2019-12-04_VOL 1_SHEET 136-153_RFP PHASE I SUBMISSION.pdf
PDF 8 MB Posted
- Solicitation number
- N4008519R9186
About this file
This special notice from the Naval Facilities Engineering Command Mid-Atlantic announces an industry day on June 19-20, 2019 to provide information to contractors about an upcoming Military Construction Project 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 building, water treatment facility, and mechanical and electrical building. Supporting facilities include site work, utilities, and environmental mitigation. The estimated value is between $25-$100 million. The industry day will include a presentation and optional site visit to inform contractors about project scope, which involves pit excavation and possible dewatering, slurry wall construction, reinforced concrete structures, industrial utilities, and construction of buildings including a water treatment facility. Preliminary design documents will be available on June 5, 2019. The Naval Facilities Engineering Command Mid-Atlantic is the contracting office.
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ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
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A2
TYPICAL LANDING PLATFORM - PLAN VIEW
SCALE: NTS
76"
24"24"
LOWER
LADDER
UPPER
LADDER
A1
ELEVATION VIEW
SCALE: NTS
C4
LADDER WITH HAND RAILS AND GATE
SCALE: NTS
C4
TYPICAL LANDING PLATFORM
SCALE: NTS
M
A X
M
A X
TOP OF PIT CAP
EL. 715.00
CONCRETE CURB
RAILING
M
A X
A4
LANDING PLATFORM
SCALE: NTS
ALUMINUM
PIPE SCHEDULE 40
GUARD RAIL
LADDER WITH
GRAB RAILS
LANDING PLATFORM
MOUNTED TO PIT WALL
(TYP.)
LANDING
PLATFORM
PIT WALL
PIT WALL
LADDER WIH HAND RAILS AND GATE
BOTTOM OF PIT
EL. 598.00'
WALL FIXING
BRACKET (TYP.)
1-5/8" ROUND KNEERAIL TUBE,
ALUMINUM 2 No. 12x2' STAINLESS STEEL
SELF TAPPING SCREWS PER POST
2" ROUND HANDRAIL TUBE, ALUMINUM 2
No. 10x5/8"' STAINLESS STEEL SELF
TAPPING SCREWS PER POST
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12" (MAX.)
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BRACKET
FLOOR MOUNT
BRACKET
PIT BOTTOM
PIT WALL
1/2" THICK MESH TO
PLATFORM SURFACE,
RIBBED FINISH ALUMINUM
LADDER RUNG
B2
LADDER ENTRY PLATFORM
SCALE: NTS
C2
SIDE ELEVATION
SCALE: NTS
GENERAL SHEET NOTES
1. THE LADDER ENTRY SHALL BE EQUIPPED
WITH SELF CLOSING SAFETY GATE AND
HAND RAILS.
2. LADDER AND LANDING PLATFORMS SHALL BE
SECURELY FASTENED TO THE PIT CAP, PIT
WALLS, AND PIT PLATFORM PER
MANUFACTURERS RECOMMENDATIONS,
3. LADDER SHALL BE EQUIPPED WITH A HANDS
FREE FALL ARREST SYSTEM.
4. IF REQUIRED, THE LADDER SHALL BE CUT TO
LENGTH OR SPLICED PER MANUFACTURERS
REQUIREMENTS.
HAND RAILS
SELF CLOSING GATE
LADDER ENTRY PLATFORM
FIXED LADDER
FIXING BRACKET (TYP.)
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DESCRIPTION
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DATE
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APPR
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CONSTRUCTION DETAILS
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AS SHOWN
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CONCEPT DEVELOPMENT
E V
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I O
N
10+00 11+00 12+00
B E
G I N
N I N
G
W
L
L
STATION
PROPOSED GRADE
NORTH SIDE
PROPOSED GRADE
SOUTH SIDE
10+50 11+50
EXISTING GRADE
TW 715.5
X
18" HIGH x 46" LONG
CONCRETE BLOCK
WALL
12+50
15+34
E N
D
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W
A L
L
13+00 13+50 14+00 14+50 15+00
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A
TW 715.5
X
M A
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A
STATION
700 700
PROPOSED GRADE
SOUTH SIDE
PROPOSED GRADE
NORTH SIDE
N: 1327157.9313
E: 3014540.3501
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W A
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B
A S
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T A
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LAYOUT PLANTS IN PREPARED BEDS AS SHOWN
ON PLANS; SPACING AS SPECIFIED, PER
SCHEDULE STAGGERED ROWS
NOTES:
PLANTS MUST BE PLANTED WITH TRIANGULAR
SPACING
MULCH-SHREDDED HARDWOOD MULCH; MULCH,
3" DEPTH
PLANTING MIX AS SPECIFIED, FOR STORMWATER
DETENTION BASIN
SOIL LEVEL OF PLANTS IN POTS SHALL MATCH
FINISH GRADE
FINISH
GRADE
GENERAL NOTES
LAYOUT PLANTS IN PREPARED BEDS AS
SHOWN.
SPACING AS SPECIFIED PER SCHEDULE WITH
STAGGERED ROWS.
TRIANGLUAR PLANT SPACING DIAGRAM
PLAN VIEW
S P
A C
I N
G
SPACING
E L
E V
A T
I O
N
10+00 11+00 12+00 12+16
B E
G I N
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D
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W
A L L
STATION
PROPOSED GRADE
SOUTH SIDE
PROPOSED GRADE
NORTH SIDE
10+50 11+50
TW 712.5
X
X
TW 720.00
EXISTING GRADE
XTW 718.50
18" HIGH x 46" LONG
CONCRETE BLOCK
WALL
N: 1326719.7761
E: 3015051.6346
THICKENED EDGES
ALL AROUND
(4) 1/2" DIA. BOLTS
WITH 6" MIN.
EMBEDMENT
C
L
C
L
C
L
BASE PLATE
1/2"x8"x8"
SEE CONCRETE
PAD DETAIL
A1/UTF-C-503
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L
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C
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HSS 3x3x1/4 VERTICAL
POST (TYP.)
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T
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PLAN
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PROVIDE ADDITIONAL FRAMING
AS REQUIRED FOR ADDITIONAL
ENCLOSURE
1'-0"
4'-0"
HSS 2
X 2
X 2
HORIZONTAL BRACE
1/4" CLOSURE PLATE (TYP.)
