1629197dwgVol2_Sheet189-236_S.pdf
PDF 13 MB Posted
- Solicitation number
- N4008519R9186
About this file
This federal solicitation seeks design-build construction services for a new Underwater Launch Test Facility to support submerged launch testing and evaluation of full-scale launch technologies. Services include construction of an Underwater Launch Pit using slurry wall techniques, an Operational Support Building, Warehouse Building, Water Treatment Facility, and Mechanical and Electrical Building. Additional requirements include site preparation, paving, utilities installation, and environmental mitigation. Construction is required to start in June 2020 with equipment outfitting completed by September 2021. The project will be conducted in four phases, with Phase 1 deliverables due seven months after award and Phase 4 beneficial occupancy due eighteen months after award. The Naval Facilities Engineering Command is the contracting agency.
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Text version
TOP OF FINISHED GROUND LINE
OR ASPHALT PAVEMENT
6"
1'-3"
1 2
# 6 @ 15" EC (EACH WAY)
(TYP ALL SLABS ON GROUND UON)
10" SLAB ON GROUND
6" (MIN) AGGREGATE
INDOT #53 BASE
UTILITY (OR DRAINAGE)
TRENCH
"FREE" END OF SLAB
2" x 4" KEY
(SEE LPC-S-514/B5)
SEE JOINT SEALANT DETAIL
℄ JOINT
1" Ø DOWEL x 1'-4" LONG @ 1'-0" MAX SPACING
(PAINT ONE END WITH A BOND BREAKING COMPOUND)
℄ JOINT
" (TYP)
" COMPRESSIBLE FILLER MATERIAL
1" Ø DOWEL x 1'-4" LONG @ 1'-0" MAX SPACING (PAINT
ONE END WITH A BOND BREAKING COMPOUND)
DOWEL CAP, END FILLED WITH
COMPRESSIVE MATERIAL
4"
POURED JOINT
SEALANT
SEE JOINT
SEALANT DETAIL
℄ JOINT
REINF CONTINUOUS
THROUGH JOINT
10" SLAB ON GROUND
#6 @ 15" EC (EACH WAY)
'-4
6" (MIN) AGGREGATE
INDOT #53 BASE
POROUS FILL
1'-3"
5 - #6 BARS EC
#5 @1'-0" EC
EL 719.0
3 4
1 2
I N
I T
I A
L
S
A W
C U
T
SEPARATING TAPE
POURED SEALANT
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 l o p a t o k p d B
L D
G L P
C S d w g
Y O
U T
M
E
L P
C S
P
O
T T
E D
T u e s d a y
A p r i l p m
S E
R
L o p a t o K
P
D E
P A
R T
M E
O
F
T
H
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
C
R 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
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
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
NBJ
L A
U N
Y P
I C
A
B O
N G
R O
U N
D
D
E T
A I L
S
LPC-S-507
12810698
AS NOTED
RPK KPL CHC
A1
SHRINKAGE CONTROL JOINT
SCALE: 3" = 1'-0"
GENERAL SHEET NOTES
1. SEE DWG LPC-S-104 FOR LOCATION OF EXPANSION,
CONTRACTION AND SHRINKAGE CONTROL JOINTS.
2. SEE GENERAL STRUCTURAL NOTES ON DWG UTF-C-003
FOR ADDITIONAL CONCRETE AND REINFORCEMENT
REQUIREMENTS.
3. FOR GRADING OF SLAB ON GRADE SEE DWG LP-CG401 &
402.
4. ALL REINFORCEMENT IN SLABS-ON-GRADE SHALL BE
EPOXY COATED.
B1
EXPANSION JT
SCALE: 3" = 1'-0"
C1
CONTRACTION JOINT
SCALE: 3" = 1'-0"
A4
SECTION AT END OF RAMP
SCALE: 1 1/2" = 1'-0"
A3
JOINT SEALANT
SCALE: 1'-0" = 1'-0"
0 1" 2"1/2"
6"0 3" 1'
6"0 3" 1'
6"0 3" 1'
1' 2'0 6"
D1
TYPICAL SLAB ON GROUND
SCALE: 1 1/2" = 1'-0"
1' 2'0 6"
6" (TYP)
1'-0"
(TYP)
52'-0"
6" (TYP)
1'-6"
(TYP)
40'-0"
1'-6"
3" 1'-0"
5/8" Ø STEEL HEADED
CONCRETE ANCHOR W/ 8"
EMBEDMENT (TYP)
TOP OF CONC
1" THK ⅊
F I
M
E
C p w w o r k i n g g b n a j e g l o p a t o k p d B
L D
G L P
C S d
Y O
M
E
B
L D
G L P
C S
O
T T
E D
T u e s d a y
A p r i l
E
R
L o p a t o K
P
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
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
NBJ
L A
U N
M B
E D
D E
D
P
L A
D
T
A I L
S
LPC-S-508
12810699
AS NOTED
TJB TJB CHC
C3
LPC-S-508
C3
LPC-S-508
C1
PLAN - EMBEDDED PLATE TYPE 1
SCALE: 1" = 1'-0"
A1
PLAN - EMBEDDED PLATE TYPE 2
SCALE: 1" = 1'-0"
C3
SECTION
SCALE: 1 1/2" = 1'-0"
0 1' 2'6"
0 1' 2'6"
1'-10" 1'-10" 1'-6 1/2"
S
3/4" DIA VENT HOLE (TYP)
1 1/4" Ø STEEL HEADED CONCRETE
ANCHOR W/ 12" EMBEDMENT (TYP)
4"
5 SPA @ 11" = 4'-7"
6'-0"
2" THICK EMBEDDED PLATE
3 SPA @ 1'-3" = 3'-9"
4"
2" THICK EMBEDDED PLATE
EL 711.0
EL 708.0
4'-5"
1 1/4" Ø STEEL HEADED CONCRETE
ANCHOR W/ 18" EMBEDMENT (TYP)
4"
5 SPA @ 11" = 4'-7"
6'-0"
1'-10" 1'-10" 1'-6 1/2"
1 1/4" Ø STEEL HEADED CONCRETE ANCHOR W/ 12"
EMBEDMENT (TYP)
3/4" DIA VENT HOLE (TYP)
2" THICK EMBEDDED PLATE
8 SPA @ 1'-3" = 10'-0"
10'-6"
3"
1 1/4" Ø STEEL HEADED CONCRETE
ANCHOR W/ 18" EMBEDMENT (TYP)
2" THICK EMBEDDED PLATE
EL 711.0
EL 708.0
CJP, BACKGOUGE
M
B
E D
M E
N T
CJP
F I
M
E
C p w w o r k i n g g b n a j e g l o p a t o k p d B
L D
G L P
C S d
Y O
M
E
B
L D
G L P
C S
O
T T
E D
T u e s d a y
A p r i l
E
R
L o p a t o K
P
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
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
NBJ
L A
U N
B
E D
D E
D
P
L A
T
A I L
S
LPC-S-509
12810700
AS NOTED
TJB TJB CHC
C1
PLAN - EMBEDDED PLATE TYPE 3
SCALE: 3/4" = 1'-0"
2'0 1' 4'
A1
PLAN - EMBEDDED PLATE TYPE 4
SCALE: 3/4" = 1'-0"
2'0 1' 4'
C3
SECTION - EMBEDDED PLATE TYPE 3
SCALE: 3/4" = 1'-0"
2'0 1' 4'
B3
SECTION - EMBEDDED PLATE TYPE 4
SCALE: 3/4" = 1'-0"
A4
WELD DETAIL - EMBEDDED PLATE TYPES 3 & 4
SCALE: 3" = 1'-0"
A3
LPC-S-509
A3
LPC-S-509
C3
LPC-S-509
B3
LPC-S-509
2'0 1' 4'
6"0 3" 1'
A3
WELD DETAIL - EMBEDDED PLATE ANCHORS
SCALE: 3" = 1'-0"
6"0 3" 1'
18" W x 1
" THK
EMBEDDED PLATE
" Ø 8
" LONG
STEEL HEADED CONCRETE ANCHOR
(TYP UON)
7 1/4"
3 SP @
6" = 1'-6"
℄ 4-#6 (TYP)
℄ BUMPER STOP
℄ EXP OR CONTR JOINT
(SEE DWG LPC-S-103 FOR WALL
JOINT TYPE AND LOCATIONS)
122'-6
" 80'-5
" 22'-5
1'-4 1/4" ℄ 1
" x 2
" x 1'-4" LONG
SHEAR LUG (TYP)
1'-0" 10 1/4"
1'-6 1/4"
227'-0"
LRSE BUMPER STOP
BASEPLATE (TYP) (NIC)
℄ BUMPER STOP
℄ L R
B
E D
D E
D
P
L A
T E
S
O U
A
O
W N
N O
R T
H
P
L A
M
I L A
R
℄ U L T
F
L A
U N
T
E
M B
E D
D E
D
P
L A
T E
S Y
M E
T R
I C
A L
A
B O
U T
END OF EMBEDDED PLATE
LAUNCH PIT
WORK POINT
END OF EMBEDDED PLATE
℄ 1" Ø x 1'-3" LONG STEEL HEADED
CONCRETE ANCHORS (TYP)
END OF EMBEDDED PLATE
9"
2'-0" (MAX) SPA
℄ BUMPER STOP
BUMPER STOP (NIC)
" Ø x 8
" LONG STEEL
HEADED CONCRETE
ANCHOR (TYP UON)
1" Ø x 1'-3" LONG STEEL
HEADED CONCRETE
ANCHOR (TYP @ BUMPER
STOP LOCATIONS)
2'-0" (MAX) SPA
2'-0" (MAX) SPA
9" 9"
2'-0" (MAX) SPA
LRSE RAIL
(NIC)
℄ BUMPER STOP
END OF EMBEDDED ⅊
T
Y P
SHEAR LUG
(TYP)
#6 @12"
(TYP)
" @ EXP JT
0" @ CONTR. JT
(EMBEDDED ⅊ DISCONTINUOUS
@ WALL JOINTS)
18" W x 1
" THK
EMBEDDED ⅊
2'-0" (MAX) SPA
℄ EXP JT
℄ EXP JT OR CONTR JT
9"
℄ EXP JT
6"9"
2'-0" (MAX) SPA
9"
6" 6"
1'-3"
℄ 18" W x 1
" THK
EMBEDDED ⅊ FOR
LRSE RAIL
C L R
5"±
# 6 BAR
2'-0"
℄ 1" Ø x 1'-3" LONG
STEEL HEADED CONCRETE ANCHOR
" x 2
" x 1'-4" LONG
SHEAR LUG
6" 6"
1'-3"
" Ø x 8
" LONG
STEEL HEADED
CONCRETE ANCHOR
@ 2'-0" (MAX) SPA (UON)
℄ 18" W x 1
" THK
EMBEDDED ⅊ FOR LRSE RAIL
F I
M
E
C p w w o r k i n g g b n a j e g l o p a t o k p d B
L D
G L P
C S d
Y O
M
E
L P
C S
O
T T
E D
T u e s d a y
A p r i l
E
R
L o p a t o K
P
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
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
NBJ
L A
U N
B
E D
D E
D
P
L A
T
A I L
S
LPC-S-510
12810701
AS NOTED
RPK KPL CHC
C5
B1
2'0 1' 4'
C1
PLAN - EMBEDDED PLATE TYPE "6" (FOR LRSE RAIL)
SCALE: 3/4" = 1'-0"
2'0 1' 4'
B1
SECTION
SCALE: 3/4" = 1'-0"
C5
SECTION
SCALE: 3/4" = 1'-0"
2'0 1' 4'
A5
SECTION
SCALE: 3/4" = 1'-0"
2'0 1' 4'
A5
GENERAL SHEET NOTES
1. EMBEDDED PLATES FOR LRSE MUST NOT DEVIATE FROM
THE TRUE ELEVATION OR SLOPE BY GREATER THAN
PER 10'-0". TOTAL DEVIATION MUST NOT EXCEED
" FROM
TRUE ELEVATION OR SLOPE. THE VFD AREA MAY SLOPE
0.5% MAX EXLUDING TOLERANCE.
