A.07.24_Plans_Amendment_0001.pdf
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Amendment 0001 Drawings/ Plans. May take 5-10 minutes for drawings to appear on screen.
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D
E: 1,974,120.22
N: 273,454.88
60" INSIDE DIA MANHOLE
W-28
12" RCP
LINE D-1
R C
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IN
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12" RCP
LINE D-2
E 1,974,297.09
N 273,424.84
72" DIA MANHOLE
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U .S
A R
M Y C
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P S O
F E
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IN
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CO
TOW 892.38
STA 73+97 TOP 892.37
STA 74+94
TOP 892.34
STA 76+20
CO
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TOP 892.35
STA 75+78
TOP 892.35
STA 75+36
TOW 892.41
STA 74+52
D
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ATE SURFACE
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MORRELLPUMP PLANT
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TYPE J
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TYPE B2
TYPE B3
TYPE A3 TYPE A2
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg2:50:51 PM 7/24/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/CW/KsRiver/S-Topeka_Vol-III/06.0 EnD/6.1-NWK/CAD_BIM/_Sheets/TFRM_SOU_CS103
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MATCH LINE SHEET NO. CS101
M A
T C
H L
IN
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H E
E T N
O
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A1 SCALE: 1" = 10' 0 10' 20'
N
FLOODWALL CL
BUTTRESS (TYP)
DRILLED SHAFT (TYP)
SOU
E 1974154.07
N 273520.10
INSTALL 11.25° BEND
E 1974255.46
N 273549.04
INSTALL 11.25° BEND
12" PERFORATED HDPE
" H
D P E
" H
DPE
E 1974264.75
N 273549.62
48" INSIDE DIA MANHOLE
TD-MH2
E 1974145.79
N 273515.89
48" INSIDE DIA MANHOLE
TD-MH1
W-1
ABANDONED ABANDONED
ABANDONED
ABANDONED
A B
A N
D O
N E
D
ABANDONED
ABANDONED
A B
A N
D O
N E
D
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ABANDONED
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ABANDONED
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ABANDONED
ABANDONED
ABANDONED W-3
S E
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H E
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S E
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O V
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H E
E T
E 1974303.36
N 273558.93
SEE SOU SE322
GATEWELL
T O
P E
K A
K S
P
U N
IT
I
M P
R O
V E
M E
N T S
D R
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IN
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C O
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A
N O
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H T
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A
W
A T
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W O
R K
S
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
ABANDONED
E: 1,974,331.62
N: 273,542.24
48" INSIDE DIA MANHOLE
RW-MH2
SITE PLAN - STATION 73+82 TO 76+25
E: 1,974,328.19
N: 273,554.46
18" IN (S) = 863.5'
TIE INTO EXISTING
E 1974361.26
N 273575.52
48" INSIDE DIA MH
TD-MH4
E 1974300.50
N 273519.73
48" INSIDE DIA MANHOLE
TD-MH3
E: 1,974,331.98
N: 273,486.75
48" INSIDE DIA MANHOLE
RW-MH1
PIPE SHALL BE SUPPORTED DURING CONSTRUCTION
TOP OF NEW 18" RCP ~865.67
BOTTOM OF EXISTING 36" VCP ~866.5'
~11" CLEARANCE
A LOW SPOT AND FLOW INTO TD-MH3.
