N4008519R9186_B_2019-04-24_CTF_Drawing_Set_OTS_Review.pdf
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- Solicitation number
- N4008519R9186
About this file
This special notice announces an industry day for a proposed military construction project located at Naval Support Activity Crane in Crane, Indiana. The project involves construction of an Underwater Launch Test Facility including a 130-foot deep pool, operational support building, warehouse building, water treatment facility, and mechanical and electrical building. Supporting facilities include site work, utilities, and environmental mitigation. The magnitude of construction is estimated between $25 million and $100 million. Firms interested in participating in the industry day on June 19-20, 2019 are requested to respond by June 12 with names and contact information. The event will include a project description and presentation at the Indianapolis airport hotel followed by an optional site visit. Preliminary design documents will be posted to NECO by June 5 for review. This announcement provides information but does not constitute a solicitation or commitment on the part of the government.
N4008519R9186_B_2019-04-24_CTF_Drawing_Set_OTS_Review.pdf
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F I L E
N
A M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
C d w g
Y O
U T
M
E
C
T F
C
P
O
T T
E D
T u e s d a y
A p r i l p m
S E
R p a t e l d
L T
F
S
A N
I T
A R
Y
S
E W
R
D
T
A I L
S
CTF-C-501
AS NOTED
KM MD KM
M I N
30"
NOTES:
1. RUNGS SHALL BE STEEL REINFORCED POLYPROPYLENE.
2. MANHOLE RUNGS TO BE INSTALLED FACING TRAFFIC WHEN STRUCTURE IS IN A TRAVEL LANE, AND
PERPENDICULAR TO TRAFFIC FLOW WHEN STRUCTURE IS INSTALLED ON ROADWAY CENTERLINE.
3. REFER TO GRADING/UTILITY PLAN FOR PIPE LOCATION.
FINAL GRADE
PRE-CAST GRADE RINGS (2 MAX.)
PRE-CAST ECCENTRIC CONE SECTION
TWO SEPARATE COATS OF APPROVED BITUMASTIC
WATERPROOFING COMPOUND SHALL BE APPLIED PER
MANUFACTURER'S INSTRUCTIONS, TO ENTIRE
STRUCTURE
PRE-CAST RISER SECTIONS
(AS REQUIRED)
PRE-CAST MANHOLE SECTIONS TO BE CONSTRUCTED &
REINFORCED IN ACCORDANCE W/ ASTM SPECIFICATION
C-478-90b.
RUBBER GASKET & CEMENT GROUT AT EACH JOINT IN
CONFORMANCE WITH ASTM C-443.
PRE-CAST BASE SECTION
COMPACTED AGGREGATE,
NO. 53, BASE
UNDISTURBED SOIL/COMPACTED
FILL PER PROJECT SPECIFICATIONS
MANHOLE RUNGS @ 12" O.C.
48" MIN.
5" (MIN.)
T
O
V A
R I E
S
12" MIN.
6"
CLASS "C" CONCRETE
FILL
2" MIN.
SMOOTH CONCRETE CHANNEL - DEPTH EQUAL TO 0.80
TIMES DIA. OF MAIN SEWER FOR SIZES LESS THAN 16"
AND 0.50 TIMES DIA. OF MAIN SEWER FOR SIZES 16" AND
LARGER.
PLAN
3000 PSI CONCRETE
4"
4"
4" 4"
10' MIN. 10' MIN.
NEW SANITARY SEWER
MAIN
WATER MAIN
A
CTF-C-501CTF-C-501
ENCASEMENT - SECTION A-A
SCALE: N/A
CAST IRON MANHOLE COVER
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
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M E
O
T
H
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
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F
A C
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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
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
COMPACTED AGGREGATE,
NO. 53, BASE
UNDISTURBED SOIL/COMPACTED
FILL PER PROJECT SPECIFICATIONS
6"
B3
PRE-CAST MANHOLE DETAIL
NOT TO SCALE
B4
SANITARY SEWER ENCASEMENT
NOT TO SCALE
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SYM
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DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy stmurphy Typewritten Text
CONCEPT DEVELOPMENT
℄ GUY ANCHOR
RADIUS (SEE CIVIL FOR
LOC.)
℄ GUY ANCHOR
RADIUS (SEE CIVIL FOR
LOC.)
℄ G U
Y
A
N C
H O
R
R A
D I U
S
S
C
V
R
L O
C
℄ 60M TOWER FDN.
(SEE CIVIL FOR LOC.)
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 C
T F
C d
Y O
M
E
C
T F
C
O
T T
E D
T u e s d a y
A p r i l
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
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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
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
C T
F
C
O N
S T
R U
C T
I O
N
D
E T
A I L
S
CTF-C-502
AS NOTED
KM MD KM
1. SEE DWG CTF-S-XX THRU CTF-S-XX FOR NOTES & DESIGN CRITERIA.
NOTE:
2"
2"
TENSION BAR
TENSION BAND
TERMINAL POST CAP
BRACE BAND
LINE POST TOP
D
I A
G
O
N
B
A
Ø
TOP RAIL
END CAP
FABRIC CONTINUED
OVER TOP OF
UPPER RAIL
1 5/8" DIA.
SCHEDULE 40
ZINC-COATED TOP
AND BRACE RAIL
2", 9 GAUGE
ZINC-COATED
STEEL WIRE MESH
3 1/2" DIA.
SCHEDULE 40
ZINC-COATED
TERMINAL POST
BRACE BAND FOR
TENSION WIRE
12"
10'-0" MAXIMUM POST SPACING
PLUG END
OF POST
TENSION WIRE
CLIPS
BOTTOM TENSION
WIRE
FENCE TIES
(TYP.)
2 7/8" DIA.
SCHEDULE 40
ZINC-COATED
LINE POSTS
2"
CONCRETE FOUNDATION, 4,000 PSI (TYP.)
NOTES:
1. ZINC COAT ALL MATERIALS.
2. CONFORM TO THE REQUIREMENTS OF A.S.T.M. M181-60.
12"
WELDED GATE
FABRIC TIE
SWING GATE
10'-0"
POST CAP (TYP.)
BRACE BAND (TYP.)
GATE LATCH (TYP.)
4" DIA. SCHEDULE 40 ZINC-COATED
END POST (TYP.)
CONCRETE FOUNDATION
4,000 PSI (TYP.)
NOTES:
1. ZINC COAT ALL MATERIAL.
2. CONFORM TO ASTM M181-60 REQUIREMENTS.
3. FINAL DESIGN PER FENCE MANUFACTURER.
2" 9 GAUGE ZINC-COATED
STEEL WIRE MESH (TYP.)
16"
2" TUBE, GALVANIZED
SCHEDULE 40 (TYP.)
FINISH GRADE
VARIES (SEE CIVIL)
M I N
UNDISTURBED SOIL
SEE NOTE "1"
T.O.C. ELEV
(SEE SCHEDULE)
F O
U N
D A
T I O
N
D
E P
T H
15"
WELD 1/2" X 6" DIA.
PLATE TO 1 1/4"
DIA. ANCHOR ROD
EYE BOLT W/ NUT FOR 1 1/4" - 7
THREAD SIZE ROD
1/4" DIA GUY
ROPE PER
MANUFACTURER
1/2" THICK STABILIZER
PLATE WITH HOOK
& BOLT FOR TWO
GUY ROPES CONNECTION
#5 VERTICAL BARS
SEE SCHEDULE
3-#4 TIES @ TOP
@ 4" O/C
HOOK WITH BOLT
1. FOUNDATION SHALL BE SURROUNDED BY "UNDISTURBED" SOIL. DO NOT REMOVE MORE SOIL
FROM SIDES THAN IS NECESSARY.
NOTES:
"LENGTH" DIM.
W
I D
T H
D
I M
15"
#5 VERTICAL BARS
SEE SCHEDULE
#4 TIES SEE
SCHEDULE
GUY ROPE ANCHOR
ASSEMBLY (TYP.)
TOWARDS TOWER
60 METER TOWER FOUNDATION SCHEDULE
G1,G2,G3
ANGLE FOR
GUY ANCHOR ROD
GUY ANCHOR
FOUNDATION TYPE
SIZE LENGTH x
WIDTH x DEPTH
T.O.C. ELEV
4'x4' X 8'-6" T.B.D.
VERTICAL
REINFORCEMENT
HORIZONTAL TIE
REINFORCEMENT
58.0° 16 # 5
#4 @ 10" O.C.
G4
GUY ANCHOR T.B.D.
G5
GUY ANCHOR T.B.D.
G6
GUY ANCHOR T.B.D.
G10
GUY ANCHOR T.B.D.
G11
GUY ANCHOR T.B.D.
G12
GUY ANCHOR T.B.D.
G13 TOWER ANCHOR 10'x10' X 6'-6" T.B.D.
58.0°
58.0°
58.0°
58.0°
58.0°
58.0°
SEE MANUFACTERS
FOR ANCHOR BOLTS
16 # 5
16 # 5
16 # 5
16 # 5
16 # 5
16 # 5
1. TOWER FOUNDATION DESIGN CONFORMS TO "STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING
STRUCTURES"-ANSI/TIA-222 REV "G" 2009.