1/4"x58"x48" PLATE WELDED TO HSS FRAME
ELECTRIC / COMMUNICATIONS
CABINET / ENCLOSURE. ADJUST
HEIGHT AS REQUIRED TO
ACCOMMODATE MOUNTING
HSS SUPPORT FRAME WITH 1/4"
THK PLATE FOR CABINET /
ENCLOSURE MOUNTING
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NAVFAC DRAWING NO.
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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
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ID
-A
TL
A N
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PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
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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
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M I D
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UTF-C-517
AS NOTED
KM MD JK
A4
PERENNIAL & GROUND COVER PLANTING DETAIL
NOT TO SCALE
D2
MECHANICALLY STABALIZED EARTH WALL - SOUTH
SCALE: 1"=10'
B1
MECHANICALLY STABALIZED EARTH WALL - NORTH
SCALE: 1"=10'
A4
EQUIPMENT SUPPORT FRAME
NOT TO SCALE
AutoCAD SHX Text A
AutoCAD SHX Text B
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AutoCAD SHX Text D
AutoCAD SHX Text
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AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy
D
S
D
D
D
700 700
C-518
C1
A-A
C
A
B B
3+46
0+00
1+00 2+00 3+00
1+61
0+00
1+00
0+50
1+50
R10'
R50'
R50'
R5'
R5'
BOTTOM OF BASIN = 690.00
R10'
R25'
R35'
R25'
R35'
R10'
R10'
140CLEANOUT (TYP)
4" Ø PVC UNDERDRAIN (TYP)
10'(TYP)
COMPOSITE OUTLET STRUCTURE
10'(TYP)
10' (TYP)
0+50
1+50
2+50
SD
SD
SD
SD
SD
SD
SD
W
W
W W W W
SAN SAN SAN SAN SAN SAN SAN
S
D
S
D
W
T
D
D
S
W W W W
W
W
W
W
W
W
W W
S
D
S
D
S
D
D
S D
S D
S D
SD SD SD SD SD
S
D
D
D
S
A
N
S
A
N
S
A
N
S
E
E
W
W
W
CB
S
D
S
D
S
D
S
D
W
S
E
W
CO
CO
SD SD
CO CO
C
C
C
C
D
C
E
E
C
X X
XXXX
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
717 717
C
A
B B
C-519
C1
A-A
4+56
0+00
1+00 2+00 3+00 4+000+50
1+50
2+50 3+50 4+50
0+00
0+83
BOTTOM OF BASIN = 690.00
N O
T
FO
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D E
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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
T I O
N
N
O R
F O
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A
UTF-C-518
A1
ELEVATION VIEW - NORTH BASIN
SCALE: 1"=20'
A1
ELEVATION VIEW - SOUTH BASIN
SCALE: 1"=20'
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
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SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
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CONSTRUCTION DETAILS
AutoCAD SHX Text
AS SHOWN
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stmurphy
STATION
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+75
EXISTING GROUND
BOTTOM OF BASIN
EL = 690.00
WIDTH VARIES
SEE PLAN VIEW
BIORETENTION MEDIA
SEE B1/C-509
6' BERM
TOP OF BERM
EL = 695.00
PROPOSED GRADE
3:1 MAX (TYP)
STATION
0+00 0+50 1+00 1+50 2+00 2+25
EXISTING GROUND
BOTTOM OF BASIN
EL = 690.00
WIDTH VARIES
SEE PLAN VIEW
BIORETENTION MEDIA
SEE B1/C-509
6' BERM
TOP OF BERM
EL = 695.00
PROPOSED GRADE
3:1 MAX (TYP)
POINT TABLE
POINT #
NORTHING
1327223.4078
1327248.7262
1327255.1982
1327287.8436
1327287.3199
1327264.5084
1327251.3881
1327234.6578
1327228.8750
1327208.5397
1327204.4313
1327204.4313
1327236.8725
1327262.1909
1327266.7213
1327299.3668
1327298.0575
1327275.2460
1327266.0618
1327254.7825
1327243.5805
EASTING
3014640.5858
3014692.1551
3014702.1296
3014741.3027
3014754.6874
3014778.0731
3014802.6140
3014881.5096
3014885.3922
3014881.7071
3014876.7872
3014644.9929
3014633.9752
3014685.5445
3014692.5266
3014731.6998
3014765.1613
3014788.5470
3014805.7257
3014858.9156
3014911.7410
DESCRIPTION
ELEV. 690
ELEV. 690
ELEV. 690
ELEV. 690
ELEV. 690
ELEV. 690
ELEV. 690
ELEV. 690
ELEV. 690
ELEV. 690
ELEV. 690
ELEV. 690
ELEV. 695
ELEV. 695
ELEV. 695
ELEV. 695
ELEV. 695
ELEV. 695
ELEV. 695
ELEV. 695
ELEV. 695
POINT TABLE
POINT #
NORTHING
1327240.0540
1327228.4884
1327197.6481
1327189.4313
1327189.4313
1327214.4313
1327224.4313
1327234.4313
1327244.4313
1327254.4313
1327264.4313
1327280.3632
1327264.4313
1327254.4313
1327244.4313
1327234.4313
1327234.4313
1327224.4313
1327224.4313
1327214.4313
EASTING
3014928.3712
3014936.1365
3014930.5477
3014920.7080
3014644.9929
3014644.9929
3014665.3612
3014685.7296
3014706.0979
3014716.9611
3014728.9095
3014747.8990
3014763.8309
3014773.8309
3014783.8309
3014783.8309
3014834.3719
3014834.3719
3014875.9312
3014875.9312
DESCRIPTION
ELEV. 695
ELEV. 695
ELEV. 695
ELEV. 695
ELEV. 695
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
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SHEET
NAVFAC DRAWING NO.
