Attachment H - 1648052dwg03of13.pdf
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ICG BUILDING 126
ICG BUILDING 127
ICG BUILDING 128
ICG BUILDING 286
ICG BUILDING 130
ICG BUILDING 131
IC
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A/E INFO
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1 2 3 4 5
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
1:1000
10 10 20 30 40 50 60 70 80 90
CP102
CP103
GENERAL NOTES:
LEGEND:
A1
SB ZM JT
CP101
Jordan Turner
ICG BUILDING 286
IC
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BUILD
IN
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SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
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C R
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
4030201010
1:500
GENERAL NOTES:
A1
SB ZM JT
CP102
LEGEND:
ICG BUILDING 130
ICG BUILDING 131
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
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C R
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
4030201010
1:500
GENERAL NOTES:
A1
SB ZM JT
CP103
LEGEND:
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
W
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W
W
W
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W
W
W
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W
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ICG BUILDING 126
ICG BUILDING 127
ICG BUILDING 128
ICG BUILDING 286
ICG BUILDING 130
ICG BUILDING 131
IC
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BUILD
IN
G
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
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AP
PR
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
1:1000
10 10 20 30 40 50 60 70 80 90A1
SB ZM JT
CP104
GENERAL NOTES:
CP105
CP109
CP106
CP110
CP107
CP111
CP108
CP112
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BUILD
IN
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A/E INFO
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1 2 3 4 5
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225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
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:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
1:250
10 5 10 15
GENERAL NOTES:
SB ZM JT
CP105
A1
LEGEND:LEGEND:
R
R
R R R R
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R R
R R
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R
R
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R
R
R R
R
R
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
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TI
O N
D
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AP
PR
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EP
AR
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
1:250
10 5 10 15
GENERAL NOTES:
A1
SB ZM JT
CP106
LEGEND:LEGEND:
R R
R
RRRRRRRR
R
R
R
R
R
R
R
R
R
R
R
R
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R R
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R
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R
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SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
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:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
1:250
10 5 10 15
GENERAL NOTES:
A1
SB ZM JT
CP107
LEGEND:LEGEND:
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
RR
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A/E INFO
1 2 3 4 5
1 2 3 4 5
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
1:250
10 5 10 15
GENERAL NOTES:
A1
SB ZM JT
CP108
LEGEND:LEGEND:
G
BUILD
IN
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R R
R
R
R
R
R
R
R RR
RR
R
R
R
R
R
R
R
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SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
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D
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C R
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PR
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SE
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:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
1:250
10 5 10 15
GENERAL NOTES:
SB ZM JT
CP109
A1
LEGEND:LEGEND:
R
R R R R
R
RR
RR
R
R
R
R
R
R
R
R
RR
R
R
R
R
R R
R R
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R
R
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R
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R
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R R
R
R
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
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D
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AP
PR
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AR
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225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
1:250
10 5 10 15
GENERAL NOTES:
A1
SB ZM JT
CP110
LEGEND:LEGEND:
R R
R
RRRRRRRR
R
R
R
R
R
R
R
R
R
R
R
R
R
R R
R
R
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R
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R
R
R
R
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SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
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C R
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TI
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D
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PR
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AR
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225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
1:250
10 5 10 15
GENERAL NOTES:
A1
SB ZM JT
CP111
LEGEND:LEGEND:
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
RR
R
R
R
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A/E INFO
1 2 3 4 5
1 2 3 4 5
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225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
1:250
10 5 10 15
A1
SB ZM JT
CP112
GENERAL NOTES:
LEGEND:LEGEND:
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
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D
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AP
PR
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La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:2 2a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
1:250
10 5 10 15
GENERAL NOTES:
JB ZM B.C
CP121
A1
LEGEND:LEGEND:
* KEYNOTES:
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
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C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
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LA
YO
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N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:2 3a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
1:250
10 5 10 15
A1
JB ZM B.C
CP122
GENERAL NOTES:
LEGEND:LEGEND:
1 1
KEYNOTES:*
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
-C P1
.d w g
LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:2 4a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
1:250
10 5 10 15
A1
JB ZM B.C
CP123
GENERAL NOTES:
LEGEND:LEGEND:
* KEYNOTES:
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
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LA
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U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:2 4a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
D1
C1
B1
SB ZM JT
CP501
A1 A2
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
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-S he et s\ P-
-1
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LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:2 4a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
SB ZM JT
CP502
A1
C3
A2
B4
A4
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
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-S he et s\ P-
-1
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LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:2 5a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
SB ZM JT
CP503
B1
A1 A3
C4
1 2
ONE END OF
DOWEL OILED
PCC OR EXISTING
PAVEMENT
FREE END OF
DOWEL PAINTED
AND OILED
INITIAL FINISHEDDOWEL - PAINTED
AND OILED
ONE PIECE EPOXY
COATED DOWEL
ONE PIECE EPOXY
COATED DOWEL
(T) PCC
THICKNESS
(mm)
(L) MIN
LENGTH
(mm)
(D)
DIAMETER
(mm)
T = PCC THICKNESS
D = DOWEL DIAMETER
T = PCC THICKNESS
D = DOWEL DIAMETER
T = PCC THICKNESS
D = DOWEL DIAMETER
HEADER BOARD -
REMOVE PRIOR
TO DRILLING DOWELS
SEE NOTE 2
MAX
SPACING
(mm)
DRILL AND GROUT DOWEL -
(HOLE 3 LARGER THAN DOWEL)
BUTT JOINT
DRILL AND GROUT DOWEL
(HOLE 3 LARGER THAN
DOWEL)
PLAN LINE SYMBOLOGY
PLAN LINE SYMBOLOGY
PLAN LINE SYMBOLOGY
BUTT JOINT
T = PCC THICKNESS
DOWEL SIZE SCHEDULE
PLAN LINE SYMBOLOGY
320 25-32 510 375
A3
CP506
A1
CP506
NOTES:
1. THIS JOINT MUST ALSO BE USED AT THE END OF DAYS PAVING OR ANYTIME CONCRETE
PLACEMENT IS DELAYED BY MORE THAN 30 MINUTES. JOINT MUST BE AT REGULAR PLANNED JOINT LOCATION.
2. MAY PAVE PAST THE JOINT THEN COME BACK AND SAWCUT FULL DEPTH AT THE JOINT REMOVING EXCESS PCC
PAST THE JOINT IN LIEU OF PLACING HEADER BOARDS.
