20190301_P-1018_Final_Design_Drawings_Volume_1_(AFLD)_Set-2A.pdf
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8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00
10" PVC WATER PIPE
EXISTING GROUND
FINISHED GROUND
10" PVC WATER PIPE
BEND 3
INV EL 15.67
BEND 4
INV EL 15.81
BEND 5
INV EL 17.15
TEE 1
INV EL 15.69
TEE 2
INV EL 15.76
TEE 3
INV EL 15.93
TEE 4
INV EL 17.12
10" P
V C
W A
T E
R P
IP
E
10" PVC WATER PIPE
10" PVC WATER PIPE
10" PVC WATER PIPE
10" PVC WATER PIPE
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
EXISTING GROUND
FINISHED GROUND
CONNECT TO
EXISTING INV TYP.
10" PVC WATER PIPE
BEND 2
INV EL 16.64
10" PVC W
ATER PIPE
FITTING - (16)
INV EL 18.19
PROFILE - P1018 WATER ALIGNMENT
H: 1"=30'
V: 1"=3'
ASPHALT AND SHOULDER PAVEMENT
4" OF HMA
24" OF COMPACTED SUBGRADE.
AIRFIELD PCC PAVEMENT. SEE
TYPICAL SECTIONS ON SHEET C-301.
CEMENT TREATED BASE. SEE
TYPICAL SECTIONS ON SHEET C-301.
LEGEND
C1
PROFILE - P1018 WATER ALIGNMENT
H: 1"=30'
V: 1"=3'
A1
W A
TE
R
P
IP
E P
R O
FI
LE
S
CU207
F I L E
N
A M
E
C p w w o r k i n g w e s t d P
C
U C
U d w g
Y O
U T
M
E
C
U
P
O
T T
E D
S a t u r d a y
M a r c h
C M
V B
I R
F I E
D
M
P R
O V
E M
E N
T S
N A
V B
A S
E
C
O R
O N
A D
O
C
A
N A
V A
L
B
A S
E C
O R
O N
A D
O
C
A L
I F
O R
N I A
1389898
N62473-16-D-1850
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
S
O U
T H
W E
S T
S A
N
D
I E
G O
C A
L I F
O R
N I A
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
F
T
H
V
Y
A
B
C
D
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
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
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 04 MAR 2019
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
412 E PARKCENTER BLVD
SUITE 100
BOISE, ID 83706
(208) 387-7000
AS SHOWN
M A
T C
H L
I N
E
C
O N
T I N
U E
D
B
E L
O W
M A
T C
H L
I N
E
C
O N
T I N
U E
D
A
B O
V E
M A
T C
H L
I N
E
S
E
C
BAS BAS TJR
18285351
SEAL
W A
TE
R
P
IP
E P
R O
FI
LE
S
N A
V B
A S
E
C
O R
O N
A D
O
C
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50
10" PVC WATER PIPE
EXISTING GROUND
CONNECT TO
EXISTING
10" PVC WATER PIPE 10" PVC WATER PIPE
TEE 6
INV EL 17.12
TEE 7
INV EL 16.99
TEE 8
INV EL 17.00
10" PVC WATER PIPE
PROFILE - P1018 WATER ALIGNMENT
H: 1"=30'
V: 1"=3'
C1
EXISTING GROUND
FINISHED GROUND
10" P
VC W
ATER PIPE
10" PVC WATER PIPE
10" PVC WATER PIPE
10" PVC WATER PIPE
10" PVC WATER PIPE
TEE 9
INV EL 16.03
TEE 10
INV EL 16.55
TEE 11
INV EL 16.54
BEND 7
INV EL 16.10
TEE 3
INV EL 15.93
TEE 7
INV EL 16.99
0+00
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00
PROFILE - P1018 WATER ALIGNMENT 2
H: 1"=30'
V: 1"=3'
A1
W A
TE
R
P
IP
E P
R O
FI
LE
S
CU208
F I
M
E
C p w w o r k i n g w e s t d P
C
U C
U d
Y O
M
E
C
U
O
T T
E D
F r i d a y
M a r c h
C M
V
R
F I E
P R
O V
E M
E N
T S
N A
V B
A S
E
C
O R
O N
A D
O
C
A
N A
V A
L
B
A S
E C
O R
O N
A D
O
C
A L
I F
O R
N I A
1389898
N62473-16-D-1850
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
U
T H
W E
S T
S A
N
D
I E
G O
C A
L I F
O R
N I A
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
T
V
Y
A
B
C
D
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
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
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 04 MAR 2019
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
412 E PARKCENTER BLVD
SUITE 100
BOISE, ID 83706
(208) 387-7000
AS SHOWN
M A
T C
H L
I N
E
S
E
BAS BAS TJR
18285350
SEAL
W A
TE
R
P
IP
E P
R O
FI
LE
S
N A
V B
A S
E
C
O R
O N
A D
O
C
SD LINE 'A' STRUCTURE TABLE
STRUCTURE ID
A1
A2
A3
A4
A5
A6
A6.1
A6.2
A7
A8
A9
VS1
TYPE
72"-MH
72"-MH
72"-MH
72"-MH
72"-HD-MH
76"-HD-CB
48"-HD-CB
48"-HD-CB
48"-HD-MH
48"-HD-MH
48"-FT-HD-CB
VORTEX SEPARATOR
NORTHING
1839351.48
1839392.49
1839304.45
1839204.83
1839157.20
1839104.39
1838991.17
1838961.59
1839046.85
1838896.61
1838855.08
1839163.26
EASTING
6267693.33
6267859.81
6267908.59
6267963.78
6267877.82
6267907.07
6267969.80
6268043.23
6267803.21
6267531.97
6267554.98
6267888.75
RIM
21.67
22.25
23.21
21.75
21.32
20.75
21.21
20.50
20.68
20.68
20.25
21.38
CONNECTED PIPES
36" IN (E) = 11.79
12" IN (W) = 14.35
36" OUT (N) = 8.80
36" IN (SE) = 12.06
36" OUT (W) = 11.96
36" IN (SE) = 12.26
12" IN (E) = 17.51
36" OUT (NW) = 12.16
36" IN (SW) = 12.47
36" OUT (NW) = 12.37
36" IN (SE) = 12.77
36" OUT (NE) = 12.67
30" IN (SW) = 13.33
14" IN (SE) = 14.66
36" OUT (NW) = 12.83
12" IN (E) = 15.07
15" IN (NE) = 14.82
14" OUT (NW) = 14.91
12" OUT (W) = 15.39
30" IN (SW) = 13.54
30" OUT (NE) = 13.44
30" IN (SE) = 13.96
30" OUT (NE) = 13.86
30" OUT (NW) = 14.00
36" IN (SW) = 12.65
36" OUT (NE) = 12.55
SD LINE 'B' STRUCTURE TABLE
STRUCTURE ID
B1
B2
TYPE
48"-HD-MH
48"-HD-CB
NORTHING
1838742.33
1838802.55
EASTING
6268169.19
6268168.04
RIM
21.01
20.10
CONNECTED PIPES
15" IN (N) = 15.01
18" OUT (NE) = 14.76
15" OUT (S) = 15.61
SD LINE 'A' PIPE TABLE
PIPE ID
A1-A2
A1-EX
A2-A3
A3-A4
A4-VS1
A5-A6
A6-A6.1
A6-A7
A6.1-A6.2
A7-A8
A8-A9
EX-A1
EX-A3
EX-A6.1
VS1-A5
DIAMETER
36"
36"
36"
36"
36"
36"
14"
30"
12"
30"
30"
12"
12"
15"
36"
MATERIAL
HDPE
RCP
HDPE
HDPE
HDPE
HDPE
HDPE
CLASS V RCP
HDPE
CLASS V RCP
CLASS V RCP
RCP
RCP
RCP
HDPE
LENGTH
167.5'
263.1'
96.7'
109.9'
79.8'
56.4'
125.4'
114.7'
73.8'
306.1'
43.5'
138.6'
122.6'
224.7'
6.5'
START INV.
11.96'
8.80'
12.16'
12.37'
12.55'
12.83'
14.91'
13.44'
15.39'
13.86'
14.00'
14.91'
18.01'
15.73'
12.67'
END INV.
11.79'
7.34'
12.06'
12.26'
12.47'
12.77'
14.66'
13.33'
15.07'
13.54'
13.96'
14.35'
17.51'
14.82'
12.65'
SLOPE
0.10%
0.55%
0.10%
0.10%
0.10%
0.10%
0.19%
0.10%
0.40%
0.10%
0.10%
0.40%
0.40%
0.40%
0.10%
START N
1839392.49
1839351.48
1839304.45
1839204.83
1839163.26
1839104.39
1838991.17
1839046.85
1838961.59
1838896.61
1838855.08
1839321.32
1839329.53
1839106.48
1839157.20
START E
6267859.81
6267693.33
6267908.59
6267963.78
6267888.75
6267907.07
6267969.80
6267803.21
6268043.23
6267531.97
6267554.98
6267556.02
6268030.66
6268165.02
6267877.82
END N
1839351.48
1839608.70
1839392.49
1839304.45
1839204.83
1839157.20
1839104.39
1839104.39
1838991.17
1839046.85
1838896.61
1839351.48
1839304.45
1838991.17
1839163.26
END E
6267693.33
6267629.01
6267859.81
6267908.59
6267963.78
6267877.82
6267907.07
6267907.07
6267969.80
6267803.21
6267531.97
6267693.33
6267908.59
6267969.80
6267888.75
SD LINE 'B' PIPE TABLE
PIPE ID
B1-B2
B1-EX
DIAMETER
15"
18"
MATERIAL
CLASS V RCP
RCP
LENGTH
55.6'
128.4'
START INV.
15.61'
14.76'
END INV.
15.01'
14.42'
SLOPE
1.00%
0.26%
START N
1838802.55
1838742.33
START E
6268168.04
6268169.19
END N
1838742.33
1838808.04
END E
6268169.19
6268281.78
SD LINE 'C' STRUCTURE TABLE
STRUCTURE ID
C1
C2
C3
C4.1
TYPE
96"-HD-MH
96"-HD-MH
96"-HD-MH
72"-HD-MH
NORTHING
1838399.43
1838298.37
1838232.85
1838114.98
EASTING
6267204.70
6267696.49
6268015.35
6267644.64
RIM
21.19
23.56
24.94
23.87
CONNECTED PIPES
60" IN (E) = 9.17
54" OUT (NW) = 9.67
54" IN (E) = 10.68
42" IN (S) = 11.68
60" OUT (W) = 10.18
54" IN (E) = 12.08
54" OUT (W) = 11.98
42" IN (S) = 12.15
42" OUT (N) = 12.06
STRUCTURE TYPE NOTES:
##"-FT-HD-XX
CB: PROVIDE GRATED LID
MH: PROVIDE SOLID LID
MANHOLE DIAMETER
IF HD: PROVIDE HEAVY DUTY MANHOLE. LOADING
REQUIREMENTS PER SPEC 33 40 00.
