Am3_Plans_W912PL-15-B-0005.pdf
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Amendment 3 - Drawings. Changes to 9 sheets of the drawings.
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T2_RevA.DGN
A 4/30/15 R.K.MISC. CHANGES AMT No.1
A A A A A A A
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REVISED TEXT AMT No.3 5/13/15 R.K.
B
B
S A
F E
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P A
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V A
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N G
IN
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DESIGNED BY:
DRAW N BY:
CHECKED BY:
APPROVALSYMBOL DESCRIPTIONS
REVISIONSFILE NAME:
A B C D
A B C D
P lo t D a te
RIVERSIDE COUNTY, CALIFFORNIA
SANTA MARGARITA RIVER W ATERSHED,
MURRIETA CREEK - PHASE 2S
H
E E
T
S c a l e
SUBMITTED BY:
DISTRICT FILE NO.226/
CHIEF, DESIGN BRANCH
ARTHUR Y. JUNG, PE
CORPS OF ENGINEERS
LOS ANGELES
U.S. ARMY ENGINEER DISTRICT
SPEC. NO. W 912PL-15-B-0005
-M
A R
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DATE
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, S T
A . 9
94+72.36
CONCRETE OVERFLOW
A R.K.5/13/15REVISED TEXT AMT No.3
A
F
IL
L , S
T R
U C
T U
R A
L C
O M
P A
C T
E D
E
,2
,7
E
,2
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C O
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C O
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E
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E
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R
W
R
W
R/W
R
W
R /W
R
W
R
W
R/W
R
W
89+00
90+00
91+00
92+00
93+00
94+00
95+00
96+00
97+00
98+00
99+00
100+00
PISta 89+59.49
PISta 95+28.19
N 1'3
W
.9
1'
N '17
W
.3
C
C C
C
Sta 95+00
EROSION INDICATOR
Sta 95+00
EROSION INDICATOR
P R
O F
IL
EP
L A
N
S C
A L
E : 1
F
T
G R
A P
H
IC
S C
A L
E
STA. 89+00 MATCH LINE SEE SHEET C10
STA. 100+00 MATCH LINE SEE SHEET C8
V E
R T
. S C
A L
E : 1
I N
F T
H O
R
IZ
. S C
A L
E : 1
IN
F
T
S C
A L
E : 1
I N
F
T
ELEVATION
ELEVATION
N .T
.S
T O
P O
F E
A S
T /W
E S
T C
H A
N N
E L
S L
O P
E
5'
PLAN AND PROFILE
STA. 100+00 TO STA. 89+00
SIDE DRAIN
BEGIN CHANNEL
TRANSITION AND REVEGETATION
167'
SIDE DRAIN
132' 35'
INVERT W IDTH
IN
V
E R
T C
H A
N N
L
H
A N
N
O P
E T
O P
O F
E A
S T
STA 92+26.94
30" RCP
STA 96+35.68
72" RCP
STA 91+47.46
STA 92+26.94
30" RCP
STA 96+35.68
72" RCP
EL 989.32
EL 987.57
STA 94+72.36
R
IP
R A
P T
O E
F
H
A N
N E
L C
24"RCP
48" RCP
STA 97+56.61
EL 987.34
R
IP
R A
P T
O E
IN
V
E R
T
R
IP
R A
P T
O E
R
IP
R A
P T
O P
O F
24" RCP
SIDE DRAIN
SIDE DRAIN
24" RCP
BOTTOM TRANSITION
EL 987.46
CONCRETE OVERFLOW
CONCRETE OVERFLOW
H :4
V
STA.90+20.00
TOP OF RAMP
STA 93+20
N
STA 91+60.11
STA 91+60.11
R C
F C
S T
D . M
V
E H
IC
U
L A
R T
U R
N A
R O
U N
D
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IS
T
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D .G . T
R A
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P .I.P
STA 92+76.69 STA 92+76.69
SHORING
STA 94+80
END W EST
S O
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T
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IN
T E N
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IS
T
IN
G C
A T
C H
W E
IN
T E N
A N C E
R
O A D
D .G
140'
F L
O W
S L
O P
E T
O P
O F
W E
S T
R
IP
R A
P T
O P
O F
31'
R
IP
A R
IA
N
C
O R R
ID
O R
4 1
C C
H A
N N
E L
L
20'-20.5'
VARIES
S E
C T
IO
N
M A
IN
T
A
IN
E D
C H
A N
N E
L
SHORING
STA 91+00
S A
F E
T Y
P A
Y S
V A
L U
E E
N G
IN
E
E R
IN
G
P A
Y S
DESIGNED BY:
DRAW N BY:
CHECKED BY:
APPROVALSYMBOL DESCRIPTIONS
REVISIONSFILE NAME:
A B C D
A B C D
P lo t D a te
RIVERSIDE COUNTY, CALIFFORNIA
SANTA MARGARITA RIVER W ATERSHED,
MURRIETA CREEK - PHASE 2S
H
E E
T
S c a l e
SUBMITTED BY:
DISTRICT FILE NO.226/
CHIEF, DESIGN BRANCH
ARTHUR Y. JUNG, PE
CORPS OF ENGINEERS
LOS ANGELES
U.S. ARMY ENGINEER DISTRICT
SPEC. NO. W 912PL-15-B-0005
-M
A R
C H
-2
DATE
C09.DGN
A S
S H
O W
N
J.G.R.