2. DESIGN FASTEST-MILE WIND SPEED IS 105 MPH BASED ON 125 MPH 3-SECOND GUST WIND SPEED. (T.B.D.)
3. MAXIMUM TOWER SUPPORT REACTION PER ADVANCED MAST SYSTEM, INCORPORATED FOR 60 METER METEOROLOGICAL MAST AS FOLLOWS:
TOWER BASE : DOWN THRUST = 24.70 KIPS
SHEAR = 0.30 KIPS
GUY ANCHOR @ R=70': UPLIFT = 1.09 KIPS
SHEAR = 1.82 KIPS
GUY ANCHOR @ R=90': UPLIFT = 2.97 KIPS
SHEAR = 2.60 KIPS
GUY ANCHOR @ R=110': UPLIFT = 4.94 KIPS
SHEAR = 3.32 KIPS
4. PER GEOTECHNICAL REPORT BY (T.B.D.)
5. REDUCED SOIL PARAMETERS ARE AS FOLLOWS:
PASSIVE EARTH PRESSURE RESISTANCE
W/ NEGLECTING UPPER 2' OF SOIL = 180 PSF/FT
FRICTIONAL RESISTANCE COEFFICIENT FOR
TOWER FOUNDATION = 0.3
NO BASE FRICTION RESISTANCE FOR
GUY ROPE ANCHOR FOUNDATION = 0.0
SOIL BEARING PRESSURE = 3,000 PSF
60 METER TOWER DESIGN CRITERIA:
LENGTH x WIDTH (SEE 60 METER TOWER FOUNDATION SCHEDULE)
F O
U N
D A
T I O
N
D
E P
T H
(2) #6 ON
EACH FACE
(10) #6 BARS
TOP & BOTTOM
EACH WAY
EQUAL SPACING
G7,G8,G9
GUY ANCHOR T.B.D. 58.0° 16 # 5
2. ALL TIE ROD ASSEMBLY. FORGED STEEL PER FEDERAL SPEC. WW-H-171E & A-A-1192A TYPE 17
ANCHOR BOLTS AS PER
MANUFACTURER STANDARD
G14 SOLAR PANEL PAD 10'x10' X 0'-8" T.B.D.
G15 TILT ANCHOR 4'x4' X 8'-6" T.B.D.
AS PER ERECTION 16 # 5
G16 TILT ANCHOR 4'x4' X 8'-6" T.B.D.
16 # 5
G17 TILT ANCHOR 4'x4' X 8'-6" T.B.D.
16 # 5
AS PER ERECTION
AS PER ERECTION
M I N
M I N
#4 @ 10" O.C.
#4 @ 10" O.C.
#4 @ 10" O.C.
#4 @ 10" O.C.
#4 @ 10" O.C.
#4 @ 10" O.C.
#4 @ 10" O.C.
4'x4' X 8'-6"
4'x4' X 8'-6"
4'x4' X 8'-6"
4'x4' X 8'-6"
4'x4' X 8'-6"
4'x4' X 8'-6"
4'x4' X 8'-6"
#4 @ 10" O.C.
#4 @ 10" O.C.
#4 @ 10" O.C.
SEE SECTION "7"
SEE LTF-C-506/2
SEE SECTION "7"
SEE LTF-C-506/2
COMPACTED AGGREGATE,
NO. 53, BASE
UNDISTURBED SOIL/COMPACTED FILL
PER PROJECT SPECIFICATIONS
COMPACTED AGGREGATE,
NO. 53, BASE
UNDISTURBED
SOIL/COMPACTED FILL
PER PROJECT
SPECIFICATIONS
A1
TOWER GUY ANCHOR FOUNDATION SECTION
SCALE: 1/2"=1'-0"
A2
GUY ANCHOR FOUNDATION PLAN
SCALE: 1/2"=1'-0"
A4
60 METER TOWER FOUNDATION SECTION
SCALE: 1/2"=1'-0"
C2
7' HEIGHT CHAIN LINK FENCE DETAIL
NOT TO SCALE
C4
7' HEIGHT FENCE - 10' WIDE GATE DETAIL
NOT TO SCALE
AutoCAD SHX Text A
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M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
C d
Y O
M
E
C
T F
C
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
N O
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FO
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TR
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TI
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P R
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IM
IN
A
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D E
P A
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M 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
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
C T
F
C
O N
S T
R U
C T
I O
N
D
E T
A I L
S
CTF-C-503
AS NOTED
KM MD KM
4'-5"
(5) #5 CONTINUOUS BARS
#5 BARS @ 12" O.C. EACH WAY
8"
TYP.
BOTTOM TRENCH ELEV
VARIES, SEE CIVIL PLAN
C
L E
A R
#5 BARS @ 12" O.C.
EA WAY TOP & BOTTOM
FINISH GRADE
SEE CIVIL
PLAN
6" COMPACTED AGGREGATE, NO. 53, BASE
T
Y P
0 1' 2'
8" (TYP.);
18" UNDER SURFACE
MOUNTED BOLLARDS
SEE CIVIL PLAN
#5 BARS @ 12" O.C.
EA WAY TOP & BOTTOM
CHAMFER EXPOSED
EDGES (TYP.)
T
H I C
K
T
H I C
K
0 1' 2' 3'
4'-0"
SEE DWG
CTF-C-XX
1" ISOLATION JOINT FILL W/ SEALANT (TYP.)
FINISH GRADE
SEE CIVIL
PLAN
SEE CIVIL PLAN
1'-0"
(TYP.)
C
L E
A R
40'
8"
8" (TYP.);
18" UNDER SURFACE
MOUNTED BOLLARDS
S E
E
C
I V
A
N
#4 DOWEL BARS 1'x1' @ 12" O.C.
(TYP.) INTO ADJACENT CONC
WHERE ADJACENT TO CONCRETE
#4 BAR CONTINUOUS
(TYP. BOTH SIDES)
#4 BAR CONTINOUS
(TYP. BOTH SIDES)
NOTES:
1. PROVIDE EXPANSION JOINTS, 1/2" WIDE PREMOLDED BITUMINOUS MATERIAL AGAINST ALL HARD SURFACES.
2. PROVIDE 1" ISOLATION JOINT W/ 1/2" DIA. DOWEL BAR PER DETAIL (T.B.D.) AGAINST BUILDING CONC SLAB.
3. PROVIDE PIPE SLEEVES OR OPENINGS IN CONC PAD FOR ANY UTILITIES AS PER EACH DISCIPLINES DRAWINGS.
4. REFER TO DWG (T.B.D.) FOR CONCRETE NOTES.
NOTES:
1. PROVIDE EXPANSION JOINTS, 1/2" WIDE PREMOLDED BITUMINOUS MATERIAL AGAINST ALL HARD SURFACES.
2. PROVIDE 1" ISOLATION JOINT W/ 1/2" DIA. DOWEL BAR PER DETAIL (T.B.D.) AGAINST BUILDING CONC SLAB.
3. PROVIDE PIPE SLEEVES OR OPENINGS IN CONC PAD FOR ANY UTILITIES AS PER EACH DISCIPLINES DRAWINGS.
4. REFER TO DWG (T.B.D.) FOR CONCRETE NOTES.
CHAMFER NOT REQUIRED IF
AGAINST BUILDING (TYP.)
SLOPE PER
PLAN OR 2%
NEENAH HEAVY DUTY TRENCH FRAME AND
SOLID COVER #R4990-0X OR APPROVED EQUAL
UNDISTURBED SOIL/COMPACTED FILL
PER PROJECT SPECIFICATIONS
6"
C1
TYPICAL CONCRETE APRON DETAIL
SCALE: 1"=1'
A1
TYPICAL HVAC CONCRETE PAD
SCALE: 3/4"=1'
C4
UTILITY TRENCH DETAIL
NOT TO SCALE
6" COMPACTED AGGREGATE, NO. 53, BASE
UNDISTURBED SOIL/COMPACTED FILL
PER PROJECT SPECIFICATIONS
6"
6"
1" ISOLATION JOINT FILL W/ SEALANT (TYP.)
6" COMPACTED AGGREGATE, NO. 53, BASE
UNDISTURBED SOIL/COMPACTED FILL
PER PROJECT SPECIFICATIONS
A4
CRANE PAD DETAIL
NOT TO SCALE
6" COMPACTED AGGREGATE, NO. 53, BASE
UNDISTURBED SOIL/COMPACTED FILL
PER PROJECT SPECIFICATIONS
HARDWOOD CRANE MAT
12" THICK, 96" WIDE X 40' LONG SECTIONS
FILTER FABRIC
12" MINIMUM THICKNESS OPEN GRADED
DRAINAGE LAYER (SLOPE TOWARDS DRAIN)
6" PERFORATED HDPE PIPE
12" MINIMUM COMPACTED AGGREGATE, NO. 53, BASE
UNDISTURBED SOIL/COMPACTED FILL
PER PROJECT SPECIFICATIONS
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SYM
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DATE
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APPR
AutoCAD SHX Text
, TOP & BOTTOM
stmurphy stmurphy
M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
C d
Y O
M
E
C
T F
C
O
T T
E D
T u e s d a y
A p r i l
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
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
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S
CTF-C-504
AS NOTED
KM MD KM
#4 BARS @ 12" O.C.
EACH WAY (TYP.)
4,000 PSI CONCRETE
COMPACTED SUBGRADE
CUT REINFORCEMENT
AT JOINT AS SHOWN
BACKER ROD
TWO COMPONENT POLYURETHANE
BASED ELASTOMERIC SEALANT
PROVIDE 1/2" DIA. SMOOTH BARS
(DOWELS) X 1'-6" LG. GREASE &
WRAP ONE END@ 12" O.C.