3"
3 SP @ 10" = 2'-6" 5 SP @ 1'-6" = 7'-6" 3 SP @ 10" = 2'-6"
3"
13'-0"
S
1'-6" 10'-0" 1'-6"
℄ VAS SUPPORT ℄ VAS SUPPORT
℄ V A
S
O
U T
E R
S
U P
P O
R T
" Ø STEEL HEADED CONCRETE ANCHOR (TYP)
5 SP @ 2'-0" = 10'-0"
" Ø "VENT" HOLE (TYP)
℄ VAS SUPPORT (TYP) ℄ VAS SUPPORT (TYP)
TOP OF CONC
T
Y P
" Ø STEEL HEADED CONCRETE ANCHOR (TYP)
1 1/2" THK ⅊
3" 3"
3 SPA @ 10" = 2'-6"
3'-0"
S
℄ VAS SUPPORT
& EMBEDDED ⅊
℄ V A
S
O
U T
E R
S
U P
P O
R T
E
M B
E D
D E
D
" Ø STEEL HEADED CONC
ANCHOR (TYP)
" Ø "VENT" HOLE
1 1/2" THK ⅊ TOP OF CONC
T
Y P
" Ø STEEL HEADED
CONCRETE ANCHOR (TYP)
3"
3 SPA @ 10" = 2'-6"
3"
3'-0"
2" 2"
℄ BOLLARD &
EMBEDDED ⅊
℄ B O
L L A
M
B E
D D
E D
1'-4"
" Ø STEEL
HEADED CONC
ANCHOR (TYP)
1'-0"
1 1/2" THK ⅊
TOP OF CONC
T
Y P
E
T
Y P
E
" Ø STEEL HEADED CONCRETE
ANCHOR (TYP)
℄ BOLLARD &
℄ EMBEDDED ⅊
1'-0" 2'-0"
7- SPA @ 2'-0" = 14'-0"
2'-0" 1'-0"
20'-0"
" Ø x STEEL HEADED CONCRETE
ANCHOR (TYP)
18" W x
" THK
EMEDDED PLATE
℄ EMBEDDED ⅊
INSIDE FACE OF
CROSSFLOW PIT
INSIDE FACE OF
LAUNCH PIT
18" W x
" THK
EMBEDEDD PLATE
TYPE "5"
6" 6"
TOP OF SHEAVE
PLATFORM (EL 719.0)
" Ø x 8
" LONG STEEL
HEADED CONCRETE ANCHORS
F I
M
E
C p w w o r k i n g g b n a j e g l o p a t o k p d B
L D
G L P
C S d
Y O
M
E
L P
C S
O
T T
E D
T u e s d a y
A p r i l
E
R
L o p a t o K
P
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
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
NBJ
L A
U N
B
E D
D E
D
P
L A
T
A I L
S
LPC-S-511
12810702
AS NOTED
RPK KPL CHC
C1
PLAN EMBEDDED PLATE TYPE "5" (FOR LRSE TRANSLATING EQUIPMENT)
SCALE: 1" = 1'-0"
B1
A1
PLAN EMBEDDED PLATE TYPE "7" (FOR VAS "OUTER" SUPPORT)
SCALE: 1" = 1'-0"
B1
SECTION EMBEDDED PLATE TYPE "7"
SCALE: 1" = 1'-0"
A3
TYPE "10" & "11" (FOR BOLLARD)
SCALE: 1 1/2" = 1'-0"
B3
SECTION EMBEDDED PLATE TYPE "10" & "11"
SCALE: 1 1/2" = 1'-0"
A5
(FOR OUTER VAS SUPPORT)
SCALE: 1 1/2" = 1'-0"
B5
SECTION EMBEDDED PLATE TYPE "7" & "8"
SCALE: 1 1/2" = 1'-0"
B3
B5
C4
SECTION EMBEDDED PLATE TYPE "5"
SCALE: 1 1/2" = 1'-0"
C4
0 1' 2'6"
0 1' 2'6"
0 1' 2'6"
1' 2'0 6"1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
PLAN EMBEDDED PLATE TYPE "8"
B5
PLAN EMBEDDED PLATE
3" 1'-4"
2'-6" SPA @ 10" = 2'-6"
1'-4" 3"
5'-8"
S
2'-0" (TYP) ℄ VAS SUPPORT & EMBEDDED ⅊℄ BOLLARD TYPE "3"
(TYP) (SEE )
℄ B O
L L A
Y P
℄ V A
S
I N
N E
R
S
U P
P O
M
B E
D D
E D
1" Ø STEEL HEADED
CONCRETE ANCHOR (TYP)
2'-0" 2'-0"
" Ø "VENT" HOLE
(TYP)
℄ BOLLARD (TYP)
1 1/2" THK ⅊
T
Y P
1" Ø STEEL HEADED CONCRETE
ANCHOR (TYP)
TOP OF CONC
3'-0"
6"
2 SP @ 1'-0" = 2'-0"
6"
S
℄ CDAS CAMERA SUPPORT
& EMBEDDED ⅊
℄ C D
M
E R
A
S
U P
P O
R T
E
M B
E D
D E
D
" Ø STEEL HEADED
CONCRETE ANCHOR (TYP)
" Ø "VENT" HOLE
T
Y P
3/4" THK ⅊
" Ø STEEL HEADED
CONCRETE ANCHOR (TYP)
TOP OF CONC
6" 7"
2 SP @ 10"
3"
3'-0" 2'-6"
2-# 5 BARS
" Ø AIR RELIEF HOLE
℄ VAS SUPPORT
& EMBEDDED PLATE
1" Ø STEEL HEADED CONCRETE ANCHOR (TYP)
S
EDGE OF UTILITY
TRENCH
℄ V A
S
I N
N E
R
S
U P
P O
R T
℄ E
M B
E D
D E
D
P
L A
T E
1 1/2" THK ⅊
2-#5 BARS
1" Ø STEEL HEADED CONCRETE ANCHOR (TYP)
F I
M
E
C p w w o r k i n g g b n a j e g l o p a t o k p d B
L D
G L P
C S d
Y O
M
E
L P
C S
O
T T
E D
T u e s d a y
A p r i l
E
R
L o p a t o K
P
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
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
NBJ
L A
U N
B
E D
D E
D
P
L A
T
A I L
S
LPC-S-512
12810703
AS NOTED
RPK KPL CHC
B4
B1
A5
A1
PLAN EMBEDDED PLATE TYPE "9" (FOR VAS "INNER" SUPPORT)
SCALE: 1 1/2" = 1'-0"
B1
SECTION EMBEDDED PLATE TYPE "9"
SCALE: 1 1/2" = 1'-0"
A3
PLAN EMBEDDED PLATE TYPE "12" (FOR CDAS CAMERA)
SCALE: 1 1/2" = 1'-0"
A5
SECTION EMBEDDED PLATE TYPE "12"
SCALE: 1 1/2" = 1'-0"
1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
C3
PLAN EMBEDDED PLATE TYPE "13" (FOR VAS "INNER" SUPPORT)
SCALE: 1 1/2" = 1'-0"
1' 2'0 6"
B4
SECTION EMBEDDED PLATE TYPE "13"
SCALE: 1 1/2" = 1'-0"
SH
A V
E P
LA
TF
O R
M
T
Y P
E M
B E
D D
⅊ F
R
L R
Y P
T
Y P
℄ HORIZONTAL CABLE
LIFELINE SYSTEM (SEE
NOTE 1) (TYP)
10'-0"
(TYP)
20'-0" W
PLATFORM
INSIDE FACE
OF LAUNCH PIT
M
A X
S L
A B
SUPPORT POST WITH
"PASS THROUGH" TYPE
CABLE RESTRAINT
15"
(MIN)
M
I N
CONCRETE SWIVEL
ANCHOR (SEE NOTE 2)
"FREE" EDGE OF
WALL, CURB OR
SLAB
FACE OF WALL, CURB
OR TOP OF SLAB
A
F F
W
H E
S
S I B
L E
F I
M
E
C p w w o r k i n g g b n a j e g l o p a t o k p d B
L D
G L P
C S d
Y O
M
E
L P
C S
O
T T
E D
T u e s d a y
A p r i l
E
R
L o p a t o K
P
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
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
NBJ
L A
U N
L
L
P
R O
T E
C T
I O
N
D
E T
A I L
S
LPC-S-513
12810704
AS NOTED
RPK KPL CHC
A1
SHEAVE PLATFORM PLAN
SCALE: 3/16" = 1'-0"
FALL PROTECTION NOTES
1. PROVIDE TWO (2) PERMANENT HORIZONTAL LIFELINE
SYSTEMS LOCATED AS SHOWN ON THE SHEAVE
PLATFORM PLAN. EACH SYSTEM SHALL BE DESIGNED IN
ACCORDANCE WITH THE UNITED STATES NAVY FALL
PROTECTION GUIDE AND OSHA AND BE CAPABLE OF
ADEQUATELY RESTAINING A MAXIMUM OF TWO WORKERS
(PER SYSTEM) OPERATING AT ANY POINT ALONG THE
LIFELINE . INTERMEDIATE LIFELINE SUPPORT POSTS
SHALL ALLOW FOR "PASS THROUGH" RESTRAINING
CONNECTORS TO ACCOMODATE CONTINUOUS
MOVEMENT ALONG THE LIFE LINE. CABLES, POSTS,
ANCHORAGES AND MISCELLANEOUS HARDWARE SHALL
BE DESIGNED BY A PROFESSIONAL ENGINEER IN THE
STATE OF INDIANA WITH A BACKGROUND IN DESIGNING
SUCH SYSTEMS. SEALED PLANS AND CALCULATIONS
SHALL BE SUBMITTED FOR APPROVAL TO THE
CONTRACTING OFFICER. THE HEIGHT OF THE SUPPORT
POSTS SHALL NOT EXCEED 10" FROM THE TOP OF THE
CONCRETE PLATFORM. POST INSTALLED ANCHORS FOR
POSTS SHALL BE LOCATED TO AVOID THE CUTTING OF
ANY REINFORCEMENT WITHIN THE PLATFORM SLAB.