J.G.R.
C
R.K.
C9_RevA.DGN
C O
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A
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IA
N
V A
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RAILINGS
END PIPE SAFETY
E L
E V
. 9 .3
E L
E V
. 1 .4
E L
E V
. 1
.5
E L
E V
. 1 .4
A C C E S S
R
A M P
R
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R
A P
B A
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P R
O T
E C
T
IO
N
S O
IL
C
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T B
A N
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A N
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N
BEGIN W EST
Y P
IC
A L
C R
O S S
S E C T
IO
.T
.S
R /W
R /W
IN
V
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T D
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N
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R A
P L
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D S
C A
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R
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N
B E
R M
R O
A D
' M
A
IN
T
R /W
R /W
B E
ELEVATION
EROSION INDICATOR
Sta 86+00
EROSION INDICATOR
Sta 86+00
Sta 81+00
EROSION INDICATOR
Sta 81+00
EROSION INDICATOR
A REVISED TEXT AMT No.3 5/13/15R.K.
E L
E V
. 1 .7
E L
E V
. 1 .5
E L
E V
. 1
.8
Elev 983.54
A C C E S S
R
A M P
STA. 88+10.82
BEGIN ACESS RAMP
W EST SIDE
BEGIN ACESS RAMP
S
.0
S
.0
B
E L
. 1 .7
E L
. 9 .7
E L
. 1 .2
E L
. 9 .7
E L
. 1
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E L
. 1 .0
C E
M E
N T
S L
O P
E T
O E
O F
S O
I L
STA. 84+00.00
STA. 82+00.00
STA. 88+00.00
STA 83+00.00
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IS
T
IN
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G R
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D E
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H=22.00
H=21.500
H=21.500
H=20.500
SD
SD
B R
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W ALL
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T R
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P
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MAIN
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P I. S
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IN
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70'
35'
35'
L E
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P R
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C H
A N
N E
L C
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24" RCP
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SIDE DRAIN
SIDE DRAIN
SIDE DRAIN
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S E
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24" RCP
SIDE DRAIN
60" RCP
SIDE DRAIN
60" RCP
SIDE DRAIN
STA 84+10.09
24" RCP
SIDE DRAIN
STA 82+17.00
24" RCP
SIDE DRAIN
STA 81+21.37
24" RCP
S E
E S
H E
E T
S C
C
F
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D E
T A
I L
S
C O
N S
T R
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T S
ID
E
D R
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F E
A T
U R
E
W IDTH TRANSITION
BEGIN CHANNEL BOTTOM
STA 82+00
EL 986.52
EL 986.70
EL 986.52
EL 985.83
EL 985.48
EL 985.34
IM
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S W
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79+00
80+00
81+00
82+00
83+00
84+00
85+00
86+00
87+00
88+00
89+00
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PISta 81+53.65
PISta 86+07.27
C
C C
C
C C
PCSta
7+58.1
PTSta 7 9+81.20
PCSta 8 1+07.43
PTSta 81+99.46
PCSta 85+43.17
PTSta 86+71.19
PCSta 87+04.68
P R
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IL
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P L
A N
S C
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F
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IN
F
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MATCH
LIN
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SHEET
C11
STA. 89+00 MATCH LINE SEE SHEET C9
ELEVATION
STA. 89+00 TO STA. 78+00
PLAN AND PROFILE
O
W
S C
A L
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F
T
G R
A P
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S C
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W E
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T E N
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C L
C H
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E L
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P O
W E
R P
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P
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X
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T
IN
G L
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H