T
1/2 DOWEL LENGTH
T/
D
/2
T T
1/2 DOWEL LENGTH
T/
D
/2
T/
D
/2
1/2 DOWEL LENGTH
T T
A3
CP506
A1
CP506
C1
SCALE: NTS
DOWELED LONGITUDINAL
CONSTRUCTION JOINT
SCALE: NTS
DOWELED TRANSVERSE CONSTRUCTION JOINT
SCALE: NTS
DOWELED TRANSVERSE
CONTRACTION JOINT
SCALE: NTS
SAWED TRANSVERSE
CONTRACTION JOINT
C2
B1 B2
170 20 400 300
VEHICULAR
PAVEMENTS
DOWEL - PAINTED
AND OILED
CURB &
GUTTER
BUTT JOINT
A3
CP506
SCALE: NTS
BUTT JOINTA4
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
-C P5
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LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:2 5a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
SB ZM JT
CP504
PREFORMED
NON-EXTRUDING
JOINT FILLER
CP506
TO NEAREST JOINT BUT
NOT LESS THAN 1500
T
1.
T
SCALE: NTS
THICKENED EDGE EXPANSION JOINT (PCCP TO PCCP)
D1
STRUCTURE
T = PCC THICKNESS
T
1.
T
TO NEAREST JOINT BUT
NOT LESS THAN 1500
PLAN LINE SYMBOLOGY
T = THICKNESS OF PAVEMENT
PCC PAVEMENT
DOWELED CONSTRUCTION OR
SAWED TRANSVERSE CONTRACTION
JOINT SEE DETAIL B1 AND B2 ON
SHEET CP504
3000 MIN
TACK COAT
HMA
PAVEMENT
HMA
PAVEMENT
70 MILL AND REPLACE
FULL DEPTH HMA
SAWCUT (75)
EXISTING
PAVEMENT
70 HMA SURFACE COURSE
NOTE:
1. FOR PCC PAVEMENT STRUCTURE DETAIL,
SEE DETAIL C1 OR B1 ON SHEET CP501.
DRAINAGE
LAYER
DRAINAGE
LAYER
HOT APPLIED
JOINT SEALANT
BACKER ROD
FIT SNUG
INTO JOINT
TACK COAT
T
1.
T
TO NEAREST JOINT BUT
NOT LESS THAN 1500
3)
12.5
CP506
SCALE: NTS
THICKENED EDGE EXPANSION JOINT
(PCCP TO STRUCTURE)
SCALE: NTS
THICKENED EDGE CONSTRUCTION JOINT (PCCP TO HMA)
SCALE: NTS
KEY-IN SECTION
D3
B1 B3
1.
5)
C3
CP506
B3
CP505
70 SAWCUT
PLAN LINE SYMBOLOGYPLAN LINE SYMBOLOGY
110 AGGREGATE
BASE COURSE
PRIME COAT
EXISTING
PAVEMENT
PC
C
PA
VE
M
EN
T
SE
C
TI
O N
H M
A
PA
VE
M
EN
T
SE
C
TI
O
N
3:1 MAX
NOTE*: SEE CD SHEETS FOR DEPTH OF EXISTING
PAVEMENT. CONTRACTOR TO FIELD VERIFY.
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
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.d w g
LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:2 5a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
SB ZM JT
CP505
COLD APPLIED SINGLE
COMPONENT, FUEL
RESISTANT SILICONE
FINAL SAWCUT
FOR JOINT
SEALANT
BACKER ROD FIT
SNUG INTO JOINT
3-
INITIAL FINISHED
1. NOT USED.
2. DEPTH AS RECOMMENDED BY
MANUFACTURER, BUT NOT LESS THAN
9.5 .
3. PREFORMED NON-EXTRUDING JOINT
FILLER.
4. TOOL EDGES OF CLOSURE LANES AT
CONSTRUCTION JOINTS TO DELINEATE
THE JOINT LOCATION FOR SAWING.
* KEYNOTES:
C1
SCALE: NTS
POURED EXPANSION JOINT SEAL DETAILS
INITIAL
SAWCUT
FINAL SAWCUT
FOR JOINT
SEALANT
BACKER ROD
FIT SNUG
INTO JOINT
INITIAL FINISHED
T/
3-
COLD APPLIED SINGLE
COMPONENT, FUEL
RESISTANT SILICONE
A1
SCALE: NTS
CONTRACTION JOINT FIELD-MOLDED SEAL DETAILS
19 19
FINAL SAWCUT
FOR JOINT
SEALANT BACKER ROD
FIT SNUG
INTO JOINT
INITIAL FINISHED
3-
COLD APPLIED SINGLE
COMPONENT, FUEL
RESISTANT SILICONE
A3
SCALE: NTS
CONSTRUCTION JOINT FIELD-MOLDED SEAL DETAILS
CONSTRUCTION
JOINT
R=3
(TYP)
CONSTRUCTION
JOINT
3)
1.
5)
REMOVE HMA
FROM PCC FACE
JOINT SEALANT*
BACKER ROD
FIT SNUG
INTO JOINT
TACK COAT
HMA
PAVEMENTPCC PAVEMENT
/ STRUCTURE
SCALE: NTS
PCC/HMA JOINT SEALC3
1. CURE AND DRY PCC MINIMUM OF 7 DRY DAYS
PRIOR TO INSTALLATION OF SEALANT.
CONFORM TO MANUFACTURER'S
INSTALLATION REQUIREMENTS.
2. COMPLETELY REMOVE HMA FROM THE PCC
FACE TO WHICH SEALANT IS TO BOND BY
SAWCUTTING TIGHTLY ALONG THE FACE OF
THE PCC. THE HMA FACE MUST BE FRESH
AND SOUND.
3. WITHIN 5 MINUTES OF SAWING OPERATION,
CLEAN JOINT WITH HIGH PRESSURE WATER
BLAST TO THOROUGHLY REMOVE RESIDUAL
LAITANCE FROM SAWCUT SURFACE. FLUSH
IN ONE DIRECTION ONLY.
4. AFTER DRYING AND IMMEDIATELY PRIOR TO
PLACING BACKER ROD AND JOINT SEALANT,
SANDBLAST BOTH JOINT FACES USING
COMPRESSOR DELIVERING DRY AND
OIL-FREE AIR. THOROUGHLY BLOW JOINT
CLEAN. PROVIDE BACKER ROD AND FORM
TIGHT SEAL AGAINST JOINT FACES. BLOW
DEBRIS OFF TOP OF BACKER ROD. PROVIDE
SEALANT.