IF NO HD: PROVIDE HS-20 RATED MANHOLE.
IF FT: PROVIDE PRECAST FLAT TOP MANHOLE
PER DETAIL A1 ON SHEET C-511.
IF NO FT: PROVIDE PRECAST ECCENTRIC
MANHOLE PER DETAIL C3 ON SHEET C-511.
VORTEX SEPARATOR:
PROVIDE CONTECH CONTINUOUS DEFLECTIVE
SEPARATION (CDS) VORTEX SEPARATOR OR
APPROVED EQUAL CAPABLE OF TREATING 3.5 CFS TO
75 MICRONS.
SD LINE 'C' PIPE TABLE
PIPE ID
C1-C2
C2-C2.1
C2-C3
C5-EX
EX-C2.1
EX-C3
DIAMETER
60"
42"
54"
54"
42"
54"
MATERIAL
CLASS V RCP
CLASS V RCP
CLASS V RCP
RCP
RCP
RCP
LENGTH
494.1'
182.6'
317.5'
336.4'
169.9'
300.1'
START INV.
10.18'
12.06'
11.98'
9.67'
12.50'
12.96'
END INV.
9.17'
11.68'
10.68'
9.02'
12.15'
12.08'
SLOPE
0.20%
0.20%
0.40%
0.19%
0.20%
0.29%
START N
1838298.37
1838114.98
1838232.85
1838399.43
1837942.93
1838328.15
START E
6267696.49
6267644.64
6268015.35
6267204.70
6267670.19
6268304.13
END N
1838399.43
1838298.37
1838298.37
1838548.58
1838114.98
1838232.85
END E
6267204.70
6267696.49
6267696.49
6266898.76
6267644.64
6268015.35
P1018 SANITARY SEWER STRUCTURE TABLE
STRUCTURE ID
SS1
SS2
SS3
SS4
SS5
SS6
SS7
TYPE
48"-MH
48"-MH
48"-MH
48"-MH
48"-MH
48"-MH
48"-MH
NORTHING
1839199.75
1839252.88
1839306.16
1839349.21
1839391.07
1839223.38
1839199.85
EASTING
6267110.93
6267326.64
6267542.95
6267717.78
6267887.62
6267981.59
6267937.05
RIM
22.57
21.82
21.42
22.06
22.42
21.95
21.82
CONNECTED PIPES
18" IN (N) = 14.30
18" OUT (E) = 13.49
18" IN (W) = 12.38
18" OUT (E) = 12.28
18" IN (W) = 11.17
18" OUT (E) = 11.07
18" IN (W) = 10.17
18" OUT (E) = 10.07
18" IN (W) = 9.21
18" OUT (SE) = 9.11
18" IN (NW) = 8.15
18" IN (SW) = 8.07
18" OUT (NE) = 8.07
18" IN (SW) = 8.22
18" OUT (NE) = 8.22
4" IN (NW) = 18.14
P1018 SANITARY SEWER PIPE TABLE
PIPE ID
SS1-SS2
SS2-SS3
SS3-SS4
SS4-SS5
SS5-SS6
SS12-SS13
SS12-SS14
DIAMETER
18"
18"
18"
18"
18"
4"
12"
MATERIAL
PVC Pipe
PVC Pipe
PVC Pipe
PVC Pipe
PVC Pipe
PVC Pipe
PVC Pipe
LENGTH
218.2'
218.8'
176.1'
170.9'
188.2'
24.6'
11.3'
START INV.
13.49'
12.28'
11.07'
10.07'
9.11'
18.67'
17.56'
END INV.
12.38'
11.17'
10.17'
9.21'
8.15'
18.14'
17.43'
SLOPE
0.50%
0.50%
0.50%
0.49%
0.50%
2.00%
1.00%
START N
1839199.75
1839252.88
1839306.16
1839349.21
1839391.07
1838879.09
1838855.75
START E
6267110.93
6267326.64
6267542.95
6267717.78
6267887.62
6268199.46
6268212.27
END N
1839252.88
1839306.16
1839349.21
1839391.07
1839223.38
1838855.75
1838849.11
END E
6267326.64
6267542.95
6267717.78
6267887.62
6267981.59
6268212.27
6268200.73
INDUSTRIAL WASTE STRUCTURE TABLE
STRUCTURE ID
INW1
INW2
INW3
INW4
INW5
INW6
INW7
TYPE
48"-HD-MH
48"-HD-MH
48"-HD-MH
48"-HD-MH
48"-HD-MH
48"-HD-MH
48"-HD-MH
NORTHING
1838814.98
1838728.15
1838567.94
1838417.01
1838266.03
1838038.75
1838044.60
EASTING
6268189.18
6268240.82
6268331.49
6268063.01
6267794.55
6267729.23
6267706.09
RIM
20.50
20.89
22.57
23.98
24.04
24.39
24.27
CONNECTED PIPES
6" IN (SW) = 9.14
18" OUT (SE) = 8.14
18" IN (NW) = 7.21
18" OUT (SE) = 7.01
18" OUT (NE) = 7.21
18" IN (NW) = 6.75
18" OUT (SW) = 6.55
18" IN (NE) = 6.12
18" OUT (SW) = 6.02
18" IN (NE) = 5.59
18" OUT (S) = 5.49
18" IN (N) = 5.16
18" OUT (W) = 4.96
18" IN (E) = 4.93
INDUSTRIAL WASTE PIPE TABLE
PIPE ID
INW1-INW2
INW2-INW3
INW3-INW4
INW4-INW5
INW5-INW6
INW6-INW7
DIAMETER
18"
18"
18"
18"
18"
18"
MATERIAL
CLASS V
CLASS V
CLASS V
CLASS V
CLASS V
CLASS V
LENGTH
97.0'
180.1'
304.0'
304.0'
232.5'
19.9'
START INV.
8.14'
7.01'
6.55'
6.02'
5.49'
4.96'
END INV.
7.21'
6.75'
6.12'
5.59'
5.16'
4.93'
SLOPE
0.92%
0.14%
0.14%
0.14%
0.14%
0.14%
START N
1838814.98
1838728.15
1838567.94
1838417.01
1838266.03
1838038.75
START E
6268189.18
6268240.82
6268331.49
6268063.01
6267794.55
6267729.23
END N
1838728.15
1838567.94
1838417.01
1838266.03
1838038.75
1838044.60
END E
6268240.82
6268331.49
6268063.01
6267794.55
6267729.23
6267706.09
U
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TU
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A B
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CU209
F I
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C p w w o r k i n g w e s t d P
C
U C
U d
Y O
M
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C
U
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T T
E D
F r i d a y
M a r c h
C M
V
R
F I E
P R
O V
E M
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T S
N A
V B
A S
E
C
O R
O N
A D
O
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A
N A
V A
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B
A S
E C
O R
O N
A D
O
C
A L
I F
O R
N I A
1389898
N62473-16-D-1850
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
U
T H
W E
S T
S A
N
D
I E
G O
C A
L I F
O R
N I A
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
T
V
Y
A
B
C
D
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
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
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 04 MAR 2019
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
412 E PARKCENTER BLVD
SUITE 100
BOISE, ID 83706
(208) 387-7000
AS SHOWN
BAS BAS TJR
18285352
C3
TAXIWAY L ADJACENT TO NEW APRON PAVEMENT
NOT TO SCALE
FINISHED SURFACE ELEVATION
TAXIWAY SHOULDER
VARIABLE WIDTH
~10'
6" CEMENT TREATED BASE
A1
HELIPAD PAVING ADJACENT TO PCC
NOT TO SCALE
TAXIWAY L
100'
RETAIN AND
PROTECT EXISTING
5' VALLEY GUTTER
FIELD MOLDED THICKENED
EDGE EXPANSION JOINT SEALANT.
SEE DETAIL A4 ON SHEET C-503.
1:1 SLOPE
FINISHED SURFACE ELEVATION -
SEE SPOT ELEVATION PLANS
2'
TAPER SLAB TO MATCH EXISTING
PCC OVER ONE FULL SLAB WIDTH
FINISHED SURFACE ELEVATION
TAXIWAY SHOULDER
VARIABLE WIDTH
~10'
6" CEMENT TREATED BASE
TAXIWAY L
100'
RETAIN AND
PROTECT EXISTING
5' VALLEY GUTTER
DOWELED
CONSTRUCTION JOINT.
SEE DETAIL A1 ON
SHEET C-502.
C1
TAXIWAY L ADJACENT TO EXISTING APRON PAVEMENT
NOT TO SCALE
2'
1:1 SLOPE
TAPER SLAB TO MATCH EXISTING
PCC OVER ONE FULL SLAB WIDTH
TAXIWAY L EDGE TO APRON 5
~25'. SEE PAVING PLANS.
BUTT JOINT. SEE DETAIL A5
ON SHEET C-502
FINISHED SURFACE ELEVATION
A3
ACCESS APRON/WASH RACK PAVEMENT SECTION
NOT TO SCALE
FINISHED
SURFACE
ELEVATION
A5
APRON 3 PAVEMENT SECTION
NOT TO SCALE
BUTT JOINT. SEE DETAIL A5
ON SHEET C-502
DOWELED CONSTRUCTION
JOINT (NEW TO NEW).
SEE DETAIL A1 ON
SHEET C-502.
0.5%
TO
1.5%
13" PCC PAVEMENT
EXISTING BASE / SUBBASE /
SUBGRADE TO REMAIN
T O
NOTES:
1. 4" HMA MUST BE PLACED IN 2 - 2" LIFTS. APPLY BITUMINOUS TACK
COAT BETWEEN LIFTS.
12" CEMENT
TREATED BASE
24" COMPACTED
SUBGRADE
24" COMPACTED
SUBGRADE
0.5%
TO
1.5%
EXISTING PCC
PAVEMENT TO REMAIN
EXISTING BASE / SUBBASE /
SUBGRADE TO REMAIN
8" PCC
8" CEMENT
TREATED BASE
24" COMPACTED
SUBGRADE
0.5
T O
.5
0.5%
TO
1.5%
13" PCC PAVEMENT
EXISTING BASE / SUBBASE /
SUBGRADE TO REMAIN
T O
NOTES:
1. 4" HMA MUST BE PLACED IN 2 - 2" LIFTS. APPLY BITUMINOUS TACK
COAT BETWEEN LIFTS.
