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DS: c:\users\b3eddwjm\pw_working\mvs\d0196767\AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg
2019/05/27
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FOR NEW RECESS
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2. FOR MITER JOINTS AND BUTT JOINTS IN EMBEDDED EDGE PROTECTION,
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0 4' 8'2'
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0 4' 8'2'
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ELEVATION - MONOLITH 206
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L MONO. JOINTC L MONO. JOINTC L MONO. JOINTC
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L MONO. JOINTC L MONO. JOINTC
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EL. 433.0
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3'-6"1'-6"9'-6"1'-4"
9'-6"1'-6"3'-6"
EL. 441.0
EL. 433.0
C C
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10'-9"1'-6"9'-6"1'-4"
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7'-3"1'-6"4'-7"4'-1"9'-1"
DETAILS
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A1
GENERAL SHEET NOTES
1. FOR GENERAL NOTES, SEE SHEET S-001
SC501 THRU SC506
DETAILS SEE SHTS.
FOR NEW RECESS
CL MONO. JOINTCL MONO. JOINT
CL MONO. JOINTCCL MONO. JOINT L BULKHEAD SLOT
L BULKHEAD SLOTC
CL MONO. JOINTCCL MONO. JOINT L BULKHEAD SLOT
CL MONO. JOINTCL MONO. JOINT L BULKHEAD SLOTC
7'-0"4'-1"3'-2"
6'-3"1'-6"23'-3"
DETAILS
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7'-0"4'-1"3'-2"
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SC501 THRU SC506
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FOR NEW RECESS
AND WINCH
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TO REMAIN
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EL. 443.0
EL. 444.0
EL. 443.0
W P -1
-R -0
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N O
L
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H S
A
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PROVIDE CJP WELD WITH EXPOSED SIDE GROUND SMOOTH.
2. FOR MITER JOINTS AND BUTT JOINTS IN EMBEDDED EDGE PROTECTION,
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PROTECTION
EXIST. EDGE
PROTECTION
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NEW EDGE
PROTECTION
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PROTECTION
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PROTECTION
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PROTECTION
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13'-10 1/16 "
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ELEV. 446.00
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2 3 4 5 6 7 8 9 10
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US Army Corps
U .S
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PLAN AT ELEVATION 457.00
GATE ANCHORAGE
NEW MITER
7-#6@12"
12-#6 @12"
#6
#6
E6 8'0 4' 16'
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12'-9"7'-0"
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(TYP)
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#9 TYP.
'-6
'-6
HOOK PANEL
C EXIST. MOORING
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'-6
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P
#9 TYP.
L
CONCRETE
NEW CIP
ADD'L #6 1
PART PLAN SECONDARY ANCHORAGE AT ELEVATION 446.00
MITER GATE ANCHORAGE
C NEW SECONDARY
SCALE: 1/2" = 1'-0"SCALE: 1/4" = 1'-0"
3'-9"2'-6"9'-6"
A1 8'0 4' 16'SCALE: 1/2" = 1'-0"
PART PLAN PRIMARY ANCHORAGE AT ELEVATION 446.00
L
ANCHORAGE
MITER GATE
C NEW PRIMARY
1'-6"
1'-6"
2'-0"
"8
2'-10 L
C W14 COLUMN
L
COLUMN
C W14
#9 TYP.
(TYP)
#9 DWLS.
1'-6"
(TYP)
S
P A
A T
BULKHEAD SLOT
EXIST.
#9 TYP.
A8 SCALE: 3/8" = 1'-0"
SECTION
SR503
A6 SCALE: 3/8" = 1'-0"
SECTION
L W14 COLUMNC
1'-0"
4 SPA. @ 2'-0" = 8'-0"2'-0"1'-6"
S
P A
L W14 COLUMNC
E M
B E
D
#9 DOWEL (TYP.)
(TOP LAYER ONLY)
#6 @12" EACH WAY
4'0 2' 8'
B .M .M
W .J .M
A .L .S
4'-0"
1'-0"3'-6"
EXISTING RECESS
LADDER RECESS TO MATCH
W P -1
-R -0
#6
'-0
6" CLR. (TYP)
11"
ONLY)
ANCHORAGE
#9 DWL. (PRIMARY
ANCHORAGE)
#9 BAR (SECONDARY
(TYP. UNO.)
AND EPOXY GROUTED
#9 DOWELS DRILLED
20-#9@6"
(TYP. EA. SIDE OF ANCHORAGE)
7-#9@6"
6"
BARS
4-#9 STD. HOOK
(ALT. W/ #9 DWLS.)