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C H
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E L
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IN
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W IDTH TRANSITION
END CHANNEL BOTTOM
167'
D E
S
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N
IN
V E
R T
C H
A N
N
INVERT W IDTH
60" RCP
C
S L
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O P
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W E
S T
STA 86+52.60
STA 84+00
SIDE DRAIN
SIDE DRAIN
105'
STA 87+54.22
STA 87+54.22
STA 86+83.06
STA 86+52.60
132'
35'
31'
60" RCP
E
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IN
T E N
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N
S A
F E
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P A
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V A
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N G
IN
E
E R
IN
G
P A
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DESIGNED BY:
DRAW N BY:
CHECKED BY:
APPROVALSYMBOL DESCRIPTIONS
REVISIONSFILE NAME:
A B C D
A B C D
P lo t D a te
RIVERSIDE COUNTY, CALIFFORNIA
SANTA MARGARITA RIVER W ATERSHED,
MURRIETA CREEK - PHASE 2S
H
E E
T
S c a l e
SUBMITTED BY:
DISTRICT FILE NO.226/
CHIEF, DESIGN BRANCH
ARTHUR Y. JUNG, PE
CORPS OF ENGINEERS
LOS ANGELES
U.S. ARMY ENGINEER DISTRICT
SPEC. NO. W 912PL-15-B-0005
-M
A R
C H
-2
DATE
A S
S H
O W
N
C
J.G.R.
J.G.R.
R.K.
C10_RevA.DGN
S O
IL
C
E M
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T
B E
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4 1
C C
H A
N N
E L
L
22'-20.5
VARIES
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W EST H=21.500
STA. 83+00.000
E L
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L E
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STA. 80+10.500
MAIN ST. BRIDGE CLE
L
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A M P
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A
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N
T Y
P I C
A L
C R
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S S
E C
T I
.S
R /W
/W
A
ELEVATION
A REVISED TEXT AMT No.3 5/13/15R.K.
Sta 7 5+00
EROSION INDICATOR
Sta 7 5+00
EROSION INDICATOR
S C
A L
E : 1
F
T
G R
A P
H
IC
S C
A L
E
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M A
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N
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,5
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.4
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C H
A N
N E
L C
C U
R V
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A T
A
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EROSION INDICATOR
Sta 70+00
Sta 70+00
EROSION INDICATOR
E L
E V
. 1
.4 E
L E
V . 1
.1
E L
E V
. 9 .8
E L
E V
. 9 .3
W E
U
D E R P
A S S
E A
D E R P
A S S
STA. 71+60.597
EAST UNDERPASS
END FIRST ST
W EST UNDERPASS
END FIRST ST
STA. 71+40.597
S
.0
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. 1 .7
E L
. 9
.7
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STA 76+36.84
SIDE DRAIN
STA 69+50.13
STA 69+44.92
54"RCP
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H E
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.9
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E
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W
R
W
R
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R/W
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W R
W
R
W R
W
R
W
67+00
68+00
69+00
70+00
71+00
72+00
73+00
74+00
75+00
76+00
77+00
78+00
5 1
A S P
H
A S P
H
A S P
H
PISta 73+03.04
C C
C
C
S
M A
IN
T
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A N
C E
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1H :4
V
1H :4
V
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I N
F T
S C
A L
E : 1
I N
F
T
STA. 67+00 MATCH LINE SEE SHEET C12
STA. 78+00 MATCH LINE SEE SHEET C10
ELEVATION
S A
F E
T Y
P A
Y S
V A
L U
E E
N G
IN
E
E R
IN
G
P A
Y S
DESIGNED BY:
DRAW N BY:
CHECKED BY:
APPROVALSYMBOL DESCRIPTIONS
REVISIONSFILE NAME:
A B C D
A B C D
P lo t D a te
RIVERSIDE COUNTY, CALIFFORNIA
SANTA MARGARITA RIVER W ATERSHED,
MURRIETA CREEK - PHASE 2S
H
E E
T
S c a l e
SUBMITTED BY:
DISTRICT FILE NO.226/
CHIEF, DESIGN BRANCH
ARTHUR Y. JUNG, PE
CORPS OF ENGINEERS
LOS ANGELES
U.S. ARMY ENGINEER DISTRICT
SPEC. NO. W 912PL-15-B-0005
-M
A R
C H
-2
DATE
H O
R
IZ
. S C
A L
E : 1
IN
F
T
F L O
W
E L
E V
. 9
.7
E L
E V
. 9
.1
A S
S H
O W
N
C
N
IN
V
E R
T C
H A
N N
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O P
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S O
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C
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J.G.R.