5. PLACE "STOPS" AT ENDS OF SAWCUTS,
WHERE REQUIRED, TO PREVENT SEALANT
RUNOUT.
6. EXISTING PAVEMENT AND AGGREGATE BASE
TO REMAIN UNTIL JUST PRIOR TO
PLACEMENT OF NEW PAVEMENT. REMOVE
THIS AREA OF PAVEMENT, BASE, AND
SUBBASE AND CONSTRUCT REPLACEMENT
PAVEMENT SECTION.
NOTES
DEPTH AS REQUIRED
BY JOINT SEALANT,
SEALANT RECESS,
AND BACKER ROD
DEPTH AS REQUIRED
BY JOINT SEALANT,
SEALANT RECESS,
AND BACKER ROD
NOTE*: APPLY SEALANT IN JOINTS ACCORDING
TO SPECIFICATION 32.01 19.61
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
-C P5
.d w g
LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:2 5a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
SB ZM JT
CP506
RESOLVE INTERFERENCE BETWEEN DOWELS
FOR LONGITUDINAL AND TRANSVERSE
JOINTS BY DELETING THE CLOSEST
TRANSVERSE DOWEL.
NUMBER OF DOWELS PER SLAB AND
DOWEL SPACING VARIES, SEE SHEET
CP504 FOR SPACING
DOWELED TRANSVERSE
CONSTRUCTION JOINT
NUMBER OF DOWELS PER SLAB
AND DOWEL SPACING VARIES,
SEE SHEET CP504 FOR SPACING
DOWELED LONGITUDINAL
CONSTRUCTION JOINT
DOWELS MUST NOT BE SPACED
CLOSER THAN 60% OF THE
DOWEL LENGTH TO A JOINT
SAWED TRANSVERSE CONTRACTION JOINT
DOWELED TRANSVERSE
CONSTRUCTION JOINTDOWELED LONGITUDINAL
CONSTRUCTION JOINT
D O
W
EL
ED
TR
AN
SV
ER
SE
C O
N
ST
R U
C
TI
O N
JO
IN
T
LO
N G
IT
U
D
IN
AL
W
IR
E
DOWEL
DOWEL
DOWELED
CONSTRUCTION JOINT
DOWELED LONGITUDINAL
CONSTRUCTION JOINT
REINFORCING
STEEL
DOWEL
LA
P
LE
N
G
TH
(T
YP
SE
E N
O
TE
MAXIMUM PROJECTION =
75 WIRE SPACING
MAXIMUM
PROJECTION = 75
WIRE SPACING
TRANSVERSE
WIRE
MAXIMUM
PROJECTION = 50
WIRE SPACING
M
AX
IM
U
M
PR
O
JE
C
TI
O N
W
IR
E
SP
AC
IN
G
T/
T/
D
/2
LAP
W
IR
E
SP
AC
IN
G
WIRE
SPACING
LE
N
G
TH
O F
R
EI
N
FO
R C
IN
G
LENGTH OF REINFORCING
T T
REINFORCING
STEEL
LAP
T
REINFORCING
STEELT/
C1
SCALE: NTS
DOWELING DETAIL
C2
SCALE: NTS
REINFORCED SLAB DETAIL
B1
SCALE: NTS
TERMINATION OF
STEEL AT JOINT DETAIL
T/
T/
D
/2
T/
D
/2
Ø9.2 BOTTOM SPACER
BARS WELDED TO LEG
CHAIRS 2 PER ASSEMBLY
Ø9.2 TOP SPACER
BARS WELDED TO LEG
CHAIRS. 2 PER ASSEMBLY
DOWELS WELDED
ALTERNATELY TO TOP
SPACER BARS. GREASE
OR OIL FREE END OF
DOWEL
Ø9.2 "VEE" LEG CHAIRS
WELDED AT
INTERSECTIONS TO TOP
AND BOTTOM SPACER BAR
Ø4.5 SPACER WIRES WELDED
TO TOP SPACER BARS. 3 PER
ASSEMBLY CLIPPED AFTER
STAKING.
A1
SCALE: NTS
DOWEL BASKET ASSEMBLY DETAIL
FI
LL
ET
DETAIL A DETAIL B DETAIL C
RAD OF FILLET
FILLET
CONSTRUCTION OR
CONTRACTION JOINT
TR
AF
FI
C
LA
N
E
FILLET RAD OF
FILLET
DOWELED
CONTRACTION
JOINT
RAD OF
FILLET
DOWELED
CONTRACTION
JOINT
DOWELED
CONSTRUCTION
JOINT
THICKENED-EDGE
EXPANSION JOINT
TYPICAL JOINT LAYOUT AT FILLET
M
IN
M
AX
SCALE: NTS
MIN
A3
300 MIN
600 MAX
MIN
D4
SCALE: NONE
DOWELED TRANSVERSE CONSTRUCTION JOINT SECTION
C4
SCALE: NONE
DOWELED LONGITUDINAL CONSTRUCTION JOINT SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
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.d w g
LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:2 6a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
SB ZM JT
CP507
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
\\s ta nl ey gr ou p.
co m
\g fs
\p ro je ct s\
4.
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P-
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LA
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
GENERAL NOTES:
SB ZM JT
CP601
1 2 3 4 5
1 2 3 4 5
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225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
GENERAL NOTES:
SB ZM JT
CP602
1 2 3 4 5
1 2 3 4 5
SY
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225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
GENERAL NOTES:
SB ZM JT
CP603
1 2 3 4 5
1 2 3 4 5
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225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
GENERAL NOTES:
SB ZM JT
CP604
1 2 3 4 5
1 2 3 4 5
SY
M
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225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
GENERAL NOTES:
SB ZM JT
CP605
W
W
W
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ICG BUILDING 127
ICG BUILDING 128
ICG BUILDING 286
ICG BUILDING 130
ICG BUILDING 131
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SA
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SA
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SA
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SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
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C R
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TI
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D
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PR
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
1:1000
10 10 20 30 40 50 60 70 80 90
CU102
CU103
GENERAL NOTES:
A1
MC GR LT
CU101
PAVEMENT LEGEND:
Michael Colby
E E
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N
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W
W
W
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W
W
W
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A/E INFO
1 2 3 4 5
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225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
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dw g
LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:3 1a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
4030201010
1:500
GENERAL NOTES:
KEYNOTES:
A1
MC GR MC
CU102
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
-C U
3.
dw g
LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:3 2a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
4030201010
1:500
0A1
MC GR MC
CU103
GENERAL NOTES:
KEYNOTES:
199+980 200+000
.9
200+050
.5
.8
200+100
.6
.8
200+150
.2
.8
200+200
.5
.8
200+250
.7
.7
200+300
.9
.9
1.1m OF DN180 W
TEE
WT1
ST
A
0+
4.