NOT ALLOW WATER TO POOL OR POND IN
AWAY FROM THE MANHOLE COVER. DO
SHOWN ON CG204. WATER SHALL DRAIN
TD-MH3 TO MATCH TOP ELEVATION
RAISE FINISH GRADE SURROUNDING
J U
L Y
L = 20 FT
12" PERF HDPE
L = 28 FT
12" PERF HDPE
E: 1,974,334.72
N: 273.568.08
CLEANOUT
ABANDONED
E: 1,974,283.76
N: 273,553.17
CLEANOUTBOLLARDS (TYP)
AS ADVERTISED
SEE CG203 AND CG204
TOE DRAIN UPSTREAM
-2
-2
R E
V
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US Army Corps
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TOP 89
2.34STA 76
+20
STA 76+62
TOP 892.17
STA 77+04
TOP 892.16
STA 77+46
TOP 892.16
STA 77+88
TOP 892.11
STA 78+30
TOP 892.11
STA 78+72
CB
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D
LINE B-118" RCP
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COLLECTOR
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LI
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TYPE D
TYPE D
TYPE DTYPE C
TYPE B
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DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg7:41:03 AM 7/25/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/CW/KsRiver/S-Topeka_Vol-III/06.0 EnD/6.1-NWK/CAD_BIM/_Sheets/TFRM_SOU_CS104
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A1 SCALE: 1" = 10' 0 10' 20'
N
LFLOODWALL C
BUTTRESS (TYP) DRILLED SHAFT (TYP)
SOU
E 1974367.50
N 273577.16
INSTALL 11.25° BEND
24" PERFORATED HDPE
A B A N
D O
N E D
ABANDONED
ABANDONED
ABANDONED
ABANDONED
ABANDONED
ABANDONED
W-12
ABANDONED
W-4
ABANDONED
W-5
ABANDONED
W-6
ABANDONED
W-14
ABANDONED
W-13
ABANDONED
ABANDONED
S E
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O V
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H E
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S E
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BUILDING AND FOUNDATION REMOVED BY OTHERS
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SEE GC101
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SHORT-TERM
SITE PLAN - STATION 76+25 TO 78+75
-2
-2
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D A
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IT
H A
M E
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M E
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AS ADVERTISED
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TOE DRAIN UPSTREAM
L
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N N
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D A
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C O
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2 3 4 5 6 7 8 9 10
SHEET ID
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U .S
A R
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TOP 89
2.11STA 78
+72
TOP 892.08
STA 79+14
TOP 891.93
STA 80+40
TOP 891.93
STA 81+24
TOP 891.93
STA 80+82
TOP 891.97
STA 79+98TOP 892.03
STA 79+56
A B
A N
D O
N E
D
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P A
P P
R O
X D
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AGGREGATE SURFACE
CONCRETE EDGE
860860860
LINE B-1
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LINE B-1
18" RCP
LINE B-1
12" RCP
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24" PERFORATD CMP
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P-16
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg7:49:19 AM 7/25/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/CW/KsRiver/S-Topeka_Vol-III/06.0 EnD/6.1-NWK/CAD_BIM/_Sheets/TFRM_SOU_CS105
F
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N
M A
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H L
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H E
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M A
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TYPE D
TYPE D
TYPE C
TYPE B
TYPE B
LFLOODWALL C
BUTTRESS (TYP)
DRILLED SHAFT (TYP)
SOU
E 1974615.82
N 273562.19
INSTALL 11.25° BEND
E 1974627.94
N 273558.87
INSTALL 11.25° BEND
24" PERFORATED HDPE
E 1974621.55
N 2273559.33
48" INSIDE DIA MANHOLE
TD-MH5
ABANDONED
ABANDONED
ABANDONED
W-15
ABANDONED
W-16
ABANDONED
W-17
ABANDONED
W-8
ABANDONEDW-7
ABANDONED
S E
E C
O V
E R S
H E
E T
S E
E C
O V
E R S
H E
E T
T O
P E
K A
K S
P
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IT
I
M P
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M E
N T S
D R
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IN
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C O
D E
V O
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II
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A
N O
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A
W
A T
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W O
R K
S
CONSTRUCTION LIMITS
TYPE D2
24" PERFORATED HDPE
W-9
ABANDONED
J U
L Y
SEE GC101
SHORT-TERM CONSTRUCTION LIMITS
SEE GC101
SHORT-TERM CONSTRUCTION LIMITS
SEE GC101
SHORT-TERM CONSTRUCTION LIMITS
SITE PLAN - STATION 78+75 TO 81+25
-2
-2
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
AS ADVERTISED
SEE CG203 AND CG204
IN UPSTREAMTOE DRA
L
IC
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A T
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N N
O
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S
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D B
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SHEET ID
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TOP 891.81
STA 82+08
TOP 891.82
STA 82+50
TOP 891.85
STA 81+66 TOP 891.