PROVIDE BUTYL ROD &
FILL WITH SEALANT
PROVIDE SMOOTH BARS
(DOWELS) GREASE & WRAP
ONE END @ 12" O.C.
2"
2"
3/16" SAW CUT
2"
1/2" EXPANSION JOINT
1. SEE DWG CTFS-XX FOR CONCRETE NOTES & DESIGN CRITERIA.
2. FOR CONCRETE AND REINFORCEMENT NOTES REFERENCE CTF-C-XX.
NOTES:
CONDUIT
SEE DUCT BANK SECTIONS
3"
3" 3"
3"
B4
DUCT BANK CONCRETE ENCASEMENT DETAIL
NOT TO SCALE
A2
TYPICAL CONTRACTION JOINT DETAIL
NOT TO SCALE
A4
TYPICAL ISOLATION JOINT DETAIL
NOT TO SCALE
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APPR
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C p w w o r k i n g g b n a d a x e s h p d C
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SHEET
NAVFAC DRAWING NO.
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C
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M A
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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
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TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
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V
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CTF-C-505
AS NOTED
KM MD KM
2'-8" MIN. TO
6' LONG PRECAST CONC. WHEEL STOP
W/2-#4 BARS CONT. 5'-9" LONG
PARKING SURFACE
2-#4 BARS THRU WHEEL STOP &
PARKING SURFACE, MIN 18" LONG.
ON CONC. PAVEMENT USE EPOXY
BONDING AGENT
8"
EDGE OF PARKING
LOT
5'-0" OR PER PLAN
4" THICK, 4000 PSI CONCRETE FOR SIDEWALK
COMPACTED AGGREGATE, NO. 53, BASE
COURSE, 6" THICK
UNDISTURBED SOIL/COMPACTED FILL
PER PROJECT SPECIFICATIONS
NOTE:
1. PROVIDE EXPANSION JOINTS, 1/2" WIDE PREMOLDED
BITUMINOUS MATERIAL AT 15' INTERVALS, AND AGAINST ALL
HARD SURFACES, CONTRACTION JOINTS SPACED AT EQUAL
INTERVALS, 5' MAXIMUM LENGTH, 1/4" BELOW SIDEWALK
SURFACE.
6x6 - W1.4xW1.4 WELDED WIRE
FABRIC (WWF)
CHARGE CONTROLLER
EXTERNAL ON/OFF
WEATHERIZED SWITCH
FUSED BATTERY
HARNESS
TWO BATTERIES
AGM BATTERIES
12V, 111A-HR AT 100HR
WITH SPLICING TAPE
ROUND TAPERED
STEEL POLE
HANDHOLE
M
I N
LARGE 2 BATTERY ENCLOSURE
POWDER COATED ALUMINUM
BUILT TO NEMA 3R, VENTED
PADLOCK HASP
MOUNTS WITH BOLTS
17X16X15", 165 LBS, EPA 2.0 SQ-FT
1 1/4" NPS FITTER
U-BOLT, GALVANIZED STEEL,
3/8"-16 THREAD, FOR 6.0" OD
SIDE OF POLE
MOUNTING RACK
ROTATING BEACON
WITH RED COVER,
POLE TOP MOUNTED
85WATT PANEL
SIZE: 37.01 X 26.57 X 1.38"
EPA = 5.73 SQ-FT
WEIGHT: 17.42 LBS
(FACING SOUTH)
U-BOLT, GALVANIZED STEEL
RECOMMENDED PANEL TILT: 56º
FULL BASE COVER
GRADE
2'-0"
6-#6 BARS
VERTICAL
DIA.
#3 TIES BARS HORIZONTAL
12" O/C
(TYP.)
3"
3"
3"
3"
1 3/4" NPS
THREADED FITTER
U-BOLT, GALVANIZED STEEL
LIGHTING CONTROLLER
CIRCUIT BREAKERS
FOUR BATTERIES
24V, 176A-HR
AT 100HR
130W LED
LUMINAIRE
ROUND TAPERED
STEEL POLE
HANDHOLE
M
I N
IR DETECTOR FOR REMOTE
CONTROL
RECOMMENDED PANEL TILT: 56º
LARGE 4 BATTERY ENCLOSURE
POWDER COATED ALUMINUM
BUILT TO NEMA 3R, VENTED
PADLOCK HASP MOUNTS WITH BOLTS
38X16X15", 436 LBS, EPA 5.0 SQ-FT
1 1/4" NPS FITTER
PROTRUDES 3/4"
FROM POLE
U-BOLT, GALVANIZED STEEL,
3/8"-16 THREAD, FOR 6.0" OD
TWO 135WATT PANELS
SIZE: 59.1 X 26.6 X 1.4"
EPA = 16.73 SQ-FT
WEIGHT: 26.68 LBS EACH,
53.36 LBS TOTAL
(FACING SOUTH)
5'-6"
T R
A V
W
Y
4'-0" ARM
FULL BASE COVER
GRADE
3'-0"
7-#8 BARS
VERTICAL
DIA.
#3 TIES BARS HORIZONTAL
12" O/C
(TYP.)
3"
3"
3"
3"
HANDHOLE
SIDE OF POLE
MOUNTING RACK
U-BOLT, GALVANIZED STEEL
1 3/4" NPS
THREADED FITTER
U-BOLT, GALVANIZED STEEL
COMPACTED AGGREGATE, NO. 53, BASE
COURSE, 6" THICK
HMA SURFACE COURSE 9.5 MM, 2" THICK
TACK COAT
PHOTOVOLTAIC BEACON ASSEMBLY
NOT TO SCALE CTF-C-XXCTF-C-XX
PHOTOVOLTAIC LIGHTING ASSEMBLY
NOT TO SCALE CTF-C-XXCTF-C-XX
HMA INTERMEDIATE COURSE 19.0 MM, 4" THICK
NOTE:
ASSEMBLY TO WITHSTAND
100 MPH WIND LOAD
NOTE:
ASSEMBLY TO WITHSTAND
100 MPH WIND LOAD
SLOPE AWAY FROM
BASE CONNECTION
SLOPE AWAY FROM
BASE CONNECTION
GROUNDING LUG
ON POLE
GROUNDING 3/4"
PVC #4 GROUND
WIRE
GROUND ROD
5/8" X 10' ROD
GROUNDING LUG
ON POLE
GROUNDING 3/4"
PVC #4 GROUND
WIRE
GROUND ROD
5/8" X 10' ROD
UNDISTURBED SOIL/COMPACTED FILL
PER PROJECT SPECIFICATIONS
C1
BITUMINOUS PAVEMENT DETAIL
NOT TO SCALE
B1
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
COMPACTED AGGREGATE, NO. 53, BASE
COURSE, 6" THICK
UNDISTURBED SOIL/COMPACTED FILL
PER PROJECT SPECIFICATIONS
A1
DUMPSTER/GRAVEL PAD DETAIL
NOT TO SCALE
A2
CONCRETE WHEEL STOP DETAIL
NOT TO SCALE
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DATE
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APPR
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M
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C p w w o r k i n g g b n a d a x e s h p d C
T F
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T u e s d a y
A p r i l
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R p a t e l d
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IM
IN
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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
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
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V
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A I L
S
CTF-C-506
AS NOTED
KM MD KM
4.00
2.50 3.062 1.278 0.669 0.760 0.228 0.313 0.352
1.968 3.500 1.336 0.834 1.187 0.707 0.664
A
XX
Y
Y
C
D
B
N.T.S.
A
XX
Y
Y
1"
C
D
B
"A" "B" "C" "D"
DIMENSIONS (IN)
AREA
IN.
I(IN. )S(IN. )I(IN. ) S(IN. )
4 3 4
Y-Y AXIS
1.516 0.539
0.611 1.161
4.00
2.50 3.125 1.250 0.625 0.748 0.233 0.289 0.353
1.845 3.500 1.625 0.718 1.190 0.560 0.690
"A" "B" "C" "D"
DIMENSIONS (IN)
AREA
IN. I(IN. )S(IN. )I(IN. ) S(IN. )
4 3 4
Y-Y AXIS
1.549 0.551
0.500 1.190
12"
3"
6"
0.120" NOM.
(11 GAUGE)
1"
14"
7"
0.120" NOM.
(11 GAUGE)
I A
H
O L
C
T
O
C
TYPE 1 STEEL U-POST PROPERTIES
TYPE 2 STEEL U-POST PROPERTIES
TYPE 1 STEEL
U-POST
TYPE 2 STEEL
U-POST
V E
R T
I C
S
T
L
E N
G
I A
H
O L
C
T
O
C
TOP POST
U-POST
TYPE 1
SOIL ANCHOR PLATE
TYPE 2
SOIL ANCHOR PLATE
TYPE 1
ANCHOR POST
ASSEMBLY
TYPE 2
ANCHOR POST
ASSEMBLY
I A
H
O L
C
T
O
C
WEIGHT
LBS. / FT.
X-X AXIS
WEIGHT
LBS. / FT.
X-X AXIS
8TH HOLE FROM THE TOP
TYPE 1 SOIL ANCHOR PLATE
TYPE 1 STEEL U-POST
13TH HOLE FROM THE TOP
TYPE 2 SOIL ANCHOR PLATE
TYPE 2 STEEL U-POST
STEEL U-POST SIGN
SUPPORTS
7/16" DIA. HOLES
7/16" DIA.
HOLES
NOTES:
1. PLACE SIGNS AT ALL CORNERS & EVERY 100' ALONG
PROPERTY BOUNDARY.
