUG
VALVE
VALVE
PANEL
ELECT OUTLET
SUMP
W1-116 COULD NOT BE LOCATED
W E T L A
N D
D E L
IN
E A T
IO
N
L
IN
E
W E T L A
N D
D E L
IN
E A T
IO
N
L
IN
E
W E T
LA
N D
D E
LI
N E A T
IO
N
LI
N E
C H
A
IN
L
IN
K
IN
C 1'
B
A R B
E
D
IR
E C T E D
O
U T
7' CHAINLINK INC. 1' BARBED WIRE DIRECTED OUT
EB
.1
EB
.1
EB
.1
EB
.2
EB91.27
EB
.2
EB
.2
91.30
91.30
EB
.3
91.32
EB
.3
EB
.3
EB
.3
EB91.34
EB
.3
EB91.41
91.41
EB91.44
91.45
EB91.47EB91.50
EB91.52
EB
.5
EB
.5
EB
.5
EB91.57
EB
.5
EB91.58
EB
.6
EB91.75
EC
.7
EC
.8
91.87
EB91.89
EB91.91
EC
.9
EB
.9
EB
.9
EB92.04
EB
.0
EC92.06
92.07
EC92.07
EC
.0
EB
.0
EB
.0
92.09
EC92.09
EB
.0
9EB92.11
EB
.1
92.12
EB92.13
EB92.13
92.14
EB
.1
EB92.15
EB92.15
EB
.1
EB92.16
EC
.1
6EB92.17
EB
.1
EB92.19
EB92.20
EB92.21
EB92.21
EB
.2
EB
.2
EB92.23
EB92.24
EB
.2
EB
.2
92.25
EB92.28
EB
.2
EB
.2
EB92.28
92.29
EB92.29
EB
.3
EB
.3
EB
.3
EB92.32
92.33
EB
.3
EB
.3
EB
.3
EB92.36
EB92.37
EB92.39
EB
.4
EC92.41
EB92.43
EB92.43
EB92.46
92.46
EB92.47
EC92.48
EB92.49
92.49
EB92.52
EB92.53
EB
.5
E B .6
EB92.63
EB
.6
EB92.67
EB92.69
EB92.70
EC
.7
EB92.71
EB92.71
EC
.7
EB
.7
EB
.7
EC92.75
EB92.76
EC92.78
EB92.82
EB92.83
EC
.8
EB
.8
EB92.86
EC
.8
EB92.86
EB92.87
EC
.8
92.91
EC
.9
92.92
EB92.93
EB
.9
EC
.0
EB93.02
EC
.0
EC
.0
EC
.0
EB
.0
EC
.0
EB93.09
EB93.11
EC
.1
EB
.1
EB
.1
EB
.1
EB
.1
EC
.1
EB93.18
EB
.2
0EB
.2
EC93.22
EC93.25
EB93.25
EB93.26
EB93.28
EC93.30
EC
.3
93.33
93.36
EB
.3
EC
.3
93.39
EC
.4
EB93.43
93.47
EB93.54
EB
.6
EB93.72
EB93.88
EB
.9
EB93.99
94.06
EB94.07
EB
.1
EC
.1
EB
.1
EC
.1
EC
.1
EC
.1
EB
.1
7 EB94.19
EB
.2
EB94.30
EB94.31
EB
.3
EB
.3
EB94.36
EB94.40
EB
.4
EB94.42
EB
.4
94.50
EB
.5
EB
.6
EB
.8
EB
.8
EC95.01
EC95.06
EC95.07
EC95.09
EB
.1
EB
.1
EB
.1
95.12
EC95.15
EC95.15
EC95.17
EC95.19
EB
.2
EB
.5
EB
.6
EC95.68
EC95.83
EC95.83
EC95.90
EB
.9
RIM=97.01
MH817
EC96.38 EC96.44
EC96.53
EC96.56
EC101.31
EC101.31
EC101.42
EC101.45
EC
2.
EC
2.
EC102.12
EC
2.
