Am0002_Dwgs.pdf
PDF 6 MB Posted
- Attached to
- Rehab Little Papillion Creek
- Solicitation number
- W9128F-16-B-0001
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W9128F-16-C-0012.pdf | ||
| COMPLETED_ABSTRACT_W9128F-16-B-0001.pdf | ||
| Q A_1_15_16.pdf | ||
| Am0003.pdf | ||
| Am0003_Dwgs.pdf | ||
| Am0002.pdf | ||
| Additional_Little_Papio_Contractor_Q A.pdf | ||
| Am0001_Dwgs.pdf | ||
| Am0001.pdf | ||
| 16-B-0001_Little_Papio_Dwgs.pdf | ||
| 16-B-0001_Little_Papio_Near_NFM_Specs.pdf |
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
A N
S I
D
L
IT
T L E P
A P
IL
L
IO
N C
R E
E K
C H
A N
N E
L I
M P
R O
V E
M E
N T S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
D E
C
M R
P P
C -3
W F -1
-B -0
INDEX
FILE NUMBER SHEET NO. DESCRIPTIONDESIGN FILE
ER12CG811.DGN
ER12CG802.DGN
ER12CG801.DGN
ER12CG800.DGN
ER12CG708.DGN
ER12CG707.DGN
ER12CG706.DGN
ER12CG705.DGN
ER12CG704.DGN
ER12CG703.DGN
ER12CG702.DGN
ER12CG701.DGN
ER12CG501.DGN
ER12CG303.DGN
ER12CG302.DGN
ER12CG301.DGN
ER12CG221.DGN
ER12CG212.DGN
ER12CG211.DGN
ER12CG201.DGN
ER12CG122.DGN
ER12CG121.DGN
ER12CG102.DGN
ER12CG101.DGN
ER12CS101.DGN
ER12GI101.DGN
ER12G-002.DGN
ER12G-001.DGN
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
MRPPC52-341
CG811
CG802
CG801
CG800
CG708
CG707
CG706
CG705
CG704
CG703
CG702
CG701
CG501
CG303
CG302
CG301
CG221
CG212
CG211
CG201
CG122
CG121
CG102
CG101
CS101
GI101
G-002
G-001
PIEZOMETER DATA
SOIL BORING LOGS SHEET 2 OF 2
SOIL BORING LOGS SHEET 1 OF 2
SOIL BORING LOGS LEGEND, ABBREVIATIONS AND GENERAL NOTES
TIMBER PILE PIPE SUPPORT DETAIL
CURB AND GUTTER AND GRAVEL SURFACING DETAILS
HANDRAIL DETAILS
SHEETPILE CAP DETAILS
CONCRETE COLLAR DETAILS
SILT FENCE DETAILS
EROSION CONTROL BLANKET DETAIL
HORIZONTAL ALIGNMENT DATA AND HORIZONTAL AND VERTICAL CONTROL POINTS
RELIEF WELL DETAIL
TYPICAL CHANNEL SECTIONS SHEET 3 OF 3
TYPICAL CHANNEL SECTIONS SHEET 2 OF 3
DELETEDTYPICAL CHANNEL SECTIONS SHEET 1 OF 3
RAMP PROFILE
SHEETPILE PROFILE SHEET 2 OF 2
SHEETPILE PROFILES SHEET 1 OF 2
CHANNEL BOTTOM PROFILE
EXISTING DRAINAGE STRUCTURE 192+50R PLAN AND PROFILE
DRAINAGE STRUCTURE 194+50R PLAN AND PROFILE
DETAIL PLAN
GENERAL PLAN
EXISTING SITE CONDITIONS
LOCATION MAP, VICINTY MAP AND ACCESS POINTS
INDEX
COVER
G-002
E R
G -0
.D
G N
IN
D
E X
D D
M /R
D L
H W
B /M
E B
D P
R
B N J
:1
A
M
R
E
IS
S U
E D D
R A
W
IN
G /0
/2
D D
M
D D
M
A M
R
E
IS
S U
E D D
R A
W
IN
G /1
/2
/1
/2
.3
.4
.5
.6
.8
.9
.9
.9
.0
+1 .0
.0
.1
.1
.1
.1
.3
.6
+ 1 .6
.6
.8
.0
.0
.0
.1
.1
.2
.2
.2
.3
.4
.4
.5
.5
.5
.6
.6
.6
.6
.7
.8
.8
.8
.9
.9
.0
0 1010
.0
.0
.1
.1
+ 1 .2
1015 1015
+ 2
C M
P
IN
V E
R T .9
+ 2
IN
C
M P
IN
V E