2. IN AREAS OUTSIDE THE LIMIT OF DISTURBANCE SHOWN ON
THE PLANS, INSTALL SIGNAGE WITHOUT THE BENEFIT OF
MOTORIZED VEHICLES. ACCESS SIGN LOCATIONS VIA FOOT
TRAFFIC ONLY. HAMMER SIGNS INTO PLACE. NO OTHER
DISTURBANCE IS PERMITTED.
3. METAL SIGNS WITH STEEL POST. SEE DETAIL REF. LTF-C-509/8.
12" 3000 PSI
CONCRETE RING
PRE-CAST OR
POURED IN PLACE
6" DENSE GRADED
AGGREGATE/AGGREGATE
BASE COURSE
6" CLASS "C"
CONCRETE (TYP.)
8"
1 1/2"
COVER AND CIRCULAR FRAME
MORTAR FRAME IN PLACE
PROPOSED GRADE
BRICK SHIM TO
GRADE (TYP.)
COARSE SAND
4"x4" TAPER TO 5"x5" x 30"
REINFORCED CONCRETE SURVEY
MONUMENT W/2" ENGRAVED
ALUMINUM MARKER CAP -
"NAVAL AIR WEAPONS STATION"
"SURVEY MONUMENT"
12" TYP.
COMPACTED
SUBGRADE
NOTES:
1. SURFACES ARE PRIMED WITH RUST & CORROSION RESISTANT, ZINC RICH
PRIMER W/5,000 HOUR SALT SPRAY PERFORMANCE.
2. WHERE ADJACENT TO ROLL-UP DOORS, ALIGN CENTER WITH DOOR JAMB.
6"
3/4" THICK STEEL PLATE
W/4 1/2" DIA. X 6" LONG
ANCHOR BOLTS
CONCRETE
PAD
18"
STEEL SAFETY YELLOW
WALL THICKNESS MIN 0.432"
18"
YELLOW HDPE
BOLLARD COVER
CONCRETE TO BE RAISED FOR
PROPER WATER RUN OFF
6" STEEL PIPE FILLED w/ CONC &
EMBEDDED IN CONC BASE. PAINT
HIGH VISIBILITY YELLOW.
PITCH AWAY FROM BOLLARD
PROPOSED SURFACE PER PLAN
PROVIDE EXPANSION JOINT MATERIAL
BETWEEN CONCRETE FOUNDATION AND
OTHER CONCRETE SURFACES
4,000 PSI AIR ENTRAINED CONCRETE
6x6x6 WELDED WIRE FABRIC (WWF)
COMPACTED SUBGRADE
NOTES:
1. BOLLARDS REQUIRED AS DEPICTED ON SITE PLAN DRAWINGS.
2. WHERE ADJACENT TO ROLL-UP DOORS, ALIGN CENTER WITH DOOR JAMB.
WHEEL STOP (TYP.)
4" AZURE BLUE
PAINTED STRIPING
(TYP.) ACCESSIBLE
SYMBOL (54"W x 60"H)
4" AZURE BLUE
PAINTED
STRIPING @ 12"
O.C. (TYP.)
8'-0" 8'-0"
20'
5'-4"
4'-4 1/2"
4" AZURE BLUE
PAINTED
STRIPING (TYP.)
1'-2"
NOTE:
1. CONCRETE WHEEL STOP IS 2'-2" FROM CENTER OF WHEEL STOP TO
EDGE OF CONCRETE.
3'-0"
PARKING
RESERVED
SUBSEQUENT OFFENSES
$ 250 MINIMUM AND/OR
UP TO 90 DAYS COMMUNITY SERVICE
$ 250 FIRST OFFENSE
TOW AWAY ZONE
PENALTY
ACCESSIBLE
VAN
1'-0"
1/4" x 1/2" LG. PIN HD. BOLTS
WITH NUTS & LOCK WASHERS
AZURE BLUE LETTERS
WHITE BACKGROUND
AZURE BLUE
WHITE BACKGROUND
BLACK LETTERS
PENALTY
$ 250 FIRST OFFENSE
SUBSEQUENT OFFENSES
$ 250 MINIMUM AND/OR
UP TO 90 DAYS COMMUNITY SERVICE
TOW AWAY ZONE
R7-8
R7-8P
FIN. GRADE
A
B O
V E
G R
O U
N D
COMPACTED
SUBGRADE
12"
NOTE:
1. METAL SIGNS WITH STEEL POST. SEE DETAIL REF.
LTF-C-509/8.
BOUNDARY
1/4" x 1/2" LG. PIN HD.
BOLTS WITH NUTS &
LOCK WASHERS
1'-6"
3" BLACK LETTERS
WHITE BACKGROUND
GRADE
CTF
MARKER
COMPACTED SUBGRADE
RESTRICTED
1/4" x 1/2" LG. PIN HD.
BOLTS WITH NUTS &
LOCK WASHERS
WARNING
AREA
KEEP OUT
AUTHORIZED
2'-0"
PERSONNEL
ONLY
3" BLACK LETTERS
WHITE BACKGROUND
B1
SURVEY MONUMENT DETAIL
NOT TO SCALE
A1
SURFACE MOUNTED BOLLARD DETAIL 1
NOT TO SCALE
B2
LTF BOUNDARY MARKER SIGN DETAIL
NOT TO SCALE
A2
CONCRETE EMBEDDED BOLLARD DETAIL 2
NOT TO SCALE
A3
NOT TO SCALE
ACCESSIBLE PARKING SIGN
DETAILS (R7-8, R7-8P)
A5
ACCESSIBLE STALL MARKING
NOT TO SCALE
B4
STEEL POSTS, POST CLIPS, SPACING, ETC.
NOT TO SCALE
AutoCAD SHX Text A
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DATE
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APPR
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C p w w o r k i n g g b n a d a x e s h p d C
T F
C d
Y O
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C
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C
O
T T
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T u e s d a y
A p r i l
E
R p a t e l d
N O
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TR
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TI
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P R
E L
IM
IN
A
R Y
D E
P A
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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
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
C T
F
C
O N
S T
R U
C T
I O
N
D
E T
A I L
S
CTF-C-507
AS NOTED
KM MD KM
NOTES:
1. CONCRETE SHALL BE 4,000 PSI.
2. BUTT DIAMETER OF FLAG POLE SHALL BE 3" WHILE TOP DIAMETER IS 1 7/8".
C
L R
PLAN VIEW
0'-4"
LAP (MIN.)
ANCHOR BOLTS AND BASE PLATE AS
REQUIRED BY POLE MANUFACTURER
3/4" NON-SHRINK GROUT PACKED UNDER
POLE BASE TO ENSURE FULL CONTACT WITH
FOOTING AND PREVENT LOOSENING OF LEVELING
NUT. SLOPE TOP TO OUTSIDE EDGE OF FOOTING.
PROVIDE 3/8" WIDE x 3/8" DEEP CHANNEL
THROUGH GROUT FOR DRAINAGE FROM POLE
INTERIOR.
3~#3 TIES @ 3" O.C.
AT ANCHOR BOLTS
SLOPE AWAY
FROM BASE PLATE
#3 TIES @ 12" O.C. MAX.
36" DIAMETER CAST-IN
PLACE CONCRETE
FOUNDATION
#3 TIES
W/LAPPING
7~#8 VERTICALS
7~#8
VERTICALS
LEVELING NUT
AND WASHER
POLE BASE COVER
15'-0" HIGH FLAG POLE
A
L U
M I N
M
L
E
E
X P
O S
I G
H T
ANODIZED SPUN
ALUMINUM BALL, FLUSH SEAM
SINGLE SHEAVE TRUCK
CAST ALUMINUM REVOLVING
NON-FOULING TYPE
ONE (1) SET
OF HALYARDS
9" CAST ALUMINUM CLEAT WITH
1/4"-20NC FLAT HEAD STAINLESS
STEEL SELF DRILLING SCREWS
TWO (2) SNAP HOOKS,
WITH NEOPRENE COVERS
7' TAPERED ALUMINUM
POLE (15' EXPOSED)
FINISHED GRADE
B4
15' TAPERED ALUMINUM FLAG POLE
NOT TO SCALE
AutoCAD SHX Text A
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SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
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E
C p w w o r k i n g g b n a d a x e s h p d C
T F
C d
Y O
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E
C
T F
C
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
N O
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O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
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M E
T
V
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
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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
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PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
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I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
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V
I E
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A I L
S
CTF-C-508
AS NOTED
KM MD KM
12"
V A
R I A
B L
E
P
I
D
V
A
R
I
A
B
L
E
COMPACTED AGGREGATE, NO. 53, BASE
6" LIQUID POLYMER EMULSION
STABILIZER FOR VEHICLE
TRAVEL AREA ON SURFICIAL
SOIL FOR NON-PAVED AREAS
EXISTING TO BE
SAWCUT FULL DEPTH
(BOTH SIDES)
EXISTING GROUND
PAVED
AREA
UNPAVED AREA/COMPACTED EARTH
TRAVEL AREA
12"
INITIAL BACKFILL
MATERIAL
COMPACTED FILL TO 95%
MODIFIED PROCTOR
DENSITY ASTM D-1557
EXISTING
PAVEMENT
PAVED
AREA
NON-PAVED AREA
18"
(WATER SYSTEM, SANITARY SEWER SYSTEM,
ELECTRIC/COMMUNICATION SYSTEMS)
NOTES:
1. PROVIDE WARNING TAPE AND DETECTION WIRE PER PROJECT SPECIFICATIONS.
2. SEE CONCRETE ENCASEMENT DETAIL FOR ELECTRIC/COMMUNICATION CONDUIT WITHIN
THIS TRENCH.