IE=89.76
IE=89.92
12" CMP
IE
.1
IE
.5
C M P
(WITHIN PROJECT LIMITS)
UdaB Udorthents
SCS SOIL
LATH
LATH LATH
LATH
W
G
W
W
W
W
W
AC
NO WIRES ON POLE
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G C
O M
M A
N D M
ID
-A
T L
A N
T
IC
P U
B
R
P A
R T
M E
R L E
N
R L
L
C K
N E
W
J E
R S
S
T E
W A
T E
R T
R E
A T
M E
N T P
L A
P
A
IR
B
Y R
E P
L A
C E
M E
N T S
N A
V
A P
O
A T
R L E
C O
L
C K
N E
W
J E
R S
E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S
IF
IE
D
UNCLASSIFIED
ARLINGTON,VA 22201
SUITE 500
1100 N GLEBE ROAD,
APRIL 2020
AS
DM
O T D
A T
E
P L
O T T
IM
E
-A
P R -2
:4
F
IL
E N
A M
E
C
IV
IL
N
0100-CG102
B L
D G
-1
-C
G .d g n
E1
E2
E3
E5
E6
E7
E8
E9
E12
EXISTING FACILITIES E
E14
20' 40'0
E15
E R
O S
IO
N A
N D
S E
D
IM
E N
T C
O N
T R
O L P
L A
N
(4' FROM EOP)
SILT FENCE B3
0100-CG501
B3
0100-CG501
(2' INSIDE FENCE)
SILT FENCE
B4
0100-CG501
B3
0100-CG501
N 524 161.70
E 586 724.63
N 524 250.45
E 586 735.87
N 524 227.69
E 586 915.44
E 586 905.47
N 524 149.01 N 524 123.97
E 587 054.45
W E
T L
A N
D B
U F F E
R
150' WETLAND BUFFER
WETLAND LINE (TYP)
DELINEATED
E15
E6
EXISTING OUTFALL
TO PROTECT
(24" HIGH)
ROCK CHECK DAM
1.6 ACRES
DISTURBANCE
LIMITS OF
STAGING AREA
CONTRACTOR
018 134
E4
12795309
SHIPPING CONTAINER STORAGEE15
HEADWORKSE14
NOT USED (DEMOLISH)E13
RAPID SAND FILTER PUMP STATIONE12
NOT USED (DEMOLISH)E11
NOT USED (DEMOLISH)E10
FILTER BUILDING (B573)E9
BACKFLOW PREVENTORE8
ROTATING DRUM SCREENSE7
GENERATOR AND TRANSFORMERE6
INFLUENT PUMP STATIONE5
IMHOFF TANKSE4
SLUDGE HOLDING TANKE3
FORMER SLUDGE DRYING BEDSE2
PLANT OFFICE, BUIDLING C-72E1
0100-CG501
B4
1"=20'
EXISTING OUTFALL
TO PROTECT
(24" HIGH)
ROCK CHECK DAM
ENTRANCE
GRAVEL CONSTRUCTION
GRAVEL DRIVE
CONNECT TO EXISTING
B5
0100-CG501
OR PROPOSED FENCE)
(4' FROM EXISTING
SILT FENCE
R E
E
NI
G
NE LANOI
S S
E F
O R
P
ADIROL
F
ESNECIL E
N
OL
AM S
UCRAM YNO
HT
N
A
DIGITALLY SIGNED
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G C
O M
M A
N D M
ID
-A
T L
A N
T
IC
P U
B
R
P A
R T
M E
R L E
N
R L
L
C K
N E
W
J E
R S
S
T E
W A
T E
R T
R E
A T
M E
N T P
L A
P
A
IR
B
Y R
E P
L A
C E
M E
N T S
N A
V
A P
O
A T
R L E
C O
L
C K
N E
W
J E
R S
E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S
IF
IE
D
UNCLASSIFIED
ARLINGTON,VA 22201
SUITE 500
1100 N GLEBE ROAD,
APRIL 2020
AS
DM
O T D
A T
E
P L
O T T
IM
E
-A
P R -2
:4
F
IL
E N
A M
E
B L
D G
-1
-C
G .d g n
C
IV
IL
0100-CG501
S E
D
IM
E N
T C
O N
T R
O L N
A R
R A
T
IV
E
E R
O S
IO
N A
N D
STORMWATER MANAGEMENT SUMMARY
FEMA FLOODPLAIN
SEQUENCE OF CONSTRUCTION
VEGETATIVE STABILIZATION
NOTES:
D.