4 SPA. AT 1'-0" = 4'-0"1'-1"2 SPA. AT 9"=1'-6"
9-#9 DWLS. DRILLED AND EPOXY GROUTED (SECONDARY ANCH.)
11-#9 DWLS. DRILLED AND EPOXY GROUTED (PRIMARY ANCH.)
(TYP. EA. SIDE OF ANCHORAGE)
A8
A
A
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D B
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2 3 4 5 6 7 8 9 10
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SR504
W P -X
X -X
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US Army Corps
U .S
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'-0
'-6
1'-6
1'-6
1'-6
TYP. E
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#9
#9
#9 DOWEL (TYP.)L W14 COLUMNC
NEW CIP CONCRETE
A
NCHORAGE
L N
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ATE
C
0 2' 4'1'E5
DETAIL
SCALE: 1/2" = 1'-0"
GENERAL SHEET NOTES
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001.
2. SEE REFERENCE DRAWINGS FOR ADDITIONAL INFORMATION.
#6 BT
#9 TYP.
C
L R
C
L R
" CLR.
0 2' 4'1'E8
0 2' 4'1'F8
DETAIL
SCALE: 1/2" = 1'-0"
SECTION
SCALE: 1/2" = 1'-0"
C L
R
B
T
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C H F
A C
E
E M
B E
D
T Y
P
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#9 @ 12"
TOP LAYER ONLY
#6 @ 12" EACH WAY
0 2' 4'1'A2
SECTION
SCALE: 1/2" = 1'-0"
L W14 COLUMN
C
1'-0"
1'-6"2'-0"4 - SPA. @ 2'-0" = 8'-0"1'-2"
#9 DOWELS (TYP.) L W14 COLUMN
C
(T
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A C
H S
ID
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F A
N C
H O
R
T Y
P E
M B
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0 2' 4'1'A5
SECTION
SCALE: 1/2" = 1'-0"
PLAN AT ELEVATION 457.00
SCALE: 1/4" = 1'-0"
TOP LAYER ONLY
#6 @ 12" EACH WAY
GROUTED.
DRILLED AND EPOXY
#9 DOWELS (TYP.)
E1
B .M .M
W .J .M
A .L .S
'-1
W P -1
-R -0
SEE DETAIL F8 THIS SHEET
SECONDARY ANCHORAGE RECESS
FOR REINFORCEMENT DETAILS OF
SEE DETAIL E5 THIS SHEET
PRIMARY ANCHORAGE RECESS
FOR REINFORCEMENT DETAILS OF
7 - #6
12"
2 SPA. AT 9"=1'-6"11"1'-1"4 SPA. AT 1'-0" = 4'-0"3'-6"1'-0"
11-#9 DWLS. DRILLED AND EPOXY GROUTED
(TYP. EA. SIDE OF ANCHORAGE)
20-#9@6"
(TYP. EA. SIDE OF ANCHORAGE)
(ALT. W/ #9 DWLS.)
7-#9@6" 6"
BARS
4-#9 STD. HOOK
A2
A5
E8
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US Army Corps
U .S
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E1
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A T
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SR505
SCALE: 1/4" = 1'-0" 0 4' 8'2'
SCALE: 1/2" = 1'-0" 0 2' 4'1'
TYP.
ANCHORAGE
L NEW PRIMARY GATE
C
C
#9 TYP.
#9 TYP.
L W14 COLUMN
NEW CIP CONCRETE
L W14 COLUMNC
1'-0"
S
P A
1'-6" 2'-0" 4 SPA. @ 2'-0" = 8'-0"
A1
SECTION
SCALE: 1/2" = 1'-0" 0 2' 4'1'
L W14 COLUMNC
T Y
P E
M B
E D
#9 DOWEL (TYP.)
TOP LAYER ONLY
#6 @ 12" EACH WAY
A5
SECTION
SCALE: 1/2" = 1'-0" 0 2' 4'1'
SEE DETAIL E-5 THIS SHEET
PRIMARY ANCHORAGE RECESS
FOR REINFORCEMENT DETAILS OF
SEE DETAIL F-8 THIS SHEET
SECONDARY ANCHORAGE RECESS
FOR REINFORCEMENT DETAILS OF
#9 TYP.
" C L
R
" C L
R
" CLR.
F8
DETAIL
SCALE: 1/2" = 1'-0" 0 2' 4'1'
TOP LAYER ONLY
#6 @ 12" EACH WAY
#9 @ 12"
B
T
E A
C H F
A C
E
E M
B E
D
T Y
P
IC
A L
D8
DETAIL
SCALE: 1/2" = 1'-0" 0 2' 4'1'
#9 DOWEL (TYP.)