R T .6
+ 4
IN
C
M P
IN
V E
R T .9
10201020
10201020
1025 1025
10251025
1030 1030
1030 1030
M E
R L -4 E
N D L -5 S
T A
R T
IH
-1
-0
N
.3
E
.1
E L E
V
.5
+M E
R L -5 E
N D
+ 1035 10351035
P
IE
Z U
S R
B
N F
M B
H -1
.720
.875
.9
.033
7.05
.060
.2
.321
P
IE
Z D
S R
B
M E
R L -2 S
T A
R T
M E
R L -1 E
N D
1040 1040
1040 1040 1040
N F
M B
H -3
N F
M B
H -2
A
M W+
N F
M B
H -2
B
NFM WAREHOUSE
M W+
M W++ x
NFM WAREHOUSE
P
IE
Z M
ID
L
B
P
IE
Z D
S L
B
P
IE
Z U
S L
B
+ 1 x
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
A N
S I
D
L
IT
T L E P
A P
IL
L
IO
N C
R E
E K
C H
A N
N E
L I
M P
R O
V E
M E
N T S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
D E
C
M R
P P
C -3
W F -1
-B -0
A
A
A
A
CG1.02
S P +0
S P +5
S P 1+
S P 1+
S P
+0
S P
+5
S P
+6
S P
+6
R
+0
R
+5
R
1+
R
1+
R
+0
R
+5
R
+0
R
+5
R
+0
R
+1
R
+1
S P +0
S P +5
S P 1+
S P 1+
S P
+0
S P
+2
S P
+2 x x x x x x x
C
+5
C
1+
C
1+
C
+0
C
+5
C
+0
C
+5
C
+0
C
+5
C
+0
C
+5
C
+0
WALL 01
L SHEETPILE C
CL CHANNEL
CL CHANNEL
CL CHANNEL
PIPE SECTION
REMOVE AND REPLACE
1-48" DIA. RCP
STRUCTURE 194+50R
L DRAINAGE C C
1-24" DIA. CMP
STRUCTURE 196+00R
L EXISTING DRAINAGE
C
WALL 02
L SHEETPILE
WALL 03
L SHEETPILE C
C
RAMP
L ACCESS
C
RAMP
L ACCESS
3- RELIEF WELLS
INSTALL
1-18" DIA. CMP
195+45L
STRUCTURE
EXISTING DRAINAGE
ACCESS ROUTE
WAREHOUSE
FURNITURE MART
NEBRASKA
WAREHOUSE
FURNITURE MART
NEBRASKA
WAREHOUSE
FURNITURE MART
NEBRASKA
x x x x x x x x x x x x x x x x x x
SP3 0+00
SP3 0+50
SP3 1+00
SP3 1+50
SP3 2+00
SP3 2+20SP3 2+20
x
GUTTER
CURB AND
INSTALL 115'
HANDRAIL
INSTALL 240'
XX
X
X
X
X
X
XX
XX
X
X
X
X
X
XX
N 543 344.589
E 2 730 533.323
N 543 157.116
E 2 730 639.467
ROW
PROJECT
EASEMENT
TEMPORARY
ROW
PROJECT
ROW
PROJECT
N 543 396.081
E 2 730 502.847 N 543 247.157
E 2 730 580.959
CG302
CG102
CG101
CG302
CD102
CG101
CG303
CG102
CG101
CG303
CG102
CG101
CG303
CD102
CG101
CG303
CD102
CG101
CG101
020' 20'
SCALE: 1 INCH = 20 FEET
G E
N E
R A
L P
L A
N
E R
C G
.D
G N
D D
M /R
D L
H W
B /M
E B
D P
R /J J R
B N J /C
M
:1
A
M
R
E
IS
S U
E D D
R A
W
IN
G /0
/2
D D
M
54" I.D. CMP
EXTEND EXISTING
Shall Not Be Removed Existing Cottonwood Tree
Shall Not Be Removed Existing Evergreen Tree
1 2
/1
/2
D D
M
A M
R
E V
IS
E D D
R A
IN
A G
E S
T R
U C
T U
R E
/1
/2
IN
C
M P
IN
V E
R T .9
10201020
1020 1025
M E
R L -5 E
N D
P
IE
Z U
S R
B
N F
M B
H -1
.720
.875
.9
7.05
.060
.2
P
IE
Z D
S R
B
1040 1040
"1
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
A N
S I
D
L
IT
T L E P
A P
IL
L
IO
N C
R E
E K
C H
A N
N E
L I
M P
R O
V E
M E
N T S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
D E
C
M R
P P
C -3
W F -1
-B -0
A
C
+1 .0
T r a n s it io n to
E l.