STA 83+7
TOP 891.77
STA 83+34
TOP 891.83
STA 82+92
TOP 891.93
STA 81+24
CB
CB
15"
(UNKNOWN MATERIAL)
(U N
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AREA INLET
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INV UNKNOWN
885885885 885885885
890 890 890 890 890
TYPE C
TYPE BTYPE BTYPE BTYPE BTYPE BTYPE B
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg3:48:21 PM 7/24/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/CW/KsRiver/S-Topeka_Vol-III/06.0 EnD/6.1-NWK/CAD_BIM/_Sheets/TFRM_SOU_CS106
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N
T
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M A
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H E
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A1 SCALE: 1" = 10' 0 10' 20'
N
FLOODWALL CL
BUTTRESS (TYP)
DRILLED SHAFT (TYP)
SOU
E 1974878.48
N 273490.25
INSTALL 11.25° BEND
E 1974866.37
N 273493.62
INSTALL 11.25° BEND
24" PERFORATED HDPE 24" PERFORATED HDPE
E 1974872.09
N 2737490.73
48" INSIDE DIA MANHOLE
TD-MH6
W-9
ABANDONED
S E
E C
O V
E R S
H E
E T
S E
E C
O V
E R S
H E
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BOLLARD (TYP)
T O
P E
K A
K S
P
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M E
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IN
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C O
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II
S
O U
T H T
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A
N O
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H T
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A
W
A T
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W O
R K
S J
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Y
CONSTRUCTION LIMITS
SITE PLAN - STATION 81+25 TO 83+75
-2
-2
R E
V
IS
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N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
AS ADVERTISED
SEE CG203 AND CG204
TOE DRAIN UPSTREAM
L
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N N
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U .S
A R
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TOP 891.73
STA 84+18
TOP 891.69
STA 84+59
TOP 891.74
STA 85+86
CO
CO
TOP 891.71
STA 85+01
TOP 891.72
STA 86+28
TOP 891.75
STA 83+76
TOP 891.80
STA 85+44
S
S
MADISON STREET
PUMP PLANT
S
T E
E L
S
T E
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S
T A
C K
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A N A
B A
N D
O N
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C
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A
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P A
P P
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L
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V E
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C
IP
A
P P
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L
RCB
8'x8'
21" RCP
FLOW
36" STEEL
36" STEEL
C
IP
A P
P R
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L E
V
.5
A B
A N
D O
N E
D U
N K
N O
W N S
IZ
E /D
E P
T H
15"(UNKNOWN MATERIAL)
21"(UNKNOWN MATERIAL)
21"
(UNKNOW
N MATERIAL)
21"(UNKNOWN MATERIAL)
AGGREGATE SURFACE
P-9
EXISTING
CONCRETE
GUTTER
AREA INLET
TOP = 879.64
INV UNKNOWN
AREA INLET
TOP = 879.72
INV UNKNOWN
AREA INLET
TOP = 879.34
INV UNKNOWN
INV UNKNOWN
TOP = 879.80
AREA INLET
STAIRS
875 875
TXFR
W
W
BUTTERFLY
VALVEBUTTERFLY
VALVE
C
IP
890 890
TYPE H
TYPE B
TYPE B
TYPE C
TYPE ETYPE C
TYPE B
TYPE B4
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg3:53:51 PM 7/24/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/CW/KsRiver/S-Topeka_Vol-III/06.0 EnD/6.1-NWK/CAD_BIM/_Sheets/TFRM_SOU_CS107
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O
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A1 SCALE: 1" = 10' 0 10' 20'
N
LFLOODWALL C
BUTTRESS (TYP)
DRILLED SHAFT (TYP)
SOU
E 1975139.14
N 273420.22
INSTALL 11.25° BENDE 1975127.04
N 273422.06
INSTALL 11.25° BEND
24" PERFORATED HDPE
24" PERFORATED HDPE
36" STEEL
S T
A T
IO
N
T
O
E 1975270.77
N 273408.78
SEE SE321 FOR DETAIL
TD-JB1
E 1975132.82
N 273419.40
48" INSIDE DIA MANHOLE
TD-MH7
12" PERFORATED HDPE
PERFORATED
12" HDPE
S E
E C
O V