2. PROVIDE SWIVEL ANCHORS AT WALL, CURB AND SLAB
LOCATIONS INDICATED ON DRAWING LP-CS401. SWIVEL
ANCHORS MUST BE FALLTECH ROTATING MULTI-USE
ANCHOR WITH CONCRETE SCREW MODEL NO. 7451A AS
MANUFACTURED BY FALLTECH CORP., COMPTON, CA (OR
APPROVED EQUAL) AND INSTALLED AS PER
MANUFACTURER'S RECOMENDATIONS. SWIVEL ANCHORS
MUST BE LOCATED A MINIMUM OF 15-INCHES FROM ANY
CONCRETE FREE EDGE AS SHOWN ON THE DETAIL.
LOCATE ANCHORS TO AVOID CUTTING ANY
REINFORCEMENT BARS WITHIN THE WALL OR SLAB.
C2
WALL/CURB/SLAB MOUNTED CONCRETE SWIVEL ANCHOR LOCATION
SCALE: 1" = 1'-0"
A2
A2
HORIZONTAL CABLE LIFELINE SYSTEM SUPPORT POST
SCALE: 3" = 1'-0"
0 1' 2'6"
6"0 3" 1'
8'0 4' 16'
EL 725.5 ±
FACE OF WALL
SEE NOTE 2
CABLE TRAY
" THK STAND OFF BRACKET
(TYP)
TOP OF UTILITY TRENCH
(EL 719.0±)
S E
E
N
O T
E
EL 725.5±
TOP OF UTILITY TRENCH
(EL 719.0±)
#5 DOWEL @ 1'-0" (MAX)
(SEE NOTE 3)
8"
N
O N
S H
R I N
K
G
R O
U T
FOOTING
2'-0" 3/8"
CABLE TRAY
" Ø ROUND HEADED BOLT
"PAD" GAP BETWEEN CABLE TRAY
AND BRACKET WITH WASHERS (TYP)
4"
2 3/8"
3/8"1/2"
" x1
" SLOTTED HOLE
2"
" x
" JOINT FILL WITH
A FEXIBLE SEALANT
2"
" x
" JOINT.
FILL WITH A FLEXIBLE SEALANT
F I
M
E
C p w w o r k i n g g b n a j e g l o p a t o k p d B
L D
G L P
C S d
Y O
M
E
L P
C S
O
T T
E D
T u e s d a y
A p r i l
E
R
L o p a t o K
P
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
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
NBJ
L A
U N
S
C E
L L
A N
E O
T
A I L
S
LPC-S-514
12810705
AS NOTED
RPK KPL CHC
GENERAL SHEET NOTES
1. ANCHOR
" THK STAND OFF BRACKET TO CONCRETE
WALL USING POST-INSTALLED
" Ø HAS-V-36 THREADED
ROD(S) WITH 2
" EMBEDMENT ANCHORED WITH HILTI
HIT-HY 200 ADHESIVE ANCHORING SYSTEM (OR APROVED
EQUAL).
2. FIELD DRILL
" Ø HOLE THROUGH STAND-OFF BRACKET
AND CABLE TRAY FOR
" DIA ROUND HEADED BOLT
(ROUND HEAD INSIDE OF CABLE TRAY).
3. FIELD DRILL
" Ø x 6" DEEP HOLE FOR #5 DOWEL AND
ANCHOR WITH HILTI HIT-HY 200 ADHESIVE SYSTEM (OR
APPROVED EQUAL). LOCATE HOLES TO AVOID
REINFORCEMENT IN RETAINING WALL FOOTING.
A1
SECTION
SCALE: 1" = 1'-0"
A3
SECTION
SCALE: 1" = 1'-0" (FOR ADDITIONAL INFORMATION, SEE DETAIL A1)
0 1' 2'6" 0 1' 2'6"
D1
SECTION
SCALE: 3" = 1'-0"
3"0 6"1-1/2"
D2
SECTION
SCALE: 6" = 1'-0"
D1
D1
6"0 3" 1'
1' 2'0 6"
B5
2" x 4" KEY
SCALE: 1 1/2" = 1'-0"
1' 2'0 6"
C5
2" x 6" KEY
SCALE: 1 1/2" = 1'-0"
D2
P A
R T
M E
N T O
F T
H E N
A 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 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
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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
IC
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P -4
U
N D
E R
W A
T E
R L
A U
N C
H T
E S
T F
A C
IL
IT
A C
R A
N E
C R
A N
E
IN
D
IA
N40085-19-R-9186
1629197
PHONE: (973) 267-0555
MORRISTOWN, NJ 07960
412 MT. KEMBLE AVENUE
JACOBS ENGINEERING GROUP INC.
R F P P
H A
S E S
U B
M
IS
S
IO
N /0
/2
RDS/PJB
EJA
C
IV
IL
S
IT
E
M
ID
L A
N T C I
C O
R E
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
V A
2/24/2020
NSWC CRANE VIA EMAIL
CTF TEST SYSTEM INTEGRATOR
APPROVED BY SHANE A. FRINK
NBJ
LPS-S-101
AS NOTED
BE SGK
LAUNCH PIT GENERAL NOTES
L A
U N
C H P
IT
S
T R
U C
T U
R A
L G
E N
E R
A L N
O T
E S
12810706
GS
BAR SIZE
TOP OTHER TOP OTHER
LENGTH, INCHES
MINIMUM LAP SPLICE
LENGTH, INCHES
MINIMUM DEVELOPMENT
BAR SIZE
TOP OTHER TOP OTHER
LENGTH, INCHES
MINIMUM LAP SPLICE
LENGTH, INCHES
MINIMUM DEVELOPMENT
AND SPLICE TABLES - 4000 PSI SLAB
REINFORCEMENT DEVELOPMENT
SPLICE TABLES - 5000 PSI SLURRY WALL
REINFORCEMENT DEVELOPMENT AND
SHALL BE BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING OFFICER.
12. REINFORCEMENT, WHERE NECESSARY TO AVOID PIPES, EMBEDDED ITEMS AND OTHER OBSTRUCTIONS,
11. REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED.
CONSTRUCTABILITY OR TO MISS EMBEDDED ITEMS.
WHERE, IN THE OPINION OF THE CONTRACTING OFFICER, IT IS ESSENTIAL TO REASONABLE
10. FIELD BENDING OF BARS PARTIALLY EMBEDDED IN CONCRETE WILL NOT BE APPROVED EXCEPT
INSTITUTE (CRSI).
WITH THE "MANUAL OF STANDARD PRACTICE" OF THE CONCRETE REINFORCING STEEL
9. PLACE REINFORCEMENT AND PROVIDE SUPPORTS FOR REINFORCING STEEL IN ACCORDANCE
WITH SP-066, AMERICAN CONCRETE INSTITUTE DETAILING MANUAL - 2004.
8. ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL BE IN ACCORDANCE
STEEL TO BE WELDED SHALL CONFORM TO ASTM A706, GRADE 60.
OTHERWISE NOTED. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. REINFORCING
7. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60,000 PSI, UNLESS
LOCATIONS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.
LIKELY TO IMPAIR THE INTEGRITY OF THE CONCRETE STRUCTURE. ADDITIONAL CONSTRUCTION JOINT
AS OPTIONAL. WHERE NOT SHOWN, CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS LEAST
6. CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS, EXCEPT AS NOTED
SEE SPECIFICATIONS.
CURING, ALLOWABLE AND DIFFERENTIAL TEMPERATURES, AND THERMAL MODELING REQUIREMENTS, REQUIREMENTS RELATED TO MASS CONCRETE INCLUDING TEMPERATURE SENSORS, INSULATION,
5. THE CONCRETE IN THE BASE SLAB SHALL BE TREATED AS MASS CONCRETE. FOR CONSTRUCTION
MINIMUM COVER SHALL BE 4" IN THE SLURRY WALLS AND 3" IN THE BASE SLAB.
4. CLEAR COVER FOR REINFORCEMENT SHALL BE AS SHOWN ON THE DRAWINGS. WHERE NOT SHOWN, EXTERNAL CORNERS.
3. UNLESS OTHERWISE NOTED, PROVIDE A 3/4” CHAMFER AT ALL EXPOSED JOINTS, EDGES, AND
HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI AT 28 DAYS.
AT 90 DAYS, IF POZZOLAN IS USED. IF POZZOLAN IS NOT USED, CONCRETE FOR THE BASE SLAB SHALL
2. CONCRETE FOR THE BASE SLAB SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF (f'c) OF 4,000 PSI
AT 28 DAYS, UNLESS OTHERWISE NOTED.
1. CONCRETE FOR THE SLURRY WALLS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 5,000 PSI
CONCRETE NOTES
- UNDERWATER CROSSFLOW SYSTEM (UCFS)
- UNDERWATER VEHICLE ARRESTMENT SYSTEM (UVAS)
- UNDERWATER LAUNCH REACTION STAND ENCLOSURE (ULRSE)
- INTERFACE CONTROL DOCUMENTS (ICD) (DEC 2019)
- CTF-TR-008 ULTF UNCORKING PRESSURE LOADS (OCT. 2019)
- CTF-TR-001 PIT LOADS (DEC. 2019)
ACCORDANCE WITH THE FOLLOWING DOCUMENTS:
2. EQUIPMENT LOADS ON THE SLURRY WALL PANELS AND BASE SLAB WERE IN
“UNDERWATER LAUNCH TEST FACILITY GEOTECHNICAL DESIGN REPORT”.
EARTH PRESSURES AND HYDROSTATIC PRESSURES IN ACCORDANCE WITH THE
1. THE LAUNCH PIT SLURRY WALLS AND ROCK ANCHORS WERE DESIGNED FOR LATERAL
DESIGN LOADS
TO PROCEED IN THE DRY.
5. THE CONTRACTOR IS RESPONSIBLE FOR DEWATERING THE EXCAVATION TO ALLOW CONSTRUCTION
GUIDE WALLS, BRACING, SHORING AND OTHER SUPPORTS REQUIRED BY THE WORK.
4. THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, FURNISHING, PLACING AND MAINTAINING ALL
METHODS AND EQUIPMENT USED DURING ALL PHASES OF CONSTRUCTION. SEE SPECIFICATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, PROVIDING AND MAINTAINING ALL NECESSARY
WRITTEN DIMENSIONS TAKE PRECEDENCE.
SCALE. IN THE EVENT OF CONFLICT BETWEEN WRITTEN DIMENSIONS AND SCALED DIMENSIONS,
2. DRAWINGS ARE GENERALLY TO SCALE. NTS IS SHOWN ONLY WHERE A DETAIL IS NOT DRAWN TO
ELEVATION AFTER PLACEMENT OF ALL CONCRETE.
1. ELEVATIONS ARE IN FEET AND REFER TO NAVD88. ELEVATIONS REPRESENT THE FINAL
GENERAL
THESE NOTES ONLY APPLY TO THE LAUNCH PIT.
DRAWINGS.
WEIGHT PIPE, WITH A MINIMUM YIELD STRENGTH OF 35 KSI, UNLESS OTHERWISE NOTED ON THE
3. 12" DIA. STEEL PIPE FOR ROCK ANCHORS SHALL BE ASTM A53, TYPE E OR S, GRADE B STANDARD
ON THE SHOP DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR APPROVAL.
INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED INFORMATION SHALL BE SHOWN
2. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND
APPROVAL BEFORE WELDING COMMENCES. SEE SPECIFICATIONS.
QUALIFICATION RECORDS (WPQR) SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR
SPECIFICATIONS (WPS), PROCEDURE QUALIFICATION RECORDS (PQR) AND WELDING PERFORMANCE
TO THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODES. WELD PROCEDURE
1. ALL WELDING SHALL BE ELECTRIC ARC WELDING. WORKMANSHIP AND TECHNIQUE SHALL CONFORM
STRUCTURAL STEEL NOTES
TYPE B IS A SECONDARY PANEL AND WILL BE CUT INTO EXISTING PRIMARY PANELS ON BOTH SIDES.
4. PANEL TYPES A, C, D AND E ARE PRIMARY PANELS AND WILL BE CUT INTO ROCK ON BOTH SIDES. PANEL
DURING CONSTRUCTION OF THE WALLS. SEE SPECIFICATIONS.
3. REINFORCEMENT EXTENDING BEYOND THE TOP OF SLURRY PANELS SHALL BE PROTECTED
OUT-OF PLANE TOLERANCE OF 1% OF VERTICAL DEPTH.
SPECIFICATIONS. SLURRY WALL PANELS SHALL BE CONSTRUCTED TO A MINIMUM HORIZONTAL
BE CONSTRUCTED WITHIN THE DIMENSIONAL TOLERANCES LISTED IN THE CONSTRUCTION
2. WIDTHS SHOWN FOR PANEL TYPES A, C, D, AND E ARE NOMINAL. THE SLURRY WALL PANELS SHALL
ENTIRELY FROM THE OPTION 1 DRAWINGS OR OPTION 2 DRAWINGS.
FOR EACH OPTION. THE CONTRACTOR SHALL CONSTRUCT THE SLURRY WALLS AND ROCK ANCHORS
OPTIONS ARE IDENTICAL, HOWEVER, THE NUMBER OF STRANDS WITHIN A ROCK ANCHOR VARIES
ON A HYDROMILL WITH A BITE WIDTH OF 3.2 METERS. THE ROCK ANCHOR LOCATIONS FOR BOTH
WALLS. OPTION 1 IS BASED ON A HYDROMILL WITH A BITE WIDTH OF 2.8 METERS. OPTION 2 IS BASED
1. SLURRY WALL DRAWINGS INDICATE TWO OPTIONAL PANEL LAYOUTS FOR CONSTRUCTION OF THE
SLURRY WALLS
MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
BY THE CONTRACTING OFFICER. TOP BARS ARE HORIZONTAL BARS WHICH ARE PLACED SUCH THAT
THOSE INDICATED ON THE DRAWINGS, WHERE ESSENTIAL TO CONSTRUCTIBILITY, SUBJECT TO APPROVAL
SMALLER BAR BEING LAPPED. THE CONTRACTOR WILL BE ALLOWED TO MAKE SPLICES IN ADDITION TO
LENGTHS SHALL BE APPROVED BY THE CONTRACTING OFFICER. SPLICE LENGTHS ARE BASED ON THE
LESS THAN 2 BAR DIAMETERS. IF BAR SPACING OR CLEAR COVER IS LESS, DEVELOPMENT AND SPLICE
SPACING OF DEVELOPED BAR BEING NOT LESS THAN 5 BAR DIAMETERS AND THE CLEAR COVER NOT
OTHERWISE INDICATED ON THE DRAWINGS. SPLICE LENGTHS ARE BASED ON CENTER TO CENTER
SHALL BE USED IN DETERMINING LAP SPLICES AND DEVELOPMENT LENGTHS WHERE LENGTHS ARE NOT
13. THE DEVELOPMENT AND SPLICE TABLES ARE APPLICABLE TO SHEETS LPS-S-101 THRU LPS-S-140 AND
IS PLACED AND THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3,000 PSI.
ELEV. 699.00'. EXCAVATION BELOW THIS ELEVATION CAN CONTINUE WHEN THE SHEAVE PLATFORM FOOTING
THE MAXIMUM ALLOWABLE EXCAVATION IN THE LAUNCH PIT, AT THE WEST SLURRY WALL, SHALL BE TO
5. AT THE WEST SLURRY WALL, THE SHEAVE PLATFORM FOOTING PROVIDES LATERAL SUPPORT AT ELEV. 699.50'.
OFFICER FOR APPROVAL.
THE CONTRACTOR MAY REQUEST ALTERNATE ALLOWABLE EXCAVATION DEPTHS TO THE CONTRACTING
4. ALLOWABLE EXCAVATION DEPTHS NOTED ABOVE WERE BASED ON STAGED CONSTRUCTION ANALYSIS.
SHALL BE 8 FEET TO ELEV. 582.00'.
3. THE MAXIMUM EXCAVATION DEPTH BELOW THE FINAL ROW (ROW 8) OF HORIZONTAL ROCK ANCHORS
OFFICER FOR APPROVAL.
EXCAVATIONS IN THE NORTH-SOUTH DIRECTION SHALL BE SUBMITTED TO THE CONTRACTING
PROPERTIES, AND ANCHOR SPACING WITH DEPTH, REQUESTS TO MAKE DIFFERENTIAL
DUE TO THE PROXIMITY OF THE NORTH AND SOUTH WALLS, VARIATION OF ROCKD.)
BEYOND THIS ZONE, EXCAVATION CAN CONTINUE AT A 1:1 SLOPE.
MAINTAINED FOR A DIMENSION OF 20’ HORIZONTALLY IN THE EAST AND WEST DIRECTION.
THE 2’ FOOT MAXIMUM BELOW UNFINISHED AND UNAPPROVED ANCHORS, MUST BEC.)
HORIZONTAL ROW OF ROCK ANCHORS IN THE EAST-WEST DIRECTION.
VARIABLE EXCAVATION DEPTH IS ONLY ACCEPTABLE BELOW A PARTIALLY COMPLETEDB.)
ANCHORS HAVE SET AT LEAST 24 HOURS.
BLASTING FOR EXCAVATION SHALL NOT OCCUR UNTIL GROUTED HOLES OF ROCKA.)
ROW OF ROCK ANCHORS. EXCAVATION DEPTH AND BLASTING SHALL CONFORM TO FOLLOWING REQUIREMENTS:
ROW OF ROCK ANCHORS NEED NOT BE COMPLETED PRIOR TO EXCAVATING DOWN TO THE NEXT HORIZONTAL
EXCAVATION DOWN TO THE NEXT HORIZONTAL ROCK ANCHOR ROW CAN CONTINUE. THE ENTIRE HORIZONTAL
BE 2 FEET. FOLLOWING COMPLETION OF ANCHOR INSTALLATION, STRESSING, GROUTING, AND APPROVAL,
2. THE MAXIMUM DEPTH OF EXCAVATION BELOW AN UNINSTALLED AND UNGROUTED ROCK ANCHOR SHALL
HAS BEEN CONSTRUCTED.
1. EXCAVATION WITHIN THE LAUNCH PIT SHALL NOT BEGIN UNTIL THE ENTIRE SLURRY WALL PERIMETER
EXCAVATION
SEE SPECIFICATIONS.
TAPERED PLATES, BEARING PLATES AND EMBEDDED PLATES IN THE SLAB SHALL BE PAINTED.
1. ALL EXPOSED CARBON STEEL ELEMENTS IN THE LAUNCH PIT, INCLUDING ROCK ANCHOR CAPS, PAINTING
P A
R T
M E
N T O
F T
H E N
A 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 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
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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
CHIEF ENG/ARCH
FIRE PROTECTION
P -4
U
N D
E R
W A
T E
R L
A U
N C
H T
E S
T F
A C
IL
A C
R A
N E
C R
A N
E
IN
D
IA
MORRISTOWN, NJ 07960
412 MT. KEMBLE AVENUE
JACOBS ENGINEERING GROUP INC.
R F P P
H A
S E S
U B
M
IS
S
IO
N /0
/2
RDS/PJB
EJA
C
IV
IL
S
IT
E
M
ID
L A
N T C I
C O
R E
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
V A
2/24/2020
NSWC CRANE VIA EMAIL
CTF TEST SYSTEM INTEGRATOR
APPROVED BY SHANE A. FRINK
NBJ
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
ELEV. 574.00'
EAST WALL
ELEV. 704.00'
ELEV. 679.00'
ELEV. 654.00'
ELEV. 634.00'
ELEV. 619.00'
ELEV. 607.00'
ELEV. 598.00'
ELEV. 590.00'
HORIZONTAL ROW (TYP.)
ROCK ANCHOR
INDICATES
3'-0"
157'-0"
8'-10 7/8 "
FOR NORTH WALL (TYP.)
ANCHOR NUMBER
INDICATES ROCK
8'-10 7/8 "
3'-0"
OF LAUNCH PIT SLURRY WALL
MEASURED AT INSIDE FACE
WEST WALL
ANCHOR (TYP.)