.0
1V o n
H
B e g in
S lo p e
P r o te c ti o n
CA
C
A
A
S P
+0
S P +2
S P +4
S P +6
S P +8
S P 1+
S P 1+
S P 1+
S P 1+
S P 1+
S P
+0
S P
+2
S P
+4
S P
+6 0S
P +2
.0
P C
S P
+2 1.
P T
S P
+0
S P
+2
S P
+4
S P
+6
S P
+8
S P
1+
S P
1+
S P
1+
S P
1+
S P
1+
S P
+0
S P
+2
S P
+2
.0
P C
S P
1+ .3
P T
R
+0
R
+2
R
+4
R
+6
R
+8
R
1+
R
1+
R
1+
R
1+
R
1+
R
+0
R
+2
R
+4
R
+6
R
+8
R
+5
.0
P C
R
+0 .8
P R
C
R
+4
.8
P T
A
A
C
C
A A
C
C
C
A
A
C
C
S P 1+ .8
P .I
S P
+6 .0
P .I
S P +0
.0
P .I
S P
1+ .3
P .I
S P
+0
.0
P .I
S P
+2 .0
P .I
R
+0
.0
P .I
R
1+ .5
P .I
R
+2
.3
P .I x x x
El. 1024.00
El. 1024.00 El. 1024.00
El. 1013.00
El. 1013.00
El. 1013.00 x x x x
C
1+
C
1+
C
1+
C
1+
C
+0
C
+2
C
+4
C
+6
C
+8
C
+0
C
+2
C
+4
C
+6
C
+8
C
+0
C
+2
C
1+ 1.
P C
C
+8
.8
P T
C
+3
1.
P .I
S P
+3 .0
E n d
S h e e tp il
W a ll
1WALL 01
L SHEETPILE C
CL CHANNEL
CL CHANNEL
CL CHANNEL
C
C
WALL 02
L SHEETPILE
S P
+0 .0
E n d
S h e e tp il ll
WALL 03
L SHEETPILE C
C
+4
.0
E l.
.0
B e g in
S lo p e
P r o te c ti o n
E n d
T r a n s it io n
C
+1
T r a n s it io n
B e g in
1V o n
H
E l.
.0 n d
S lo p e
P r o te c ti o
C
+4
T ie
In to
E x is ti g
G r o u n d
E n d
S lo p e
P r o te c ti
RAMP
L ACCESS
x x x x x x x x x x x x x x x
SP3 0+40
SP3 0+60
SP3 0+80
SP3 1+00
SP3 1+20
SP3 1+40
SP3 1+60
SP3 1+80
SP3 2+00
SP3 2+20
SP3 2+20.00
P.I.-2 A x SP3 1+45.00
End Sheetpile
SP3 0+85.00
Begin Sheetpile
S P +0
.0
S h e e tp il e w a ll
B e in
P
+0
.0
S h e e tp il e w a ll
B e
GUTTER
CURB AND
INSTALL 115'
E l.
.0
E
,7
,5
.6
N
,4
.7
S h e e t
C G
F o r
D e ta il s
S
+6
.0
In s ta ll R e li f ll
E l.
.0
E
,7
,5
.8
N
,3
.3
S h e e t
C G
F o r
D e ta il s
S
1+ .0
In s ta ll R e li ll
E l.
.0
E
,7
,5
.4
N
,3
1.