VALV
WV1
ST
A
0+
8.
R
IM
EL
.8
W B1
,S
TA
0+
2.
°H
O R
IZ
O
N
TA
L
BE
N D
W B2
,S
TA
0+
2.
°H
O R
IZ
O
N
TA
L
BE
N D
W B4
,S
TA
0+
3.
°H
O R
IZ
O
N
TA
L
BE
N D
W B5
,S
TA
0+
1.
°H
O R
IZ
O
N
TA
L
BE
N D
9m OF DN180, PE SDR 17 W
16m OF DN180, PE SDR 17 W
1m OF DN180, PE SDR 17 W
3m OF DN180, PE SDR 17 W
26m OF DN180, PE SDR 17 W
8m OF DN180, PE SDR 17 W
37m OF DN180, PE SDR 17 W 100m OF DN180, PE SDR 17 W
9m OF DN180, PE SDR 17 W
W B6
,S
TA
0+
8.
°H
O R
IZ
O
N
TA
L
BE
N D
IE IN: 37.044, 150mm, NW IE OUT: 37.044, 150mm, SE
D N
FI
R
E W
CONNECT TO
EXISTING SYSTEM
SEE NOTE 1
19m OF DN180, PE SDR 17 W
0m m
FI
R E
W
0.
3m
0.
1m
0m m
FI
R E
W 0.
0m
D N
FI
R
E W
9m OF DN180, PE SDR 17 W
VALV
WV12
ST
A
0+
1.
R
IM
EL
.1
1m OF DN180, PE SDR 17 W
3m OF DN180, PE SDR 17 W
3m OF DN180, PE SDR 17 W
0.
3m
43m OF DN180, PE SDR 17 W
TEE
WT15
ST
A
0+
4.
200+350
.1
.3
200+400
D N
S2
SS
W
IT
H
D N
C
AS
IN
G
IE
IN
:3 4.
0, 0m m ,N
E
IE
O U
T:
.5
,1 m m
,S W
VALV
WV11
ST
A
0+
9.
R
IM
EL
.0
TEE
WT3
ST
A
1+
0.
12m OF DN180, PE SDR 17 W
12m OF DN180, PE SDR 17 W
CONNECTION TO
EXISTING SYSTEM
SEE NOTE 1
1m OF DN180, PE SDR 17 W
VALV
WV2
ST
A
1+
0.
R
IM
EL
.7
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
-C U
1.
dw g
LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:3 3a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
4030201010
1:500
A1
C1
NOTES:
MSC ZLM MSC
CU201
43211
1:50
201+000
.7
.6
201+050
.7
.8
201+100
.5
.9
201+150
.0
.2
201+200
.9
.2
201+250
.7
.4
201+300
.0
.9
4m OF DN180, PE SDR 17 W
42m OF DN125, PE SDR 17 W
25m OF DN125, PE SDR 17 W
VALV
WV4
ST
A
1+
4.
R
IM
EL
.7
IE IN: 36.077, DN180, SE
IE OUT: 36.102, DN125, NW
W B7
,S
TA
1+
8.
°H
O R
IZ
O
N
TA
L
BE
N D
D N
FI
R
E W
TEE
WT3
ST
A
1+
0.
52m OF DN125, PE SDR 17 W
11m OF DN125, PE SDR 17 W
0.
9m
0.
2m
D N
FI
R
E W
4m OF DN125, PE SDR 17 W
TEE
WT12
ST
A
1+
9.
6m OF PVC CASING PIPE
6m OF DN125, PE SDR 17 W
2m OF DN125, PE SDR 17 W
1.
7m
15m OF DN125, PE SDR 17 W
IE IN: 36.000, DN125, SE
IE OUT: 36.000, DN125, NW
VALV
WV5
ST
A
1+
2.
R
IM
EL
.2
0.
0m
0.
2m
1.
0m
C O
M M
U N
IC
AT
IO
N
S C
O N
D U
IT
4x
EL
EC
TR
IC
AL
D
U C
T
BA
N K
C O
M M
U N
IC
AT
IO
N
S C
O N
D U
IT
D U
AL
3x
EL
EC
TR
IC
AL
D U
C T
BA
N
K
3x
EL
EC
TR
IC
AL
D
U C
T
BA
N K
0.
9m
6m OF DN125, PE SDR 17 W
70m OF DN125, PE SDR 17 W
2m OF DN125, PE SDR 17 W
0.
0m
0.
8m
C O
M M
U N
IC
AT
IO
N
S C
O N
D U
IT
0.
7m
0m m
SD
60m OF DN125, PE SDR 17 W
30m OF DN125, PE SDR 17 W
0m m
SS
0m m
SD
201+350
.1
.5
201+400
.0
.8
201+450
.3
.9
201+500
.8
.9
201+550
.0
.6
51m OF DN125, PE SDR 17 W
14m OF DN125, PE SDR 17 W
10m OF DN125, PE SDR 17 W
13m OF DN125, PE SDR 17 W 8m OF DN125, PE SDR 17 W
19m OF DN125, PE SDR 17 W
25m OF DN125, PE SDR 17 W
10m OF DN125, PE SDR 17 W
5m OF DN125, PE SDR 17 W
4m OF DN125, PE SDR 17 W
W B8
,S
TA
1+
8.
°H
O R
IZ
O
N
TA
L
BE
N D
D N
FI
R
E W
TEE
WT4
ST
A
1+
7.
TEE
WB9
ST
A
1+
1.
W B1
0, ST
A
1+
7.
°H O
R
IZ
O N
TA
L
BE
N
D
W B1
1, ST
A
1+
9.
°H O
R
IZ
O N
TA
L
BE
N
D
W B1
3, ST
A
1+
0.
°H O
R
IZ
O N
TA
L
BE
N
D
W B1
4, ST
A
1+
4.
°H O
R
IZ
O N
TA
L
BE
N
D
W B1
5, ST
A
1+
7.
°H O
R
IZ
O N
TA
L
BE
N
D
3m OF DN125, PE SDR 17 W
ARV-1
ST
A
1+
7.
R
IM
EL
.9
49m OF DN125, PE SDR 17 W
0.
9m
0.
0m
0.
6m
0.
9m
D N
FI
R
E W
D N
FI
R
E W
0.