L ROCKC
S
L A
B
ELEV. 598.00'
OF SLURRY WALL
AT INSIDE FACE
TOP OF SLAB
17 SPA. AT 8'-2 1/4" = 139'-2 1/4 " (SEE NOTE 4)
SCALE: 3/32" = 1'-0"
OF ROCK ANCHOR)
(TYPICAL DESIGNATION
3-04-AM (OPTION 2)
3-04-B (OPTION 1)
FOOTING
PLATFORM
SHEAVE
272829303132333435363738394041424344
10"
" WALL, ELEV. 715.00'
TOP OF SLURRY
2'-3"
5'-6"3'-9" 4'-0"
NORTH WALL ELEVATION (SOUTH WALL SIMILAR)
NOTE: ELEVATION SHOWN LOOKING NORTH.
WALL (TYP.)
FOR SOUTH
ANCHOR NUMBER
INDICATES ROCK
TREATMENT, SEE NOTE 7
WALL ONLY FOR WATER
PIPE SLEEVE IN SOUTH
TREATMENT, SEE NOTE 7.
SOUTH WALLS FOR WATER
PIPE SLEEVE IN NORTH AND
LPS-S-102
BE SGK
0 8'4' 16'
3/32 " = 1'-0"
L A
U N
C H P
IT
N
O R
T H A
N D S
O U
T H W
A L L E
L E
V A
T
IO
N
GENERAL SHEET NOTES
WTB-D303, AND WTB-D306.
FOR WATER TREATMENT BUILDING, SEE SHEETS WTB-DP102,8.
ELEVATIONS.
FOR PIPE SLEEVES SIZES THRU WALLS, SEE SLURRY WALL PANEL7.
THRU LPS-S-136.
FOR ROCK ANCHOR VARIABLES TABLES, SEE SHEETS LPS-S-1296.
FOR ROCK ANCHOR DETAIL, SEE SHEET LPS-S-128.5.
AND OPTION 2 PANEL LAYOUTS.
ROCK ANCHOR SPACING SHOWN IS THE SAME FOR BOTH OPTION 14.
LPS-S-116.
FOR SLURRY WALL PANEL LAYOUTS, SEE SHEETS LPS-S-105 AND3.
SLURRY WALL PANEL JOINTS NOT SHOWN FOR CLARITY.2.
FOR LAUNCH PIT GENERAL NOTES, SEE SHEET LPS-S-101.1.
BE
12810707
P A
R T
M E
N T O
F T
H E N
A 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 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
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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
CHIEF ENG/ARCH
FIRE PROTECTION
P -4
U
N D
E R
W A
T E
R L
A U
N C
H T
E S
T F
A C
IL
A C
R A
N E
C R
A N
E
IN
D
IA
MORRISTOWN, NJ 07960
412 MT. KEMBLE AVENUE
JACOBS ENGINEERING GROUP INC.
R F P P
H A
S E S
U B
M
IS
S
IO
N /0
/2
RDS/PJB
EJA
C
IV
IL
S
IT
E
M
ID
L A
N T C I
C O
R E
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
V A
2/24/2020
NSWC CRANE VIA EMAIL
CTF TEST SYSTEM INTEGRATOR
APPROVED BY SHANE A. FRINK
NBJ
7'-4 1/8 " 7'-4 1/8 "
72'-0"
3'-0"3'-0"
ANCHOR NUMBER (TYP.)
INDICATES ROCK
S
L A
B
ELEV. 598.00'
TOP OF SLAB
NORTH WALL
SOUTH WALL
EAST WALL ELEVATION
19 20 21 22 23 24 25 26
OF LAUNCH PIT SLURRY WALL
MEASURED AT INSIDE FACE
ELEV. 704.00'
ELEV. 679.00'
ELEV. 654.00'
ELEV. 634.00'
ELEV. 619.00'
ELEV. 607.00'
ELEV. 598.00'
ELEV. 590.00'
ANCHOR (TYP.)
L ROCKC
ANCHOR NUMBER (TYP.)
INDICATES ROCK
OF LAUNCH PIT SLURRY WALL
MEASURED AT INSIDE FACE
ELEV. 598.00'
TOP OF SLAB
S
L A
B
SOUTH WALL
ANCHOR (TYP.)
L ROCKC
3'-0" 3'-0"
7'-4 1/8 "
72'-0"
7'-4 1/8 "
45 46 47 48 49 50 51 52
ELEV. 679.00'
NORTH WALL
ELEV. 654.00'
ELEV. 634.00'
ELEV. 619.00'
ELEV. 607.00'
ELEV. 598.00'
ELEV. 590.00'
WEST WALL ELEVATION
ELEV. 715.00'
SLURRY WALL
TOP OF
ELEV. 715.00'
SLURRY WALL
TOP OF
7 SPA. AT 8'-2 1/4" = 57'-3 3/4 " (SEE NOTE 5)7 SPA. AT 8'-2 1/4" = 57'-3 3/4 " (SEE NOTE 5)
SCALE: 3/32" = 1'-0"SCALE: 3/32" = 1'-0"
OF ROCK ANCHOR)
(TYPICAL DESIGNATION
5-51-E (OPTION 2)
5-51-A (OPTION 1)
OF ROCK ANCHOR)
(TYPICAL DESIGNATION
4-22-AM (OPTION 2)
4-22-B (OPTION 1)
REMOVAL, SEE NOTE 8
LIMITS OF CONCRETE
10'-3 3/8"
10'-11 1/4 "
2'-1 1/8" (OPTION 2)
2'-9" (OPTION 1)
ELEV. 699.50'
(OPTION 2)
(OPTION 1)
ROW (TYP.)
HORIZONTAL
ROCK ANCHOR
INDICATES
ELEV. 574.00'
SEE NOTE 9
FOOTING,
PLATFORM
SHEAVE
ELEV. 574.00'
ROW (TYP.)
HORIZONTAL
ROCK ANCHOR
INDICATES
59'-7 1/2" (OPTION 2)
58'-3 3/4 " (OPTION 1)
LPS-S-103
BE SGK
0 8'4' 16'
3/32 " = 1'-0"
L A
U N
C H P
IT
E
A S
T A
N D W
E S
T W
A L L E
L E
V A
T
IO
N
GENERAL SHEET NOTES
THE LAUNCH PIT BELOW ELEV. 699.00'.
STRENGTH (f'c) OF 3,000 PSI PRIOR TO EXCAVATION OF THE INSIDE OF
AND THE CONCRETE SHALL HAVE REACHED A MINIMUM COMPRESSIVE
THE SHEAVE PLATFORM FOOTING SHALL BE FULLY CONSTRUCTED9.
OF THE SHEAVE PLATFORM FOOTING.
LAUNCH PIT AND SURROUNDING AREAS REQUIRED FOR PLACEMENT
TO LIMITS SHOWN, SIMULTANEOUSLY WITH THE EXCAVATION OF THE
CONTRACTOR SHALL REMOVE THE AREA OF SLURRY WALL CONCRETE,8.
THRU LPS-S-136.
FOR ROCK ANCHOR VARIABLES TABLES, SEE SHEETS LPS-S-1297.
FOR ROCK ANCHOR DETAIL, SEE SHEET LPS-S-128.6.
AND OPTION 2 PANEL LAYOUTS.
ROCK ANCHOR SPACING SHOWN IS THE SAME FOR BOTH OPTION 15.
LPS-S-116.
FOR SLURRY WALL PANEL LAYOUTS, SEE SHEETS LPS-S-105 AND4.
SLURRY WALL PANEL JOINTS NOT SHOWN FOR CLARITY.3.
SLURRY WALLS.
ELEVATIONS SHOWN ARE LOOKING AT INSIDE FACE OF LAUNCH PIT2.
FOR LAUNCH PIT GENERAL NOTES, SEE SHEET LPS-S-101.1.
12810708
P A
R T
M E
N T O
F T
H E N
A 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 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
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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
CHIEF ENG/ARCH
FIRE PROTECTION
P -4
U
N D
E R
W A
T E
R L
A U
N C
H T
E S
T F
A C
IL
A C
R A
N E
C R
A N
E
IN
D
IA
MORRISTOWN, NJ 07960
412 MT. KEMBLE AVENUE
JACOBS ENGINEERING GROUP INC.
R F P P
H A
S E S
U B
M
IS
S
IO
N /0
/2
RDS/PJB
EJA
C
IV
IL
S
IT
E
M
ID
L A
N T C I
C O
R E
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
V A
2/24/2020
NSWC CRANE VIA EMAIL
CTF TEST SYSTEM INTEGRATOR
APPROVED BY SHANE A. FRINK
NBJ
72'-0"
3'-0"3'-0"
ELEV. 574.00'
HORIZONTAL ROW (TYP.)
ROCK ANCHOR
INDICATES 2
ELEV. 704.00'
ELEV. 679.00'
ELEV. 654.00'
ELEV. 634.00'
ELEV. 619.00'
ELEV. 607.00'
ELEV. 598.00'
ELEV. 590.00'
ELEV. 715.00'
SLURRY WALLS
TOP OF
TYPICAL SECTION THRU LAUNCH PIT
SCALE: 3/32" = 1'-0"
ELEV. 704.00'
ELEV. 679.00'
ELEV. 654.00'
ELEV. 634.00'
ELEV. 619.00'
ELEV. 607.00'
ELEV. 598.00'
ELEV. 590.00'
ELEV. 588.00'
BOTTOM OF SLAB
TRENCH
DRAINAGE
35'-0" 35'-0"
2'-0"
O F L
A U
N C
H P
IT
S
L U
R R
Y W
A L L
M E
A S
U R
E D A
T I
N S
ID
E F
A C
E
O F L
A U
N C
H P
IT
S
L U
R R
Y W
A L L
M E
A S
U R
E D A
T I
N S
ID
E F
A C
E
SLURRY WALL (TYP.)
OF LAUNCH PIT
INSIDE FACE
SLURRY WALL (TYP.)
OF LAUNCH PIT
OUTSIDE FACE
ELEV. 598.00'
OF WALL
AT INSIDE FACE
TOP OF SLAB
ELEV. 598.00'
OF WALL
AT INSIDE FACE
TOP OF SLAB
ELEV. 597.64'
SEE NOTE 3
ANCHOR (TYP.)
DRILLED-IN ROCK
SLOPE SLOPE
LPS-S-104
BE SGK
0 8'4' 16'
3/32 " = 1'-0"
T Y
P
IC
A L S
E C
T
IO
N T
H R
U L
A U
N C
H P
IT
GENERAL SHEET NOTES
SHEETS LPS-S-128 THRU LPS-S-136.
FOR ROCK ANCHOR DETAIL AND VARIABLES TABLES, SEE3.
OF SLURRY WALLS SEE SHEETS LPS-S-102 AND LPS-S-103.
FOR LOCATION OF ROCK ANCHORS ALONG THE INSIDE FACE2.
FOR LAUNCH PIT GENERAL NOTES, SEE SHEET LPS-S-101.1.