N A
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I L I T
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N G
I N
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R I N
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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
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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
T I O
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N
O R
F O
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UTF-C-519
C1
NORTH BASIN - SECTION A-A
SCALE: 1"=20'
A1
NORTH BASIN - SECTION B-B
SCALE: 1"=20'
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SYM
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DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
CONSTRUCTION DETAILS
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
MP
AutoCAD SHX Text
MP
AutoCAD SHX Text
KM
stmurphy
STATION
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+25
EXISTING GROUND
BOTTOM OF BASIN
EL = 712.00
WIDTH VARIES
SEE PLAN VIEW
BIORETENTION MEDIA
SEE B1/C-509
PROPOSED GRADE
3:1 MAX (TYP)
STATION
0+00 0+50 1+00 1+25
EXISTING GROUND
BOTTOM OF BASIN
EL = 712.00
WIDTH VARIES
SEE PLAN VIEW
BIORETENTION MEDIA
SEE B1/C-509
PROPOSED GRADE
3:1 MAX (TYP)
6' BERM
TOP OF BERM
EL = 717.00
POINT TABLE
POINT #
NORTHING
1326736.1597
1326736.1508
1326719.7114
1326712.7775
1326702.3881
1326702.3465
1326705.3465
1326733.1597
1326751.1597
1326751.1848
1326754.4428
1326742.9161
1326740.9732
1326731.5278
1326697.6599
1326687.3881
1326687.3465
1326678.2420
1326681.4206
1326718.6018
EASTING
3014567.2957
3014860.8313
3014864.0630
3014859.7978
3014784.4236
3014567.2967
3014564.2960
3014564.2958
3014567.2957
3014859.7230
3014955.1898
3014957.4558
3014984.7228
3014986.1469
3014861.4045
3014784.4264
3014567.2997
3014552.1310
3014543.6490
3014549.2959
DESCRIPTION
ELEV. 712
ELEV. 712
ELEV. 712
ELEV. 712
ELEV. 712
ELEV. 712
ELEV. 712
ELEV. 712
ELEV. 717
ELEV. 717
ELEV. 717
ELEV. 717
ELEV. 717
ELEV. 717
ELEV. 717
ELEV. 717
ELEV. 717
ELEV. 717
ELEV. 717
ELEV. 717
POINT TABLE
POINT #
NORTHING
1326733.1596
1326709.2304
1326719.2304
1326729.2304
1326709.2505
1326719.2538
1326729.2570
1326709.2706
1326719.2752
1326729.2836
1326719.2836
EASTING
3014549.2958
3014574.3003
3014574.2984
3014574.2964
3014679.3631
3014696.3775
3014713.3918
3014784.4260
3014808.5662
3014852.4872
3014852.4891
DESCRIPTION
ELEV. 717
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
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
T I O
N
N
O R
F O
L K
V
A
UTF-C-520
C1
SOUTH BASIN - SECTION A-A
SCALE: 1"=20'
A1
SOUTH BASIN - SECTION B-B
SCALE: 1"=20'
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
AutoCAD SHX Text
CONSTRUCTION DETAILS
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
MP
AutoCAD SHX Text
MP
AutoCAD SHX Text
KM
stmurphy
6'-0" 6"
E
A D
C
X
C
X
EL 725.50
EL 719.00
D O
W N
" BRACING RODS
(TYP) @ BOTTOM OF
C12X25
EL 719.25
C12X25
C12X25 (+4)
10 TREADS @ 11" = 9'-2"
6'-0"
LANDING
PLATFORM
C X
MC8X20
EL 725.45
DOWN
GRATING TO EXTEND TO
WITHIN
" OF PLATFORM
AT EL 725.50
B
C
K
O
F
C H
A N
N E
L
W8X31
BRACKETS
S P
A N
" BRACING RODS
(TYP) @ BOTTOM OF
C12X25
G R
T G
C12X25
TOP OF GRATING
EL 725.50
6'-0"
10 TREADS @ 11" = 9'-2"
LANDING PLATFORM
EL 719.25
L 4X4X
ANGLE POSTS
(TYP)
HANDRAIL
(TYP)
C-524
D3
C12
L
X
3 1
X
C12
9"
4'-9"
D
E
S
R
I S
E R
SEE DETAIL C2,
UTF-C-525
EL PER
LP-CG401
EL 719.00
R
I S
E R
TOP OF PLATFORM
EL 725.50
10 TREADS @ 11" = 9'-2"
HANDRAIL
(TYP)
C-524
D1
C12
SEE DETAIL C2,
UTF-C-525
F I L
E
N
A M
E
C p w w o r k i n g g b n a j e g b u r d t d
U
T F
C d
Y
O U
T
N
A M
E
U
T F
C
O
T T
E D
M o n d a y
D e c e m b e r p m
U
S E
R b u r d t
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 L
S
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
C O
N S
T R
U C
T I O
N
D
E T
A I L
S
UTF-C-521
AS NOTED
TJB CS CHC
N
4'0 2' 8' 4'0 2' 8'
C-521
4'0 2' 8' 4'0 2' 8'
C3
METAL STAIRS TYPE 2 FRAMING PLAN
SCALE: 3/8" = 1'-0"
A1
4'0 2' 8'
C1
METAL STAIRS TYPE 1 FRAMING PLAN
SCALE: 3/8" = 1'-0"
4'0 2' 8'
4'0 2' 8'
A3
METAIL STAIRS TYPE 2
SCALE: 3/8" = 1'-0"
4'0 2' 8'
A1
METAL STAIRS TYPE 1
SCALE: 3/8" = 1'-0"
1. RAILING SYSTEM TO BE ASTM A53, GRADE B, 1
" SCH. 80 PIPE,
HOT DIP GALVANIZED PER ASTM A123.
2. GRATING SHALL BE 1
" DEEP, HEAVY DUTY WELDED STEEL
BAR SERRATED.
3. FOR DETAILS, SEE SHEETS UTF-C-524, UTF-C-525 AND
UTF-C-526.
4. HANDRAIL POSTS SHALL BE SPACED @ 6'-0" MAXIMUM.
5. STAIRS SHALL BE ANCHORED TO THE CONCRETE SLAB AT THE
BASES OF ALL POSTS AND AS SHOWN IN TYPICAL STAIR
ANCHOR DETAIL. WHERE CONCRETE SLAB IS NOT PRESENT,
REFER TO DETAIL C2, UTF-C-525.
6. SECURE GRATING TO FRAMING WITH A MINIMUM OF TWO
SADDLE CLIPS PER SUPPORT EVENLY SPACED. ALL HARDWARE
SHALL BE HOT DIP GALVANIZED. BOLTS SHALL BE
" Ø
MINIMUM.