4m
5x
EL
EC
TR
IC
AL
D
U C
T
BA
N K 45 0m m
FI
R E
W 0.
7m
0m m
FI
R E
W
6m OF DN125, PE SDR 17 W
17m OF DN125, PE SDR 17 W
VALV
WV10
ST
A
1+
4.
R
IM
EL
.8
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
-C U
2.
dw g
LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:3 4a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
4030201010
1:500
A1
C1
NOTES:
MC ZM LT
CU202
43211
1:50
300+000
.4
.2
300+050
.0
.8
300+100
.8
.8
300+150
.9
.5
300+200
.7
.8
300+250
.9
.9
4m OF DN450 PE, SDR 11 FW
11m OF DN450 PE, SDR 11 FW
TEE
FT1
ST
A
0+
1.
TEE
FT2
ST
A
0+
7.
VALV
FV1
ST
A
0+
1.
R
IM
EL
.7
4m OF DN450 PE, SDR 11 FW
IE
IN
:3
6.
5, D
N
0, SW
IE
O
U T:
.2
,D
N
N
E
FB
1, ST
A
0+
1.
°H
O R
IZ
O
N
TA
L
BE
N D
D N
D O
M W
FB
2, ST
A
0+
1.
°H
O R
IZ
O
N
TA
L
BE
N D
D N
D O
M W
10m OF DN450 PE, SDR 11 FW
10m OF DN450 PE, SDR 11 FW
30m OF DN450 PE, SDR 11 FW
15m OF DN450 PE, SDR 11 FW
3m OF DN450 PE, SDR 11 FW
4m OF DN450 PE, SDR 11 FW
15m OF DN450 PE, SDR 11 FW
33m OF DN450 PE, SDR 11 FW
VALV
FV2
ST
A
0+
1.
R
IM
EL
.9
IE IN: 36.630, DN450, NW
IE OUT: 36.630, DN450, SE
IE IN: 36.647, DN450, SW
IE OUT: 36.647, DN450, NE
VALV
FV3
ST
A
0+
8.
R
IM
EL
.7
FB
4, ST
A
0+
3.
°H
O R
IZ
O
N
TA
L
BE
N D
FB
5, ST
A
0+
5.
°H
O R
IZ
O
N
TA
L
BE
N D
FB
7, ST
A
0+
9.
°H
O R
IZ
O
N
TA
L
BE
N D
FB
8, ST
A
0+
4.
°H
O R
IZ
O
N
TA
L
BE
N D
FB
9, ST
A
0+
2.
°H
O R
IZ
O
N
TA
L
BE
N D
FB
,S
TA
0+
8.
°H
O R
IZ
O
N
TA
L
BE
N D
6m OF DN450 PE, SDR 11 FW
5m OF DN450 PE, SDR 11 FW
8m OF DN450 PE, SDR 11 FW
36m OF DN450 PE, SDR 11 FW
16m OF DN450 PE, SDR 11 FW
TEE
FT3
ST
A
0+
4.
VALV
FV14
ST
A
0+
2.
R
IM
EL
.6
HYD
TEE
FHT10
ST
A
0+
1.
0.
4m
TEE
FT2A
ST
A
0+
6.
33m OF DN450 PE, SDR 11 FW 0.
2m
5x
EL
EC
TR
IC
AL
D
U C
T
BA
N K
300+300
.3
.9
300+350
.7
.9
300+400
.4
.7
16m OF DN450 PE, SDR 11 FW
91m OF DN450 PE, SDR 11 FW
5m OF DN450 PE, SDR 11 FW 33m OF DN200 PE, SDR 11 FW
7m OF DN200 PE, SDR 11 FW
HYD
TEE
FHT3
ST
A
0+
4.
HYD
TEE
FHT4
ST
A
0+
5.
R
IM
EL
.3
TEE
FT5
ST
A
0+
0.
FB
,S
TA
0+
3.
°H
O R
IZ
O
N
TA
L
BE
N D
0.
5m
0m m
SD
m m D
O M
W
0.
8m
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
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3.
dw g
LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:3 4a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
4030201010
1:500
0A1
C1
MC ZM LT
CU203
43211
1:50
301+000
.3
.6
301+050
.6
.5
301+100
.0
.3
301+150
.0
.9
301+200
.1
.9
301+250
22m OF DN450 PE, SDR 11 FW
IE IN: 35.866, DN450, NE
IE OUT: 35.866, DN450, SW
VALV
FV4
ST
A
1+
9.
R
IM
EL
.7
IE IN: 36.710, DN450, SE
IE OUT: 36.710, DN450, NW
VALV
FV5
ST
A
1+
8.
R
IM
EL
.4
2m OF DN450 PE, SDR 11 FW
3m OF DN450 PE, SDR 11 FW
41m OF DN450 PE, SDR 11 FW
35m OF DN450 PE, SDR 11 FW
HYD
TEE
FHT5
ST
A
1+
9.
TEE
FT7
ST
A
1+
4.
16m OF DN450 PE, SDR 11 FW 3m OF DN450 PE, SDR 11 FW
15m OF DN450 PE, SDR 11 FW
FB
,S
TA
1+
1.
°H
O R
IZ
O
N
TA
L
BE
N D
HYD
TEE
FHT6
ST
A
1+
5.
4m OF DN450 PE, SDR 11 FW
IE IN: 36.793, DN450, NW
IE OUT: 36.793, DN450, SE
VALV
FV6
ST
A
1+
0.
R
IM
EL
.9
13m OF DN450 PE, SDR 11 FW
ARV
FPIV4
ST
A
1+
6.
R
IM
EL
.9
D N
D O
M W
0.
7m
63m OF DN450 PE, SDR 11 FW
HYD
TEE
FHT13
ST
A
1+
2.
HYD
TEE
FHT12
ST
A
1+
8.
1.
3m
4m OF DN450 PE, SDR 11 FW
TEE
FT6
ST
A
1+
4.
11m OF DN450 PE, SDR 11 FW
TEE
FT18
ST
A
1+
9.
0m m D
O M
W
0.
5m
5x
EL
EC
TR
IC
AL
D
U C
T
BA
N K
75mm W
0m m
SS
1.
7m 0.
9m
0m m
SS
1.
3m
0m m
SS
0.
6m
0m m
FU
EL
302+000
.4
.8
302+050
.5
.8
TEE
FT7
ST
A
1+
4.
6m OF DN450 PE, SDR 11 FW
FB
,S
TA
2+
5.