S h e e t
C G
F o r
D e ta il s
S
+9
.0
In s ta ll R e li ll
HANDRAIL
INSTALL 240'
PAVEMENT
DISTURBED ASPHALT
REPLACE CONTRACTOR
1-48" DIA. RCP
STRUCTURE 194+50R
L NEW DRAINAGE
REPLACE
REMOVE AND
1-48" DIA. RCP
194+50R
STRUCTURE
DRAINAGE
L EXISTING
Shall Not Be Removed Existing Evergreen Tree
N 543,252.303
E 2,730,533.737
N 543,281.668
E 2,730,564.086
N 543,396.081
E 2,730,502.847
N 543 247.157
E 2 730 580.959
ROW
PROJECT
ROW
PROJECT
N 543 344.589
E 2 730 533.323
EASEMENT
TEMPORARY
CG303
CD102
CG101
CG302
CD102
CG101
CG102
010' 10'
SCALE: 1 INCH = 10 FEET
D E
T A
IL
P
L A
N
E R
C G
.D
G N
H W
B /M
E B
D P
R
B N J
:1
D D
M /R
D L /M
E B
A
M
R
E
IS
S U
E D D
R A
W
IN
G /0
/2
D D
M
/1
/2
D D
M
A M
R
E V
IS
E D D
S
R E
IS
S U
E D
/1
/2
48IN CMP
INVERT= 1015.930
10"
18"
10" x3
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
A N
S I
D
L
IT
T L E P
A P
IL
L
IO
N C
R E
E K
C H
A N
N E
L I
M P
R O
V E
M E
N T S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
D E
C
M R
P P
C -3
W F -1
-B -0
D S
+6
.9
E x is ti n g
D ia . C
M P
C h a n g e in
S lo p e
T o g e th e r
P r o p e r ly
(C u t
P ip e s to
J n c r e te
C o ll
In s ta ll E lb w
T g e th e r
P r o p e r ly
(C u t
P ip e s to
J n c r e te
C o ll
In s ta ll E lb w
D
+8
.5
R e m o v e
C o n c r e te
C o ll a r
E x is ti n g
D ia . C
M P
C h a n g e in
S lo p e
Sheet CG708
For Details See
Bents
Install New Pile
Install New 48" Dia. RCP Class V
54" Dia
. CMP
Rem ove Ex isti ng
48" Dia. RCP
Remove Existing to Remain
Existing 48" Dia. RCP
D S
+0
D S
+1
D S
+2
D S
+3
D S
+4
D S
+5
D S
+6
D S
+7
D S
+8
D S
+9
D S
1+
D S
1+
D S
1+
D S
1+
D S
1+
D S
1+
A A
D S
+0
.0
P .I
D S
1+ .0
P .I
Shall Not Be Removed
Existing Evergreen Tree
D S
+3
.8
D is p o s e d
T o
B e
R e m o v e d a d x is ti n g
P il e
B e n t
El. 1015.93
DS 0+35.93
El. 1016.13
DS 0+60.93
El. 1027.93
DS 0+84.53
El. 1028.26
DS 1+50.00
E l.
.9
D S
+3
.9
3 E l.
.9
D S
+3
.8
Slope= 0.00792
Sl op e=
0.5
Slope= 0.00500
15°
4.00 ' Mi n.
Channel
L
C h a n n e l
C e n te r li n e
D S
+1 .0
C
C
Access Ramp
L
Excavation
Existing 48" Dia. RCP
Remove Approx. 25'-0"
Ex ist ing
4" Di a.
CMP
Re mov e Ap pr ox . 2
6'- 5"
Ground
Existing
Ground
Existing
15°
Class V
New 48" Dia. RCP
Install Approx. 31.00'
Grade
Final
Together Properly)
(Cut Pipes to Join
Concrete Collar
Install Elbow or
DRAINAGE STRUCTURE 194+50 - PROFILE
New
" Di
a. R
CP
Clas s V
Inst all A ppr
ox. 4
4'-8
Grade
Final
25'-00" 54" Dia. CMP
Remove Existing Approx.
10401040
10401040
DS 0+00DS 0+00 DS 0+05 DS 0+10 DS 0+15 DS 0+20 DS 0+25 DS 0+30 DS 0+35 DS 0+40 DS 0+45 DS 0+50 DS 0+55 DS 0+60 DS 0+65 DS 0+70 DS 0+75 DS 0+80 DS 0+85 DS 0+90 DS 0+95 DS 1+00 DS 1+05 DS 1+10 DS 1+15 DS 1+20 DS 1+25 DS 1+30 DS 1+35 DS 1+40 DS 1+45 DS 1+50
E L
E V
A T I
O N
F E
E T
E L
E V
A T I
O N
F E
E T
STATION (FEET)
S ta . D
S
+3
.9
E l.