E R S
H E
E T
S E
E C
O V
E R S
H E
E T
PIPE RELOCATION PLAN
SEE CU201 FOR 36" STEEL
E 1975331.28
N 273405.93
SHEET CG205
STA 0+00
TOE DRAIN
END DOWNSTREAM
E 1975312.03
N 273407.03
SHEET CG203
STA 0+00
DRAIN
END UPSTREAM TOE
BOLLARD (TYP)
T O
P E
K A
K S
P
U N
IT
I
M P
R O
V E
M E
N T S
D R
A W
IN
G
C O
D E
V O
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II
S
O U
T H T
O P
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A
N O
R T
H T
O P
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A
W
A T
E R
W O
R K
S
CONSTRUCTION LIMITS
STRUCTURE DURING CONSTRUCTION
PROTECT EXISTING STORM
E 1975262.29
N 273409.36
INSTALL 11.25° BEND
FENCELINE
SPACED 18' FROM
BARRIERS EQUALLY
REINSTALL JERSEY
E 1975242.40
N 273414.25
INSTALL 11.25° BEND
WITH 20' WIDE GATE
INSTALL 6' FENCE
J U
L Y
SITE PLAN - STATION 83+75 TO 86+25
-2
-2
R E
V
IS
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N A
C C
O R
D A
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E W
IT
H A
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M E
N T
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SEE CG203 AND CG204
TOE DRAIN UPSTREAM
L
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N N
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N
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U .S
A R
M Y C
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TOP 891.68
STA 88+79TOP 891.69
STA 88+38
TOP 891.72
STA 86+70
TOP 891.72
STA 86+28
TOP 891.73
STA 87+12 TOP 891.73
STA 87+96
TOP 891.75
STA 87+54
S
S
CB
C
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C
IP
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T E
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T A
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IN
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TXFR
C
IP
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885885 885885885
890 890 890 890 890
TYPE C
TYPE B
TYPE H
TYPE F
TYPE B4 TYPE B5 TYPE B6
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg4:05:35 PM 7/24/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/CW/KsRiver/S-Topeka_Vol-III/06.0 EnD/6.1-NWK/CAD_BIM/_Sheets/TFRM_SOU_CS108
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N
M A
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DRILLED SHAFT (TYP)
CONTRACTOR TO COORDINATE DE-ENERGIZATION WITH UTILITY OWNER.
OVERHEAD TRANSMISSION APPROX. LOW LINE ELEVATION 940
SOU
E 1975360.98
N 273403.92
INSTALL 11.25° BEND
E 1975371.29
N 273405.22
INSTALL 11.25° BEND
12" PERFORATED HDPE
E 1975576.07
N 273390.86
BEND
INSTALL 11.25°
E 1975563.53
N 273391.70
BEND
INSTALL 11.25°
E 1975569.72
N 273390.04
48" INSIDE DIA MANHOLE
TD-MH8
E 1975347.37
N 273403.85
SEE SE321 FOR DETAIL
TD-JB2
W-18
ABANDONED
W-19
ABANDONED
W-20
ABANDONED
W-21
ABANDONED
W-22
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SEE CG205
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G5ECXLH3
Text Box
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N N
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TOP 891.40
STA 91+32
TOP 891.46
STA 90+90
TOP 891.50
STA 90+48
TOP 891.56
STA 90+06
TOP 891.61
STA 89+64TOP 891.67
STA 89+22TOP 891.68
STA 88+79
S
S
S
CB
C
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P
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AGGREGATE SURFACE
D
42"
UNKNOWN M
ATERIA
L
S
860860860
869870
D
F E N C E G
A T E
884 884
891 891
TYPE G
TYPE C
TYPE F
TYPE C3
TYPE C4 TYPE C5
TYPE C6
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg4:08:58 PM 7/24/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/CW/KsRiver/S-Topeka_Vol-III/06.0 EnD/6.1-NWK/CAD_BIM/_Sheets/TFRM_SOU_CS109
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J U
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DEVICE. PROTECT IN PLACE
BOX AND FLOW METERING
EXISTING STORM JUNCTION
E 1975832.27
N 273382.39
48" INSIDE DIA
TD-MH9
E 1975823.96
N 273374.20
INSTALL 45° BEND
E 1975838.46
N 273384.04
INSTALL 11.25° BEND
E 1975810.99
N 273374.30
CUSTOM BEND
INSTALL 27.25°
E 1975792.84
N 273382.23
INSTALL 22.5° BEND
W-26
ABANDONED
GATE PER CS504
AND 24' WIDE SWING
RE-INSTALL 8' FENCE