NOTES:
C-521
A3
C-524
C2
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 L
S
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
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 L
S
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
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 L
S
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
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
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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
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
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AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
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SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
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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
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
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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
MC8X20 (-1.5)
6'-0"
E
A D
EL 725.25
(TOP OF GRATING)
C
X
C
X
EL 719.20
LANDING PLATFORM
D O
W N
" BRACING RODS
(TYP.) @ BOTTOM OF
C12X25
SPAN
GRTG
C
X
C
X
C12X25
12 TREADS @ 11" = 11'-0"
4'-0"
LANDING
PLATFORM
12 TREADS @ 11" = 11'-0"
C12X25
W8X31
BRACKETS
EL 719.00
TOP OF GRATING
EL 711.64
EL 704.27
EL 719.00
C
K
O
F
C H
A N
N E
L
C12X25 C12X25
DOWN DOWN
" BRACING RODS
(TYP) @ BOTTOM OF
C12X25
TOP OF GRATING
EL 725.25
R
I S
E R
10 TREADS @ 11" = 9'-2"
6'-0"
LANDING PLATFORM
HANDRAIL WITH GUARD
(BOTH SIDES)
EL 719.20
L4X4X
ANGLE POSTS
(TYP)
C12
L
X
X
D
E
S
1'-1"
ANCHOR TO
CONCRETE SLAB (TYP)
ANCHOR TO
CONCRETE SLAB (TYP)
TOP OF GRATING
EL 711.64
12 TREADS @ 11" = 11'-0"
4'-0"
LANDING
PLATFORM
12 TREADS @ 11" = 11'-0"
S
E R
S
E R
L4X4X
ANGLE POSTS
(TYP.)
EL 704.27
HANDRAIL WITH GUARD
(OPEN SIDE)
E Q
E Q
L3
X3
X
BRACING
(ONE SIDE)
C12
C12
TOP OF PLATFORM
EL 719.00
PROVIDE SPLICE IN HANDRAIL
BELOW EL 720.00 AS SHOWN. WELD
INSIDE SLEEVE ON ONE SIDE ONLY
EL 720.00
ANCHOR TO
CONCRETE SLAB (TYP)
ANCHOR TO
CONCRETE SLAB (TYP)
F I L
E
N
A M
E
C p w w o r k i n g g b n a j e g b u r d t d
U
T F
C d
Y
O U
T
N
A M
E
U
T F
C
O
T T
E D
M o n d a y
D e c e m b e r p m
U
S E
R b u r d t
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 L
S
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
C O
N S
T R
U C
T I O
N
D
E T
A I L
S
UTF-C-522
AS NOTED
TJB CS CHC
N
4'0 2' 8'
C1
METAL STAIRS TYPE 3 FRAMING PLAN (EAST SHOWN, WEST SIM.)
SCALE: 3/8" = 1'-0"
C3
METAL STAIRS TYPE 4 FRAMING PLAN (NORTH SHOWN, SOUTH SIM.)
SCALE: 3/8" = 1'-0"
C-522
A1
4'0 2' 8'
4'0 2' 8'
A1
METAL STAIRS TYPE 3 (EASH SHOWN, WEST SIM.)
SCALE: 3/8" = 1'-0"
4'0 2' 8'
A3
METAL STAIRS TYPE 4 (NORTH SHOWN, SOUTH SIM.)
SCALE: 3/8" = 1'-0"
C3
C-524
C-524
B3
C-524
B1
C-522
A3
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
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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
7'-8"
X
W
X
B
R K
T
C12X25
MC8X20
MC8X20
MC8X20
MC8X20
W x
W x
B
R K
T
M C
X
5'-2" 7'-2"
20'-0"
1'-0"
EL 719.00
1'-0"
EL 718.50
W x
W x
B
R K
T
HINGE (2 PER HATCH)
(TYP)
ACCESS HATCH IN GRATING W/
4'-6" X 4'-6" CLEAR OPENING
ACCESS HATCH IN GRATING W/
3'-6" X 3'-0" CLEAR OPENING
3"
6'-0"
EL 719.00
(MAX) (TYP)
3" MAX OPENING
BETWEEN RAILINGS
C12X25
" THICK P
PIPE SLEEVE WELDED
TO BOTTOM POST
L
M
A X
" Ø HOLE FOR
" Ø SAFETY PIN
F I L
E
N
A M
E
C p w w o r k i n g g b n a j e g b u r d t d
U
T F
C d
Y
O U
T
N
A M
E
U
T F
C
O
T T
E D
M o n d a y
D e c e m b e r a m
U
S E
R b u r d t
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 L
S
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
C O
N S
T R
U C
T I O
N
D
E T
A I L
S
UTF-C-523
AS NOTED
TJB CS CHC
N
C1
WATER TREATMENT SYSTEM MAINTAINANCE PLATFORM FRAMING PLAN (TOS -1 1/2")
SCALE: 3/8" = 1'-0"
4'0 2' 8'
C-523
A1
D3
C-526
C1(SIM)
C-526
C1
C-526
C4
C-526
A1
SECTION
SCALE:1" = 1'-0"
A4
C-523
A4
SECTION
SCALE: 1 1/2"=1'-0"
2'0 1' 4'0 1' 2'6"
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