°H
O R
IZ
O
N
TA
L
BE
N D
51m OF DN450 PE, SDR 11 FW
FB
,S
TA
2+
6.
°H
O R
IZ
O
N
TA
L
BE
N D
31m OF DN450 PE, SDR 11 FW
IE
IN
:3 6.
1, 0m m ,S
W
IE
O U
T:
.5
,4 m m
,N E
VALV
FV7
ST
A
2+
7.
R
IM
EL
.7
TEE
FT2
ST
A
0+
7.
0.
2m
0.
4m
0.
1m
C O
M M
U N
IC
AT
IO
N
S C
O N
D U
IT
C O
M M
U N
IC
AT
IO
N
S C
O N
D U
IT
C O
M M
U N
IC
AT
IO
N
S C
O N
D U
IT
4m OF DN450 PE, SDR 11 FW
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
-C U
4.
dw g
LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:3 5a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
4030201010
1:500
0A1
C1
MC ZM LT
CU204
43211
1:50
303+000
.6
.4
303+050
.8
.9
303+100
.1
.7
303+150
.6
.2
303+200
.5
.2
303+250
.5
.2
IE
IN
:3 6.
0, 0m m ,N
E
IE
O U
T:
.0
,4 m m
,S W
FV
8, ST
A
3+
0.
°H
O R
IZ
O
N
TA
L
BE
N D
1m OF DN450 PE, SDR 11 FW
30m OF DN450 PE, SDR 11 FW
TEE
FT8
ST
A
3+
9.
FB
,S
TA
3+
1.
°H
O R
IZ
O
N
TA
L
BE
N D
D N
D O
M W
22m OF DN450 PE, SDR 11 FW
45m OF DN450 PE, SDR 11 FW
69m OF DN450 PE, SDR 11 FW
TEE
FT10
ST
A
3+
9.
2m OF DN450 PE, SDR 11 FW
29m OF DN450 PE, SDR 11 FW
HYD
TEE
FHT14
ST
A
2+
5.
0.
0m
1.
4m
0.
3m
C O
M M
U N
IC
AT
IO
N
S C
O N
D U
IT
4x
EL
EC
TR
IC
AL
D
U C
T
BA
N K
C O
M M
U N
IC
AT
IO
N
S C
O N
D U
IT
D U
AL
3x
EL
EC
TR
IC
AL
D U
C T
BA
N
K
3x
EL
EC
D U
C T
BA
N
K
24m OF DN450 PE, SDR 11 FW
VALV
FV10
ST
A
3+
7.
R
IM
EL
.2
VALV
FV11
ST
A
3+
1.
R
IM
EL
.2
1.
9m
1.
0m
9m OF DN450 PE, SDR 11 FW
6m OF DN450 PE, SDR 11 FW
16m OF DN450 PE, SDR 11 FW
10m OF DN450 PE, SDR 11 FW
9m OF DN450 PE, SDR 11 FW
0m m
SS
IN
0m m
C
AS
IN
G
303+300
.7
.9
303+350
.2
.6
303+400
.3
.5
303+450
.0
.4
FB
,S
TA
3+
9.
°H
O R
IZ
O
N
TA
L
BE
N D
34m OF DN450 PE, SDR 11 FW
TEE
FT11
ST
A
3+
3.
6m OF DN450 PE, SDR 11 FW
4m OF DN450 PE, SDR 11 FW
FB
,S
TA
3+
1.
°H
O R
IZ
O
N
TA
L
BE
N
D TEE
FT1
ST
A
0+
1.
43m OF DN450 PE, SDR 11 FW
HYD
TEE
FT15
ST
A
3+
6.
TEE
FT14
ST
A
3+
6.
3m OF DN450 PE, SDR 11 FW
17m OF DN450 PE, SDR 11 FW
HYD
TEE
FWT12
ST
A
3+
9.
1.
5m
C O
M M
U N
IC
AT
IO
N
S C
O N
D U
IT
VALV
FV9
ST
A
3+
6.
R
IM
EL
.1
2m OF DN450 PE, SDR 11 FW
70m OF DN450 PE, SDR 11 FW
4m OF DN450 PE, SDR 11 FW
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
-C U
5.
dw g
LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:3 6a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
4030201010
1:500
0A1
C1
MC GR LT
CU205
43211
1:50
100+000
.3
.1
100+050
.4
.9
100+100
.7
.1
100+150
.7
.7
100+200
.1
.8
100+250
79m OF 250mm CONCRETE @ 0.34% SLOPE
IE
IN
:3 5.
8, 0m m ,N
E
IE
O U
T:
.4
,2 m m
,N W
MH2
ST
A
0+
7.
R
IM
EL
.7
IE
O
U T:
.8
,2 m m ,N
W
MH1
ST
A
0+
1.
R
IM
EL
.3
CASING PIPE
73m OF 250mm @ 0.36% SLOPE
IE
IN
:3 5.
0, 0m m ,S
E
IE
O U
T:
.7
,2 m m
,S W
MH1A
ST
A
0+
7.
R
IM
EL
.5
0.
4m 0.
8m
15m OF 250mm CONCRETE @ 0.40% SLOPE
MH3
ST
A
0+
8.
R
IM
EL
.9
MH4
ST
A
0+
2.
R
IM
EL
.1
56m OF 250mm CONCRETE @ 0.36% SLOPE 56m OF 250mm CONCRETE @ 0.36% SLOPE
IE
IN
:3 4.
0, 0m m ,S
E
IE
IN
:3
4.
0, 0m m
,N W
IE
IN
:3 5.
5, 0m m ,N
E
IE
O U
T:
.1
,2 m m
,N W
MH3A
ST
A
0+
4.
R
IM
EL
.4
IE
IN
:3 5.
5, 0m m ,N
E
IE
IN
:3
5.
5, 0m m
,S E
IE
O
U T:
.2
,2 m m ,S
W
0m m
FI
R E
W
0m m
FI
R E
W
0m m
D O
M W
16m OF 250mm CONCRETE
@ 0.36% SLOPE
0m m
FI
R E
W
IE
O
U T:
.9
(E
XI
ST
IN
G
0.
9m
101+000
.7
.4
101+050
.7
.0
101+100
.1
.4
101+150
MH5
ST
A
1+
3.
R
IM
EL
.8
IE
O
U T:
.5
,2 m m ,S
W
16m OF 250mm CONCRETE @ 0.28% SLOPE
3m OF 250mm CONCRETE @ 0.28% SLOPE
D N
FI
R
E W
WYE 4
ST
A
1+
0.