SITE PLAN - STATION 88+75 TO 91+25
-2
-2
R E
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IS
E D I
N A
C C
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D A
N C
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IT
H A
M E
N D
M E
N T
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SEE CG205
TOE DRAIN DOWNSTREAM
L
IC
IT
A T
IO
N N
O
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S
IG
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TOP 891.38
STA 93+00
TOP 891.34
STA 93+42
TOP 891.36
STA 92+58TOP 891.40
STA 91+32
TOP 891.45
STA 91+74
TOP 891.45
STA 92+16
N E R
IV
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AGGREGATE SURFACE
42" U
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NKNOWN MATERIAL
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LARGE RIPRAP
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LARGE RIPRAP
885885
885885
890 890 890890 890
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1 WIRE
TYPE ATYPE A
TYPE BTYPE BTYPE B
TYPE G
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg4:11:03 PM 7/24/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/CW/KsRiver/S-Topeka_Vol-III/06.0 EnD/6.1-NWK/CAD_BIM/_Sheets/TFRM_SOU_CS110
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SOU
E 1976039.87
N 273398.52
INSTALL 11.25° BEND
12" PERFORATED HDPE
W-27
ABANDONED
ABANDONED
E 1976051.31
N 273397.01
48" INSIDE DIA MANHOLE
TD-MH10
J U
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W O
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CONSTRUCTION LIMITS
ACCESS ROUTE
N 273,364.75
E 1,975,926.61
E 1,975,935.84
N 273,371.47
E 1,975,945.05
N 273,377.79
E 1,975,946.47
N 273,367.08
E 1,975,925.00
N 273,375.64
BURIED, CUT OFF 2' BELOW GRADE
TEST PILE LOCATIONS
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HILL1A
HILL-1
GENERAL SHEET NOTES
EXISTING FLOODWALL
EXISTING FLOODWALL
STRUCTURAL DETAILS (TYP)
SHOWN ON SITE PLANS AND
BUTTRESS AND PILE LOCATION
KANSAS RIVER
RELIEF WELL & COLLECTOR SYSTEM
1 2
CRANE STREET
N K
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V E B
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ID
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N E R
IV
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SHEET LEGEND
CONSTRUCTION LIMITS
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NEW ACCESS RAMPEXISTING ACCESS RAMP
I-70
A1
FLOODWALL MAP
SCALE: 1" = 100' 100' 200'0
N
E1
LEVEE MAP
SCALE: 1" = 300' 600'0 300'
N
WORK IS COMPLETE, AREA SHALL NOT BE USED BY CONTRACTOR.
SCHEDULED 7 DAYS IN ADVANCE AND COORDINATED WITH THE COR. ONCE
OR DEMOLITION TASKS WITHIN LIMITS. WORK WITHIN THESE LIMITS MUST BE
LIMITS SHOWN SHALL ONLY BE USED WHILE WORKING ON CONSTRUCTION
DUE TO VICINITY OF ACTIVITIES ON SITE, SHORT TERM CONSTRUCTION 3.
SEE G-007 FOR NOTES ON CONSTRUCTION LIMITS AND SITE ACCESS.2.
CONTRACTOR SHALL PROTECT CONTROL POINTS.
SEE G-006 FOR CONTROL POINT DESCRIPTIONS AND LOCATIONS. 1.
S E
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O V
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H E
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KANSAS RIVER
SEE SOU_C-102
BORROW AREA
ACCESS ROAD
RAILROAD TRACKS
RAILROAD TRACKS
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SPECIAL ACCESS AREA (SEE GC102)
SPECIAL ACCESS AREA (SEE GC102)
SHORT TERM CONSTRUCTION LIMITS (SEE GC101)
CONSTRUCTION LIMITS / STORAGE / LAYDOWN
ACCESS ROUTE
AS ADVERTISED
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SEE SOU GC101
HILL'S PET NUTRITION ACCESS
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GENERAL SHEET NOTES
SHEET LEGEND
CONSTRUCTION LIMITS
SOU
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S E
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O V
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H E
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CONSTRUCTION LIMITS
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A1
SHORT-TERM CONSTRUCTION LIMITS
SCALE: NTS
CONSTRUCTION LIMITS
E1
LAYDOWN/STORAGE CONSTRUCTION LIMITS
SCALE: 1" = 50' 50' 100'0
N
AND AREA SHALL NO LONGER BE USED BY CONTRACTOR.