C L
R
#6 BT
PLAN - AT ELEVATION 457.00
B .M .M
W .J .M
A .L
1'-6"
1'-6"
1'-6"
AND EPOXY GROUTED
#9 DOWELS (TYP.) DRILLED
W P -1
-R -0
7 - #6 @ 12"
6" CLR (TYP)
11-#9 DWLS. DRILLED AND EPOXY GROUTED
(TYP. EA. SIDE OF ANCHORAGE)
2 SPA. AT 9"=1'-6" 11" 1'-1" 4 SPA. AT 1'-0" = 4'-0" 3'-6" 1'-0"
(TYP. EA. SIDE OF ANCHORAGE)
20-#9@6"
7-#9@6"6"
(ALT. W/ #9 DWLS.)
BARS
4-#9 STD. HOOK
A1
D8
L
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.0 A
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SEE DET. A4/SC515
REINSTALLED CHECK POST
R E
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F O
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G
" = 1'-0"4
1SCALE:
PLAN AT ELEVATION 444.0
" = 1'-0"4
1SCALE:
PLAN AT ELEVATION 443.0
2'-0"' 6 SPACES @ 4'-0" 2'-0"'4'-0"'
S
P A
C E
S
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0 4' 8'2' 0 4' 8'2'
"'8 134'-3
6"'
S T
A .0 A
S T
A .7
A
LOCK FACE
GATE ANCHORAGE
C NEW MITER L
GATE ANCHORAGE
C NEW MITER
#6 TYP.
'-1
" T
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GATE ANCHORAGE
C NEW MITER L
GATE ANCHORAGE
C NEW MITER
#6 TYP.#6 TYP.
LOCK FACE
C L
R
T Y
P
U .N .O
9"
9"
9"
#6 BT
#6 @ 12"
A2 " = 1'-0"2
1SCALE:
T Y
P
C #6 DWLS. TYPL
L
TYP.
C #6 DWLS.
TYP.
C #6 DWLS.L
2-#9 DWLS.
7 PLACES
#9, TYP.
#6@12", E.W.
-0
#9 TYP.
#9 TYP.
#9
#4 TIES
#4 TIES
ANCHORAGE
GATE
SECONDARY
C NEW
L
CONCRETE
NEW CIP
4'0 2' 8'
4'-4 7/16 "9'-6"
13'-10 7/16 "
1'-1 3/8 "1'-0"
/1
A6 " = 1'-0"8
3SCALE:
C W14 COLUMN
1'-0"
11 9/16 " 5'-5 3/16 " 1'-6" 2'-6" 2'-0"
S
P A
A T
SECTION
A9 " = 1'-0"8
3SCALE:
SECTION
(T
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(T
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A S
ID
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F A
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H O
R A
G E
C W14 COLUMN
20-#9@6"
(TYP. EA. SIDE OF ANCHORAGE)
L L
4'0 2' 8'
4'0 2' 8'
ELEV. 444.00
ELEV. 433.00
ELEV. 444.00
ELEV. 433.00
M O
N O
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H
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H E
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#6 TYP.
#6 TYP.
D1 D6 B .M .M
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6 - #6 @ 6"= 3'-0"
W P -1
-R -0
PART PLAN AT ELEVATION 433.00
#6@2'-0"
2-#6
#9
DWLS.
4-#9
6-#6 EQ. SPA.
#6@2'-0"
5-#9
1'-0" 3'-6" 5 SPA. AT 1'-0" = 5'-0" 11"
9-#9 DWLS. DRILLED AND EPOXY GROUTED
(TYP. EA. SIDE OF ANCHORAGE)
#9
7-#9@6"
6"
(ALT. W/ #9 DWLS.)
BARS
4-#9 STD. HOOK
1'-0" MIN. EMBED. (TYP.)
AND EPOXY GROUT
STD. HOOK. DRILL
#6 DOWEL W/
A6
A9
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2 3 4 5 6 7 8 9 10
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U .S
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1SCALE:
C W14 COLUMN
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A S
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F A
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H O
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L
L
S
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A T
1'-6"1'-0"
4 SPA. AT 2'-0" = 8'-0" 1'-0" 2'-6"
TYP.