D
PAVED AREAS
SEE BITUMINOUS PAVEMENT
DETAIL REF. LTF-C-508/2
NON-PAVED AREAS
COMPACT TO 95% MODIFIED
PROCTOR DENSITY
(ASTM D-1557)
4" PLUS 1/2 PIPE DIA. MIN.
INITIAL BACKFILL MATERIAL
UNDISTURBED EARTH
(NOTE 2)
A P
P R
O V
X C
A V
A T
M
T
E R
I A
L S
E M
B E
D M
E N
T
Z O
N E
N
O T
E
B A
C K
F I L
L
Z
O N
E
FINISHED GRADE
PIPE
D.D.
NOTES:
1. PLACE EMBEDMENT ZONE BACKFILL BY HAND IN 6-INCH LIFTS ON BOTH
SIDES OF PIPE. COMPACT TO 95% MAX. DRY DENSITY IN ACCORDANCE
WITH ASTM D-1557.
2. IF UNSUITABLE SOIL MATERIALS ARE ENCOUNTERED, REMOVE AND REPLACE WITH 12 3
INCHES ADDITIONAL BEDDING OR AS DIRECTED BY CONTRACTING OFFICER.
MIN. MIN.
12" 12"
COMPACTED AGGREGATE, NO. 53,
BASE
SAWCUT 18" (TYP.)
FOR PAVEMENT
SWALE NO.
A B
X' X'
'B'
UNDISTURBED
SOIL/COMPACTED FILL PER
PROJECT SPECIFICATIONS
B - MIN. DEPTH
MAX. SLOPE
FINISHED GRADE
'A'
NOTE:
1. SEE DRAINAGE & UTILITY PLANS FOR SWALE SIZE & LOCATION
G
R
O
U
R
F
A
C
E
B
U
I L
D
I
G
C
A
D
E
DOWNSPOUT (ALSO
LEADER OR CONDUCTOR)
WALL BRACKET
ELBOW
CONCRETE
SPLASH
BLOCK
3"
VEHICLE TRAVEL
AREA
L2
W1
L1
W2
D d50=24"
48" THICK W/ FILTER
FABRIC
OUTLET
SH #1 (HW #1)
W1 W2 D TH d50
(ft.) (ft.) (ft.) (ft.) (In.) (In.) (In.)
X
FLOW
HEAD WALL OR
WALL REF.
LTF-C-515
PLAN
3:1 3:1
SEE SITE PLAN FOR PIPE
ORIENTATION AND SIZE
SECTION B-B
L1 L2 PIPE SIZE
(In.)
TH
B
LTF-C-511 LTF-C-511
FILTER FABRIC
SH #2 (HW #2)
X 24
30"
9" 9"
NOTE:
1. SEWER CLEANOUTS REQUIRED AT ALL
BENDS, CHANGES IN SLOPE AND AT
BUILDING EXIT.
BRASS PLUG
GRADE
SEE PLAN FOR
MATERIAL
CALTRANS STANDARD
CLASS II AGGREGATE
BASE COURSE
4000 PSI CONCRETE ON
COMPACTED SUBGRADE
COMPACTED SUBGRADE
HDPE PIPE
90° ELBOW
12"
CAST IRON COVER & CIRCULAR FRAME
SEE BITUMINOUS PAVEMENT DETAIL REF.
LTF-C-508/2
X
X
X
X
X
X
X
X
X
X
X
X
C1
TYPICAL TRENCH, STORM SEWER SYSTEM
NOT TO SCALE
A1
UTILITY TRENCH AND BEDDING DETAIL
NOT TO SCALE
C3
FLARED END SECTION
NOT TO SCALE
B3
SWALE DETAIL
NOT TO SCALE
C4
PREFORMED SCOUR HOLE
NOT TO SCALE
B4
ROOF DRAIN AND SPLASH BLOCK DETAIL
NOT TO SCALE
A4
SEWER CLEANOUT DETAIL
NOT TO SCALE
DIA. WALL A
B
MIN.
C
MIN.
D E
12" 2" 4" 4'-0" 6' 2'-0"
15"
18"
6"
9"
3'-10"
3'-10"
2"
2 "
6'
6'
2'-6"
3'-0"
18"
18"
18"
DIMENSIONS
B
C
A
E
PLAN VIEW
SECTION A-A
END VIEW
8"
WALL
DIA.
A A
DIA.
WALL
6"
D
WALL +6"
D
DIA.
E
WALL
TOE WALL
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M
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C p w w o r k i n g g b n a d a x e s h p d C
T F
C d
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T u e s d a y
A p r i l
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R p a t e l d
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IM
IN
A
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D E
P A
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M E
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V
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
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F
A C
I L I T
I E
S
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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
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
C T
F
C
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S T
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A I L
S
CTF-C-509
AS NOTED
KM MD KM
24" (MIN.) THICK
BIORETENTION
SOIL MEDIA
EXISTING SOIL SUBGRADE,
TILLED OR "RIPPED" 12"
DEEP BEFORE BACKFILLING
4" Ø SCHEDULE 40 PVC OR SDR 35
PERFORATED PIPE, 3/8" Ø HOLES, TWO
SIDES, FACING DOWN, 2" OFF BOTTOM
FILTER FABRIC
(SIDES ONLY)
2" THICK MULCH
SLOPE VARIES, SEE
GRADING PLAN (TYP.)
6" THICK SAND (ASTM C-33
FINE AGGREGATE)
6" THICK 3/8" Ø GRAVEL
(ASTM C-33 NO. 8)
6" THICK 3/4" Ø GRAVEL
(ASTM C-33 NO. 6 OR 67)
INVERT AS SHOWN
ON PLANS
CLEANOUT/OBSERVATION
WELL, 5' FROM
CENTER OF INLET
NOTE:
ALL SAND AND GRAVEL TO BE NATURAL, UNCRUSHED.
VEGETATION NOT SHOWN FOR CLARITY. BOTTOM OF BASIN TO BE PLANTED WITH SWAMP MILKWEED (ASCLEPIAS INCARNATE) AT 2' CENTERS
(#1 CONTAINER).
THE PLANTING SOIL MUST BE A SANDY LOAM OR LOAMY SAND CONTAINING A MINIMUM OF 60 PERCENT SAND, BY VOLUME. THE CLAY
CONTENT MUST BE LESS THAN 10 PERCENT BY VOLUME. A SATURATED HYDRAULIC CONDUCTIVITY OF AT LEAST 2.0 FEET PER DAY (1.0 INCHES
PER HOUR) IS REQUIRED. THE SOIL MUST BE FREE OF STONES, STUMPS, ROOTS, OR OTHER WOODY MATERIAL OVER 1 INCH IN DIAMETER AND
MUST BE FREE OF BRUSH OR SEEDS FROM NOXIOUS WEEDS, SUCH AS JOHNSON GRASS, MUGWORT, NUTSEDGE AND CANADIAN THISTLE.
PLACEMENT OF THE PLANTING SOIL MUST BE IN LIFTS OF 12 TO 18 INCHES, LOOSELY COMPACTED (RUBBER WHEELED HEAVY EQUIPMENT AND
MECHANICAL TAMPING DEVICES ARE NOT RECOMMENDED FOR COMPACTION). THE PH RANGE MUST BE BETWEEN 5.2 AND 8.0. ORGANIC
MATTER MUST BE BETWEEN 1.5 AND 5%. MAGNESIUM, PHOSPHORUS AND POTASSIUM MUST BE APPLIED AT MINIMUM RATES OF 35, 75 AND 85
LBS. PER ACRE.
THE MULCH LAYER MUST BE STANDARD LANDSCAPE STYLE, SINGLE OR DOUBLE SHREDDED HARDWOOD MULCH. THE MULCH LAYER MUST BE
FREE OF OTHER MATERIALS, SUCH AS WEED SEEDS, SOIL, ROOTS, ETC.
WIDTH VARIES, SEE PLAN VIEW
INDOT TYPE "A" INLET
SEE PLAN FOR LOCATION
THREADED PLUG
EL. XXX.XX
EL. XXX.XX
SILL
EL. XXX.XX
XX" ORIFICE
XX" ORIFICE
PERFORATED
UNDERDRAIN
FROM BMP
BOTTOM OF BASIN
INDOT TYPE "A" INLET
B1 BIORETENTION BASIN - TYPICAL SECTION
NOT TO SCALE B4 COMPOSITE OUTLET STRUCTURE
NOT TO SCALE
AutoCAD SHX Text A
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SYM
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DESCRIPTION
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DATE
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APPR
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NOTES:
1. PRECAST REINFORCED CONCRETE METER PIT; HS-25 RATED LOADING.
2. FIXED LADDER IN ACCORDANCE WITH OSHA STANDARDS 29 CFR. STEEL REINFORCED
POLYPROPYLENE LADDER RUNGS TO BE INSTALLED.
3. LOCKABLE ACCESS HATCH W/FLUSH MOUNT LIFT HANDLE.
4. LOCATE REMOTE METERING DEVICE CLEAR OF ACCESS COVER OF THE PIT AND PER MANUFACTURER'S
RECOMMENDATIONS. REMOTE METERING DEVICE TO BE COMPATIBLE WITH EXISTING BASE METERING AND
REPORTING SYSTEM.