12" CEMENT
TREATED BASE
24" COMPACTED
SUBGRADE
0.5
T O
.5
EXISTING 8" OF PCC
8" PCC PAVEMENT
24" COMPACTED
SUBGRADE
6" CEMENT TREATED
BASE
EXISTING BASE / SUBBASE /
SUBGRADE TO REMAIN
BASE BID: 8" PCC PAVEMENT
BID OPTION: 11" PCC PAVEMENT
24" COMPACTED
SUBGRADE
BASE BID: 6" CEMENT TREATED BASE
BID OPTION: 12" CEMENT TREATED BASE
EXISTING BASE / SUBBASE /
SUBGRADE TO REMAIN
2'
1:1 SLOPE
BASE BID. PROVIDE THICKENED
EDGE ON APRON SIDE ONLY
BID OPTION. PROVIDE THICKENED
EDGE ON APRON SIDE AND TAPER
TO MATCH THICKNESS OVER ONE
SLAB ON TAXIWAY SIDE
APRON 3 PAVEMENT
SECTION SEE DETAIL
A5 THIS SHEET
2'
2'
2'
4" HMA SHOULDER PAVEMENT
(2)-2" LIFTS WITH TACK COAT
4" HMA SHOULDER PAVEMENT
(2)-2" LIFTS WITH TACK COAT
APPLY TWO COATS OF
BITUMINOUS PRIME COAT OR A
CURING COMPOUND AS BOND
BREAKER
APPLY TWO COATS OF
BITUMINOUS PRIME COAT OR A
CURING COMPOUND AS BOND
BREAKER
APPLY TWO COATS OF
BITUMINOUS PRIME COAT OR A
CURING COMPOUND AS BOND
BREAKER
APPLY TWO COATS OF
BITUMINOUS PRIME COAT OR A
CURING COMPOUND AS BOND
BREAKER
APPLY TWO COATS OF
BITUMINOUS PRIME COAT OR A
CURING COMPOUND AS BOND
BREAKER
F I
M
E
C p w w o r k i n g w e s t d P
C d
Y O
M
E
C
O
T T
E D
F r i d a y
M a r c h
C M
V
R
F I E
P R
O V
E M
E N
T S
N A
V B
A S
E
C
O R
O N
A D
O
C
A
N A
V A
L
B
A S
E C
O R
O N
A D
O
C
A L
I F
O R
N I A
1389898
N62473-16-D-1850
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
U
T H
W E
S T
S A
N
D
I E
G O
C A
L I F
O R
N I A
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
T
V
Y
A
B
C
D
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
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
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 04 MAR 2019
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
412 E PARKCENTER BLVD
SUITE 100
BOISE, ID 83706
(208) 387-7000
AS SHOWN
TY
P
IC
A
L S
E C
TI
O
N S
C-301
BJF JRT JCB
18285353
1:1 SLOPE
C1
PCC PAVING ADJACENT TO EXISTING AC
NOT TO SCALE
FINISHED SURFACE ELEVATION
2'
1:1 SLOPE
C3
PCC PAVING ADJACENT TO EXISTING PCC
NOT TO SCALE
FINISHED SURFACE ELEVATION
2'
TAPER SLAB TO MATCH EXISTING
PCC OVER ONE FULL SLAB WIDTH
A1
HANGAR ACCESS APRON/WASH RACK PAVING ADJACENT TO APRON 3 PAVING
NOT TO SCALE
FINISHED SURFACE ELEVATION
APRON 3 PAVEMENT SECTION
SEE DETAIL A5 ON SHEET C-301
BUTT JOINT. SEE DETAIL A5
ON SHEET C-502
DOWELED CONSTRUCTION
JOINT (NEW TO EXISTING).
SEE DETAIL A2 ON
SHEET C-502.
ACCESS APRON/WASH RACK PAVEMENT
SECTION SEE DETAIL A3 ON SHEET C-301
SLIP JOINT OR THICKENED
EDGE PER PLAN.
SEE DETAILS ON SHEET C-502.
0.5%
TO
1.5%
EXISTING BASE / SUBBASE /
SUBGRADE TO REMAIN
PCC PAVEMENT
CEMENT TREATED
BASE
24" COMPACTED
SUBGRADE
NOTES:
1. SEE DETAILS ON SHEET C-301 FOR PAVEMENT THICKNESSES.
0.5%
TO
1.5%
EXISTING PCC (DEPTH VARIES)
PAVEMENT TO REMAIN
EXISTING BASE / SUBBASE /
SUBGRADE TO REMAIN
24" COMPACTED
SUBGRADE
PCC PAVEMENT
CEMENT TREATED
BASE
EXISTING BASE / SUBBASE /
SUBGRADE TO REMAIN
NOTES:
1. SEE DETAILS ON SHEET C-301 FOR PAVEMENT THICKNESSES.
BASE BID. PROVIDE SLIP JOINT
PER DETAIL B1 ON SHEET C-502
BID OPTION. PROVIDE THICKENED
EDGE ON ACCESS APRON SIDE
ONLY
EXISTING
AC PAVEMENT
2'
PER PLAN
FULL DEPTH SAWCUT BEYOND PCC
PAVING LIMITS AND PAVE BACK WITH
NEW ASPHALT (WIDTH PER PLAN)
4" HMA SHOULDER PAVEMENT
(2)-2" LIFTS WITH TACK COAT
6" CEMENT TREATED BASE
1:1 SLOPE
A3
TAXIWAY L PCC PAVING ADJACENT TO EXISTING TAXIWAY L AC
NOT TO SCALE
FINISHED SURFACE ELEVATION
2'
EXISTING BASE / SUBBASE /
SUBGRADE TO REMAIN
PCC PAVEMENT
CEMENT TREATED
BASE
24" COMPACTED
SUBGRADE
NOTES:
1. SEE DETAILS ON SHEET C-301 FOR TAXIWAY PCC PAVEMENT
THICKNESS.
EXISTING
AC PAVEMENT
25'
FULL DEPTH SAWCUT BEYOND PCC
PAVING LIMITS AND PAVE BACK WITH
TACK COAT AND NEW ASPHALT
7" HMA TAXIWAY PAVEMENT
(2)-2" LIFTS ON (1)-3" LIFT WITH TACK COAT
BETWEEN LIFTS
8" CEMENT TREATED BASE MIN
FIELD MOLDED THICKENED
EDGE EXPANSION JOINT SEALANT.
SEE DETAIL A4 ON SHEET C-503.
PROVIDE THICKENED EDGE
EXPANSION JOINT. SEE DETAIL
A3 ON SHEET C-502
DOWEL
APPLY TWO COATS OF
BITUMINOUS PRIME COAT OR A
CURING COMPOUND AS BOND
BREAKER
F I
M
E
C p w w o r k i n g w e s t d P
C d
Y O
M
E
C
O
T T
E D
F r i d a y
M a r c h
C M
V
R
F I E
P R
O V
E M
E N
T S
N A
V B
A S
E
C
O R
O N
A D
O
C
A
N A
V A
L
B
A S
E C
O R
O N
A D
O
C
A L
I F
O R
N I A
1389898
N62473-16-D-1850
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
U
T H
W E
S T
S A
N
D
I E
G O
C A
L I F
O R
N I A
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
T
V
Y
A
B
C
D
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
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
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 04 MAR 2019
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
412 E PARKCENTER BLVD
SUITE 100
BOISE, ID 83706
(208) 387-7000
AS SHOWN
TY
P
IC
A
L S
E C
TI
O
N S
C-302
BJF JRT JCB
18285354
C4
OFFSET SAWCUT
NOT TO SCALE
EXISTING JOINT (TYP.)
TRANSITION OFFSET
CUT ACROSS ONE
FULL SLAB WIDTH
MATCH EXISTING JOINT
LOCATIONS (TYP.)
TRANSITION OFFSET CUT
ACROSS ONE FULL SLAB WIDTH
2" - SEE NOTE 1
24"±1"
(TYP.)
24"±1"
(TYP.)
2" - SEE NOTE 1
NOTES:
1. OFFSET FULL-DEPTH SAWCUT 2" (UNLESS OTHERWISE SPECIFIED IN
PLANS) FROM EXISTING JOINT LOCATION INTO SLAB TO REMAIN.
2. ALWAYS TRANSITION OFFSET FULL-DEPTH SAWCUT OVER A FULL SLAB
LENGTH AND TIE INTO EXISTING JOINT LOCATIONS.
3. WALK ALL CONCRETE TIE IN LOCATIONS WITH THE GOVERNMENT TO
CATALOG EXISTING PAVEMENT DISTRESS. SAWCUT PER THIS DETAIL TO
PROVIDE A CLEAN JOINT FACE AT PAVEMENT BOUNDARY.
4. LEAVE STRIP OF PAVEMENT IN PLACE UNTIL JUST BEFORE CONCRETE
PLACEMENT ACTIVITIES IN THAT AREA HAVE COMMENCED.
EXISTING SLABS
TO BE REMOVED
EXISTING SLABS
TO REMAIN
12" MIN.
SEE NOTE 1
BOTTOM OF
EXISTING
PAVEMENT
EXISTING PCC
PAVEMENT TO REMAIN
REMOVAL AREAS
CONSTRUCTION OR
CONTRACTION JOINT
(INITIAL SAWCUT LOCATION)
EXISTING BASE
COURSE TO REMAIN
C3
PAVEMENT REMOVAL
NOT TO SCALE
NOTES:
1. THE AREA ADJACENT TO THE EXISTING PAVEMENT TO REMAIN MUST BE
EXCAVATED SUCH THAT THE MATERIAL UNDERNEATH THE EXISTING
PAVEMENT DOES NOT GET REMOVED OR ERODE, UNDERMINING THE
PAVEMENT STRUCTURE. THE CONTRACTING OFFICER MUST INSPECT
THE EXISTING PAVEMENT EDGE AND PROVIDE APPROVAL TO THE
CONTRACTOR FOR PLACING NEW MATERIAL.
2. REMOVE THIS SECTION OF THE EXISTING BASE COURSE WITHIN 24
HOURS OF PLACEMENT OF NEW PCC.
C1
REMOVAL OF EXISTING PAVEMENT
NOT TO SCALE
T
T
T
= THICKNESS OF PAVEMENT
THAT WILL BE REMOVED
(VARIABLE)
T
= THICKNESS OF
BASE/SUBBASE/SUBGRADE
THAT WILL BE REMOVED - SEE
NOTE 1
24"±1"
INITIAL FULL DEPTH
DIAMOND SAWCUT
SEE DETAIL C3 - THIS SHEET
1:1 SLOPE
SECOND FULL DEPTH SAWCUT WITH MINIMUM 1 1/2' WIDE KERF. KEEP
CONCRETE STRIP IN PLACE UNTIL JUST BEFORE CONCRETE PAVING
OPERATIONS BEGIN IN THIS AREA.
REMOVE PCC PAVEMENT,
BASE COURSE AND SUBGRADE
EXISTING BASE / SUBBASE /
SUBGRADE TO REMAIN
NOTES:
1. THE REMOVAL DEPTH T
IS VARIABLE. BASE/SUBBASE/SUBGRADE MUST
BE REMOVED TO THE BOTTOM OF FINISHED PAVEMENT SECTION.