" GRATING
MC8
C12
(MAX)
L 3
X 3
X
C12
T
Y P
TOP OF
PLATFORM
" THICK P
L
L 3
X 3
X
WELD
3 SIDES
(MAX)
GRATING
L 2
X2
X
C12
W8
3"
(MIN)
P 6X2
X
L
CONCRETE
WALL
HANDRAIL
6"
" GRATING
C12
MC8
C12
" THICK P
L
WELD 3
SIDES
W8 BRACKET
(TYP)
(MAX)
(MAX)
" THICK P
L
(MAX)
10"
10"
(MAX)
LANDING PLATFORM
L 3
X 3
X
" GRATING
G
CJP
L 2
X2
X
" O HOLE FOR
" O BOLT
(TYP)
WELD 3 SIDES
8"
3"1'-0"
(MAX)
(MAX)
(TYP)
T
Y P
C12
C12
W8 BRACKET
(TYP)
C12
8"
VARIES (LANDING)
" GRATING
L 2
X2
X
G
CJP
4"
3"
4"
(MAX)
1'-0"
(MAX)
1"
C12
C12
L 2
X2
X
(SYMMETRICAL)
(MAX)
1"
L 3
X 3
X
F I L
E
N
A M
E
C p w w o r k i n g g b n a j e g b u r d t d
U
T F
C d
Y
O U
T
N
A M
E
U
T F
C
O
T T
E D
M o n d a y
D e c e m b e r a m
U
S E
R b u r d t
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 L
S
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
C O
N S
T R
U C
T I O
N
D
E T
A I L
S
UTF-C-524
AS NOTED
TJB CA CHC
C2
METAL STAIRS TYPE 2 SECTION
SCALE: 1 1/2"=1'-0"
B3
METAL STAIRS TYPE 4 SECTION
SCALE: 1 1/2"=1'-0"
D1
METAL STAIRS TYPE 1 DETAIL
SCALE: 1 1/2"=1'-0"
D3
METAL STAIRS TYPE 2 DETAIL
SCALE: 1 1/2"=1'-0"
C3
METAL STAIRS TYPE 3 SECTION
SCALE: 1 1/2"=1'-0"
B1
METAL STAIRS TYPE 4 SECTION
SCALE: 1 1/2"=1'-0"
2'0 1' 4'
2'0 1' 4' 2'0 1' 4'
2'0 1' 4'
2'0 1' 4'2'0 1' 4'
D2
C-524
D4
C-524
C4
C-524
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 L
S
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
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
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
C12
" O X2" SLOTTED
HOLE (TYP)
6"
2"
(TYP)
1" GROUT
L6X6X
" Ø ANCHOR BOLTS
W/ 6" MIN EMBEDMENT
(TYP)
C12
L6X6X
2"
GUARD EXTENSION
(OPEN SIDE ONLY)
3"
C12
TOP OF ASPHALT
PAVEMENT
#5 @ 12" MAX EW, EF
#5 @ 12" MAX
1'-6"
C12X25
1"
(TYP)
(TYP)
L 2
X2
X
WITH (2)
" O BOLTS
(TYP)
1"
(TYP)
" GRATING
(TYP)
T
Y P
NOSING LINE (NTS)
TREAD
R I S
E R
C12
C12
WEB &
FLANGES
" THICK P
L
" Ø HOLE FOR
" Ø
ANCHOR BOLT W/ 6"
MIN EMBEDMENT
(TYP)
(TYP)
T
Y P
L4X4X
" THICK P
L
" O HOLE
(TYP)
L4X4X
(TYP)
" THICK P
L
" O HOLE
(TYP)
CONCRETE WALL
W8X31
Q
U I R
E D
" 2
M I N
" THICK P
C
L
T
Y P
10"
(TYP)
1'-1"
" Ø HOLE FOR
" Ø
ANCHOR BOLTS W/ 8"
MIN EMBEDMENT
(TYP)
L
W8
" THICK P
T
Y P
(TYP)
1'-1"
" Ø HOLE FOR
" Ø
ANCHOR BOLTS W/ 8"
MIN EMBEDMENT
(TYP)
L
W8
" THICK P
C
L
10"
(TYP)
" O HOLES
(TYP)
L
W8
C W8 BEAM & W8 BRKT
L
C C12 BEAM
L
F I L
E
N
A M
E
C p w w o r k i n g g b n a j e g b u r d t d
U
T F
C d
Y
O U
T
N
A M
E
U
T F
C
O
T T
E D
M o n d a y
D e c e m b e r a m
U
S E
R b u r d t
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 L
S
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
C O
N S
T R
U C
T I O
N
D
E T
A I L
S
UTF-C-525
AS NOTED
TJB CA CHC
B1
TYPICAL STAIR ANCHOR DETAIL
SCALE: 1 1/2"=1'-0"
2'0 1' 4'
C1
STAIRS HANDRAIL DETAIL
SCALE: 1 1/2"=1'-0"
2'0 1' 4'
C2
GRADE BEAM FOUNDATION DETAIL @ ASPHALT PAVEMENT
SCALE: 1 1/2"=1'-0"
2'0 1' 4'
C3
TYPICAL STAIR TREAD DETAIL
SCALE: 1 1/2"=1'-0"
2'0 1' 4'
A1
POST BASE PLATE - PLAN
SCALE: 3"=1'-0"
A2
POST CAP PLATE - PLAN
SCALE: 3"=1'-0"
6"0 3" 1'6"0 3" 1'
C5
W8 HORIZONTAL BRACKET ELEVATION
SCALE: 3"=1'-0"
D5
W8 BRACKET PLAN
SCALE: 3"=1'-0"
6"0 3" 1'
6"0 3" 1'
B2
C-525
B3
ANGLE BRACKET SECTION @ BOTTOM
SCALE: 3"=1'-0"
6"0 3" 1'
B4
ANGLE BRACKET SECTION @ TOP
SCALE: 3"=1'-0"
6"0 3" 1'
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
W8
EL 719.00
L 3X3X
(TYP)
" O HOLE
(TYP)
(TYP)
3"
1'-0" (MAX)
1"
(MAX)
T
Y P
C12
W8 BRKT
MC8
T
Y P
L 3
X 3
X
(TYP)
" GRATING
W8
EL 718.50
EL 719.00
6'-0"
(MAX)
(MAX)
W8
L 3
X 3
X
MC8
COPE FLANGE
(MAX)
W8
(TYP)
C12
" GRATING
L 2
"X2
"X
(TYP)
1"
(MAX)
3"
1'-0" (MAX)
L 3
X 3
X
(TYP)
L 2
X2
X
(TYP)
(TYP)
" GRATING
3"
1'-0" (MAX)
T
Y P
1" (MAX)
(TYP)
(MAX)
C12
C12
EL 719.00
7'-0"
(MAX)
W8 BRKT
C12
C12
T
Y P
T
Y P
MC8
" (MAX)
2'-6"
L 3
X 3
X
(TYP)
1"
L 3
X 3
X
(TYP)
T
Y P
MC8
C
L
1'-0"
3'-6"
EL 719.00
" GRATING
L 3X3X
(TYP)
3"
(TYP)
10"
(MAX)
(MAX)
" O HOLE FOR
" O ANCHOR BOLT
W/ 6" EMBEDMENT
(TYP)
8" O OPENING/
C12
T
Y P
F I L
E
N
A M
E
C p w w o r k i n g g b n a j e g b u r d t d
U
T F
C d
Y
O U