12810709
P A
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M E
N T O
F T
H E N
A 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 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
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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
CHIEF ENG/ARCH
FIRE PROTECTION
P -4
U
N D
E R
W A
T E
R L
A U
N C
H T
E S
T F
A C
IL
A C
R A
N E
C R
A N
E
IN
D
IA
MORRISTOWN, NJ 07960
412 MT. KEMBLE AVENUE
JACOBS ENGINEERING GROUP INC.
R F P P
H A
S E S
U B
M
IS
S
IO
N /0
/2
RDS/PJB
EJA
C
IV
IL
S
IT
E
M
ID
L A
N T C I
C O
R E
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
V A
2/24/2020
NSWC CRANE VIA EMAIL
CTF TEST SYSTEM INTEGRATOR
APPROVED BY SHANE A. FRINK
NBJ
SCALE: 1/8" = 1'-0"
/4
/4
10 1/2 "
10 1/2 "
/4
/4
163'-10 1/2 "
163'-10 1/2 "
ALL AROUND)
3'-0" (TYP.
PANEL 1C
15'-6"
PANEL 18B
9'-2 1/4 "
PANEL 17A
7'-2 1/4 "
PANEL 16B
9'-2 1/4 "
PANEL 15A
7'-2 1/4 "
PANEL 14B
9'-2 1/4 "
PANEL 13A
7'-2 1/4 "
PANEL 12B
9'-2 1/4 "
PANEL 11A
7'-2 1/4 "
PANEL 10B
9'-2 1/4 "
PANEL 9A
7'-2 1/4 "
PANEL 8B
9'-2 1/4 "
PANEL 7A
7'-2 1/4 "
PANEL 6B
9'-2 1/4 "
PANEL 5A
7'-2 1/4 "
PANEL 4B
9'-2 1/4 "
PANEL 3A
7'-2 1/4 "
PANEL 2B
9'-2 1/4 "
PANEL 19D
8'-2 1/4 "
P A
N E
L
D
/4
P A
N E
L
B
/4
P A
N E
L
A
/4
P A
N E
L
B
/4
P A
N E
L
A
/4
P A
N E
L
B
/4
P A
N E
L
A
/4
P A
N E
L
B
/4
P A
N E
L
C
/4
PANEL 27C
15'-6"
PANEL 28B
9'-2 1/4 "
PANEL 29A
7'-2 1/4 "
PANEL 30B
9'-2 1/4 "
PANEL 31A
7'-2 1/4 "
PANEL 32B
9'-2 1/4 "
PANEL 33A
7'-2 1/4 "
PANEL 34B
9'-2 1/4 "
PANEL 35A
7'-2 1/4 "
PANEL 36B
9'-2 1/4 "
PANEL 37A
7'-2 1/4 "
PANEL 38B
9'-2 1/4 "
PANEL 39A
7'-2 1/4 "
PANEL 40B
9'-2 1/4 "
PANEL 41A
7'-2 1/4 "
PANEL 42B
9'-2 1/4 "
PANEL 43A
7'-2 1/4 "
PANEL 44B
9'-2 1/4 "
PANEL 45D
8'-2 1/4 "
P A
N E
L
D
/4
P A
N E
L
B
/4
P A
N E
L
A
/4
P A
N E
L
B
/4
P A
N E
L
A
/4
P A
N E
L
B
/4
P A
N E
L
A
/4
P A
N E
L
B
/4
P A
N E
L
C
/4
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
272829303132333435363738394041424344
ANCHOR NUMBER (TYP.)
INDICATES ROCK
OPTION 1 - PANEL LAYOUT
SLURRY WALL (TYP.)
OF LAUNCH PIT
INSIDE FACE
SLURRY WALL (TYP.)
OF LAUNCH PIT
OUTSIDE FACE
157'-0"
L ROCK ANCHOR (TYP.)C
SEE NOTE 5
1'-0" OVERBITE (TYP.)
8'-2 1/4 "4'-3 3/4 "
/4
8'-2 1/4 "
4'-3 3/4 "
/4
SEE NOTES
8'-2 1/4 " (TYP.)
COORDINATE NO. 6
HORIZONTAL CONTROL
3 AND 4
PRIMARY PANEL (TYP.)
EXCAVATION LIMIT OF
COORDINATE NO. 5
HORIZONTAL CONTROL
CL LAUNCH PIT
10"
10" 4'-0"5'-6"3'-9"2'-3"
C C
C
F
IN
IS
H E
D P
A N
E L S
FINISHED PANELS
SEE NOTE 7
L PIPE SLEEVE,
SEE NOTE 7
L PIPE SLEEVE,
SEE NOTE 7
L PIPE SLEEVE,
LPS-S-105
BE SGK
0 8' 16'4'
1/8 " = 1'-0"
N
L A
U N
C H P
IT
O
P T
IO
N P
A N
E L L
A Y
O U
T
GENERAL SHEET NOTES
SHEETS.
FOR VERTICAL LOCATION OF PIPE SLEEVES, SEE PANEL ELEVATION7.
FOR CONTROL COORDINATES, SEE SHEET UTF-C-102.6.
OVERBITE INDICATES THE CONSTRUCTION OVERLAP BETWEEN PANELS.5.
AND OPTION 2.
ROCK ANCHOR LOCATIONS ARE THE SAME FOR BOTH OPTION 14.
SHEETS LPS-S-102 AND LPS-S-103.
FOR HORIZONTAL AND VERTICAL SPACING OF ROCK ANCHORS, SEE3.
APPROVAL BY THE CONTRACTING OFFICER.
CONTRACTOR SHALL SUBMIT A PANEL SEQUENCE PLAN FOR
2.8 METERS. PRIOR TO BEGINNING CONSTRUCTION, THE
PANEL LAYOUT IS BASED ON A HYDROMILL WITH A BITE WIDTH OF2.
FOR LAUNCH PIT GENERAL NOTES, SEE SHEET LPS-S-101.1.
12810710
P A
R T
M E
N T O
F T
H E N
A 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 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
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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
CHIEF ENG/ARCH
FIRE PROTECTION
P -4
U
N D
E R
W A
T E
R L
A U
N C
H T
E S
T F
A C
IL
A C
R A
N E
C R
A N
E
IN
D
IA
MORRISTOWN, NJ 07960
412 MT. KEMBLE AVENUE
JACOBS ENGINEERING GROUP INC.
R F P P
H A
S E S
U B
M
IS
S
IO
N /0
/2
RDS/PJB
EJA
C
IV
IL
S
IT
E
M
ID
L A
N T C I
C O
R E
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
V A
2/24/2020
NSWC CRANE VIA EMAIL
CTF TEST SYSTEM INTEGRATOR
APPROVED BY SHANE A. FRINK
NBJ
9'-2 1/4 "
4'-7 1/8 " 4'-7 1/8 "
1'-10 1/8 "1'-10 1/8 "
C
C
ANCHOR (TYP.)
FOR ROCK
12" DIA. PIPE
T Y
P
M
IN
L
A P
S E
E N
O T
E
MATCH LINE ELEV. 665.00'
MATCH LINE ELEV. 665.00'
MATCH LINE ELEV. 613.00'
9'-2 1/4 "
4'-7 1/8 " 4'-7 1/8 "
M
IN
L
A P
T Y
P
S E
E N
O T
E
ANCHOR (TYP.)
FOR ROCK
12" DIA. PIPE
MATCH LINE ELEV. 613.00'
4'-7 1/8 "
9'-2 1/4 "
4'-7 1/8 "
E A
C H F
A C
E
E A
C H F
A C
E
E A
C H F
A C
E
1-#8 EACH FACE
ANCHOR (TYP.)
FOR ROCK
12" DIA. PIPE
SCALE: 1/4" = 1'-0"
1'-0" 1'-0" 1'-0" 1'-0"
1'-0" 1'-0"
6 REQ'D PER PANEL
DOWEL (TYP.)
DRILLED IN #7
E A
C H F
A C
E
E A
C H F
A C
E
E A
C H F
A C
E
E A
C H F
A C
E
E A
C H F
A C
E
OPTION 1 - PANEL A ELEVATION
A A
CC
N
N
P
P
R
R
S
S
T
T
U
U
V
V
S-111S-111
S-111 S-111
S-114
S-114
S-114
S-114
S-114
S-114
S-114 S-114
S-114
S-114
S-114
S-114S-114
S-114
S
P A
A T
E A
C H F
A
E A
C H F
A C
E
S
P A
A T
E A
C H F
A C
E
S
P A
A T
E A
C H F
A C
E
S
P A
A T
E A
C H F
A C
E
S
P A
A T
E A
C H F
A C
E
S
P A
A T
E A
C H F
A C
E
S
P A
A T
E A
C H F
A C
E
S
P A
A T
E A
C H F
A C
E
S
P A
A T
(SEE NOTE 4)
PANEL, ELEV. 715.00'
PIT SLURRY WALL
TOP OF LAUNCH
PANEL, ELEV. 574.00'
PIT SLURRY WALL
BOTTOM OF LAUNCH
ANCHORS
L TYPE A ROCK
L PANEL AND
ANCHORS
L TYPE A ROCK
L PANEL AND
C
C
ANCHORS
L TYPE A ROCK
L PANEL AND
C
C
ROW (TYP.)
ANCHOR HORIZONTAL
INDICATES ROCK
E A
C H F
A C
E
S
P A
A T
"3
M
IN
L
A P
(T Y
P
M
IN
L
A P
S
E T S O
F
T
IE
S S
P A
A T
S
E T S O
F
T
IE
S S
P A
A T
NEAR FACE
8-#10
FAR FACE
8-#8
NEAR FACE
8-#10
FAR FACE
8-#8
NEAR FACE
8-#11
8-#10 FAR FACE
T S O
F
T
IE
S S
P A
A T
TYPE B PANELS
FOR ADJACENT
WITH OVERBITE
AREA REMOVED
TYPE B PANELS
FOR ADJACENT
WITH OVERBITE
AREA REMOVED
TYPE B PANELS
FOR ADJACENT
WITH OVERBITE
AREA REMOVED
S
E T S O
F
T
IE
S S
P A
A T
S
E T S O
F
T
IE
S S
P A
A T
S
E T S O
F
T
IE
S S
P A
A T
(T Y
P
B
S-111
B
S-111
SEE NOTE 6
PIPE IN PANEL 43A,
6" DIA. SCH. 40 PVC
1'-7 1/8 "
SEE NOTE 7
1-#10 EACH FACE,
SEE NOTE 7
1-#8 FAR FACE,
FACE AND
1-#10 NEAR
SEE NOTE 7
1-#8 FAR FACE,
FACE AND
1-#11 NEAR
SEE NOTE 7
1-#8 FAR FACE,
FACE AND
1-#11 NEAR
SEE NOTE 7
AND 1-#8 FAR FACE,
1-#11 NEAR FACE
SEE NOTE 7
1-#8 FAR FACE,
FACE AND
1-#11 NEAR
T
O
T
O
FACE, SEE NOTE 7
AND 1-#8 FAR
1-#10 NEAR FACE
LPS-S-106
BE SGK
0 4'2' 8' 1/4 " = 1'-0"
L A
U N
C H P
IT
O
P T
IO
N P
A N
E L A E
L E
V A
T
IO
N
GENERAL SHEET NOTES
CUT OR FABRICATE BAR TO CLEAR 12" DIA. PIPE BY 3".7.