R E
M O
V A
L
L I M
I T
S
FINISHED SURFACE ELEVATION -
SEE SPOT ELEVATION PLANS
24" COMPACTED SUBGRADE
EXISTING PCC
PAVEMENT TO REMAIN
SEE NOTE 2
REMOVE PCC PAVING USING HAND OR LOW IMPACT
EQUIPMENT TO PROTECT EXISTING EDGE OF
PAVEMENT TO REMAIN.
C
IV
IL
A
IR
FI
E
LD
D E
TA
IL
S
F I
M
E
C p w w o r k i n g w e s t d P
C
T
H R
U
C d
Y O
M
E
C
O
T T
E D
F r i d a y
M a r c h
C M
V
R
F I E
P R
O V
E M
E N
T S
N A
V B
A S
E
C
O R
O N
A D
O
C
A
N A
V A
L
B
A S
E C
O R
O N
A D
O
C
A L
I F
O R
N I A
1389898
N62473-16-D-1850
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
U
T H
W E
S T
S A
N
D
I E
G O
C A
L I F
O R
N I A
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
T
V
Y
A
B
C
D
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
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
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 04 MAR 2019
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
412 E PARKCENTER BLVD
SUITE 100
BOISE, ID 83706
(208) 387-7000
AS SHOWN
C-501
BJF JRT JCB
18285355
DUMMY CONTRACTION JOINT
NOT TO SCALE
C2
DOWELED CONTRACTION JOINT
NOT TO SCALE
A1
A2
(NEW TO EXISTING)
NOT TO SCALE
A3
THICKENED EDGE EXPANSION JOINT
NOT TO SCALE
B1
SLIP JOINT
NOT TO SCALE
NEW OR EXISTING
PCC PAVEMENT
NEW HMA
PAVEMENT
DOWEL SIZE & SPACING
PAVEMENT
THICKNESS (T)
(in)
DIA. (d)
(in)
LESS THAN 8
8 TO 11.5
12 TO 15.5
0.75
1.25
16 TO 20.5
1.5
DOWEL BAR DETAILS
LENGTH (L)
(in)
SPACING
(in)
SLIP JOINT NOTE:
THE BOND-BREAKING MEDIUM WILL BE EITHER A HEAVY COATING OF BITUMINOUS
MATERIAL NOT LESS THAN 1/4 INCH IN THICKNESS WHEN JOINTS MATCH OR A NORMAL
NONEXTRUDING-TYPE EXPANSION JOINT MATERIAL NOT LESS THAN 1/4 INCH IN
THICKNESS WHEN JOINTS DO NOT MATCH.
JOINT NOTES:
1. ALL EXPOSED JOINT EDGES SHALL BE EDGED WITH AN APPROVED TOOL HAVING A
RADIUS OF 1/4".
2. THE INITIAL SAWCUT FOR ALL LONGITUDINAL AND TRANSVERSE CONTRACTION
JOINTS SHALL BE SAWED AS SOON AS PRACTICABLE TO AVOID RAVELING AND
BEFORE NEW PCC STARTS TO CRACK. THE TIME LIMIT MAY BE WAIVED BY THE
CONTRACTING OFFICER IF RAVELING OCCURS DURING SAWING OF THE JOINT.
3. ALL DOWEL BARS FOR DOWELED CONTRACTION JOINTS SHALL BE SECURELY HELD
IN PLACE BY MEANS OF A DOWEL BASKET ASSEMBLY SO THAT THEY WILL REMAIN
PARALLEL TO THE PAVEMENT LANES. THE DOWEL BAR ASSEMBLIES SHALL BE
APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION. SEE DETAIL A4
ON SHEET C-504.
4. JOINTS BETWEEN NEW PCC PAVEMENT AND HMA PAVEMENT SHALL BE SAWED AND
SEALED.
5. PRIOR TO PCC PAVEMENT PLACEMENT, THE FREE END OF THE DOWEL SHALL BE
GREASED THOROUGHLY TO PREVENT BOND.
SEE CONTRACTION JOINT WITH
SILICON JOINT SEALANT
DETAIL C1 ON SHEET C-503
SEE JOINTING NOTES, DETAIL B5 ON THIS
SHEET FOR SIZE AND SPACING. SEE
DOWEL BASKET ASSEMBLY DETAILS A4
ON SHEET C-504
HALF OF EPOXY COATED DOWEL TO BE
LUBRICATED. SEE DETAILS A1, A2, AND A3
ON SHEET C-504 FOR MORE DETAIL.
T d
T d
L/2 L/2
T
T
T
T
1/4" TO 3/8"
T
T
TRANSITION OVER
FULL SLAB LENGTH
TRANSITION OVER
FULL SLAB LENGTH
PAVEMENT JOINT
NEW PCC PAVEMENT
NEW PCC PAVEMENT
PAVEMENT JOINT
TRANSITION OVER
FULL SLAB LENGTH
T
T
EXISTING PCC PAVEMENT OR
NEW CONCRETE STRUCTURE
NEW PCC PAVEMENT
PAVEMENT JOINT
PREFORMED
NON-EXTRUDING
JOINT FILLER
EXPANSION JOINT MUST BE INSTALLED
TO A DEPTH OF 1/2" BELOW THE
THINNEST ADJACENT PAVEMENT SECTION
DRILL AND GROUT EPOXY
COATED DOWEL BAR (WITH
GROUT RETENTION RINGS)
EXISTING PCC
PAVEMENT
NEW PCC PAVEMENT
THIS END OF EPOXY COATED
DOWEL TO BE LUBRICATED
SEE JOINTING NOTES, DETAIL B5 ON
THIS SHEET FOR SIZE AND SPACING
L/2 L/2 d
T d
T
DRILL AND GROUT EPOXY
COATED DOWEL BAR (WITH
GROUT RETENTION RINGS)
THIS END OF EPOXY COATED
DOWEL TO BE LUBRICATED
SEE JOINTING NOTES, DETAIL B5 ON
THIS SHEET FOR SIZE AND SPACING
L/2 L/2 d
T d
T
POUR THIS SIDE FIRST
1/4" R
A5
DOWELED CONSTRUCTION JOINT
JOINT (NEW TO NEW)
NOT TO SCALE
DOWELED CONSTRUCTION
BUTT JOINT
NOT TO SCALE
SEE CONTRACTION JOINT WITH
SILICONE JOINT SEALANT
DETAIL C1 ON SHEET C-503
SEE FIELD MOLDED SLIP
JOINT DETAIL A3
ON SHEET C-503
SEE CONSTRUCTION JOINT
WITH SILICONE JOINT
SEALANT DETAIL C3 ON
SHEET C-503
SEE CONSTRUCTION JOINT
WITH JOINT SILICONE SEALANT
DETAIL C3 ON SHEET C-503
SEE FIELD MOLDED THICKENED
EDGE EXPANSION JOINT SEALANT
DETAIL A4 ON SHEET C-503
SEE PCC TO HMA FIELD
MOLDED JOINT SEALANT
DETAIL C1 ON SHEET C-503
D1
R
STRUCTURE WITHIN PAVEMENT SLAB
NOT TO SCALE
PLAN VIEW
1. 3 INCHES CLEAR FROM TOP AND BOTTOM OF SLAB.
2. 3 INCHES CLEAR FROM INNER BAR TO OUTSIDE OF
STRUCTURE WALL.
STRUCTURE OR
CONCRETE BLOCK OUT
M
I N
THICKENED EDGE EXPANSION
JOINT AROUND STRUCTURE
SEE DETAIL SHEET A3 THIS SHEET
JOINTING PER PLAN
REINFORCED SLAB
4-#4 BARS, 48" LONG @ 6" O.C.
(2 AT TOP AND 2 AT BOTTOM) AT
CORNERS, TYP. SEE NOTES.
D3
R
STRUCTURE ON JOINT
NOT TO SCALE
PLAN VIEW
1. 3 INCHES CLEAR FROM TOP AND BOTTOM OF SLAB.
2. 3 INCHES CLEAR FROM INNER BAR TO OUTSIDE OF
STRUCTURE WALL.
R
STRUCTURE OR
CONCRETE BLOCK OUT
PAVEMENT JOINT, TYP.
THICKENED EDGE EXPANSION
JOINT AROUND STRUCTURE
SEE DETAIL SHEET A3 THIS SHEET
JOINTING PER PLAN
4-#4 BARS, 48" LONG @ 6" O.C. (2 AT
TOP AND 2 AT BOTTOM), TYP. SEE
NOTES.
REINFORCED SLAB
M
I N
B3
EXPANSION JOINT
NOT TO SCALE
EXISTING PCC PAVEMENT OR
NEW CONCRETE STRUCTURE
NEW PCC PAVEMENT
PAVEMENT JOINT
PREFORMED
NON-EXTRUDING
JOINT FILLER
EXPANSION JOINT MUST BE INSTALLED
TO A DEPTH OF 1/2" BELOW THE
THINNEST ADJACENT PAVEMENT SECTION
SEE CONTRACTION JOINT WITH
JOINT SEALANT DETAIL C1
ON SHEET C-503
B5
JOINT NOTES
NOT TO SCALE
C
IV
IL
A
IR
FI
E
LD
D E
TA
IL
S
F I
M
E
C p w w o r k i n g w e s t d P
C
T
H R
U
C d
Y O
M
E
C
O
T T
E D
F r i d a y
M a r c h
C M
V
R
F I E
P R
O V
E M
E N
T S
N A
V B
A S
E
C
O R
O N
A D
O
C
A
N A
V A
L
B
A S
E C
O R
O N
A D
O
C
A L
I F
O R
N I A
1389898
N62473-16-D-1850
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
U
T H
W E
S T
S A
N
D
I E
G O
C A
L I F
O R
N I A
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
T
V
Y
A
B
C
D
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
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
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 04 MAR 2019
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
412 E PARKCENTER BLVD
SUITE 100
BOISE, ID 83706
(208) 387-7000
AS SHOWN
C-502
BJF JRT JCB
18285356
A1 A2
B1
A3 A4
T
O
B E
L O
W
T
H M
A
P
A V
E M
E N
T
TABLE 1
PAVEMENT
THICKNESS (T)
(in)
DEPTH OF CONTRACTION JOINT
INITIAL SAWCUT
D
<12
12-18
>18
1/4 SLAB THICKNESS
1/6 SLAB THICKNESS
3"
NEW PCC TO EXISTING PCC
FIELD MOLDED JOINT SEALANT
NOT TO SCALE
T
O
B E
L O
W
T
O
T
P C
C
P
A V
E M
E N
T
FIELD MOLDED JOINT SEALANT NOTES:
1. DEPTH OF SAWCUT FOR JOINT SEALANT RESERVOIR AS
RECOMMENDED BY MANUFACTURER PER TYPE OF SEAL AND
BACKER ROD BEING USED.