J.G.R.
S E
W E
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E
P .I
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T
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C A
S E
D
EAST SHORING LIMITS BEGIN STA 70+00
PIER NOSE DETAIL REVISED
R.K.
C11_RevA.DGN
S
E A
IN
T E N
A N C E
R
O A D
S
P R
O F
IL
E
PLAN AND PROFILE
STA. 78+00 TO STA. 67+00
L C
H A N
N E L
C
140'
CHANNEL W IDTH
105'
S
5'
SIDE DRAIN
SIDE DRAIN
E L
E V
.1
S
T A
.4
C
F
IR
S T
S T . B
R
ID
G E
U
N D E R P
A S S
F
IR
S T
S T . B
R
ID
G E
U
N D E R P
A S S
48" RCP
48" RCP
SIDE DRAIN
EL 983.65
DROP INLET
STA 67+93.50
ENCASING
IN 30.0" STEEL
ENCASED
15.0" SEW ER
SIDE DRAIN
SIDE DRAIN
35'
C B
STA 69+40
C B
BEGIN W EST SHORING
STA 74+00
BEGIN W EST SHORING
CB
STA 71+00
IN
V
E R
T C
H A
N N
E L
D E
S
IG
N
S L
O P
E T
O P
O F
E A
S T
END W EST SHORING
STA 74+40
54" RCP
54" RCP
EL 984.67
B E
R M
B E
R M
B E
R M
B E
R M
END EAST SHORING
BEGIN EAST SHORING
STA 67+61.73
N
,12
,7
N
,12
,5
N
,12
,2
N
,12
,5
N
,12
,2
STA 70+00
CB
E X
IS
T
IN
G
R
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-R A
P /S
T A
B
IL
IZ
A
T
IO
N
R E
M O
V E
A N
D S
A L
V A
G E
30"RCP
30"RCP
EL 983.59
H :4
V
.2
W EST UNDERPASS
BEGIN FIRST ST
STA. 69+11.41
C FIRST ST
L
E L
E V
. 1
.4
E L
E V
. 1
.0
E L
E V
. 1
.5
STA. 66+90.300
H :4
V
N O
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T
. P
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R
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IS
T
. P
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B
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D
IN
G
IN
V
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N
B A
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F
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L
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IN
G
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T
IN
G
P
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R
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P
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N
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N .T
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T
B E
R M
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C T
IO
N
M A
IN
T
A
IN
E D
C H
A N
N E
L
22'-20.5
VARIES
R O
M A
I N
T
C O
R R
ID
O
R R
IP
A
R
IA
N8
V A
R
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S V
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S
C C
H A
N N
E L
L
T Y
P I C
A L
C R
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S S
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T I
.S
R /W
/W
A REVISED TEXT AMT No.3 5/13/15
O
IL
C
E M
E N
T
4 1
C C
H A
N N
E L
L
22'-20.505
Sta 65+00
EROSION INDICATOR
EROSION INDICATOR
Sta 65+00
Sta 60+00
EROSION INDICATOR
Sta 60+00
EROSION INDICATOR
SLOPE
E L
E V
. 1
.1
E L
E V
. 1 .7
E L
E V
. 9
.1
E L
E V
. 1
.9
C
C
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N
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A D
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T
N
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E
.1
70'
126'
N
.9
C E
M E
N T
S L
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E
T O
P O
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S O
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C
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T
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L W
A L
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(B O
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S
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) A T
S T
A
IN
S
T A
L L
P O
S T
A N
D C
A B
L E
F E
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T O
P
SIDE 2:1
R
IP
R A
P
STA 60+96.51
STA 59+00
T R
A N
S
IT
IO
N
STA 59+00
STA 60+96.51
C O
N S
T R
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T D
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P I
N L
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, S E
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H E
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S
S
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W E
S T
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P A
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G O
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S H
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C
C O
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T R
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T M
A
IN
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N C
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P O
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C
F
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S T
A L
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B A
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L A
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S
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S
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N
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H E
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R -1
SIDE DRAIN
59+00
C C
F
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D E
T A
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S
C O
N S
T R
U C
T S
I D
E D
R A
I N
F E
A T
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E . S
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S H
E E
SLOPE 1H:2V
SIDE DRAIN
SLOPE TRANSITIONSTA 65+50 END CHANNEL
STA. 60+97.38.00
2-72" RCP
EL 984.42
DROP INLET
44'
R
W
S E
E S
H E
E T
S C
, C
F O
R S
ID
E
D R
A
IN
S
IN
F O
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N
C
F O
R C
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S S
S E
C T
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N S
, S E
E S
H E
T E
M P
O R
A R
Y B
E R
M
B E
R M
B E
R M
E A
S T
A N
D W
E S
T M
A
IN
T E
N A
N C
E R
O A
D
S E
T T
L E
M E
N T
M O
N U
M E
N T
, S T
A
A N
D S
T A
B A
S E
B I D
O P
T I O
N S
T A
T
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T A
F
IL
L , S
T R
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T U
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P A
C T
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A
R.K.