.9
S ta . D
S
+3
.8
E l.
.9
Sta. DS 0+00.00
El. 1015.93
Slop e= 0 .276
El. 1028.06
Sta. DS 1+09.90
El. 1016.18
DS 0+66.93
To Connect To Old
Need New Pipe Stub
If Elbow Used, May
Together Properly)
(Cut Pipes to Join
Concrete Collar
Install Elbow or Surfacing
4" Gravel
For Details See Sheet CG708
Install New Pipe Bents to Be Removed
Existing Pile Bents
XR-24 XR-24
CG121
NOTES:
SCALE: 1 INCH = 6 FEET
6'6'
D R
A
IN
A G
E S
T R
U C
T U
R E
R
P L
A N A
N D P
R O
F
IL
E
E R
C G
.D
G N
H W
B /M
E B
SCALE: 1 INCH = 6 FEET
6'6'
M E
B /J
2. SEE SPECIFICATION SECTION 32 92 20 FOR GRASS SURFACING REQUIREMENTS.
REQUIREMENTS.
1. SEE SPECIFICATION SECTION 32 15 00 FOR GRAVEL SURFACING,
B N J /W
R B
D P
R /R
J T
:1
D
D M
/1
/2
A M
G
E N
E R
A L R
E V
IS
IO
N S
R E
IS
S U
E D
/1
/2
ON THE PLANS WITHOUT PRIOR APPROVAL OF THE COR.
4. THE CONTRACTOR SHALL NOT REMOVE THE EVERGREEN AND COTTONWOOD TREES IDENTIFIED
3. FOR THE FINAL AS-BUILT, EACH PIPE LENGTH SHALL BE SHOWN ON ON THE PLAN AND THE PROFILE.
THE PIPE IN THE FUTURE.
BENDS, INVERT AT CONNECTION TO EXISTING, AND ANY OTHER LOCATIONS NECESSARY TO LOCATE
TO PLACING COMPACTED FILL. THIS INCLUDES COORDINATES FOR OUTLET INVERT, INVERT AT
2. THE FINAL ALIGNMENT SHALL BE SURVEYED IN NEBRASKA STATE PLACE COORDINATES PRIOR
BE MAINTAINED.
DOWNSTREAM SLIGHTLY. A MINIMUM OF 4 FEET OF COVER OVER THE PIPE IS REQUIRED TO
FINAL ALIGNMENT. IN GENERAL IT WILL BE AS SHOWN ABOVE BUT MOVED UPSTREAM OR
TO FIND THE LOCATION OF THE EXISTING PIPE WILL NEED TO BE CONDUCTED TO DETERMINE THE
1. THE PRECISE LOCATION OF THE EXISTING CULVERT IS NOT KNOWN. THEREFORE, EXCAVATION
NOTES:
F
IL
T E
R P
A C
K B
E N
T O
N
IT
E G
R O
U T
SEE DETAIL "A".
DRESSER COUPLER OR SIMILAR.
4'x4' CONCRETE PAD
L
S
T A
IN
L E
S S
S T
E E
L S
U M
P
2' RIPRAP LAYER
9" SPALLS LAYER
9" BEDDING LAYER
S
T A
IN
L E
S S S
T E
E L S
C R
E E
N E
D
STAINLESS STEEL
16' FROM C WELL
SEE DETAIL "A".
2'-4" TEE.
S
T A
IN
L E
S S S
T E
E L R
IS
E R
B
E N
T O
N
IT
E P
E L L E
T S
S T
E E
L R
IS
E R
S
T A
IN
L E
2'0" Max.
EL. 980.00
EL. 955.00
EL. 945.00
EL. 944.50
EL. 1024.00
EL. 1015.00
13" MIN.