5. BACKFLOW PREVENTORS AT ALLBUILDINGS AND TAKEOFF POINTS.
6. SUPPORT VALVES, PIPING, METER AND STRAINER TO AGGREGATE BASE AS REQUIRED.
7. FILL ANNULAR SPACE BETWEEN WALLS AND SLEEVES WITH RICH CEMENT MORTAR AND
ANNULAR SPACE BETWEEN PIPE AND SLEEVE WITH MASTIC.
8. ACCESS HATCH TO BE PROVIDED IN THE DIMENSIONS INDICATED AND ADHERE TO THE FOLLOWING REQ:
8.1. HATCH SHALL BE ALUMINUM DOUBLE LEAF HINGED DOORS REINFORCED TO SUPPORT AAHSTO HS-25
WHEEL LOAD WITH A MAXIMUM DEFLECTION OF 1/150TH OF THE SPAN.
8.2. COVER SHALL BE
" ALUMINUM DIAMOND PATTERN.
8.3. FRAME SHALL BE
" EXTRUDED ALUMINUM WITH ANCHOR TABS AROUND THE PERIMETER FOR
ANCHORING IN PLACE BY CASTING INTO THE PRECAST VAULT STRUCTURE.
8.4. LIFTING MECHANISMS: MANUFACTURER SHALL PROVIDE THE REQUIRED NUMBER AND SIZE OF
COMPRESSION SPRING OPERATORS ENCLOSED IN TELESCOPIC TUBES TO PROVIDE SMOOTH, EASY, AND
CONTROLLED COVER OPERATION THROUGHOUT THE ENTIRE ARC OF OPENING AND TO ACT AS A CHECK
IN RETARDING DOWNWARD MOTION OF THE COVER WHEN CLOSING. SPRINGS AND SPRING TUBES SHALL
BE TYPE 316 STAINLESS STEEL.
8.5. A REMOVABLE EXTERIOR TURN/LIFT HANDLE WITH A SPRING LOADED BALL DETENT SHALL BE PROVIDED
TO OPEN THE COVERS AND THE LATCH RELEASE SHALL BE PROTECTED BY A FLUSH, GASKETED, REMOVABLE SCREW PLUG.
8.6. HARDWARE:
8.6.1. HINGES: HEAVY FORGED TYPE 316 STAINLESS STEEL HINGES, EACH HAVING A MINIMUM
" DIA.
TYPE 316 STAINLESS STEEL PIN, SHALL BE PROVIDED AND SHALL PIVOT SO THE COVER DOES
NOT PROTRUDE INTO THE CHANNEL FRAME.
8.6.2. COVERS SHALL BE EQUIPPED WITH A HOLD OPEN ARM THAT AUTOMATICALLY LOCKS THE COVERS
IN THE OPEN POSITION.
8.6.3. A TYPE 316 STAINLESS STEEL SNAP LOCK WITH FIXED HANDLE SHALL BE MOUNTED ON THE
UNDERSIDE OF THE COVER.
8.6.4. HARDWARE SHALL BE TYPE 316 STAINLESS STEEL THROUGHOUT.
8.6.5. HARDWARE EXPOSED WHEN COVER IS CLOSED SHALL BE TAMPER PROOF.
8.7. FINISHES: FACTORY FINISH SHALL BE MILL FINISH ALUMINUM WITH BITUMINOUS COATING APPLIED TO
THE EXTERIOR OF THE FRAME.
PLAN
A
LTF-C-513 LTF-C-513
4" OS&Y FLANGED GATE VALVE6"Ø AIR
VENT
4" COMPOUND METER
4" OS&Y FLANGED GATE VALVE
4" PVC
4" PLATE-TYPE STRAINER
3'x3' FRAME AND
ACCESS HATCH
HS-25 LOADING
REMOTE METERING
DEVICE
4" PVC
4" PVC
1 1/2"Ø DIA. STEEL REINFORCED
POLYPROPYLENE LADDER RUNGS @
12" O.C. (TYP.)
PRECAST METER PIT
(6'x4'x5')
WATERPROOF
COMPOUND
(ALL SIDES)
REMOTE METERING
DEVICE
12" COMPACTED
AGGREGATE, NO. 53,
BASE
6'-0"
7'-0"
6" (TYP)
6" DUCTILE IRON PIPE
SLEEVE OR SCH 40
STEEL WALL SLEEVE
(TYP.) SEE NOTE #7
UNDISTURBED
SOIL/COMPACTED
FILL PER
PROJECT
SPECIFICATIONS
12"x12" OPENING
THROUGH FLOOR
SECTION A-A
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 C
T F
C d
Y O
M
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C
T F
C
O
T T
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T u e s d a y
A p r i l
E
R p a t e l d
N O
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FO
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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
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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
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
C T
F
C
O N
S T
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I O
N
D
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A I L
S
CTF-C-510
AS NOTED
KM MD KM
6" PVC
6" GATE VALVE
C.I. VALVE BOX
M
I N
I M
U M
D E
P T
H
V
A R
I E
S
COMPACTED EARTH
TRAVEL AREA
12" TYPICAL
(VARIABLE)
36" MIN.
84" MAX.
CONNECTIONS AS SPECIFIED (1)
4-1/2"
(2) 2-1/2" TYP.
M
I N
M A
X
POROUS FILL
AROUND BARREL
POURED CONCRETE THRUST
BLOCK PER THRUST BLOCK
DETAIL
WATER MAIN
BEARING ON
UNDISTURBED
GROUND
POURED CONCRETE
THRUST BLOCK PER
THRUST BLOCK
DETAIL
TIE RODS (3/4" MIN.)
6" GRAVEL BEDDING
UNDER ALL VALVES
AND FITTINGS
BEARING ON
UNDISTURBED GROUND
1 CUBIC FOOT GRAVEL OR
BROKEN STONE DRAIN
CONSTRUCTION NOTES:
1. USE 2500 PSI CONCRETE FOR THRUST BLOCKS.
2. SIZE AND BEARING AREA FOR THRUST BLOCKS PER THRUST BLOCK DETAIL.
3. FINISH PAINTING SHALL BE RED OR AS DIRECTED BY THE CONTRACTING OFFICER. STENCIL
HYDRANT NUMBER AND MAIN SIZE ON THE HYDRANT BARREL USING BLACK STENCIL PAINT.
HYDRANT NUMBER TO BE PROVIDED BY THE CONTRACTING OFFICER.
4. SPECIAL HYDRANT ARRANGEMENTS OR SETTINGS TO BE DETAILED BY CONTRACTOR SUBJECT TO
CONTRACTING OFFICER'S APPROVAL.
5. USE MECHANICAL JOINT CONNECTIONS AND FITTINGS.
6. INSTALL BOLLARDS WHERE SHOWN ON PLANS AND AS PER DETAIL.
EDGE OF
COMPACTED
EARTH TRAVEL
AREA
CI LID MARKED
"WATER"
HYDRANT TO HAVE BREAK
SECTION
DRAIN PORTS MUST BE FREE OF
CONCRETE OR OTHER
PERMANENT OBSTRUCTIONS
T
Y
P
EDGE OF TRAVELWAY
NOTES:
1. USE WHERE SHOWN ON PLANS.
2. REFER TO FIRE HYDRANT DETAIL FOR HYDRANT INSTALLATION AND CONNECTION TO
FIRE MAIN.
3. REFER TO BOLLARD DETAIL FOR CONSTRUCTION.
3'-0"
8"
NOTES:
1. THRUST BLOCK BUILT AGAINST UNDISTURBED SOIL WITH ADEQUATE BACKING TO PREVENT MOVEMENT OF FITTING.
2. BEARING TABLE BASED ON 150 PSI STATIC PRESSURE PLUS 50 PSI WATER HAMMER AND 3000 PSF SOIL BEARING.
3. PIPE JOINTS AND BOLTS MUST BE ACCESSIBLE.
4. FELT WRAP AND TAPE FITTING FASTENER AREAS PRIOR TO THE CONCRETE THRUST BLOCK POUR TO ALLOW
FUTURE ACCESS TO THE FASTENERS AT THE JOINTS.
5. FOR THRUST BLOCKING ON VALVE, SEE TAPPING SLEEVE AND VALVE DETAIL.
6. THRUST BLOCKING DETAILS ARE SHOWN FOR TYPICAL INSTALLATIONS. IN SOME CASES ADDITIONAL RESTRAINT MAY BE REQUIRED. FOR
UNSTABLE SOIL CONDITIONS, SUBMIT RFI TO CONTRACTING OFFICER FOR THRUST BLOCK DIMENSIONS.