F
IL
L , S
T R
U C
T U
R A
L C
O M
P A
C T
E D
A
E
,2
,2
N 2,122,750
N 2,122,500
N 2,122,250
59+00
60+00
61+00
62+00
63+00
64+00
65+00
66+00
67+00
PCSta 59+00.00
PCCSta 60+96.51
R
W
R
W R
W
R
W
R
W
R
W
C
A
E L
E V
. 9
.8
E L
E V
. 9
.9
E L
E V
. 9
.8
STA. 66+89.360
EAST UNDERPASS
BEGIN FIRST ST
STA. 66+90.300
W EST UNDERPASS
BEGIN FIRST ST
PVI 59+00.00
Elev 979.94
S
.0
B
E L
. 1
.1
E L
. 9
.1
E L
. 1
.9
E L
. 9
.9
E L
. 1
.9
E A
S T
S L
O P
E T
O P
W
S T
S L
O P
E T
O P
M E
N T
S L
O P
E T
O E
O F
S O
I L
STA. 59+00.00
STA. 61+00.00
EAST H=21.00
W EST H=28.00
STA. 65+50.00
STA. 63+50.00E
X
IS
T
IN
G
G R
O U
N D
CL
V E
L . 8
.5
V E
L . 6
.4
V E
L . 5
.5
D E
S
IG
N
IN
V E
R T
H=22.500
H=22.500
H=22.00
V A
R
IE
S
'T
O
'T
O
R O
M A
I N
T
C O
R R
ID
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R R
IP
A
R
IA
N
SLOPE 2:1
SIDE
E X
IS
T
IN
G
A S P H
A L T
ELEVATION
ELEVATION
C12
C O
N S
T R
U C
T
IO
N N
O T
E S
R
L
T
P I. S
T A
T
IO
N
,8
.4
.2
'1
R E
F E
R E
N C
E N
O T
E
A S
S H
O W
N
C
C H
A N
N E
L C
C U
R V
E D
A T
A
L
J.G.R.
J.G.R.
R.K.
C12_RevA.DGN
S A
F E
T Y
P A
Y S
V A
L U
E E
N G
IN
E
E R
IN
G
P A
Y S
DESIGNED BY:
DRAW N BY:
CHECKED BY:
APPROVALSYMBOL DESCRIPTIONS
REVISIONSFILE NAME:
A B C D
A B C D
P lo t D a te
RIVERSIDE COUNTY, CALIFFORNIA
SANTA MARGARITA RIVER W ATERSHED,
MURRIETA CREEK - PHASE 2S
H
E E
T
S c a l e
SUBMITTED BY:
DISTRICT FILE NO.226/
CHIEF, DESIGN BRANCH
ARTHUR Y. JUNG, PE
CORPS OF ENGINEERS
LOS ANGELES
U.S. ARMY ENGINEER DISTRICT
SPEC. NO. W 912PL-15-B-0005
-M
A R
C H
-2
DATE
P L
A N
S C
A L
E : 1
I N
F
T
' STA. 67+00 MATCH LINE SEE SHEET C11
5'
F L
O W
SLOPE
L C
H A
N N
E L
C
M A
IN
T
. R O
A D
J O
IN
E
X
IS
T
IN
G B
Y O
T H
E R
S
G
IR
L S
G Y
M A
N D
P A
R K
IN
G
F U
T U
R E
B O
Y S
A N
D
C H
A N
N E
L S
L O
P E
T O
P O
F E
A S
T /W
E S
T
C O
R R
ID
O
R
R
IP
A R
IA
E R
T
D E
S
IG
' 1
S E
C T
I O
N
M A
IN
T
A
IN
E D
C H
A N
N E
L
S E
C T
I O
N
M A
IN
T
A
IN
E D
C H
A N
N E
L
STA. 67+00 TO STA. 59+00
PLAN AND PROFILE
S C
A L E : 1
F
T
G R
A P
H
IC
S C
A L E
2:1 SIDE
JOIN PHASE 1
W IDTH TRANSITION
STA 59+00 END CHANNEL
STA 61+00
BOTTOM W IDTH TRANSITION
STA 63+50 END CHANNEL
.1
70'
TERRACE
STA60+97.382-72"RCP
@ 65+50 153'
205.00'
235.73' @ 59+24.64
60+00
@ 63+50
BOTTOM W IDTH TRANSITION
STA 61+00 BEGIN CHANNEL