2. SEALANT GEOMETRY PER SEALANT MANUFACTURER'S
RECOMMENDATION.
3. FIELD MOLDED JOINT SEALANTS PER SPECIFICATION SECTION
32 01 19.
4. BACKER ROD MUST BE 1/8" WIDER THAN JOINT CAVITY WIDTH.
SEALANT DETAIL
NOT TO SCALE
FIELD MOLDED SLIP JOINT SEALANT NOTE:
THE BOND-BREAKING MEDIUM WILL BE EITHER A HEAVY COATING OF
BITUMINOUS MATERIAL NOT LESS THAN 1/4 INCH IN THICKNESS WHEN
JOINTS MATCH OR A NORMAL NONEXTRUDING-TYPE EXPANSION JOINT
MATERIAL NOT LESS THAN 1/4 INCH IN THICKNESS WHEN JOINTS DO NOT
MATCH.
T
O
B E
L O
W
T
P C
C
P
A V
E M
E N
T
EXPANSION JOINT SEALANT
NOT TO SCALE
T
O
B E
L O
W
T
P C
C
P
A V
E M
E N
T
FIELD MOLDED THICKENED EDGE
T
O
B E
L O
W
T
P C
C
P
A V
E M
E N
T
JOINT SEALANT
HMA PAVEMENT
CONSTRUCTION JOINT
BACKER ROD
HMA PAVEMENT
3/8"
S E
E
N O
E
E
N O
NEW PCC PAVEMENT
1/4" BEVEL TYP.
S E
E
N O
3/8"
JOINT SEALANT
CONSTRUCTION JOINT
BACKER ROD
HMA PAVEMENT
S E
E
N O
NEW PCC PAVEMENT
S E
E
N O
JOINT SEALANT
CONSTRUCTION JOINT
BACKER ROD
S E
E
N O
NEW PCC
PAVEMENT
1/4" BEVEL TYP.
S E
E
N O
JOINT SEALANT
S E
E
N O
NEW PCC
PAVEMENT
1/4" BEVEL TYP.
S E
E
N O
JOINT SEALANT
1/4" BEVEL FOR NEW
PAVEMENT
S E
E
N O
EXISTING
PCC PAVEMENT
1/4" BEVEL FOR
NEW PAVEMENT
EXISTING
PCC PAVEMENT
TAPE ON BACKER ROD
NEW OR EXISTING
PCC PAVEMENT
TAPE ON BACKER ROD
T
O
B E
L O
W
T
O
T
P C
C
P
A V
E M
E N
T
NEW PCC PAVEMENT
S E
E
N O
JOINT SEALANT
CONSTRUCTION JOINT
BACKER ROD
1/4" BEVEL TYP.
S E
E
N O
T
O
B E
L O
W
T
O
T
P C
C
P
A V
E M
E N
T
NEW PCC PAVEMENT
S E
E
N O
JOINT SEALANT
BACKER ROD
1/4" BEVEL TYP.
S E
E
N O
CONTRACTION JOINT WITH SILICONE JOINT SEALANT
NOT TO SCALE
C3
CONSTRUCTION JOINT WITH SILICONE JOINT SEALANT
NOT TO SCALE
FIELD MOLDED SLIP JOINT
JOINT SEALANT
NOT TO SCALE
HMA TO HMA FIELD MOLDED
JOINT SEALANT
NOT TO SCALE
PCC TO HMA FIELD MOLDED
D
S E
E
T A
B
1/8" MIN.
INITIAL SAWCUT
C
IV
IL
A
IR
FI
E
LD
D E
TA
IL
S
F I
M
E
C p w w o r k i n g w e s t d P
C
T
H R
U
C d
Y O
M
E
C
O
T T
E D
F r i d a y
M a r c h
C M
V
R
F I E
P R
O V
E M
E N
T S
N A
V B
A S
E
C
O R
O N
A D
O
C
A
N A
V A
L
B
A S
E C
O R
O N
A D
O
C
A L
I F
O R
N I A
1389898
N62473-16-D-1850
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
U
T H
W E
S T
S A
N
D
I E
G O
C A
L I F
O R
N I A
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
T
V
Y
A
B
C
D
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
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
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 04 MAR 2019
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
412 E PARKCENTER BLVD
SUITE 100
BOISE, ID 83706
(208) 387-7000
AS SHOWN
C-503
BJF JRT JCB
18285357
C3
C4
JOINTING AT RADIUS
NOT TO SCALE
A1
T
14"
20"
JOINTING AT RADIUS NOTES:
1. ALL JOINTS SHOULD INTERSECT THE EDGE OF PAVEMENT AT 90°.
2. JOINT LENGTH BETWEEN EDGE OF PAVEMENT AND JOINT INTERSECTION
MUST BE A MINIMUM OF 3 L.F.
DOWEL BARS AS SPECIFIED IN
DETAIL B4 ON SEE SHEET C-502
DOWELED CONSTRUCTION JOINT
0.6 x DOWEL BAR LENGTH
FROM CONSTRUCTION JOINT
TO FIRST DOWEL
0.6 x DOWEL BAR LENGTH
FROM CONSTRUCTION JOINT
TO FIRST DOWEL
DOWELED
CONTRACTION
JOINT
SEE NOTE 2
SEE NOTE 1
INSTALL DOWELS ONLY IN
JOINTS THAT INTERSECT AT 90°
DO NOT INSTALL DOWELS IN JOINTS
THAT INTERSECT OTHER JOINTS AT
AN ANGLE OTHER THAT 90°
EDGE OF PCC PAVEMENT
NEW JOINT
JOINT INTERSECTION
SEE NOTE 2
SEE NOTE 1
EDGE OF PCC PAVEMENT
CENTER OF RADIUS
TOP SPACER BAR (TYP.)
DRIVE STAKES 12" TO 15" APART ON
EACH SIDE OF ASSEMBLY (MIN. OF 8
STAKES PER ASSEMBLY)
DOWEL (SEE NOTES
2 AND 3)
BOTTOM SPACER
BAR (TYP.)
WIRE SPACER
WIRE CHAIR (TYP.)
DOWEL SPACING REQUIREMENTS AT INTERSECTING JOINTS
NOT TO SCALE
C1
A2
DOWEL BASKET INSTALLATION
NOT TO SCALE
A4
DOWEL BASKET ASSEMBLY
NOT TO SCALE
ELEVATION DETAIL
NOT TO SCALE
DOWEL CHAIR TYPICAL
SHAPED PANELS
NOT TO SCALE
DOWEL LOCATION AT ODD
DOWEL SPACING AS SHOWN
ON SHEET C-502
V-SHAPED WIRE CHAIRS
WELDED AT ALL INTERSECTIONS
TO TOP AND BOTTOM SPACER BARS
TOP AND BOTTOM
SPACER BARS
WIRE SPACER BARS
WELDED TO TOP SPACER
BARS AT 5' MAX. SPACING
PINS OR ANCHORS
AT 12" - 15"
DOWELS WELDED ALTERNATELY
TO TOP SPACER BARS. LUBRICATE
FREE END OF DOWEL.
T2
DOWEL BASKET NOTES:
1. WIRE SPACER BARS ARC WELDED TO THE BOTTOM OF TOP
SPACER BARS (MAY BE MECHANICALLY ATTACHED IN LIEU
OF WELDING). 3 REQUIRED PER UNIT.
2. GAUGE OF WIRE SPACER BARS, V-SHAPED WIRE CHAIRS,
AND TOP & BOTTOM SPACER BARS MUST BE SUFFICIENT TO
PROVIDE RIGID SUPPORT FOR THE DOWELS THROUGHOUT
THE PAVING OPERATION AND PREVENT THEM FROM RISING,
SLIDING OUT, OR BECOMING DISTORTED DURING PAVING
OPERATIONS.
3. DOWEL BAR DIAMETER, LENGTH AND SPACING SHALL BE AS
SHOWN IN TABLE 1 ON SHEET C-502.
4. DOWELS SHALL BE EPOXY COATED FULL LENGTH OF
DOWEL. A LUBRICANT BOND BREAKER SHALL BE APPLIED TO
THE EPOXY COATED DOWEL IMMEDIATELY PRIOR TO
PAVING.
V-SHAPED
WIRE CHAIR
ARC WELD TO
TOP SPACER BAR
RESISTANCE WELD TO
BOTTOM SPACER BAR
ALTERNATE DOWEL
BARS ARC WELDED
TO TOP SPACER BARS
N
C
L
E
A
R
T
Y
P
C
IV
IL
A
IR
FI
E
LD
D E
TA
IL
S
F I
M
E
C p w w o r k i n g w e s t d P
C
T
H R
U
C d
Y O
M
E
C
O
T T
E D
F r i d a y
M a r c h
C M
V
R
F I E
P R
O V
E M
E N
T S
N A
V B
A S
E
C
O R
O N
A D
O
C
A
N A
V A
L
B
A S
E C
O R
O N
A D
O
C
A L
I F
O R
N I A
1389898
N62473-16-D-1850
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
U
T H
W E
S T
S A
N
D
I E
G O
C A
L I F
O R
N I A
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
T
V
Y
A
B
C
D
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
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
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 04 MAR 2019
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
412 E PARKCENTER BLVD
SUITE 100
BOISE, ID 83706
(208) 387-7000
AS SHOWN
C-504
18285358
BJF JRT JCB
PAINT CHART & PAINT SPECIFICATIONS
NOT TO SCALE
C3
BLACK PAINT OUTLINE
NOT TO SCALE
A1
6" WIDE
NON-RETROREFLECTIVE
BLACK STRIPE (TYP.)
6" WIDE RETROREFLECTIVE
YELLOW OR WHITE STRIPE (TYP.)
6" WIDE
NON-RETROREFLECTIVE
BLACK STRIPE (TYP.)
6" WIDE RETROREFLECTIVE
YELLOW OR WHITE STRIPE (TYP.)
ALWAYS CONTINUE YELLOW OR WHITE
LINES THROUGH BLACK LINES BY
PAINTING YELLOW OR WHITE STRIPE
OVER BLACK
NOT TO SCALE
C1
MARKING
NOT TO SCALE
C2
TAXIWAY/APRON EDGE MARKING
6" BLACK,
NON-RETROREFLECTIVE
PAINT
6" TAXIWAY/APRON EDGE
MARKING, YELLOW
RETROREFLECTIVE PAINT
LAYOUT CONTROL
POINT
LAYOUT CONTROL
POINT
6" BLACK,
NON-RETROREFLECTIVE
PAINT
6" TAXIWAY CENTERLINE
MARKING, YELLOW
RETROREFLECTIVE PAINT
SHOULDER
TAXIWAY/
APRON
TT-B-1325 GLASS SPHERES, TYPE I
GRADATION A.