R
IM
EL
.8
CASING PIPE
m m D
O M
W
WYE 1
ST
A
1+
2.
R
IM
EL
.8
WYE 2
ST
A
1+
6.
R
IM
EL
.8
WYE 3
ST
A
1+
4.
R
IM
EL
.8
WYE 5
ST
A
1+
7.
R
IM
EL
.8
0.
5m 1.
6m
1.
9m
0.
6m
9m OF 250mm CONCRETE @ 0.28% SLOPE
6m OF 250mm CONCRETE @ 0.28% SLOPE 10m OF 250mm CONCRETE @ 0.28% SLOPE
36m OF 250mm CONCRETE @ 0.28% SLOPE
MH3A
ST
A
0+
4.
R
IM
EL
.4
IE
IN
:3 5.
5, 0m m ,N
E
IE
IN
:3
5.
5, 0m m
,S E
IE
O
U T:
.2
,2 m m ,S
W
1.
6m 0.
1m
0m m
SD
WYE 7
ST
A
1+
0.
R
IM
EL
.5
WYE 6
ST
A
1+
9.
R
IM
EL
.6
39m OF 250mm CONCRETE @ 0.28% SLOPE
10m OF 250mm CONCRETE @ 0.28% SLOPE
0m m
FU
EL
0m m E
E
LE
C
8+500
.2
8+550
MH8
ST
A
8+
6.
R
IM
EL
.8
26m OF 150mm CONCRETE
@ 1.05% SLOPE
17m OF 150mm CONCRETE
@ 1.36% SLOPE
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
-C U
6.
dw g
LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:3 7a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
4030201010
1:500
A1
C2
A4
NOTES:
MC GR LT
CU206
43211
1:50
860+000
.4
860+100
.3
.3
36m OF 600mm HDPE @ 0.20% 26m OF 600mm ST @ 0.19%
0m m
FI
R E
W
0m m
D O
M W
0.
2m
JS3
ST
A
0+
2.
R
IM
EL
.3
12m OF 750mm HDPE @ 0.19%
IE
IN
:3
6.
6, 5m m
,N E
IE
IN
:3 6.
4, 0m m ,W
O U
T:
.6
,7 m m
,W
HW2
ST
A
0+
2.
JS1
ST
A
0+
0.
R
IM
EL
.9
JS2
ST
A
0+
7.
R
IM
EL
.2
IE
IN
:3 6.
3, 0m m ,E
IE
IN
:3 6.
3, 5m m ,N
O U
T:
.5
,6 m m
,S W
IE
IN
:3 7.
7, 0m m ,N
E O
U T:
.1
,6 m m ,S
W
IE
IN
:3 7.
5, 0m m ,N
E
890+100
.0
.6
CB5
ST
A
0+
4.
R
IM
EL
.6
FES2
ST
A
0+
2.
39m OF 600mm HDPE @ 0.50%
49m OF 600mm HDPE @ 0.50%
5m OF 600mm HDPE @ 0.40%
MH2
ST
A
0+
5.
R
IM
EL
.7
54JS6
ST
A
0+
0.
R
IM
EL
.7
FL
AR
ED
EN
D
SE
C
TI
O N
IE
IN
:3 6.
7, 0m m ,N
W
IE
IN
:3 6.
0, 0m m ,N
W O
U T:
.9
,6 m m ,S
E
O U
T:
.1
,6 m m
,S W
IE
IN
:3 7.
5, 0m m ,N
E O
U T:
.1
,6 m m ,S
E
880+000
.6
.2
TEE 2
ST
A
0+
3.
1 TEE 1
ST
A
0+
0.
BEND 1
ST
A
0+
8.
7m OF 200mm HDPE @ 0.50%
7m OF 200mm HDPE @ 0.50%
5m OF 200mm HDPE @ 0.50%
2m OF 200mm HDPE @ 0.50%
IE
IN
:3 6.
3, 0m m ,S
E O
U T:
.7
,2 m m ,N
E
IE
IN
:3 6.
6, 0m m ,S
E
IE
IN
:3
6.
6, 0m m
,S W
O U
T:
.7
,2 m m
,N E
IE
IN
:3 6.
2, 0m m ,S
W
IE
IN
:3
6.
2, 0m m
,S E
O U
T:
.6
,2 m m
,N
IE
IN
:3 6.
3, 0m m ,E
IE
IN
:3 6.
3, 5m m ,N
O U
T:
.5
,6 m m
,S W
JS2
ST
A
0+
0.
900+000
.3
.2
JS4
ST
A
0+
4.
R
IM
EL
.3
HW3
ST
A
0+
0.
HW5
ST
A
0+
0.
IE
IN
:3 9.
2, 5m m ,S
W
O U
T:
.3
,3 m m
,S W
O U
T:
.3
,3 m m
,N E
25m OF 375mm HDPE @ 0.50%
IE
IN
:3 9.
2, 5m m ,N
E
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
-C U
7.
dw g
LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:3 7a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
4030201010
1:500
C1
C4
MC GR LT
CU207
A1 A4
43211
1:50
17357 Brett Feichtinger
IE
IN
:3 5.
7, 5m m ,E13m OF 375mm HDPE @ 0.40%
HW1
ST
A
1+
4.
CS4
ST
A
1+
1.
R
IM
EL
.2
O U
T:
.8
5m m ,W
0+000
.6
.4
0+100
.4
.1
IE
IN
:3 6.
6, 5m m ,N
E O
U T:
.6
,6 m m ,S
W
IE
IN
:3 6.
8, 5m m ,S
E O
U T:
.7
,6 m m ,S
W
IE
IN
:3 6.
1, 0m m ,N
E O
U T:
.8
,6 m m ,N
W
O U
T:
.0
,6 m m
,S W
CB3
ST
A
0+
3.
R
IM
EL
.4
CB2
ST
A
0+
6.
R
IM
EL
.5
MH1
ST
A
0+
7.
R
IM
EL
.9
CB1
ST
A
0+
6.
R
IM
EL
.4
47m OF 600mm HDPE @ 0.19% 69m OF 675mm HDPE @ 0.20%
31m OF 675mm HDPE @ 0.20%
25m OF 675mm HDPE @ 0.24%
JS3
ST
A
0+
2.
R
IM
EL
.3
IE
IN
:3 6.
6, 5m m ,N
E
IE
IN
:3
6.