C.
B.
A.
SECTION
6"
SOIL IS TRAPPED
FENCE TO ASSURE
OF FILTER FABRIC
ANGLE BOTH ENDS
POSTS AND ATTACH
INTERLOCKED 2"x4"
MATERIAL
FILTER FABRIC
1.
2.
3.
SLOPE
OR DISTURBED
NEWLY GRADED
OVER 2"x4" POSTS
USE STITCHED LOOPS
4.
5.
6.
7.
PLAN
ELEVATION
SPACING
6' MAXIMUM
36" WIDE ROLLS
MATERIAL,
FILTER FABRIC
TRENCH
COURSE BACKFILL IN
PROVIDE BASE
B3
SILT FENCE
0100-CG102
NTS
COMPACT ALL AREAS OF FILTER FABRIC TRENCH.
SLOPE.
STITCHED LOOPS TO BE INSTALLED DOWNHILL SIDE OF
2"x4" WOOD OR STEEL FENCE POSTS.
FINISHED GRADE.
BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW
B40100-CG102
NTS
ROCK CHECK DAM
M
IN
CROSS SECTION
2.
3.
1.
MAINTENANCE STANDARDS:
OR NET.
AREAS SHALL BE PROTECTED BY RIP-RAP OR AN EROSION CONTROL BLANKET
THE BED AND BANKS. IF SCOURING OR EROSION HAS OCCURRED, AFFECTED
THE CHANNEL SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF
THAT THE CHANNEL IS RESTORED TO ITS DESIGN CAPACITY.
ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO
B.
A.
2" - 4" ROCK
2:1 SLOPE
SIDES OF THE DITCH
COVER THE BOTTOM AND
ROCK MUST COMPLETELY
019 134
12795310
7. REMOVE TEMPORARY EROSION CONTROL MEASURES. [DAYS: 2]
6. PERFORM FINE GRADING. CONSTRUCT ASPHALT PAVEMENT AND SIDEWALK. [DAYS: 21]
30]
5. PERFORM STARTUP OF NEW SBR TANK. AFTER SUCCESSFUL OPERATION OF SBR TANK AND OTHER FACILITIES, DEMOLISH OLD WASTEWATER INFRASTRUCTURE (CLARIFIERS, FILTERS, ETC), [DAYS:
4. CONSTRUCT SBR TANK, CHEMICAL BUILDING. PROVIDE TEMPORARY SEEDING OF DISTURBED AREAS FOR EROSION CONTROL AS NEEDED. [DAYS: 150]
3. INSTALL BURIED YARD PIPING AND ELECTRICAL DUCT BANKS. [DAYS: 45]
2. DEMOLISH FENCING, PAVEMENT AND SIDEWALKS. [DAYS: 7]
1. INSTALL TEMPORARY EROSION CONTROL MEASURES (SILT FENCE, CHECK DAMS, ETC). [DAYS: 2]
B50100-CG102
NTS
GRAVEL CONSTRUCTION ENTRANCE
M
IN 8
M
IN
X
50' MIN
1 2
2 3
NOTES:
COMPLETION OF ACCESS ROAD.
REMOVE GRAVEL ENTRANCE AND REPLACE WITH NEW BASE COURSE PRIOR TO B.
FUNCTION OF THE PAD.
ADDITION GRAVEL SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER A.
SPECIFIED.
GEOTEXTILE, IF 5.
EXCAVATED MATERIAL.
FREE DRAINING 4.