7. USE 2500 PSI PORTLAND CEMENT CONCRETE FOR THRUST BLOCKS.
8. WHERE PIPES ARE INSTALLED PARALLEL TO EACH OTHER, USE RESTRAINED JOINTS WHERE THRUST BLOCKS CANNOT BE USED.
B
BA
1'-3"
1'-0"
8"
6" dxe
C B
6"
6"
8"
5"
ACB
6"
6"
1'-0"
7"
8"
6"x4"
4"x2" e
A
B
8" 1'-1"
A
A d
A
B
8" 1'-6" d
B
1'-1"
C
R E
D U
C E
R S
AC
B
6"
6"
1'-4"
10"
ACB
6"
6"
1'-1" 1'-4"
Ad
4"
2"-2.5"
1'-1"
B
E N
D S
8"
A
2'-0" d
B
B
E N
D S
8"
B
A
1'-8" d d
B
2'-0"
C
B
6"
B
A C d
1'-8" 1'-6"
1'-0"
T E
P
S
B E
N D
S
MINIMUM SIZE OF 2500 PSI CONCRETE THRUST BLOCKS FOR WATER MAINS
CB
3'-7" 2'-3"
A
2'-3"
V
E R
T I C
A L
B
E N
D
10" 1'-5"
10" 2'-0" 1'-5"10" 2'-2"10"
2'-3" 3'-4"8" 2'-3"
2'-0" 1'-6"
10" 8"x6"
C
A
B
C
V
E R
T I C
A L
B
E N
D
5"8" 10" 7"
5'-6" 3'-7"
3'-7"
#4
REIN.
BAR
12" 2'-7"12" 2'-7"12"
2'-4" 4'-4"
3'-5" 4'-4"
12" 1'-9"
1'-9"10"
CB
Ad
4"
2"-2.5"
6"
C R
O S
S E
S
8"
10"
10" 8"
10" d
B
A
A
B
B
B
A
A
C
C
1'-0" 6"
4"x2
A1
METER PIT DETAIL
NOT TO SCALE
A2
FIRE HYDRANT BOLLARD LOCATION DETAIL
NOT TO SCALE
A5
FIRE HYDRANT
NOT TO SCALE
B3
THRUST BLOCKING
NOT TO SCALE
AutoCAD SHX Text A
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M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
C d
Y O
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C
T F
C
O
T T
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T u e s d a y
A p r i l
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R p a t e l d
N O
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FO
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O N
S
TR
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TI
O
N
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
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I E
S
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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
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
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V
I E
W
C T
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C
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D
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A I L
S
CTF-C-511
AS NOTED
KM MD KM
A
LTF-C-514 LTF-C-514
SECTION A-A
2'-0"
8" THICK 4000 PSI CONCRETE PAD
TOP FLUSH WITH FINISH GRADE
TROWEL EDGE
EXPANSION JOINT
FILLER MATERIAL
2'-0"
VALVE BOX
4"
6"x6" W2.9xW2.9
WELDED WIRE FABRIC
TYPE "C" BEDDING, BROKEN STONE OR WASHED GRAVEL
MEETING REQUIREMENTS OF COURSE AGGREGATE SIZE
NO. 57 COMPACT TO 95% MODIFIED PROCTOR DENSITY
(ASTM D-1557)
FINISHED GRADE
WATER MAIN
2" PVC
4000 PSI CONCRETE PAD AROUND
VALVE BOX
SEE "VALVE BOX PAD DETAIL"
90° BEND
VALVE BOX
90° BEND W/
" DRAIN
HOLE
3000 PSI CONCRETE
THRUST BLOCK
BALL VALVE CURB
STOP
45° ELBOW
2" CORPORATION
ROTATED 45° FROM
BOTTOM OF MAIN
1 CUBIC YARD
" CLEAN STONE
SHUT
1 1/4" SQ.
BODY
6" DIAMETER
36"
3'
MINIMUM
5 1/8"
12" DIAMETER
STANDPIPE
(PAINTED BLACK)
STANDPIPE
(PAINTED RED)
STANDPIPE GROUND LINE
MARK
GROUND LINE OR
FINISHED GRADE
TAMPER SWITCH
(SEE DETAIL A)
PADLOCK PADLOCK
TAMPER
SWITCH
DETAIL A
S
H
U
T
4'Ø PRECAST
MANHOLE
CURB
STOP
4" WATER MAIN
12"W x 12"D CIRCULAR
CONCRETE FOOTING
(TYP)
UNDISTURBED SOIL/COMPACTED FILL PER PROJECT
SPECIFICATIONS
KEYWAY (TYP)
12" COMPACTED CLEAN
STONE
CONSTANT SLOPE
UP TO VALVE
" PER FOOT
DIELECTRIC
UNION
2" CORPORATION
2"Ø COPPER
TUBING TYPE 'K'
2" AIR RELEASE VALVE
W/MIN.
" ORIFICE
1" COPPER DRAIN LINE AND
CHECK VALVE
ADJUST FRAME TO
GRADE W/BRICK
COURSING (2) MAX
WATERTIGHT FRAME
AND COVER W/ LOCKING
COVER
2" ABOVE GRADE
WHERE OUTSIDE PAVED
AREA
M
I N
DEPTH OF COVER
3'-0" MINIMUM
2'-0"
SQUARE
2' X 2' X 8" THICK
CONCRETE PAD
SEE VALVE BOX PAD
DETAIL
TYPE "C" BEDDING, BROKEN STONE OR
WASHED GRAVEL MEETING REQUIREMENTS
OF COURSE AGGREGATE SIZE NO. 57
COMPACT TO 95% MODIFIED PROCTOR
DENSITY (ASTMD-1557).
WATER MAIN
TYPE "C" BEDDING, BROKEN STONE OR
WASHED GRAVEL MEETING REQUIREMENTS
OF COURSE AGGREGATE SIZE NO. 57
TOP OF WATER MAIN
FINISHED GRADE
VALVE BOX WITH COVER
(TO BE MARKED "WATER")
SET TOP FLUSH W/ GRADE SEE
VALVE BOX PAD DETAIL
12"
NOTES:
1. CONDUCT INSTALLATION OF TAPPING SLEEVE AND VALVE UNDER
"WET" CONDITIONS. MAINTAIN EXISTING MAINS IN SERVICE AT ALL TIMES
DURING TAPPING OR INSERTION.
2. CONCRETE THRUST BLOCK UNDER VALVES SHALL HAVE THE
SAME SOIL BEARING AREA AS A 45° ELBOW.
EXISTING 4" ASBESTOS
CEMENT PIPE
PLAN
ELEVATION
MECHANICAL JOINT
TAPPING VALVE
THRUST BLOCK POURED
AGAINST UNDISTURBED
SOIL
MECHANICAL JOINT
TAPPING SLEEVE
THRUST BLOCK POURED
AGAINST UNDISTURBED SOIL
#4 REIN. BAR
MECHANICAL JOINT
TAPPING VALVE
M
I N
4"Ø VENT PIPE
NOTES:
1. REFER TO TBD FOR BOLLARD SPACING DIMENSION.
2. REFER TO TBD OR BOLLARD CONSTRUCTION.
UNDISTURBED SOIL/COMPACTED FILL PER PROJECT
SPECIFICATIONS
UNDISTURBED SOIL/COMPACTED FILL PER
PROJECT SPECIFICATIONS
C1
AIR RELEASE VALVE MANHOLE DETAIL
NOT TO SCALE
A1
VALVE BOX DETAIL
NOT TO SCALE
C3
VALVE BOX PAD DETAIL
NOT TO SCALE
C4
TAPPING SLEEVE AND VALVE DETAIL
NOT TO SCALE
A3
BLOW OFF DETAIL
NOT TO SCALE
A4
POST INDICATOR VALVE
NOT TO SCALE
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
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
EXISTING GRADE
stmurphy stmurphy
M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
C d
Y O
M
E
C
T F
C
O
T T
E D
T u e s d a y
A p r i l
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
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
C T
F
C
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S T
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N
D
E T
A I L
S
CTF-C-512
AS NOTED
KM MD KM
L
'D' DIA.
HOLE
27"
'W'
18"
12"
'C'
'B'
'A'
'H'
RCP CMP CCP 'D' 'A' 'B' 'C' 'H' 'L' 'W'
12" 15" 15" 21" 30" 32" 12" 74" 48" 108"
15" - - 24" 30" 32" 12" 74" 48" 108"
18" - - 27" 30" 32" 12" 74" 48" 108"
21" 24" 24" 30" 30" 32" 12" 74" 48" 108"
24" 27" - 34" 30" 32" 12" 74" 48" 108"
30" 36" - 42" 36" 39" 9" 84" 72" 152"
36" 42" 36" 48" 42" 39" 9" 90" 72" 152"
42" 48" 42" 54" 42" 36" 12" 90" 96" 174"
27" 30" 30" 38" 30" 39" 9" 78" 72" 152"
RCP DRAINAGE PIPE.
SEE SITE PLAN FOR
PIPE ORIENTATION &
SIZE.
48" - - 58" 42" 36" 12" 90" 96" 175"
NOTES:
1. CONCRETE STRENGTH: 4000 PSI MIN. @ 28 DAYS
2. REINFORCING STEEL: CONFORMS TO ASTM A615 & A185
3. 1" CHAMFER ON EXPOSED EDGES.
4. ELEVATION BETWEEN TOP OF WALL AND TOP OF PIPE FOR 24" PIPE
IS 10" AND FOR 48" PIPE IS 5".
18" MIN.
3'
8"
RCP DRAINAGE PIPE
CONCRETE TOE
WALL
UNDISTURBED
SOIL/COMPACTED
FILL PER PROJECT
SPECIFICATIONS
COMPACTED AGGREGATE,
NO. 53, BASE
A
SECTION A VIEW
NOT TO SCALE
FINISHED GRADE
12" MIN.
NOTES:
1. SEWER CLEANOUTS REQUIRED AT ALL
BENDS, CHANGES IN SLOPE AND AT BUILDING EXIT.
2. REFER TO LTF-C-511/2 FOR BEDDING REQUIREMENTS OF HDPE PIPE.
8"x12" PVC WYE
12"
12"
8" HDPE 45° ELBOW
(TYP.)