T
N
A M
E
U
T F
C
O
T T
E D
M o n d a y
D e c e m b e r a m
U
S E
R b u r d t
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 L
S
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
C O
N S
T R
U C
T I O
N
D
E T
A I L
S
UTF-C-526
AS NOTED
TJB CA CHC
B4
SECTION
SCALE: 3"=1'-0"
6"0 3" 1'
D5
SECTION
SCALE: 3"=1'-0"
6"0 3" 1'
A1
SECTION
SCALE: 3"=1'-0"
6"0 3" 1'
A4
SECTION
SCALE: 3"=1'-0"
6"0 3" 1'
C1
MAINTAINANCE PLATFORM SECTION
SCALE: 1 1/2"=1'-0"
2'0 1' 4'
C4
MAINTAINANCE PLATFORM SECTION
SCALE: 1 1/2"=1'-0"
2'0 1' 4'
A1
C-526
D5
C-526
B4
C-526
A4
C-526
B3
C-525
D3
MAINTAINANCE PLATFORM SECTION
SCALE: 1 1/2"=1'-0"
2'0 1' 4'
B4
C-525
B4
C-525
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
L3X3X
" THICK P
L
" O HOLES
(TYP)
(TYP)
T
Y P
SEE DETAIL C2,
UTF-C-525 (TYP)
TOP OF ASPHALT PAVEMENT
ELEVATION VARIES
W6X15
C
L
BOTTOM OF TRAY
EL 724.12 (TYP) CABLE TRAY CLAMP
(TYP)
7" DEEP X 24" WIDE
CABLE TRAY
(TYP)
5'-6"
3"
(CLR)
6"
(TYP)
M
A X
M
A X
M
A X
C
L
CABLE TRAY CLAMP
(TYP)
L5X3X
CONCRETE WALL
7" DEEP X 24" WIDE
CABLE TRAY
(TYP)
4'-8" OPENING
C
L
6"
(TYP)
9"
(TYP)
3"
(CLR)
5'-6"
BOTTOM OF TRAY
EL 724.12 (TYP)
" O HOLE FOR
" O
ANCHOR BOLTS W/ 6"
MIN EMBEDMENT (TYP)
W6X15
BOTTOM OF TRAY
EL 727.25
BOTTOM OF TRAY
EL 728.25
C
L
2'-8"
W12X26
L3X3X
POST
(TYP)
6"
(TYP)
2"
(TYP)
T
Y P
1'-2"
(TYP)
C W12X26 &
W6X15
L
C
L
" O HOLE
(TYP)
W6X15
BOTTOM OF TRAY
EL 727.25
L3X3X
POST
(TYP)
3'-2"
3"
(TYP)
L3X3X
" THICK P
L
" O HOLES
(TYP)
(TYP)
T
Y P
C PLATE AND
W6X15
L
F I L
E
N
A M
E
C p w w o r k i n g g b n a j e g b u r d t d
U
T F
C d
Y
O U
T
N
A M
E
U
T F
C
O
T T
E D
M o n d a y
D e c e m b e r a m
U
S E
R b u r d t
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 L
S
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
C O
N S
T R
U C
T I O
N
D
E T
A I L
S
UTF-C-527
AS NOTED
TJB CA CHC
C5
CABLE TRAY BASE PLATE
SCALE: 3"=1'-0"
6"0 3" 1'
B5
C-527
C5
C-527
A1
C-527
C1
SECTION (SYMMETRICAL)
SCALE: 1 1/2"=1'-0"
2'0 1' 4'
C2
SECTION (SYMMETRICAL)
SCALE: 1 1/2"=1'-0"
2'0 1' 4'
A1
SECTION (SYMMETRICAL)
SCALE: 1 1/2"=1'-0"
2'0 1' 4'
C3
SECTION
SCALE: 1 1/2"=1'-0"
2'0 1' 4'
B3
SECTION
SCALE: 1 1/2"=1'-0"
2'0 1' 4'
B3
C-527
A3
SECTION
SCALE: 1 1/2"=1'-0"
2'0 1' 4'
B5
CABLE TRAY CAP PLATE
SCALE: 3"=1'-0"
6"0 3" 1'
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 L
S
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
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
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
5'-0"
1'-6" 6'-6"
FINAL GRADE
6" COMPATED AGGREGATE
NO. 53, BASE
5'-0"
" Ø ANCHOR BOLT
W/ EYE NUT SET VERTICAL
FOR TURNING BLOCK
(36" MIN EMBEDMENT)
R
Ø
WT7X79.5
" Ø HOLE FOR
" Ø CAST IN PLACE
ANCHOR BOLT
W/ 36" MIN EMBEDMENT
2"
1'-2"
F
C
H O
R
F
O U
N D
A T
I O
N S
8'-0"
7 #5 @ 9" TOP AND BTM
FOR ANCHOR FOUNDATIONS
11 #5 @ 9" TOP AND BTM
FOR TOWER FOUNDATIONS
11 #5 @ 9" U BARS
TOP AND BTM
F
W
U
N D
A T
I O
N
F
C
H O
R
F
O U
N D
A T
I O
N S
L A
P
5 #5 EF
EQUALLY
SPACED
F
W
U
N D
A T
I O
N
FINAL GRADE
6" COMPATED AGGREGATE
NO. 53, BASE
8'-0" (SQUARE)
M
I N
(4) 1
" ANCHOR BOLTS FOR
TOWER BASE P W/ 36" MIN
EMBEDMENT
L
T O
W E
S
E
P
L
Y
H
E R
S
F I L
E
N
A M
E
C p w w o r k i n g g b n a j e g b u r d t d
U
T F
C d
Y
O U
T
N
A M
E
U
T F
C
O
T T
E D
M o n d a y
D e c e m b e r p m
U
S E
R b u r d t
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 L
S
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
C O
N S
T R
U C
T I O
N
D
E T
A I L
S
UTF-C-528
AS NOTED
TJB CS CHC
N
C2
C-528
C2
GUY ANCHOR FOUNDATION SECTION
SCALE: 1/2"=1'-0"
C1
GUY ANCHOR FOUNDATION PLAN (G1 SHOWN)
SCALE: 3/4"=1'-0"
0 2' 4'1'
0 2' 4'1'
A1
WINCH AND TURNING BLOCK ANCHOR FOUNDATION PLAN
SCALE: 1/2"=1'-0"
C-528
B4
B2
WINCH ANCHOR DETAIL - ELEVATION
SCALE: 1 1/2"=1'-0"
B2
C-528
C4
REINFORCEMENT DETAIL - PLAN
SCALE: 1 1/2"=1'-0"
0 2' 4'1'
0 2' 4'1'
A4
TOWER FOUNDATION ELEVATION
SCALE: 1/2"=1'-0"
B4
REINFORCEMENT DETAIL - ELEVATION
SCALE: 1 1/2"=1'-0"
0 2' 4'1'
0 2' 4'1'
A2
C-528
1' 2'0 6"
A2
WINCH ANCHOR DETAIL - PLAN
SCALE: 1 1/2"=1'-0"
1' 2'0 6"