TT-P-1952 PAINT,
FED-STD-595, CHIP No. 17875
NON-RETROREFLECTIVE
WHITE
TT-P-1952 PAINT,
FED-STD-595, CHIP No. 17875
RETROREFLECTIVE
WHITE
TT-P-1952 PAINT,
FED-STD-595, CHIP No. 23538, AND
TT-B-1325 GLASS SPHERES, TYPE I
GRADATION A.
RETROREFLECTIVE
YELLOW
COLOR OF MARKING FEDERAL SPECIFICATIONS
TT-P-1952 PAINT,
FED-STD-595, CHIP No. 23538
NON-RETROREFLECTIVE
YELLOW
TT-P-1952 PAINT,
FED-STD-595, CHIP No. 27038
NON-RETROREFLECTIVE
BLACK
NOT TO SCALE
A2
ELP MARKINGS
NOT TO SCALE
A4
ELP SECURING POINTS LAYOUT
NOT TO SCALE
C4
HELIPAD MARKINGS
WHITE
RETROREFLECTIVE
MARKING (TYP)
TAXIWAY/TAXILANE CENTERLINE
RING HAS MINIMUM DIAMETER OF
19.0 mm (0.75 in) TO A MAXIMUM
CROSS SECTIONAL DIAMETER OF
22.23 mm (0.875 in)
NOT TO SCALE
A5
ELP SECURING POINT
NOT TO SCALE
D1
DASHED TAXIWAY EDGE MARKING
6" BLACK,
NON-REFLECTIVE PAINT
6" TAXIWAY EDGE MARKING,
YELLOW RETROREFLECTIVE
PAINT
LAYOUT CONTROL
POINT
APRON
TAXIWAY
NOT TO SCALE
D3
NOSE WHEEL SPOT MARKING
6" WIDE BLACK,
NON-REFLECTIVE
PAINT
TAXIWAY / APRON
CENTERLINE MARKING
1' x 3' YELLOW, RETROREFLECTIVE
PAINT
LAYOUT CONTROL
POINT LOCATION
NOT TO SCALE
B1
NON-MOVEMENT AREA MARKING
NOT TO SCALE
B5
GROUNDING POINT MARKER
2" BLACK RING
1.50" DIAMETER
SOLID YELLOW
GROUNDING POINT MARKER NOTE:
1. MEASURE GROUND POINT RESISTANCE AND
PAINT THE MEASURED VALUE AND UNIT WITHIN
THE GROUNDING POINT CIRCLE.
2. SEE SHEETS ES103-ES108 FOR GROUNDING
POINT LOCATIONS.
6" BLACK,
NON-RETROREFLECTIVE
PAINT
6" MARKING, YELLOW
RETROREFLECTIVE PAINT
LAYOUT CONTROL
POINT
APRON
SIDE
TAXIWAY
SIDE
6" BLACK,
NON-REFLECTIVE PAINT
NOT TO SCALE
B4
HELIPAD IDENTIFICATION NUMBER
90°
WHITE
RETROREFLECTIVE
MARKING (TYP)
6" BLACK,
NON-RETROREFLECTIVE
PAINT
50.0'
18.0'
65.0'
26.0'
21.0'
15.0' 30.0'
45.0'
2.0' (TYP)
23.5'
25' 15'
3'3'
5.0'
2.25'3.0'
2.5'
0.75'
0.75'
0.5' 0.5'
WHITE
RETROREFLECTIVE
MARKING (TYP)
LAYOUT CENTERLINE
(TYP)
SEE HELIPAD IDENTIFICATION
ON NUMBER, DETAIL B4 ON
THIS SHEET
6" BLACK,
NON-RETROREFLECTIVE
PAINT BORDER AROUND
WHITE MARKINGS.
DIMENSIONS TO
EDGES OF WHITE
MARKINGS (TYP)
6.0'
12.0' (TYP)
30.0' (TYP)
100.0'
100.0'
30.0' (TYP)
12.0'
(TYP)
60.0'
30.0'
6.0'
(TYP)
7.0'
11.0'
EDGE OF 100'X100' HELIPAD 2
LAYOUT CENTERLINE
ELP SECURING
POINT (TYP). SEE
DETAIL A5 THIS
SHEET
0.7 in
6.7'
10.3'
7.3'
7.3'
5.3'6.0' 6.0'
6.0'
6" BLACK,
NON-RETROREFLECTIVE
PAINT BORDER AROUND
WHITE MARKINGS.
2.5'
(TYP)
C
IV
IL
A
IR
FI
E
LD
D E
TA
IL
S
F I
M
E
C p w w o r k i n g w e s t d P
C
T
H R
U
C d
Y O
M
E
C
O
T T
E D
F r i d a y
M a r c h
C M
V
R
F I E
P R
O V
E M
E N
T S
N A
V B
A S
E
C
O R
O N
A D
O
C
A
N A
V A
L
B
A S
E C
O R
O N
A D
O
C
A L
I F
O R
N I A
1389898
N62473-16-D-1850
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
U
T H
W E
S T
S A
N
D
I E
G O
C A
L I F
O R
N I A
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
T
V
Y
A
B
C
D
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
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
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 04 MAR 2019
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
412 E PARKCENTER BLVD
SUITE 100
BOISE, ID 83706
(208) 387-7000
AS SHOWN
C-505
BJF JRT JCB
18285359
9" MAX.
LIGHTED LOW PROFILE BARRICADE NOTES:
1. BARRICADE MUST BE OF LOW MASS, EASILY COLLAPSIBLE UPON CONTACT WITH AN
AIRCRAFT OR ANY OF ITS COMPONENTS, AND WEIGHTED WITH WATER TO PREVENT
DISPLACEMENT FROM PROP WASH, JET BLAST, WING VORTEX, OR OTHER SURFACE
WIND CURRENTS.
2. REFLECTIVE MATERIAL, ORANGE FLUORESCENT, AND WHITE FLUORESCENT
DIAGONAL MUST BE ON ALL FACES. MATERIAL MUST BE EITHER SCOTCHLITE OR
REPLEXITE MATERIAL.
3. STEADY-POWERED RED LIGHTS WILL HAVE A MINIMUM OF 10 CANDELAS AS
EFFECTIVE INTENSITY.
4. BARRICADES MUST BE PLACED IN A CONTINUOUS LINE AND LOCKED TOGETHER WITH
PINS AND WEIGHTED WITH WATER. LIGHTS MUST BE PLACED AT MAXIMUM INTERVALS
OF 50 FEET AND AT EVERY CORNER AND END OF THE LINE OF BARRICADES.
LIGHTED LOW PROFILE BARRICADE
NOT TO SCALE
D1
ISOMETRIC
FRONT ELEVATION
SIDE ELEVATION
STEADY POWERED RED
OMNI-DIRECTIONAL LIGHT
INSTALLATION PINS
AS DIRECTED BY
THE CONTRACTING
OFFICER
SEE NOTE 2
12" MAX.
18" MAX.
STEADY POWERED RED
OMNI-DIRECTIONAL LIGHT
12" MAX.
9" MAX.
AIRCRAFT TIE DOWN
NOT TO SCALE
C3
AIRCRAFT TIEDOWN NOTES:
1. PLACE MOORING EYES PER PLANS.
2. WHEN REBAR FOR EYE OCCURS WITHIN 1 FT OF JOINT, ORIENT
REBAR PARALLEL TO JOINT.
3. BAR MUST BE SMOOTH (PLAIN ASTM A615, GRADE 60, HOT-DIPPED
GALVANIZED IN ACCORDANCE WITH ASTM A123) UNLESS
OTHERWISE NOTED.
4. IF DEFORMED BAR IS TO BE USED, BARBEND R = 5 INCHES.
ADJUST TO SATISFY
DIMENSION "H"
H/3
H
2'-0"
TROWELED
HEMISPHERICAL
DEPRESSION
H BAR DIAMETER
10 TO 12 INCHES 1 INCH
BAR SIZES
BAR DIAMETER
5" TO 6"
1" R
1" R
2.5" ± 1/4"
3" R
3' - 9" 3' - 0"
4' - 5"
2' - 8 1/2"
3' - 9"
4' - 5"
INTERNATIONAL SYMBOL OF
ACCESSIBILITY (ISA) PAVEMENT
SYMBOL MUST BE PAINTED WHITE ON
BLUE BACKGROUND.
BLUE COLOR TO MATCH COLOR A
15090 IN THE FEDERAL STANDARD
595A AS SPECIFIED IN SECTION 522(B)
2.
ISA SYMBOL MUST BE LOCATED SO
THAT IT IS VISIBLE TO TRAFFIC
ENFORCEMENT OFFICER WHEN THE
VEHICLE IS PARKED IN THE SPACE.
HANDICAP PARKING SPT MARKING
NOT TO SCALE
C1
C
IV
IL
A
IR
FI
E
LD
D E
TA
IL
S
F I
M
E
C p w w o r k i n g w e s t d P
C
T
H R
U
C d
Y O
M
E
C
O
T T
E D
F r i d a y
M a r c h
C M
V
R
F I E
P R
O V
E M
E N
T S
N A
V B
A S
E
C
O R
O N
A D
O
C
A
N A
V A
L
B
A S
E C
O R
O N
A D
O
C
A L
I F
O R
N I A
1389898
N62473-16-D-1850
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
U
T H
W E
S T
S A
N
D
I E
G O
C A
L I F
O R
N I A
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
T
V
Y
A
B
C
D
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
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
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 04 MAR 2019
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
412 E PARKCENTER BLVD
SUITE 100
BOISE, ID 83706
(208) 387-7000
AS SHOWN
C-506
BJF JRT JCB
18285360
REINFORCING STEEL AREA TABLE
PAVEMENT THICKNESS (T)AREA OF STEEL
s
(A )
IN / FT
s
(A )
NOTES:
1. T DENOTES CONCRETE PAVEMENT THICKNESS.
2. SLAB REINFORCING MUST BE DONE WITH BAR MATS, NOT WELDED
WIRE FABRIC.
3. REINFORCING STEEL IS NOT CARRIED THROUGH JOINT.
4. REINFORCED SLABS ARE MARKED WITH "R" ON THE JOINT LAYOUT
SHEETS.
5. REINFORCING MUST HAVE A MINIMUM STEEL AREA A
S
AS SHOWN IN
TABLE 1. STEEL AREA LISTED IN TABLE 1 IS SQ. IN./FT. IN EACH
DIRECTION. MAXIMUM BAR SPACING MUST NOT EXCEED THE
PAVEMENT THICKNESS FOR PAVEMENTS LESS THAN 12 INCHES IN
THICKNESS. FOR PAVEMENTS GREATER THAN 12 INCHES IN
THICKNESS, MAXIMUM BAR SPACING MUST NOT EXCEED 12 INCHES.