OR CAST IRON
STAINLESS STEEL
FLAP GATE
8" Dia. FLANGED
SERIES OR SIMILAR
NEENAH 1970-80
BOLTED LID
FRAME AND
3'
3'
TOP VIEW
2'
3'
SIDE VIEW LOOKING DOWNSTREAM
SHEETPILE WALL 01
LOOKING AT
FRONT VIEW
WALL 01
SHEETPILE
WELD TO
WALL 01
SHEETPILE
WELD TO
12"
18"
C RELIEF WELLL
C RELIEF WELLL
WELL
RELIEF
18"
E M
B A
N K
M E
N T
C O
M P
A C
T
D
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
A N
S I
D
L
IT
T L E P
A P
IL
L
IO
N C
R E
E K
C H
A N
N E
L I
M P
R O
V E
M E
N T S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
D E
C
M R
P P
C -3
W F -1
-B -0
SCALE: 1''= 5'-0"
0 5'5'
RELIEF WELL DETAIL
A N
S I
D
S O
L -0
-B -N
U M
B
C O
N -0
-B -N
U M
B
M R -P -6
/2
CG501
R E
L
IE
F W
E L L D
E T
A
IL
S
SCALE: 1''= 1'-0"
0 1'1'
SCALE: 1''= 1'-0"
0 1'1'
SCALE: 1''= 1'-0"
0 1'1'
DETAIL A
ELEVATION
THREADED
E R
C G
.D
G N
H W
B /M
E B
D P
R
DRESSER COUPLER OR SIMILAR
8" ø STAINLESS STEEL OUTFALL PIPE
CONCRETE PAD PLAN
CONCRETE PAD
OUTFALL PIPE
4'
1' 1'2'
C O
N C
R E
T E
TOGETHER
TO JIONT PIPES
CUT TEE TO LENGTH
N M
G /D
D M /R
D L
J L
W /B
N J
A
C C
O R
D A
N C
E W /M
O D
IF
IC
A T
IO
N N
O
/1 /2
T S
R
D D
M A
M
G
E N
E R
A L R
E V
IS
IO
N S
:1
SERIES OR SIMILAR
NEENAH 1970-80
BOLTED LID
FRAME AND
SERIES OR SIMILAR
NEENAH 1970-80
BOLTED LID
FRAME AND
DEFLECTOR DETAILS2
/1
/2
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
A N
S I
D
L
IT
T L E P
A P
IL
L
IO
N C
R E
E K
C H
A N
N E
L I
M P
R O
V E
M E
N T S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
D E
C
M R
P P
C -3
W F -1
-B -0
NOTES:
P.I. BEARING DISTANCE STATION NORTHING EASTING
GRID GRID
HORIZONTAL AND VERTICAL CONTROL POINTS
P.I. L T D R P.C. STA. NORTHING EASTING P.T. STA. NORTHING EASTING
5 R 4+16.98 543124.241 2730677.750
S 32°15'37.08" E 335.65'
4 R 3+37.63 543191.679 2730635.183
S 15°44'38.66" E 62.66'
3 R 2+25.37 543299.868 2730604.683
S 27°29'19.79" E 181.81'
2 R 1+27.51 543386.872 2730559.413
S 20°08'47.70" E 64.66'
1 R 0+00.00 543506.577 2730515.497
ACCESS RAMP 194+00R HORIZONTAL ALIGNMENT CURVE DATAACCESS RAMP 194+00R HORIZONTAL ALIGNMENT PI DATA
P.I. BEARING DISTANCE STATION NORTHING EASTING
GRID GRID
P.I. L T D R P.C. STA. NORTHING EASTING P.T. STA. NORTHING EASTING
SHEETPILE 01 HORIZONTAL ALIGNMENT PI DATA SHEETPILE 01 HORIZONTAL ALIGNMENT CURVE DATA
P.I. BEARING DISTANCE STATION NORTHING EASTING
GRID GRID
P.I. L T D R P.C. STA. NORTHING EASTING P.T. STA. NORTHING EASTING
SHEETPILE 02 HORIZONTAL ALIGNMENT PI DATA SHEETPILE 02 HORIZONTAL ALIGNMENT CURVE DATA
P.I. BEARING DISTANCE STATION NORTHING EASTING
GRID GRID
SHEETPILE 03 HORIZONTAL ALIGNMENT PI DATA
3 SP1 2+60.00 543234.844 2730612.720
S 29°29'46.01" E 181.81'
2 SP1 1+20.82 543356.370 2730543.974
S 20°08'47.70" E 64.66'
1 SP1 0+00.00 543469.802 2730502.359
3 SP2 2+20.00 543281.111 2730624.202