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 L
S
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
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
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
8'-0"
2'-0"
HSS 3
X3
X
(TYP OUTSIDE FRAME)
HSS 2
X2
"X
(TYP)
" THICK BENT P OR
ANGLE PAD LOCK HASP
HEAVY DUTY HINGE
(TYP, 2 REQD)
CONCRETE WALL
MIN
MIN
TYP
TYP
MIN
TYP
2'-0" 2'-0" 2'-0"
TYP
HSS 3
X3
X
POST
L
" CAP P
L
G
MIN
WELD 3
SIDES
9" 9"
6"
CONCRETE
WALL / SLAB
HSS 3
X3
X
POST
" Ø HOLE FOR
" Ø ANCHOR BOLTS
W/ 8" EMBEDMENT
(TYP)
C WALL & POST
L
C POST & BUMP-OUT
L
" THICK P
L
(TYP) (TYP)
4'-0"
MIN
TYP
2'-0" 2'-0"
HSS 2
X2
"X
"(TYP)
HSS 3
X3
X
(TYP OUTSIDE FRAME)
CONCRETE SLAB
" CAP P
MIN
TYP
HEAVY DUTY HINGE
(TYP, 2 REQD)
MIN
TYP
HSS 3
X3
X
POST
L
" THICK BENT P OR
ANGLE PAD LOCK HASP
G
TYP
L
MIN
WELD 3
SIDES
6'-0" 2'-0"
MIDDLE
POST
END
POST
" SCH 80 PIPE
(TYP)
(TYP)
(TYP)
RAILING POST OR
REMOVABLE
RAILING SLEEVE
" THICK KICK P
" THICK P
L
L
REMOVABLE
RAILING POST
2" Ø SCH 40
REMOVABLE
RAILING SLEEVE
" Ø WEEP HOLE
IN 2" Ø PIPE
EL 719.00
" THICK P
L
" Ø HOLES FOR
" Ø BOLTS
(TYP)
" Ø SCH 80 PIPE
FOR RAILING POST
2" Ø SCH 40 PIPE FOR
REMOVABLE RAILING
SLEEVE
" THICK KICK P
(TYP)
" 3
L
1"
L
" Ø HOLE FOR
" Ø ANCHOR BOLTS
W/ 6" EMBEDMENT
(TYP)
TYP
POST TO KICK P
L
L
C POST &
BASE P
L
C POST &
BASE P
L
F I L
E
N
A M
E
C p w w o r k i n g g b n a j e g b u r d t d
U
T F
C d
Y
O U
T
N
A M
E
U
T F
C
O
T T
E D
M o n d a y
D e c e m b e r p m
U
S E
R b u r d t
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 L
S
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
C O
N S
T R
U C
T I O
N
D
E T
A I L
S
UTF-C-529
AS NOTED
TJB CS JC
N
C2
8' WIDE GATE
SCALE: 1"=1'-0"
A1
SECTION - GATE ANCHORAGE DETAIL
SCALE: 1 1/2"=1'-0"
C4
4' WIDE GATE
SCALE: 1"=1'-0"
B3
REMOVABLE RAILING DETAIL
SCALE: 1"=1'-0"
A3
KICK PLATE DETAIL
SCALE: 3"=1'-0"
B4
REMOVABLE RAILING SLEEVE DETAIL
SCALE: 3"=1'-0"
A4
POST & SLEEVE BASE PLATE DETAIL
SCALE: 3"=1'-0"
C-529
A1
1' 2'0 6"
" = 1'-0"
0 1' 2'6"
0 1' 2'6"
0 1' 2'6"
6"0 3" 1'
6"0 3" 1'
6"0 3" 1'
C-529
A1
B4
C-529
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 L
S
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
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 L
S
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
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 L
S
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
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
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AutoCAD SHX Text
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DESCRIPTION
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DATE
AutoCAD SHX Text
APPR
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AutoCAD SHX Text C
AutoCAD SHX Text D
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AutoCAD SHX Text B
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SYM
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DESCRIPTION
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DATE
AutoCAD SHX Text
APPR
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AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
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AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
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SYM
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DESCRIPTION
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DATE
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APPR
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AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
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SYM
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DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy
157.00'
137.00'
10.00'
N
S
CO
CO
W
15.00'3'
S
(TYP.)
(TYP.)
26 26
(TYP.)
29 2927
29 29 29 29 29 29 29
29 29 29 29 29 29 29
(TYP.)
(TYP.)
W
5054 55
50+00
49+47
50+25
49+75
49+53
49+64
49+57.42
49+38
50+36
50+62
49+56.62 35
(TYP.)
(2)
(2)
(2)
(2)
50+43.38
(TYP.)