205'
S L
O P
E T
O P
O F
W E
S T
155'
INVERT W IDTH
140'
INVERT W IDTH
35'
BENCH
W IDTH TRANSITIONCHANNEL BOTTOMSTA 66+00 BEGIN
TRANSITIONCHANNEL SLOPESTA 66+00 BEGIN
SLOPE 1H:4V
140'
N .T
.S
N .T
.S
C R
O S
S S
E C
T I O
N
S T
A
T Y
P
IC
A L
C R
O S
S S
E C
T
IO
N
M A
IN
T E N
A N C E
R
O
IN
T E N
A N C E
R
O A D
D .G
P R
O F
IL
E
N
T R
A N
S
IT
IO
N
SLOPE 1:2
SIDE
SLOPE 1:2
SIDE
V E
R T
. S C
A L
E : 1
I N
F T
SLOPE 2:1
SIDE
5'
5'
R /W
R /W
R /W
R /W
R O A D
M A
IN
T
. R O
A D
J O
IN
E
X
IS
T
IN
G
T O
P O
F M
A
IN
T E
N A
N C
E R
O A
D
PHASE 2
50'
S L
O P
E T
O P
O F
E A
S T
IN
V
E R
T C
H A
N N
E R
T C
H A
N N
IP
A R
IA
N
C O
R R
ID
O
R
B E
R M
B E
R M
B E
R M
B E
R M
34'
H :2
V
STA 61+66.75
H :2
V
H
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SANTA MARGARITA RIVER W ATERSHED,
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SUBMITTED BY:
DISTRICT FILE NO.226/
CHIEF, DESIGN BRANCH
ARTHUR Y. JUNG, PE
CORPS OF ENGINEERS
LOS ANGELES
U.S. ARMY ENGINEER DISTRICT
SPEC. NO. W 912PL-15-B-0005
-M
A R
C H
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DATECROSS SECTIONS
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SUBMITTED BY:
DISTRICT FILE NO.226/
CHIEF, DESIGN BRANCH
ARTHUR Y. JUNG, PE
CORPS OF ENGINEERS
LOS ANGELES
U.S. ARMY ENGINEER DISTRICT
SPEC. NO. W 912PL-15-B-0005
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A R
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A REVISED TEXT AMT No.3 5/13/15 R.K.
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DISTRICT FILE NO.226/
CHIEF, DESIGN BRANCH
ARTHUR Y. JUNG, PE
CORPS OF ENGINEERS
LOS ANGELES
U.S. ARMY ENGINEER DISTRICT
SPEC. NO. W 912PL-15-B-0005
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A REVISED TEXT AMT No.3 5/13/15 R.K.
C30_RevA.DGN
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DESIGNED BY:
DRAW N BY:
CHECKED BY:
APPROVALSYMBOL DESCRIPTIONS
REVISIONSFILE NAME:
A B C D
A B C D
P lo t D a te
RIVERSIDE COUNTY, CALIFFORNIA
SANTA MARGARITA RIVER W ATERSHED,
MURRIETA CREEK - PHASE 2S
H
E E
T
S c a l e
SUBMITTED BY:
DISTRICT FILE NO.226/
CHIEF, DESIGN BRANCH
ARTHUR Y. JUNG, PE
CORPS OF ENGINEERS
LOS ANGELES
U.S. ARMY ENGINEER DISTRICT
SPEC. NO. W 912PL-15-B-0005
-M
A R
C H
-2
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