8" HDPE (TYP.)
12" HDPE (TYP.)
8" HDPE TEE AND/OR
FITTING AS REQUIRED
(TYP.)
8" HDPE PIPE FROM
DOWNSPOUT (TYP.)
8"8"
RIP-RAP
SEE PLAN
HEADWALL BACKFILL
REFER TO MFSB
PLUMBING PLANS FOR
CONTINUATION
A3
HEADWALL DETAIL
NOT TO SCALE
C4
LEADER COLLECTION SYSTEM DETAIL
NOT TO SCALE
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
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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 stmurphy
P-409 LAUNCH TEST FACILITY
NAVAL AIR WEAPONS STATION
NAWS CHINA LAKE, CA
COST: $10,000,000 **
ENGINEER
JACOBS
CONTRACTOR
CONTRACTOR FIRM
ST, LOUIS, MO
CITY AND STATE *
NAVAL FACILITIES ENGINEERING COMMAND
2ND LINE
COMING IN SUMMER xxx **
Supporting the Warfighter
NAVFAC
COMPONENT NAME (i.e. MID-ATLANTIC) ***
P-112 LAUNCH TEST FACILITY
INSTALLATION NAME
"KNOW SAFETY-
NO MISHAPS"
CONTRACTOR FIRM NAME
CITY AND STATE
PROJECT START DATE
DAYS SINCE LAST
LOST TIME ACCIDENT
TOTAL LOST TIME INJURIES
00-00-00
000 0
0 0
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 C
T F
C d
Y O
M
E
C
T F
C
O
T T
E D
T u e s d a y
A p r i l
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
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
C T
F
C
O N
S T
R U
C T
I O
N
D
E T
A I L
S
CTF-C-513
AS NOTED
KM MD KM
4'-0"
GROUND LEVEL
NOTES:
1. PAINT ALL OTHER WOOD SURFACES WITH ONE COAT EXT. PRIMER AND TWO COATS GLOSS WHITE ENAMEL.
2. ALL LETTERING SHALL BE EVENLY SPACED.
3. LETTER STYLE, 'ARIAL', COLOR 'DARK BLUE'. TYPICAL FOR ALL LETTERING.
* -ABBREVIATE STATE
** -CONFIRM USE WITH CONTRACTING OFFICER
*** -VERIFY NAME WITH CONTRACTING OFFICER.
VERIFY W/ CONTRACTING OFFICER IF
PROJECT IS AN ARRA PROJECT. FOR ARRA
PROJECTS, ADD SIGNAGE AT TOP OF SIGN.
MITERED CORNER
4X4 PRESSURE TREATED POST; COLOR:
'DARK BLUE', TYP.
2" LETTERING CENTERED (ITALICIZED)
PAINTED FIELD; COLOR, 'WHITE'
3" LETTERING CENTERED
2" LETTERING CENTERED
2.5" LETTERING CENTERED
(ITALICIZED)
2" LETTERING CENTERED
2" LETTERING CENTERED
PAINTED 3.5" STRIPE; COLOR, 'DARK
BLUE'
2.5" LETTERING
CENTERED
9.5"x11.25" NAVFAC LOGO AVAIL:
https://portal.navfac.navy.mil/ portal/page?_pageid=
181,3465071&_dad=portal&_ schema=PORTAL
PAINTED 3.5" STRIPE;
COLOR, 'DARK BLUE'
PAINTED 3.5" STRIPE;
COLOR, 'DARK BLUE'
PAINTED FIELD;
COLOR, 'WHITE'
2.5" LETTERING
CENTERED
4x4 PRESSURE
TREATED POST
BEYOND; COLOR:
'WHITE'
GROUND LEVELGROUND LEVEL
4'-0"
3" 3" 3"
3" DARK BLUE LETTERING,
CENTERED
2'-4
GREEN FIRST AID LOGO
" HDO PLYWOOD
PAINTED GLOSS WHITE
3" DARK BLUE LETTERING,
RIGHT JUSTIFIED
REPLACEABLE NUMBERS MOUNTED ON
WHITE ALUMINUM PLATE
1 2
1 2
1 2
1 2
1 2
1 2
" DARK BLUE LETTERING,
LEFT JUSTIFIED
4x4 PRESSURE TREATED POSTS
COLOR: WHITE
NOTES:
1. PAINT ALL OTHER WOOD SURFACES WITH ONE COAT EXT. PRIMER AND TWO COATS GLOSS WHITE ENAMEL.
2. ALL LETTERING SHALL BE EVENLY SPACED.
3. LETTER STYLE, 'ARIAL', COLOR 'DARK BLUE'. TYPICAL FOR ALL LETTERING.
* -ABBREVIATE STATE
** -CONFIRM USE WITH CONTRACTING OFFICER
*** -VERIFY NAME WITH CONTRACTING OFFICER.
A1
PROJECT SAFETY PERFORMANCE SIGNBOARD
SCALE: 3/4" = 1'-0"
A4
PROJECT IDENTIFICATION SIGNBOARD
SCALE: 3/4" = 1'-0"
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
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy stmurphy
M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
C d
Y O
M
E
C
T F
C
O
T T
E D
T u e s d a y
A p r i l
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
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
C T
F
C
O N
S T
R U
C T
I O
N
D
E T
A I L
S
CTF-C-514
AS NOTED
KM MD KM
SCALE: 3"=1'-0"
PLAN SECTION
SCALE: 3"=1'-0"
SECTION AT TOP
FRONT BACK
NOT TO SCALE
ISO VIEW
SCALE: 1/2"=1'-0"
NOTES:
1. POSTS AND BRACES SHALL BE PRESSURE TREATED.
2. ALL FASTENERS SHALL BE ZINC COATED.
3. BRACING IS REQUIRED IN ALL SOIL CONDITIONS AND
HIGH WIND ENVIRONMENTS.
TOP VIEW
SCALE: 1/2"=1'-0"
SIDE VIEW
SECTION AT RENDERING FRAME
FRONT
BACK
4"x4" PRESSURE TREATED POST; COLOR:
'WHITE', TYP. ***NOTE POSITION OF POST
BEHIND SIGNBOARD***
10 PENNY GALVANIZED FINISHING NAILS AT 8"
O.C. VERTICALLY; TOE NAIL BLUE POST, FLUSH
NAIL WHITE POST
BRACE BEYOND
3" WOOD SCREWS, BRACE TO POST
1" DEEP ROUTED GROOVE, 3/4"
WIDE
4"x4" PRESSURE TREATED
POST; COLOR: 'DARK BLUE', 4
SIDES
3/4" PLYWOOD PANEL
CAP ABOVE
ARRA ADDITIONAL SIGN- REFER TO PLATES 8
AND 9 FOR SIGNAGE AND DETAILS
4"x4" PRESSURE TREATED CAP; COLOR: 'DARK
BLUE', 4 SIDES
1" DEEP ROUTED GROOVE, 3/4" WIDE
10 PENNY GALVANIZED FINISHING NAILS AT 8"
O.C. HORIZONTALLY, TOE NAILED
45° CHAMFER WHITE POST BEHIND SIGN
NOTE LOCATION OF POST BEHIND SIGN BOARD
POST BEYOND
2"x6" PRESSURE TREATED
BRACE
3/4" BOLT EACH BRACE
4"x4" PRESSURE TREATED CAP, ABOVE
4"x4" PRESSURE TREATED POST;
COLOR: 'WHITE', TYP. ***NOTE
POSITION OF POST BEHIND
SIGNBOARD***
3/4" PLYWOOD
4"x4" PRESSURE TREATED POST;
COLOR: 'DARK BLUE', TYP.
VERIFY W/ CONTRACTING OFFICER IF
PROJECT IS AN ARRA PROJECT. FOR
ARRA PROJECTS, ADD SIGNAGE AT TOP
OF SIGN. SEE PLATES 8 AND 9 FOR
SIGNAGE AND DETAILS.
4"x4" PRESSURE TREATED CAP;
COLOR: 'DARK BLUE', TYP.
4"x4" PRESSURE TREATED POST;
COLOR: 'WHITE', TYP. ***NOTE
POSITION OF POST BEHIND
SIGNBOARD***
4"x4" PRESSURE TREATED POST
BEYOND; COLOR: 'DARK BLUE', TYP.
3" WOOD SCREWS
2"x6" PRESSURE TREATED BRACE
3/4" BOLT EACH BRACE
2"x4" PRESSURE TREATED BRACE
4"x4" PRESSURE TREATED POST; BEYOND
3/4" PLYWOOD PANEL
SLOPE TOP AT SILL
3/4"x1-1/2" WOOD TRIM SET IN BED OF
SEALANT; COLOR, 'DARK BLUE'
1-1/4" WOOD SCREW, AS NEEDED
CAULK, ALL AROUND
4"x4" PRESSURE TREATED POST; BEYOND
3/16" PLEXIGLASS
CAULK, ALL AROUND
SLOPE TOP AT SILL
1-1/4" WOOD SCREW, AS NEEDED
3/4"x1-1/2" WOOD TRIM SET IN BED OF
SEALANT; COLOR, 'DARK BLUE'
3/4" PLYWOOD PANEL
B1
PROJECT IDENTIFICATION SIGNBOARD SUPPORT DETAILS
SCALE: AS SHOWN
A1
PROJECT IDENTIFICATION SIGNBOARD SECTION
SCALE: 6"=1'-0"
B4
PROJECT…
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