LARGER IF REQUIRED).
1/2" MINUS GRAVEL (OR
CLEAN PIT RUN OR 1 3.
25' R, MIN.2.
POINT.
OR APPROVED ACCESS
EXISTING PAVEMENT 1.
5. NET INCREASE IN IMPERVIOUS AREA: 0.09 ACRES (3,920 SF)
4. PROPOSED IMPERVIOUS AREA (FACILITIES, PAVEMENT AND SIDEWALKS): 0.43 ACRES
3. EXISTING IMPERVIOUS AREAS TO BE DEMOLISHED (FACILITIES, PAVEMENT AND SIDEWALKS): 0.34 ACRES
2. TOTAL PROJECT AREA: 1.6 ACRES. TOTAL DISTURBED AREA: 0.989 ACRES.
AFTER CONSTRUCTION IS COMPLETE IS LESS THAN 5,000 SF.
1. A STORMWATER MANAGEMENT SYSTEM IS NOT PROPOSED FOR THIS PROJECT. THE NET INCREASE IN IMPERVIOUS AREA
A FLOOD HAZARD AREA VERIFICAION APPROVAL WAS RECEIVED FROM NJDEP ON JANUARY 13, 2020.
THE NJFHADF FLOODPLAIN OR FLOODWAY, NOR DO UPGRADES EXCEED THE RIPARIAN ZONE DISTURBANCE THRESHOLDS.
2. THE FLOOD HAZARD AREA WAS ESTABLISHED IN ACCORDANCE WITH NJDEP METHOD 6. THE PROJECT DOES NOT LIE IN
PERFORMED.
34025C0168F, EFFECTIVE 9/25/2009. THE ZONE D DESIGNATION IS FOR AREAS WHERE NO FLOOD STUDY HAS BEEN
1. THE SITE AND THE MAJORITY OF THE NAVAL WEAPONS STATION EARLE IS DESIGNED AS ZONE D ON FEMA FLOOD MAP
3. MAINTAIN SEED AND ESTABLISHED SOD IN ACCORDANCE WITH SECTION 3, STANDARD FOR MAINTAINING VEGETATION.
NEW JERSEY EROSION STANDARDS.
2. DISTURBED AREAS OUTSIDE OF PAVEMENT SHALL BE SEEDED WITH SEED MIXTURE #6 IN ACCORDANCE WITH TABLE 4-3, SECTION 4, PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION, OF THE
SECTION 7, TEMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION, OF THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY (NEW JERSEY EROSION STANDARDS).
1. ESTABLISH TEMPORARY VEGETATIVE COVER ON SOILS EXPOSED AND NOT UNDER ACTIVE CONSTRUCTION FOR PERIODS BEYOND 2 MONTHS. TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH
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DIGITALLY SIGNED
| CIVIL |
| 0000-C-001 - CIVIL CIVIL AND YARD PIPING LEGEND |
| 0100-C-101 - CIVIL EXISTING CONDITIONS PLAN |
| 0100-C-102 - CIVIL BLDG 0100 AND LAYOUT PLAN |
| 0100-C-501 - CIVIL DETAILS |
| 0100-CG101 - CIVIL GRADING AND DRAINAGE PLAN |
| 0100-CG102 - CIVIL EROSION AND SEDIMENT CONTROL PLAN |
| 0100-CG501 - CIVIL EROSION AND SEDIMENT CONTROL NARRATIVE |
| 2020-04-03T09:46:20-0400 | |
| Anthony Malone |
| 2020-04-03T09:46:52-0400 | |
| Anthony Malone |
| 2020-04-03T09:46:53-0400 | |
| Anthony Malone |
| 2020-04-03T09:46:53-0400 | |
| Anthony Malone |
| 2020-04-03T09:46:53-0400 | |
| Anthony Malone |
| 2020-04-03T09:46:53-0400 | |
| Anthony Malone |
| 2020-04-03T09:46:54-0400 | |
| Anthony Malone |
File details come from the government source that posted it. Updated .