50+37.50
50+25.50
C
E
AAAAAAAAAAAAA
A
A
A
A
A
A
A
A
A
AAAAAAAAAAAAA
A
A
A
A
A
A
A
AA AA
(4)
(4)
(39)
A
A
A
A
L A
U N
A
T F
O R
M
E
N L
A R
G E
D
P
L A
N
LP-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 L P
C
S d
Y O
M
E
L P
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
LAUNCH PIT PLATFORM ENLARGED PLAN - 01
SCALE: 1"=10'
S E
E
S
H E
C
S
GENERAL SHEET NOTES
1. PRIOR TO PROJECT COMPLETION AND AT THE DIRECTION
OF THE CONTRACTING OFFICER EMPTY THE LAUNCH PIT
OF ALL WATER
6. BITUMINOUS PAVEMENT (UTF-C-505/C1)
14. CONCRETE APRON (UTF-C-503/C1)
15. CONCRETE APRON FOR AIR COMPRESSOR,
APPROXIMATE SIZE, MAKE 12" LARGER THAN
COMPRESSOR ENCLOSURE ON ALL SIDES
17. BOLLARD TYPE 1 (UTF-C-506/A2)
23. CONCRETE PAD FOR MOUNTING PROCESSING
EQUIPMENT ON HSS FRAME
24. METAL STAIRS TYPE 1 (UTF-C-521/C1)
25. METAL STAIRS TYPE 2 (UTF-C-521/C3)
26. METAL STAIRS TYPE 3 (UTF-C-522/C1)
27. GALVANIZED RAILING SYSTEM
28. METAL FRAMING FOR CABLE TRAY (UTF-C-527)
29. UTILITY TRENCH TYPE 1 (UTF-C-503/C4)
30. UTILITY TRENCH TYPE 2 (UTF-C-503/C4)
32. CONCRETE RAMP, SEE LAUNCH PIT
STRUCTURAL PLANS
33. CONCRETE PLATFORM, SEE LAUNCH PIT
STRUCTURAL PLANS
34. LAUNCH PIT CAP, SEE LAUNCH PIT STRUCTURAL
PLANS
35. STEEL EMBEDS, SEE LAUNCH PIT STRUCTURAL
PLANS
37. WALL W/RAILING, SEE LAUNCH PIT STRUCTURAL
PLANS
38. SHEAVE AREA, SEE LAUNCH PIT STRUCTURAL
PLANS
39. CROSS FLOW HEAVE COMPENSATOR PAD, SEE
LAUNCH PIT STRUCTURAL PLANS
44. LAUNCH PIT RECYCLE PUMP DISCHARGE VAULT
45. LAUNCH PIT SUMP DISCHARGE VAULT
48. LAUNCH PIT FILL VAULT
49. WATER TREATMENT SYSTEM MAINTENANCE
PLATFORM (UTF-C-523/C1)
50. EQUIPMENT SUPPORT FRAME (UTF-C-517/A1)
51. WALL MOUNTED CABLE TRAY (2) 2' WIDE
52. WALL MOUNTED LADDER WITH LANDING
PLATFORMS (UTF-C-516)
53. CDAS CAMERA POLE EMBED CONCRETE PAD
(UTF-C-505/B4)
54. 16' WIDE RAILING GATE
55. 3' WIDE RAILING GATE
56. 16' WIDE RAILING GATE
88. HORIZONTAL CABLE LIFELINE SYSTEM
(LPC-S-506)
89. CURB MOUNTED CONCRETE SWIVEL ANCHOR
(LPC-S-506)
90. WALL MOUNTED CONCRETE SWIVEL ANCHOR
(LPC-S-506)
91. PAD MOUNTED CONCRETE SWIVEL ANCHOR
(LPC-S-506)
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
80.00'
75.00'
CB
W
S
CO
CB
MECHANICAL
AND ELECTRICAL
BUILDING
E
W
E
E
(TYP.)
14 14
(TYP.)
(TYP.)
(TYP.)
(TYP.)
S
S
50+53.33
50+18
49+82
50+00
49+42
E
CB
CB
(2)
(2)
E
S
S
L A
U N
A
T F
O R
M
E
N L
A R
G E
D
P
L A
N
LP-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 L P
C
S d
Y O
M
E
L P
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
LAUNCH PIT PLATFORM ENLARGED PLAN - 02
SCALE: 1"=10'
S E
E
S
H E
C
S
SHEET KEYNOTES
GENERAL SHEET NOTES
1. PRIOR TO PROJECT COMPLETION AND AT THE DIRECTION
OF THE CONTRACTING OFFICER EMPTY THE LAUNCH PIT
OF ALL WATER
6. BITUMINOUS PAVEMENT (UTF-C-505/C1)
8. TEST EQUIPMENT PAD (UTF-C-505/A1)
14. CONCRETE APRON (UTF-C-503/C1)
15. CONCRETE APRON FOR AIR COMPRESSOR,
APPROXIMATE SIZE, MAKE 12" LARGER THAN
COMPRESSOR ENCLOSURE ON ALL SIDES
18. BOLLARD TYPE 2 (UTF-C-506/A3)
28. METAL FRAMING FOR CABLE TRAY (UTF-C-527)
29. UTILITY TRENCH TYPE 1 (UTF-C-503/C4)
31. UTILITY TRENCH TYPE 3 (UTF-C-503/C4)
35. STEEL EMBEDS, SEE LAUNCH PIT STRUCTURAL
PLANS
36. METAL STAIRS TYPE 4 (UTF-C-522/C3)
37. WALL W/RAILING, SEE LAUNCH PIT STRUCTURAL
PLANS
39. CROSS FLOW HEAVE COMPENSATOR PAD, SEE
LAUNCH PIT STRUCTURAL PLANS
40. CROSS FLOW WINCH PAD, SEE LAUNCH PIT
STRUCTURAL PLANS
41. REMOVABLE RAILING SYSTEM
42. DRAINAGE TRENCH, 68 LF (UTF-C-503/C4)
43. SUMP PIT AND PUMP
46. CONCRETE PAD FOR ELECTRICAL SWITCH GEAR
47. CONCRETE PAD FOR ELECTRICAL
TRANSFORMERS
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
719.25
N
719.00
704.75
LAUNCH PIT
W
S
719.25
719.15
719.25
719.15
719.15
719.00
719.15
725.50
725.50
725.30
719.25
719.00
725.30
725.50
718.50
719.00
725.50
725.50
725.25
719.10
718.50
719.00 719.00704.75
719.00
719.00
718.50
719.30
719.15
718.75718.75
719.30
719.00 719.00
719.15
719.15
719.25
719.15
719.001
719.00
719.10
719.00
719.50
719.25
719.25
719.00
725.25
719.25
719.05
719.00
718.85
719.00719.00
719.00
719.30
719.20
704.75
705.00
705.00
704.75
719.15
719.00
719.00
719.00
719.00
E
E
L A
U N
A
T F
O R
M
G
R A
D I N
G
P
L A
N
LP-CG401
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 L P
C
G d
Y O
M
E
L P
C
G
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
LAUNCH PIT PLATFORM GRADING PLAN - 01
SCALE: 1"=10'
S E
E
S
H E
C
G
SHEET KEYNOTES
1. THE TOP OF THE UTILITY TRENCH COVER ON
THE LAUNCH PIT CAP, AT THE LAUNCH PIT
SHALL BE AT ELEVATION 719.00 (TYP.)
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
CB
S
CO
CB
MECHANICAL
AND ELECTRICAL
BUILDING
FF 719.25
CROSS FLOW PIT
TEST
EQUIPMENT PAD
N
719.05
704.75
VFD AREA
E
W
E
E
S
S
E
CB
CB
725.50
725.25
719.10
718.50
719.00704.75
718.75
719.25
719.05
719.00
718.85
719.00
704.75
705.00
705.00
704.75
719.15
719.15
719.00
719.00
719.00
718.67
718.67
718.67
719.00
704.21
705.00 705.00
704.60 704.75
704.10
704.21
704.42
705.00
705.00
705.00
705.00
704.10
704.21
704.42
719.00
719.00
GR 718.75
719.00
719.00
719.00
719.00
718.75
719.00
719.00
719.25…
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