6. SEE SHEETS C-502 TO C-504 FOR JOINTING DETAILS.
TRANSVERSE SECTION CUT OF STEEL REINFORCING
NOT TO SCALE
C3
LONGITUDINAL SECTION CUT OF STEEL REINFORCING
NOT TO SCALE
B3
SECTION CUT AT JOINT FOR STEEL REINFORCING
NOT TO SCALE
A3
SLAB REINFORCEMENT
NOT TO SCALE
C1
SLAB REINFORCEMENT NOTES:
1. ALL LAPS MUST BE SECURELY WIRED TO PREVENT SEPARATION
DURING CONCRETE PLACEMENT
2. BAR LAP SPLICES MUST BE 24 BAR DIAMETERS.
3. SOME JOINTS MAY BE DOWELED. DOWELS NOT SHOWN TO
INCREASE CLARITY.
4. SEE DETAIL C3 THIS SHEET FOR SECTION A.
5. SEE DETAIL B3 THIS SHEET FOR SECTION B.
6. SEE DETAIL A1 THIS SHEET FOR BAR MAT INFORMATION.
7. SEE DETAIL B5 THIS SHEET FOR ADDITIONAL REINFORCEMENT
NOTES
BAR MAT
NOT TO SCALE
A1
3"
3"
3"
3"
3" d - DENOTES DOWEL DIAMETER
LENGTH OF MAT
C
C
LENGTH OF SLAB
LONGITUDINAL JOINT
BAR MAT, SEE
DETAILS THIS SHEET
T R
A N
S V
E R
J
I N
T
T/4 ± 1"
T/2 ± d/2
T
REINFORCING STEEL
TRANSVERSE JOINT
d - DENOTES DOWEL DIAMETER
REINFORCING STEEL
DOWEL (IF USED)
FOR PAVEMENTS LESS THAN 10" THICK, PLACE TOP OF
DOWEL AT T/2 AND CENTER REINFORCING STEEL
BETWEEN DOWEL AND TOP OF CONCRETE
TRANSVERSE JOINT
T
T
T/4 ± 1"
T/2 ± d/2
T/4 ± 1"
3" EACH SIDE
REINFORCING STEEL
JOINT
LONGITUDINAL JOINT
EDGE OF SLAB
TRANSVERSE BAR DIAMETER
LONGITUDINAL BAR
SPACING, TYP.
LONGITUDINAL BAR DIAMETER
TRANSVERSE BAR
SPACING, TYP.
T R
A N
S V
E R
J
I N
T
E D
G
S
L A
B
MAXIMUM PROTECTION =
1/2 BAR SPACING
W I D
M
A T
W I D
M
A T
8"
0.051
9"
0.057
11"
0.070
13"
0.082
DOWEL (IF USED)
FOR PAVEMENTS LESS THAN 10" THICK, PLACE TOP OF
DOWEL AT T/2 AND CENTER REINFORCING STEEL
BETWEEN DOWEL AND TOP OF CONCRETE
DOWEL (IF USED)
FOR PAVEMENTS LESS THAN 10" THICK, PLACE TOP OF
DOWEL AT T/2 AND CENTER REINFORCING STEEL
BETWEEN DOWEL AND TOP OF CONCRETE
REINFORCING NOTES
NOT TO SCALE
B5
C
IV
IL
A
IR
FI
E
LD
D E
TA
IL
S
F I
M
E
C p w w o r k i n g w e s t d P
C
T
H R
U
C d
Y O
M
E
C
O
T T
E D
F r i d a y
M a r c h
C M
V
R
F I E
P R
O V
E M
E N
T S
N A
V B
A S
E
C
O R
O N
A D
O
C
A
N A
V A
L
B
A S
E C
O R
O N
A D
O
C
A L
I F
O R
N I A
1389898
N62473-16-D-1850
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
U
T H
W E
S T
S A
N
D
I E
G O
C A
L I F
O R
N I A
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
T
V
Y
A
B
C
D
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
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
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 04 MAR 2019
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
412 E PARKCENTER BLVD
SUITE 100
BOISE, ID 83706
(208) 387-7000
AS SHOWN
C-507
BJF JRT JCB
18285361
F
A B
R
I G
H T
NOTE: TERMINAL POSTS INCLUDE END, CORNER, AND PULL POSTS
38"
8'-0"6.625"13' 40"42"16"
T
Y P
GATE POST
44"
40"
36"
44"
40"
36"
46"
42"
38"
46"
42"
18"
16"
14"
16"
14"
12"
7' TO 12' 4.000"
10' TO 12'
6' TO 9'
3' TO 5'
10' TO 12'
6' TO 9'
3' TO 5'
HEIGHT
FABRIC
EMBED.
POST
"C"
3' TO 6' 2.875"
(OD)
POST
GATE
WIDTH
LEAF
GATE
DEPTH
"B"
DIAM
"A"
LINE AND TERMINAL POSTS
30"
36"
36"
36"
36"
40"
40"
30"
30"
24"
EMBEDMENT
"C" POST
42"
42"
38"
38"
38"
38"
32"
32"
32"
24"
24"
18"
18"
12"
12"
TERMINAL
LINE
10"
8"
10"
26"
13'-0" TO 18'-0"
10'-0" TO 12'-0"
6'-0" TO 9'-0"
5'-0"
TERMINAL
LINE
TERMINAL
LINE
TERMINAL
LINE
6"
TERMINAL
LINE
3'-0" TO 4'-0"
DEPTH
"B"
DIAM
"A"
POST
TYPE
HEIGHT
FABRIC
10'-0" MAXIMUM 10'-0" MAXIMUM
LINE POSTS TO BE EQUALLY SPACED
CHAINLINK FENCE FOOTING
NOT TO SCALE
C2
CHAINLINK FENCE DETAIL
NOT TO SCALE
C3
4'-0" UNLESS
OTHERWISE NOTED
EXISTING
FENCE
HEIGHT
2"
3"
3'-6"
16"
(MIN.)
DOUBLE SLIDING CHAINLINK GATE
NOT TO SCALE
A2
ELEVATION VIEW
PLAN VIEW
GATE
OUTSIDE
INSIDE
GATE OPENING 25' - 0"
2" MAX. CLEAR TOP
& BOTTOM MEMBERS
M
I N
6"
GATE FRAME
1' - 3"
BACK FRAME
10' CENTER OF POST
TO CENTER OF POST
(MAXIMUM)
F
A B
R
I G
H T
B
C
"A"
T
Y P
PERSONNEL GATE IN EXISTING FENCE
NOT TO SCALE
C1
TOP RAIL OR
TENSION WIRE
BOTTOM RAIL OR TENSION
WIRE, AS SPECIFIED
GRADE
CONCRETE
FOOTING
DIA. OF POST AS
SPECIFIED IN
DETAIL C2 THIS
SHEET
CORNER, END,
OR PULL POST
TOP RAIL OR TENSION WIRE
LINE POST
BRACE RAIL
TRUSS ROD
(3/8" MIN. DIA.)
LINE POST
CHAIN-LINK FABRIC
(9 GAGE, 2" MESH)
TIE WIRES OR
CLIPS (TYP.)
BOTTOM OF FABRIC
TENSION WIRE
GRADE
HOG RINGS
(TYP.)
TIE WIRES OR
HOG RINGS (TYP.)
PROVIDE 10"
SMOOTH
KICKPLATE TO
MATCH FABRIC
AND POSTS
CONCRETE
(TYP.)
BRACE
CIPHER
LOCK
TOP RAIL
GATE
FRAME
2" O.D. PIP (TYP.)
STRETCH BAR &
BANDS
REINFORCED CONCRETE PAD
2 1/2" O.D. PIPE
(TYP.)
POST DIA. 4"
GUIDE WHEELGUIDE TRACK
GUIDE TRACK
GUIDE WHEEL
GUIDE WHEELGUIDE TRACK
BRACE
CHAIN LINK
FABRIC
GATE POST
TRUSS
RODS
C
IV
IL
A
IR
FI
E
LD
D E
TA
IL
S
F I
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E
C p w w o r k i n g w e s t d P
C
T
H R
U
C d
Y O
M
E
C
O
T T
E D
F r i d a y
M a r c h
C M
V
R
F I E
P R
O V
E M
E N
T S
N A
V B
A S
E
C
O R
O N
A D
O
C
A
N A
V A
L
B
A S
E C
O R
O N
A D
O
C
A L
I F
O R
N I A
1389898
N62473-16-D-1850
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
U
T H
W E
S T
S A
N
D
I E
G O
C A
L I F
O R
N I A
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
T
V
Y
A
B
C
D
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
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
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 04 MAR 2019
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
412 E PARKCENTER BLVD
SUITE 100
BOISE, ID 83706
(208) 387-7000
AS SHOWN
C-508
BJF JRT JCB
18285362
TRENCH DRAIN PROFILE
C1
24"
20"
20"
20"
5'
SEE FIELD MOLDED THICKENED
EDGE EXPANSION JOINT SEALANT
DETAIL B3 ON SHEET C-502
PRECAST FLAT TOP
MANHOLE TO BE DESIGNED
BY PRECASTER. SEE
DETAIL A1 ON SHEET C-511
MATCH CROWN
ELEVATIONS
PIPE BEDDING
SEE SPECIFICATION
33 40 00
SEAL PIPE
TO CREATE
WATER TIGHT
CONNECTION
12" MECHANICAL JOINT
90° BEND
#5@8 EA. WAY, EA. FACE
(TRENCH WALLS, TYP.)
13"
SIZE, MATERIAL, AND
INVERT PER PLAN
ELEV: 20.25'
ELEV: 20.25'
SEE THICKENED EDGE EXPANSION
DETAIL A3 ON SHEET C-502
REINFORCED PCC SLAB CONSTRUCTED AT 5/4
THICKNESS OF APRON PAVING. REINFORCE
PER DETAILS ON SHEET C-507.
24"
20"
20"
5'
SEE FIELD MOLDED THICKENED
EDGE EXPANSION JOINT SEALANT
DETAIL B3 ON SHEET C-502
PIPE BEDDING
SEE SPECIFICATION
33 40 00
SEAL PIPE
TO CREATE
WATER TIGHT
CONNECTION
12" MECHANICAL JOINT
90° BEND
13"
ELEV: 20.25'
ELEV: 20.25'
SEE THICKENED EDGE EXPANSION
DETAIL A3 ON SHEET C-502
REINFORCED PCC SLAB CONSTRUCTED AT 5/4
THICKNESS OF APRON PAVING. REINFORCE
PER DETAILS ON SHEET C-507.