IS COMPLETE, TEMPORARY CONSTRUCTION FENCING SHALL BE REMOVED
SCHEDULED 30 DAYS IN ADVANCE AND APPROVED BY THE COR. ONCE WORK
OR DEMOLITION TASKS WITHIN LIMITS. WORK WITHIN THESE LIMITS MUST BE
LIMITS SHOWN SHALL ONLY BE USED WHILE WORKING ON CONSTRUCTION
DUE TO VICINITY OF ACTIVITIES ON SITE, SHORT TERM CONSTRUCTION 4.
WITH 6' FENCE AND SUPPLIED WITH CONSTRUCTION LIGHTING.
LAYDOWN/STORAGE CONSTRUCTION LIMITS CONSIST SHALL BE FENCED OFF 3.
SEE G-007 FOR NOTES ON CONSTRUCTION LIMITS AND SITE ACCESS.2.
POINTS.
SEE SOU_CG100 FOR SITE ACCESS AND CONSTRUCTION LIMIT CONTROL 1.
SPECIAL ACCESS AREA (SEE GC102)
SHORT TERM CONSTRUCTION LIMITS
CONSTRUCTION LIMITS / STORAGE / LAYDOWN (SEE CG100)
ACCESS ROUTE (SEE CG100)
SPECIAL ACCESS AREA (SEE GC102)
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HILL'S PET NUTRITION ACCESS NOTES
OR DRINK IS PERMITTED ON PLANT GROUNDS.
GLASS IS NOT PERMITTED ON PLANt GROUNDS OF THE FACILITY. NO FOOD 10.
UNSANITARY CONDITIONS IS PROHIBITED.
LITTERING OR CONTRIBUTING TO POOR HOUSEKEEPING AND OTHER
CONTRACTOR WORK AREAS MUST BE PICKED UP AND SWEPT DAILY. 9.
MOUTH WHILE ON THE JOB.
SHALL NOT HOLD TOOTHPICKS, MATCHES OR SIMILAR OBJECTS IN THEIR
TO BE CARRIED ON CONTRACTOR EMPLOYEE. CONTRACTOR EMPLOYEE
GUM CHEWING AND CHEWING TOBACCO IS NOT PERMITTED, NOR ALLOWED 8.
WATER IS CONSIDERED A BEVERAGE AND IS NOT ALLOWED.
RE-SEALABLE TOP OR SCREW CAP TO PREVENT SPILLAGE. FLAVORED
CONTAINERS PERMITTED FOR WATER ONLY. WATER BOTTLE MUST HAVE A
FOOD INGREDIENTS SUCH AS GUM. CLEAR WATER BOTTLES ARE THE ONLY
NO FOOD OR DRINK IS PERMITTED ON PLANT GROUNDS. THIS INCLUDES 7.
RESTRAIN HAIR FROM CONTAMINATING PRODUCT.
HAIR NETS (RED) MUST BE WORN AT ALL TIMES ON PLANT GROUNDS TO 6.
FEET FROM EDGE.
FEET BEFORE ENTERING, HAVE PROPER ACCESS AND SOIL KEPT BACK 3
WORK MUST BE SHORED OR HAVE SLOPED VERTICAL SIDES EXCEEDING 5
PLACED AT ALL FLOOR OPENINGS AND SHOULD BE SECURED. EXCAVATION
NEEDED FOR EXCAVATION WORK. HOLE COVERS OR BARRICADES MUST BE
CONTRACTOR IS RESPONSIBLE FOR ANY BARRICADES THAT MAY BE 5.
STICKERS.
HARD HATS AND BUMP CAPS ARE TO BE FREE OF DAMAGE AND ANY 4.
DECK OUTSIDE OF MAIN BREAK AREA. SMOKING IS PROHIBITED ELSEWHERE.
DESIGNATED "SMOKING AREA" FOR CONTRACTORS WILL BE ON COVERED 3.
BEFORE ENTERING AND LEAVING HILL'S PROPERTY (ALL TIMES).
EMPLOYEES MUST SIGN-IN AND SIGN-OUT AT THE HILL'S GUARD SHACK
ALL CONTRACTORS' EMPLOYEES AND THEIR SUBCONTRACTORS' 2.
AS SHORT TERM CONSTRUCTION LIMITS.
THE FOLLOWING NOTES APPLY SPECIFICALLY TO THE AREAS DESIGNATED 1.
AS ADVERTISED
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SEE NOTES THIS PAGE
HILL'S PET NUTRITION ACCESS
GUARD SHACK FOR
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