PIPE SLEEVE.
HORIZONTAL REINFORCING MAY BE SHIFTED SLIGHTLY TO CLEAR
VERTICAL REINFORCING BAR, IN EACH FACE, TO CLEAR PIPE SLEEVE.
CONTRACTOR IS ALLOWED TO CUT OR FABRICATE, AS REQUIRED, ONE6.
LPS-S-128 THRU LPS-S-132.
FOR ROCK ANCHOR DETAILS AND VARIABLES, SEE SHEETS5.
SHEET LPS-S-108.
FOR TOP OF WEST WALL TYPE A PANELS 47A, 49A, AND 51A, SEE4.
FACE OF THE LAUNCH PIT SLURRY WALL.
ALONG THE INSIDE FACE (NEAR FACE). FAR FACE IS THE OUTSIDE
SLURRY WALL PANEL. SPACING OF ROCK ANCHORS IS MEASURED
ELEVATION SHOWN IS AT INSIDE FACE (NEAR FACE) OF LAUNCH PIT3.
STAGGER SPLICES FOR VERTICAL REINFORCING.2.
FOR LAUNCH PIT GENERAL NOTES, SEE SHEET LPS-S-101.1.
12810711
P A
R T
M E
N T O
F T
H E N
A 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 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
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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
CHIEF ENG/ARCH
FIRE PROTECTION
P -4
U
N D
E R
W A
T E
R L
A U
N C
H T
E S
T F
A C
IL
A C
R A
N E
C R
A N
E
IN
D
IA
MORRISTOWN, NJ 07960
412 MT. KEMBLE AVENUE
JACOBS ENGINEERING GROUP INC.
R F P P
H A
S E S
U B
M
IS
S
IO
N /0
/2
RDS/PJB
EJA
C
IV
IL
S
IT
E
M
ID
L A
N T C I
C O
R E
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
V A
2/24/2020
NSWC CRANE VIA EMAIL
CTF TEST SYSTEM INTEGRATOR
APPROVED BY SHANE A. FRINK
NBJ
9'-2 1/4 "
4'-7 1/8 " 4'-7 1/8 "
10-#10 FAR FACE 10 1/8 "10 1/8 "
ANCHOR (TYP.)
FOR ROCK
12" DIA. PIPE
T Y
P
M
IN
L
A P
S E
E N
O T
E
MATCH LINE ELEV. 665.00'
MATCH LINE ELEV. 665.00'
MATCH LINE ELEV. 613.00'
9'-2 1/4 "
4'-7 1/8 " 4'-7 1/8 "
MATCH LINE ELEV. 613.00'
4'-7 1/8 "
9'-2 1/4 "
4'-7 1/8 "
1-#8 EACH FACE
10-#8 FAR FACE
10-#11 NEAR FACE
ANCHOR (TYP.)
FOR ROCK
12" DIA. PIPE
SCALE: 1/4" = 1'-0"
6 REQ'D PER PANEL
DOWEL (TYP.)
DRILLED IN #7
OPTION 1 - PANEL B ELEVATION
F
A R F
A C
E
N
E A
R F
A
F
A R F
A C
E
N
E A
R F
A
F
A R F
A C
E
N
E A
R F
A
F
A R F
A C
E
N
E A
R F
A
F
A R F
A C
E
N
E A
R F
A
F
A R F
A C
E
N
E A
R F
A
F
A R F
A C
E
N
E A
R F
A
F
A R F
A C
E
N
E A
R F
A
D D
EE
FF
AC
AC
AB
AB
W
W
X
X
Y
Y
Z
Z
AA
AA
S-111 S-111
S-111 S-111
S-111 S-111
S-115
S-115
S-115
S-115
S-115
S-115
S-115
S-115
S-115
S-115
S-115
S-115
S-115
S-115
(SEE NOTE 4)
PANEL, ELEV. 715.00'
PIT SLURRY WALL
TOP OF LAUNCH
ANCHORS
L TYPE B ROCK
L PANEL AND
C
C
ANCHORS
L TYPE B ROCK
L PANEL AND
C
C
ANCHORS
L TYPE B ROCK
L PANEL AND
C
C
ROW (TYP.)
ANCHOR HORIZONTAL
INDICATES ROCK
PANEL, ELEV. 574.00'
PIT SLURRY WALL
BOTTOM OF LAUNCH
E A
C H F
A C
E
S
P A
A T
E A
C H F
A C
E
S
P A
A T
E A
C H F
A C
E
S
P A
A T
E A
C H F
A C
E
S
P A
A T
E A
C H F
A C
E
S
P A
A T
E A
C H F
A C
E
S
P A
A T
E A
C H F
A C
E
S
P A
A T
E A
C H F
A C
E
S
P A
A T
E A
C H F
A C
E
S
P A
A T
E A
C H F
A C
E
S
P A
A T
10-#10 NEAR FACE
M
IN
L
A P
M
IN
L
A P
T Y
P
(T Y
P
M
IN
L
A P
S E
E N
O T
E
ANCHOR (TYP.)
FOR ROCK
12" DIA. PIPE
S
E T S O
F
T
IE
S S
P A
A T
S
E T S O
F
T
IE
S S
P A
A T
10-#8 FAR FACE
10-#10 NEAR FACE
S
E T S O
F
T
IE
S S
P A
A T
S
E T S O
F
T
IE
S S
P A
A T
(T Y
S
E T S O
F
T
IE
S S
P A
A T
SEE NOTE 6
PIPE IN PANEL 44B,
12" DIA. SCH. 40 PVC
2'-10 7/8 "2'-7 1/8 "
SEE NOTE 6
PIPE IN PANEL 44B,
6" DIA. SCH. 40 PVC
SEE NOTE 7
EACH FACE,
1-#10
FACE, SEE NOTE 7
AND 1-#8 FAR
1-#10 NEAR FACE
SEE NOTE 7
1-#8 FAR FACE,
FACE AND
1-#11 NEAR
SEE NOTE 7
AND 1-#8 FAR FACE,
1-#11 NEAR FACE
SEE NOTE 7
AND 1-#8 FAR FACE,
1-#11 NEAR FACE
SEE NOTE 7
AND 1-#8 FAR FACE,
1-#11 NEAR FACE
T
O
T
O
SEE NOTE 7
1-#8 FAR FACE,
FACE AND
1-#10 NEAR
T S O
F
T
IE
S S
P A
A T
LPS-S-107
BE SGK
0 4'2' 8' 1/4 " = 1'-0"
L A
U N
C H P
IT
O
P T
IO
N P
A N
E L B E
L E
V A
T
IO
N
GENERAL SHEET NOTES
CUT OR FABRICATE BAR TO CLEAR 12" DIA. PIPE BY 3". 7.
PIPE SLEEVE.
HORIZONTAL REINFORCING MAY BE SHIFTED SLIGHTLY TO CLEAR
VERTICAL REINFORCING BAR, IN EACH FACE, TO CLEAR PIPE SLEEVE.
CONTRACTOR IS ALLOWED TO CUT OR FABRICATE, AS REQUIRED, ONE6.
LPS-S-128 THRU LPS-S-132.
FOR ROCK ANCHOR DETAILS AND VARIABLES, SEE SHEETS5.
SHEET LPS-S-108.
FOR TOP OF WEST WALL TYPE B PANELS 46B, 48B, 50B, AND 52B, SEE4.
FACE OF THE LAUNCH PIT SLURRY WALL.
ALONG THE INSIDE FACE (NEAR FACE). FAR FACE IS THE OUTSIDE
SLURRY WALL PANEL. SPACING OF ROCK ANCHORS IS MEASURED
ELEVATION SHOWN IS AT INSIDE FACE (NEAR FACE) OF LAUNCH PIT3.
STAGGER SPLICES FOR VERTICAL REINFORCING.2.
FOR LAUNCH PIT GENERAL NOTES, SEE SHEET LPS-S-101.1.
12810712
P A
R T
M E
N T O
F T
H E N
A 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 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
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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
CHIEF ENG/ARCH
FIRE PROTECTION
P -4
U
N D
E R
W A
T E
R L
A U
N C
H T
E S
T F
A C
IL
A C
R A
N E
C R
A N
E
IN
D
IA
MORRISTOWN, NJ 07960
412 MT. KEMBLE AVENUE
JACOBS ENGINEERING GROUP INC.
R F P P
H A
S E S
U B
M
IS
S
IO
N /0
/2
RDS/PJB
EJA
C
IV
IL
S
IT
E
M
ID
L A
N T C I
C O
R E
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
V A
2/24/2020
NSWC CRANE VIA EMAIL
CTF TEST SYSTEM INTEGRATOR
APPROVED BY SHANE A. FRINK
NBJ
9'-2 1/4 "
1'-10 1/8 "
NEAR FACE
8-#10
1'-0" 1'-0"
A A
R E
IN
F O
R C
E M
E N
T S
E E
F O
R A
D D
IT
IO
N A
L
9'-2 1/4 "
10 1/8 "10 1/8 "
D D
SCALE: 1/4" = 1'-0"
PANELS 47A, 49A AND 51A
ELEVATION AT TOP OF
10-#10 FAR FACE
SCALE: 1/4" = 1'-0"
PANELS 46B, 48B, 50B AND 52B
ELEVATION AT TOP OF
N O
T E
N O
T E
S-111 S-111 S-111 S-111
PANEL, ELEV. 715.00'
PIT SLURRY WALL
TOP OF LAUNCH
PANEL, ELEV. 715.00'
PIT SLURRY WALL
TOP OF LAUNCH
1'-10 1/8 "
7'-2 1/4 "
S H
E E
T L
P S -S -1
PANELS)
FINISHED
(TOP OF
ELEV. 699.50'
PANELS)
FINISHED
(TOP OF
ELEV. 699.50'
NEAR FACE
10-#10
S P
A
A T
S
E T S O
F
T
IE
S
S E
E S
H E
E T L
P S -S -1
F O
R A
D D
IT
IO
N A
L T
IE
R
E
IN
F O
R C
E M
E N
T
S E
E S
H E
E T L
P S -S -1
F O
R A
D D
IT
IO
N A
L T
IE
R
E
IN
F O
R C
E M
E N
T
8-#10 FAR FACE
FOOTING
PLATFORM
SHEAVE
TYPE B PANELS
FOR ADJACENT
WITH OVERBITE
AREA REMOVED
(S
E E N
O T
E
S
P A
A T
E
A C
H F
A C
E
(S
E E N
O T
E
FOOTING
PLATFORM
SHEAVE
S
E T S O
F
T
IE
S
S
P A
A T
E
A C
H F
A C
E
S P
A
A T
R E
IN
F O
R C
E M
E N
T S
E E
F O
R A
D D
IT
IO
N A
L
S H
E E
T L
P S -S -1
SEE NOTE 5
1-#10 EACH FACE,
HORIZONTAL ROW
ROCK ANCHOR
INDICATES
SEE NOTE 5
1-#10 EACH FACE,
HORIZONTAL ROW
ROCK ANCHOR
INDICATES
LPS-S-108
BE SGK
0 4'2' 8' 1/4 " = 1'-0"
L A
U N
C H P
IT
O
P T
IO
N W
E S
T W
A L L P
A N
E L E
L E
V A
T
IO
N S
GENERAL SHEET NOTES
CUT OR FABRICATE BAR TO CLEAR 12" DIA. PIPE BY 3".5.