24" COMPACTED
SUBGRADE
0.2%
0.2%
0.0% 0.0%
EXISTING SUBGRADE
0.2%
12" DUCTILE IRON
COMPACTED
SUBGRADE
24" COMPACTED
SUBGRADE
0.5%
TO
1.5%
APRON
PCC PAVEMENT
CEMENT
TREATED BASE
24" COMPACTED
SUBGRADE
0.2%
0.2%
0.0%0.0%
EXISTING SUBGRADE
0.2%
12" DUCTILE IRON
COMPACTED
SUBGRADE
24" COMPACTED
SUBGRADE
0.5
T O
.5
APRON
PCC PAVEMENT
CEMENT
TREATED BASE
6" 6"
SEE ENLARGEMENT DETAIL
A4 ON SHEET C-510
SEE ENLARGEMENT
DETAIL A4 ON SHEET
C-510
SEE ENLARGEMENT DETAIL
A4 ON SHEET C-510
SEE FIELD MOLDED THICKENED
EDGE EXPANSION JOINT SEALANT
DETAIL B3 ON SHEET C-502
PRECAST CONCRETE BASE TO
BE DESIGNED BY PRECASTER
HAIR PIN #3 (TYP)
SEE DETAIL C5 ON SHEET C-502
C
IV
IL
A
IR
FI
E
LD
D E
TA
IL
S
F I
M
E
C p w w o r k i n g w e s t d P
C
T
H R
U
C d
Y O
M
E
C
O
T T
E D
F r i d a y
M a r c h
C M
V
R
F I E
P R
O V
E M
E N
T S
N A
V B
A S
E
C
O R
O N
A D
O
C
A
N A
V A
L
B
A S
E C
O R
O N
A D
O
C
A L
I F
O R
N I A
1389898
N62473-16-D-1850
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
U
T H
W E
S T
S A
N
D
I E
G O
C A
L I F
O R
N I A
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
T
V
Y
A
B
C
D
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
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
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 04 MAR 2019
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
412 E PARKCENTER BLVD
SUITE 100
BOISE, ID 83706
(208) 387-7000
AS SHOWN
C-509
BJF JRT JCB
18285363
GRATE WIDTH A DEPTH B CHANNEL WIDTH C
26 1 24
24"
24"
24"
C
A
B
TRENCH DRAIN CROSS SECTION
NOT TO SCALE
A1
SEE THICKENED EDGE EXPANSION
DETAIL A3 ON SHEET C-502
SEE FIELD MOLDED THICKENED
EDGE EXPANSION JOINT SEALANT
DETAIL A4 ON SHEET C-503
FRAME AND GRATE BY NEENAH
R-4990-HX OR APPROVED EQUAL
W/ TYPE "C" GRATE OPENING.
SEE DETAIL C4 ON THIS SHEET.
20"
REINFORCED PCC SLAB CONSTRUCTED AT 5/4
THICKNESS OF APRON PAVING. REINFORCE
PER DETAILS ON SHEET C-507.
20"
3"
#5@8" TOP AND BOTTOM,
EACH WAY(TYP.)
#5@8" EACH WAY,
EACH FACE (TYP.)
ROUGHEN SURFACE
CONSTRUCTION JOINT
0.5%
TO
1.5%
APRON
PCC PAVEMENT
COMPACTED
SUBGRADE
EXISTING BASE / SUBBASE /
SUBGRADE TO REMAIN
0.5
T O
.5
COMPACTED
SUBGRADE
CEMENT
TREATED BASE
CEMENT
TREATED BASE
APRON
PCC PAVEMENT
C
20"
20"
3" CLR.
2"
CLR.
2"
CLR.
2" CLR.
TRENCH DRAIN REINFORCEMENT ENLARGEMENT
NOT TO SCALE
A4
SEE ENLARGEMENT
DETAIL A4 ON THIS
SHEET
#5@8" TOP AND BOTTOM,
EACH WAY(TYP.)
HAIR PIN #3
SEE DETAIL
C5 ON THIS
SHEET
TRENCH DRAIN FRAME AND GRATE
NOT TO SCALE
C4
HAIRPIN DETAIL
NOT TO SCALE
C5
12"
12"
45°' HAIR PIN #3
C
IV
IL
A
IR
FI
E
LD
D E
TA
IL
S
F I
M
E
C p w w o r k i n g w e s t d P
C
T
H R
U
C d
Y O
M
E
C
O
T T
E D
F r i d a y
M a r c h
C M
V
R
F I E
P R
O V
E M
E N
T S
N A
V B
A S
E
C
O R
O N
A D
O
C
A
N A
V A
L
B
A S
E C
O R
O N
A D
O
C
A L
I F
O R
N I A
1389898
N62473-16-D-1850
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
U
T H
W E
S T
S A
N
D
I E
G O
C A
L I F
O R
N I A
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
T
V
Y
A
B
C
D
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
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
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 04 MAR 2019
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
412 E PARKCENTER BLVD
SUITE 100
BOISE, ID 83706
(208) 387-7000
AS SHOWN
C-510
BJF JRT JCB
18285364
TYPICAL PRECAST ECCENTRIC MANHOLE
C1
PLAN
SECTION
GROUT
GROUT
PRECAST
CONCRETE
FLARE ENTRANCE
PRECAST CONCRETE BASE
GROUT
ELEVATION
RIM OR TOP
30" DIA
DIA. PER SHEET CU209
ECCENTRIC CONE
GALVANIZED STEEL
SIDE RAIL LADDER
D E
P T
H
P
R
A
N S
6" (TYP.)
1/4"
X
COVER AND FRAME
X
RISER
GALVANIZED
STEEL SIDE
RAIL LADDER
STEEL
INSERT (TYP.)
1/2" CHAMFER
TYP.
TO OUTFALL PIPE (TYP.)
TYPICAL PRECAST FLAT TOP MANHOLE
NOT TO SCALE
A1
Y
30" DIA.
PLAN
SECTION
FLARE ENTRANCE
TO OUTFALL PIPE
PRECAST CONCRETE BASE
30" DIA
RIM OR TOP ELEVATION
PRECAST
CONCRETE
GROUT
D E
P T
H
P
R
A
N S
GROUT
GROUT
Y
PRECAST CONCRETE FLAT TOP
6"
TYP.
RISER
6" CURB
AREA = 0.89 SQ FT
11"
1.5%
LAYOUT POINT
6"
15"
6" CONCRETE CURB
NOT TO SCALE
A4
PAVEMENT
NOTES:
1. PROVIDE SHOP DRAWINGS FOR PRECAST MANHOLES, DESIGNED BY PRECASTER TO MEET
LOADING REQUIREMENTS OF SPEC 33 40 00.
2. ALL DIMENSIONS ARE MINIMUMS.
1/2" R
DIA. PER SHEET CU209
NOTES:
1. PROVIDE SHOP DRAWINGS FOR PRECAST MANHOLES, DESIGNED BY PRECASTER TO MEET
LOADING REQUIREMENTS OF SPEC 33 40 00.
2. ALL DIMENSIONS ARE MINIMUMS.
SEE SPEC 33 40 00
COVER AND FRAME
SEE SPEC 33 40 00
COVER AND FRAME
SEE SPEC 33 40 00
COVER AND FRAME
SEE SPEC 33 40 00
C
IV
IL
A
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F r i d a y
M a r c h
C M
V
R
F I E
P R
O V
E M
E N
T S
N A
V B
A S
E
C
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O N
A D
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C
A
N A
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B
A S
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A D
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A L
I F
O R
N I A
1389898
N62473-16-D-1850
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
U
T H
W E
S T
S A
N
D
I E
G O
C A
L I F
O R
N I A
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
T
V
Y
A
B
C
D
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
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
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 04 MAR 2019
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
412 E PARKCENTER BLVD
SUITE 100
BOISE, ID 83706
(208) 387-7000
AS SHOWN
C-511
BJF JRT JCB
18285365
SEWER/STORM MANHOLE
C1
DOUBLE SEWER CLEANOUT
NOT TO SCALE
A1
STORM/SANITARY SEWER AND WATER TYPICAL TRENCH
NOT TO SCALE
A3
24" MANHOLE FRAME AND COVER
NOT TO SCALE
C2
2-PIECE CONCENTRIC MANHOLE COVER
SLOPE GROUND/PVMT. AWAY
FROM MANHOLE COVER (TYP)
1/4" PER FOOT
3'-0"
5'-0"
5"
8"
4"
2"
MIN
SECTION C-C
SECTION B-B
B
B
M A
X
L E
N G
T H
V A
R I E
S
2/3"
INSIDE DIA.
OF PIPE
NOTES:
1. VERTICAL WALL OF CONE
SHALL BE ON UPSTREAM SIDE
OF MANHOLE
2. FLEXIBLE PIPE JOINTS SHALL
BE REQUIRED WITHIN 12" OF
INSIDE FACE OF MANHOLE
A
A
C
C
DIRECTION
OF FLOW
SURFACE
5-FOOT LINE
FROM BUILDING
DIRECTIO
N
OF FLOW
SEWER MAIN
45° MAX ANGLE
NOTES:
1. PROVIDE ONE CLEANOUT AGAINST THE DIRECTION OF FLOW
AND ONE THE DIRECTION OF FLOW, BOTH NEAR THE JUNC-
TION WITH THE SEWER MAIN, UNLESS LATERAL DISCHARGES
DIRECTLY INTO A MANHOLE.
2. PROVIDE A TWO-WAY CLEANOUT 5 FEET FROM THE BUILDING.
3. MAXIMUM SPACING FOR CLEANOUTS SHALL BE 100 FEET AND AT
ALL CHANGES OF DIRECTION. PROVIDE INTERMEDIATE CLEANOUTS
(ONE-WAY, AGAINST DIRECTION OF FLOW) AS NECESSARY TO
SATISFY THIS REQUIREMENT.
SEWER CLEANOUTS
D
I
A
D
I
A
D I A
DIA.
22"
MACHINED SURFACE
22" DIA.
24 1/2" DIA.
26 1/2" DIA.
23 3/4" DIA.
2' - 6 3/4" DIA.
3"
1 1/8"
3 1/2"
3 1/2"
1/4"
1/4"
1 1/2"
1"
3" R
N
A
A
G
E
N
C
Y
S
E
W
E
R
7/16"
3/4"
1/8" 1/8"1/2"
1/4"
3/4"
3/4"
1/2"
1 1/4"
3/4"
1"
3/4"
6 RIBS
1"
24" DIA.
3/4"
1/4"
23 1/2" DIA. 1/4"
2"
3/4" 3/4"
1 1/2"
1"
3 1/2"
MACHINED
SURFACE
MANHOLE COVER FRAME
DETAIL
NOTES:
1. FRAME AND COVER SHALL BE CAST IRON. CAST IRON SHALL CONFORM TO ASTM 48, CLASS 35B.
2. WEIGHTS: FRAME 166 LBS - 193 LBS.
COVER 147 LBS - 171 LBS.
3. MACHINE ALL MATCHING SURFACES AND SEATS OF FRAME AND COVER TO PREVENT ROCKING.
4. IMPORTED FRAMES AND COVERS SHALL HAVE THE COUNTRY OF ORIGIN MARKED IN COMPLIANCE
WITH FEDERAL REGULATIONS.
RUBBER…
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