4, 0m m
,W O
U T:
.6
,7 m m ,W
STORMWATER-11 PROFILE
0+000
.6
.6
O U
T:
.2
,3 m m
,S W
CB4
ST
A
0+
2.
R
IM
EL
.6
19m OF 375mm HDPE @ 1.00%
IE
IN
:3 9.
0, 5m m ,N
E
FES1
ST
A
0+
1.
R
IM
EL
.5
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
-C U
8.
dw g
LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:3 8a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
4030201010
1:500
C1
MC GR LT
CU208
C2
43211
1:50
A1
17357 Brett Feichtinger
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
-C U
1.
dw g
LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:3 8a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
V
AR
IE
S
300 (MIN)
400 (MAX) 40
M
IN
d
3/
4d 150 20
SEE NOTE 1
M
IN
IN
IT
IA
L
BA
C
K
FI
LL
H A
U N
C H
IN
G
PI
PE
B
ED
D
IN
G
P
IP
E
EN
VE
LO
PE
CONCRETE PAD
460 X 460 SQUARE
VARIES
100 100
M
IN
V
AR
IE
S
V
AR
IE
S
-2 m
M
AX
IM
U
M
M
IN
C
LE
AR
15020
3/
4d d
C1
SCALE: NTS
C3
A3A1
MIN
M
IN
M
IN
M
IN
M
IN
A4
C4
MC GR LT
CU501
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
-C U
2.
dw g
LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:3 9a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
PLAN VIEW
SIDE VIEW
C1
A4
MC GR LT
CU502
A1
1 2 3 4 5
1 2 3 4 5
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D
N O
R
FO
LK
,V
A
DES DRW CHK
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
FI
LE
N
AM
E:
T:
\1 1-
C
AD
D \0
3- C iv il\
-S he et s\ P-
-1
-C U
3.
dw g
LA
YO
U T
N
AM
E:
La yo ut
PL
O
TT
ED
:T ue sd ay ,M ay
,2
-7
:3 9a m U
SE
R
:7
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
02 MAR 2022
D2
C1
A2
B4
B4
A4
C4
PRESSURE
PIPE
D4
MC GR LT
CU503
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
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10.87
10.2 11.9
.0
4.5
4.6
5.9
6.3
7.7
BOGATROO
B1
SB102E
VEHICLE FUELING STATION
FOUNDATION PLAN
B1
CK501E
TYPE B AREA INLET
C2
SB101E
OFFLOAD PUMP PAD
FOUNDATION PLAN
B2
SB104E
VEHICLE FUELING
TANK PAD
28.0
.2
BOLLARD
OIL/WATER SEPARATOR 1
(SEE NOTE 4)
N: 389425.18 E: 324085.41
N: 389409.52 E: 324079.85
N: 389424.22 E: 324050.30
N: 389423.17 E: 324035.26
N: 389417.26 E: 324032.32
N: 389427.13 E: 324102.82
N: 389423.86 E: 324101.19
BOLLARD
BOLLARD
BOLLARDS
B5
CK501E
BOLLARD
(4 EACH)
B5
CK501E
BOLLARD
(4 EACH)
N: 389437.65 E: 324060.34
WB-19 - Interstate Semi-Trailer
DI1
DI2
DI3
DI4
A4
CS502
CONVENTIONAL
DRAIN DETAIL
B1
CK501E
TYPE B AREA INLET
B3
CK501E
TYPE A AREA INLET
0+012
0+
0+120
0+000
0+
7200 ST
300 ST
0 S
T
200 ST
FUEL LINES
VEHICLE MAINTENANCE SHOP
1.0 1.0
(TYP)
(T
YP
BOLLARD
(4 EACH)
4.9
3.7
1.7
1.7
N: 389370.96 E: 324131.44
N: 389370.46 E: 324131.41
N: 389383.02 E: 324107.18
N: 389364.13 E: 324097.73
B3
SE105
CONTROL BUILDING
FOUNDATION PLAN
C3
CK501E
POST INDICATOR
DRAIN VALVE
B3
SB106E
CONTAINMENT
BASIN PLAN
BASIN 1
5.0
5.0
300 ST
DI5
B3
CK501E
TYPE A AREA
INLET
DI6
B3
CK501E
TYPE A AREA INLET
0 S
T
N: 389446.89 E: 324060.69
0 S
T
150 ST
0 S
T1
BOLLARD
(4 EACH)
N: 389440.76 E: 324080.34
N: 389435.83 E: 324077.89
N: 389439.53 E: 324076.65
N: 389410.87 E: 324040.73
N: 389426.61 E: 324048.48
N: 389393.94 E: 324074.68
N: 389409.92 E: 324082.41
EMERGENCY STOP DEVICE
N: 389395.96 E: 324094.27
N: 389451.12 E: 324037.96
EMERGENCY STOP DEVICE
1.7
1.7
TRENCH DRAIN
90 BEND
SEE SHEET CG103 FOR VEHICLE MAINTENANCE SHOP STORM SEWER
C1
CU501
INLINE SEWER
CLEANOUT DETAIL
150 ST
CS101E
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1 2 3 4 5
SY
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C R
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SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
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SCALE:
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DES DRW CHK
SATISFACTORY TO DATE:
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
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UNCLASSIFIED
UNCLASSIFIED
UN
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A
B
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JMW
DESIGN DIRECTOR:
BRANCH MANAGER:
PM/DM:
FIRE PROTECTION:
RICHARD STEPHENS, PE
JMF/ERL
DPS
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
1648052
NED HARSHBARGER, VIA EMAIL
APPROVED BY
02 MAR 2022
AS NOTED
SCALE: 1:300
VEHICLE FUELING STATION LAYOUT PLANA2
0 10.00 30.00 m20.00 1:300
GENERAL NOTES
1. PORTABLE EYEWASH STATION TO BE PROVIDED
KEYNOTES:
1 PROVIDE 150 mm HDPE STORM PIPE
2 PROVIDE 200 mm HDPE STORM PIPE
3 PROVIDE 300 mm STORM PIPE
4 THE CONTRACTOR MUST SUBMIT A SHOP
DRAWING OF THE OIL WATER SEPARATORS FOR
THE SERVICE STATION AND THE FORCE TESTING
FACILITY. THE TANKS SHALL BE VENTED TO THE
ATMOSPHERE. THE ALARM PANELS SHALL BE
PROVIDED INSIDE THE BUILDING AS WELL AS
MOUNTED IN A VISIBLE LOCATION ABOVE THE
TANK WITH AUDIBLE AND VISIBLE INDICATION.
PLAN NORTH
14111909
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