UPPER CONCRETE PORTION OF THE WEST WALL TO ELEV. 699.50'.
SHEAVE PLATFORM FOOTING, THE CONTRACTOR SHALL REMOVE THE
NOT PART OF THE FINAL STRUCTURE. PRIOR TO CONSTRUCTION OF THE
LAUNCH PIT SLURRY WALL PANELS, AS SHOWN, ABOVE ELEV. 699.50' ARE4.
SEE SPECIFICATIONS.
DURING CONSTRUCTION OF THE SLURRY WALL PANEL.
REINFORCING SHALL BE PROTECTED WITH A DE-BONDING MATERIAL3.
PIT SLURRY WALL.
SLURRY WALL PANEL. FAR FACE IS THE OUTSIDE FACE OF THE LAUNCH
ELEVATIONS SHOWN ARE AT INSIDE FACE (NEAR FACE) OF LAUNCH PIT2.
FOR LAUNCH PIT GENERAL NOTES, SEE SHEET LPS-S-101.1.
12810713
P A
R T
M E
N T O
F T
H E N
A 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 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
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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
CHIEF ENG/ARCH
FIRE PROTECTION
P -4
U
N D
E R
W A
T E
R L
A U
N C
H T
E S
T F
A C
IL
A C
R A
N E
C R
A N
E
IN
D
IA
MORRISTOWN, NJ 07960
412 MT. KEMBLE AVENUE
JACOBS ENGINEERING GROUP INC.
R F P P
H A
S E S
U B
M
IS
S
IO
N /0
/2
RDS/PJB
EJA
C
IV
IL
S
IT
E
M
ID
L A
N T C I
C O
R E
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
V A
2/24/2020
NSWC CRANE VIA EMAIL
CTF TEST SYSTEM INTEGRATOR
APPROVED BY SHANE A. FRINK
NBJ
4'-7 1/8 "
1'-10 1/8 "
ANCHOR (TYP.)
FOR ROCK
12" DIA. PIPE
MATCH LINE ELEV. 665.00'
1'-0" 1'-0"
8'-10 7/8 "
3-#10 NEAR FACE
23-#10 FAR FACE
E T S O
F
E T S O
F
INSIDE BEND LINE
MATCH LINE ELEV. 665.00'
MATCH LINE ELEV. 613.00'
8'-10 7/8 " 4'-7 1/8 "
E T S O
F
E T S O
F
E T S O
F
SCALE: 1/4" = 1'-0"
1'-0" 1'-0"
INSIDE BEND LINE
3-#10 NEAR FACE
15-#10 NEAR FACE
23-#8 FAR FACE
ANCHOR (TYP.)
FOR ROCK
12" DIA. PIPE
MATCH LINE ELEV. 613.00'
4'-7 1/8 "8'-10 7/8 "
1'-0" 1'-0"
OF 4-#8
1 SET
23-#8 FAR FACE
3-#11 NEAR FACE
15-#11 NEAR FACE
ANCHOR (TYP.)
FOR ROCK
12" DIA. PIPE
INSIDE BEND LINE
E T S O
F
E T S O
F
E T S O
F
G G
H H
J J
N
N
P
P
S
S
T
T V
V
U
U
R
R
S-112 S-112
S-112 S-112
S-112S-112
S-114
S-114
S-114
S-114
S-114
S-114
S-114 S-114
S-114
S-114
S-114 S-114
S-114
S-114
S P
A
A T
S
E T S O
F
ANCHORS
L TYPE C ROCKC
ANCHORS
L TYPE C ROCKC
ANCHORS
L TYPE C ROCKC
S
E T S O
F
S
P A
A T
A T
S
E T S O
F
S
P A
A T
S
E T S O
F
S
P
S
E T S O
F
S
P A
A T
S P
A
A T
S E
T S O
F
S P
A
A T
S
E T S O
F
ROW (TYP.)
ANCHOR HORIZONTAL
INDICATES ROCK
PANEL, ELEV. 574.00'
PIT SLURRY WALL
BOTTOM OF LAUNCH
PANEL, ELEV. 715.00'
PIT SLURRY WALL
TOP OF LAUNCH
13'-6"3'-9"
OPTION 1 - PANEL C DEVELOPED ELEVATION
13'-6"3'-9"
13'-6"3'-9"
E T S O
F
S
P A
A T
S
E T S O
F
S
P A
A T
A T
S E
T S O
F
S
P A
S E
E N
O T
E
M
IN
L
A P
T Y
P
(T Y
P
M
IN
L
A P
15-#10 NEAR FACE
T Y
P
M
IN
L
A P
M
IN
L
A P
S E
E N
O T
E
S
E T S O
F
T
IE
S S
P A
A T
S
E T S O
F
T
IE
S S
P A
A T
TYPE B PANELS
FOR ADJACENT
WITH OVERBITE
AREA REMOVED
TYPE B PANELS
FOR ADJACENT
WITH OVERBITE
AREA REMOVED TYPE B PANELS
FOR ADJACENT
WITH OVERBITE
AREA REMOVED
TYPE B PANELS
FOR ADJACENT
WITH OVERBITE
AREA REMOVED
TYPE B PANELS
FOR ADJACENT
T S O
F
T
IE
S S
P A
A T
S
E T S O
F
T
IE
S S
P A
A T
S
E T S O
F
T
IE
S S
P A
A T
S
E T S O
F
T
IE
S S
P A
A T
(T Y
P
10"
SEE NOTE 6
1-#10 EACH FACE,
T
O
FACE, SEE NOTE 6
AND 1-#8 FAR
1-#10 NEAR FACE
SEE NOTE 6
AND 1-#8 FAR FACE,
1-#11 NEAR FACE
T
O
12 PER PANEL)
DOWEL (TYP.,
DRILLED IN #7
SEE NOTE 6
AND 1-#8 FAR FACE,
1-#11 NEAR FACE
SEE NOTE 6
AND 1-#8 FAR FACE,
1-#11 NEAR FACE
SEE NOTE 6
AND 1-#8 FAR FACE,
1-#11 NEAR FACE
SEE NOTE 6
1-#10 EACH FACE,
SEE NOTE 5
IN PANEL 27C,
PVC PIPE SLEEVE
10" DIA. SCH. 40
LPS-S-109
BE SGK
1/4 " = 1'-0"
0 4'2' 8'
L A
U N
C H P
IT
O
P T
IO
N P
A N
E L C E
L E
V A
T
IO
N
GENERAL SHEET NOTES
CUT OR FABRICATE BAR TO CLEAR 12" DIA. PIPE BY 3".6.
PIPE SLEEVE.
HORIZONTAL REINFORCING MAY BE SHIFTED SLIGHTLY TO CLEAR
VERTICAL REINFORCING BAR, IN EACH FACE, TO CLEAR PIPE SLEEVE.
CONTRACTOR IS ALLOWED TO CUT OR FABRICATE, AS REQUIRED, ONE5.
LPS-S-128 THRU LPS-S-132.
FOR ROCK ANCHOR DETAILS AND VARIABLES, SEE SHEETS4.
OUTSIDE FACE OF THE LAUNCH PIT SLURRY WALL.
MEASURED ALONG THE INSIDE FACE (NEAR FACE). FAR FACE IS THE
LAUNCH PIT SLURRY WALL PANEL. SPACING OF ROCK ANCHORS IS
DEVELOPED ELEVATION SHOWN IS AT INSIDE FACE (NEAR FACE) OF3.
STAGGER SPLICES FOR VERTICAL REINFORCING.2.
FOR LAUNCH PIT GENERAL NOTES, SEE SHEET LPS-S-101.1.
12810714
P A
R T
M E
N T O
F T
H E N
A 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 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
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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
CHIEF ENG/ARCH
FIRE PROTECTION
P -4
U
N D
E R
W A
T E
R L
A U
N C
H T
E S
T F
A C
IL
A C
R A
N E
C R
A N
E
IN
D
IA
MORRISTOWN, NJ 07960
412 MT. KEMBLE AVENUE
JACOBS ENGINEERING GROUP INC.
R F P P
H A
S E S
U B
M
IS
S
IO
N /0
/2
RDS/PJB
EJA
C
IV
IL
S
IT
E
M
ID
L A
N T C I
C O
R E
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
V A
2/24/2020
NSWC CRANE VIA EMAIL
CTF TEST SYSTEM INTEGRATOR
APPROVED BY SHANE A. FRINK
NBJ
4'-7 1/8 "
1'-10 1/8 "
T Y
P
M
IN
L
A P
S E
E N
O T
E
MATCH LINE ELEV. 665.00'
1'-0" 1'-0"
23-#10 FAR FACE
MATCH LINE ELEV. 665.00'
MATCH LINE ELEV. 613.00'
7'-4 1/8 " 4'-7 1/8 "
SCALE: 1/4" = 1'-0"
1'-0" 1'-0"
23-#8 FAR FACE
ANCHOR (TYP.)
FOR ROCK
12" DIA. PIPE
MATCH LINE ELEV. 613.00'
4'-7 1/8 "7'-4 1/8 "
1'-0" 1'-0"
OF 4-#8
1 SET
ANCHOR (TYP.)
FOR ROCK
12" DIA. PIPE
M
IN
L
A P
7'-4 1/8 "
N E
A R F
A C
E
S
E T S O
F
F A
R F
A C
E
S
E T S O
F
F A
R F
A C
E
S
E T S O
F
N E
A R F
A C
E
S
E T S O
F
N E
A R F
A…
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