#9 DOWEL,
4" #6
11-#9 DWLS. DRILLED AND GROUTED
(TYP. EA. SIDE OF ANCHORAGE)
GATE ANCHORAGE
NEW PRIMARY
ELEV. 444.00
ELEV. 433.00
NEW CIP CONCRETE
ELEV. 444.00
ELEV. 433.00
GATE ANCHORAGE
NEW PRIMARY
NEW CIP CONCRETE
E5 " = 1'-0"8
3SCALE: 4'0 2' 8'
SECTION
E8 " = 1'-0"8
3SCALE: 4'0 2' 8'
SECTION
E
E
CONCRETE
NEW CIP
'-6
'-0
'-2
C W14 COLUMN
L
1'-6
1'-6
ANCHORAGE
GATE
PRIMARY
C NEWL
#9 DOWELS (TYP)
TYP.
1'-6
#9
#9
PART PLAN AT EL. 433.00
M O
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B .M .M
W .J .M
A .L
0 4' 8'2'" = 1'-0"2
1SCALE:
PART PLAN AT EL. 433.00
#9 DOWELS DRILLED AND GROUTED
#4 TIE TYP.
#4 TIE TYP.
T Y
P
S
P A
A T
#6 @ 12" E.W.
#6
NEW EDGE PROTECTION
W P -1
-R -0
1'-0" 3'-6" 4'-0" 11"1'-1" 2 SPA. AT 9"=1'-6"
20-#9@6"
(TYP. EA. SIDE OF ANCHORAGE)
7-#9@6"
6"
(ALT W/#9 DWLS.)
BARS
4-#9 STD. HOOK
1'-7"
#4 TIES TYP
ELEV. 433.00
ELEV. 444.00
NEW CIP CONCRETE
#9 (TYP)
VARIES
L
MITER GATE ANCHORAGE
C NEW SECONDARY
SR506
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US Army Corps
U .S
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PLAN AT ELEVATION 444.0
0 4' 8'2'
2'-0"
9 SPACES @ 4'-0"
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PLAN AT ELEVATION 443.0
" = 1'-0"4
1SCALE: " = 1'-0"4
1SCALE:
9" CLR.
9" CLR.
C L R
2'-10"
2'-10"
#6 BT
#6 BT
#6 BT
#6 BT
#6 BT
#6 BT
#6
#6
#6
#6
#6
#6
#6 BT
C L
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C L
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6" CLR.
C L
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C NEW MITER
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C NEW MITERL
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39 - #6 @ 12"
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S T
A .0 A
S T
A .0 A
S T
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9 PLACES
#9, TYP.
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#9 TYP.
ANCHORAGE
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4'-3"9'-6"
0 2' 4'1'
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2'-0"
TYP.
#9 DOWEL,
TYP.
1'-0"1'-0""8 11'-10
C W14 COLUMN
L
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" = 1'-0"2
SCALE:
PART PLAN AT ELEVATION 433.0
4'0 2' 8'A6
SECTION
SCALE: 3/8" = 1'-0" 4'0 2' 8'A9
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SCALE: 3/8" = 1'-0"
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ELEV. 433
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(TYP. EA. SIDE OF ANCHORAGE)
1'-0"3'-6"5 SPA. AT 1'-0" = 5'-0"11"
20-#9@6"
(TYP. EA. SIDE OF ANCHORAGE)
(ALT. W/ #9 DWLS.)
BARS
4-#9 STD. HOOK
6"
7-#9@6"
#6@12 E.W.
1'-0" MIN. EMBED. (TYP.)
AND EPOXY GROUT
STD. HOOK. DRILL
#6 DOWEL W/
A9
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2019/05/23
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US Army Corps
U .S
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1'-6"
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NEW PRIMARY
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SECTION
SCALE: 3/8" = 1'-0"
SR511
4'0 2' 8'E8
SECTION
SCALE: 3/8" = 1'-0"
SR511
ANCHORAGE
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PARTIAL PLAN AT ELEVATION 446.00
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US Army Corps
U .S
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PLAN AT ELEVATION 444.0
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1SCALE:
0 4' 8'2'
PLAN AT ELEVATION 443.0
" = 1'-0"4
1SCALE:
0 4' 8'2'
ANCHORAGE NOT SHOWN
NOTE:
2'-1 0"
2'-1 0"
'-1
2'-10"
6" CLR.
TYP. U.N.O.
28 - #6 @ 12"
31'-0"
FACE OF LOCKWALL FACE OF LOCKWALLGATE ANCHORAGE
C NEW MITER L
S T
A .0 B
S T
A .0 B
S T
A .0 B
S T
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SHEET SR514
PRIMARY ANCHORAGE RECESS SEE
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1SCALE: " = 1'-0"2
1SCALE: 0 2' 4'1'
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SECONDARY ANCHORAGE RECESS
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US Army Corps
U .S
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PLAN AT ELEVATION 444.0
FACE OF AUX LOCK
FACE OF AUX LOCK
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2'-10"
'-1
2'-10
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