S 28°34'00.28" E 181.81'
2 SP2 1+08.33 543379.462 2730570.653
S 20°08'47.70" E 64.66'
1 SP2 0+00.00 543481.168 2730533.340
2 9°20'58.31" 201.20' 100.82' 4°38'48.69" 1233.00' SP1 0+20.00 543451.026 2730509.248 SP1 2+21.20 543268.614 2730593.616
2 8°25'12.57" 176.35' 88.33' 4°46'28.73" 1200.00' SP2 0+20.00 543462.392 2730540.229 SP2 1+96.35 543301.881 2730612.893
3 SP3 2+20.00 543263.902 2730549.380
S 59°07'20.32" W 220.00'
1 SP3 0+00.00 543376.808 2730738.198
4 33°03'56.54" 57.65' 29.03' 114°35'29.61" 200.00' R 3+08.61 543219.617 2730627.307 R 3+66.26 543167.132 2730650.677
3 33°03'56.54" 41.00' 20.57' 28°38'52.40" 200.00' R 2+04.80 543318.116 2730595.188 R 2+45.80 543280.069 2730610.265
2 7°20'32.09" 154.80' 77.50' 4°44'34.90" 1208.00' R 0+50.00 543459.636 2730532.718 R 2+04.80 543318.116 2730595.188
P.I. BEARING DISTANCE STATION NORTHING EASTING
GRID GRID
P.I. BEARING DISTANCE STATION NORTHING EASTING
GRID GRID
DRAINAGE STRUCTURE 194+50R HORIZONTAL ALIGNMENT PI DATA
DRAINAGE STRUCTURE 196+00R HORIZONTAL ALIGNMENT PI DATA
3 DS 1+10.0000 543088.220 2730676.191
S 59°39'44.67" W 110.00'
1 DS 0+00.00 543143.781 2730771.128
IH 14-15-04 542295.044 2731146.970 1043.728 5/8" REBAR WITH CAP
IH 14-15-03 543130.330 2730671.107 1033.569 5/8" REBAR WITH CAP
IH 14-15-02 543959.710 2730332.355 1038.922 5/8" REBAR WITH CAP
IH 14-15-01 544309.739 2730095.895 1034.544 5/8" REBAR WITH CAP
V-LOWPAP-4 545797.668 2729548.258 1043.374 3" BRASS CAP IN CONCRETE
POINT NORTHING EASTING ELEVATION DESCRIPTION
5. COMBINED GRID FACTOR IS: 0.99996234
4. CONTOUR INTERVAL IS 1 US SURVEY FOOT.
FIELD SURVEY DATE: APRIL 2014.
3. TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY METHODS.
VERTICAL DATUM 1988 (NAVD 88). THEY ARE BASED ON CONTROL POINT V-LOWPAP-4.
2. ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN
NEBRASKA STATE PLANE (2600). THEY ARE BASED ON CONTROL POINT V-LOWPAP-4.
AMERICAN DATUM of 1983 (NAD 83) STATE PLANE COORDINATE SYSTEM FOR:
1. GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH
3 DS 1+50.00 543244.069 2730540.281
S 86°27'04.28" W 150.00'
1 DS 0+00.00 543253.354 2730689.9941
CG701
H O
R
IZ
O N
T A
L A
L
IG
N M
E N
T D
A T
A A
N D
H O
R
IZ
O N
T A
L A
N D V
E R
T
IC
A L
C O
N T
R O
L P
O
IN
T S
E R
C G
.D
G N
H W
B /M
E B
D P
R
B N J
M E
B
:1
D
D M
A M
R
E V
IS
E D D
R A
IN
A G
E A
L
IG
N M
E N
T
/1
/2
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
A N
S I
D
L
IT
T L E P
A P
IL
L
IO
N C
R E
E K
C H
A N
N E
L I
M P
R O
V E
M E
N T S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
D E
C
M R
P P
C -3
W F -1
-B -0
SCALE: 3/4 INCH = 1 FOOT
1'-3"1'-3"
2'-6"
EACH FACE
#5 @ 6" HORIZ.
SCALE: 3/4 INCH = 1 FOOT
C L
TOP OF WALL TOP OF WALL
SECTION
SCALE: 3/4 INCH = 1 FOOT
SECTION
AND SHEET PILE
C CONCRETE WALL
L
REINF. REQUIREMENTS
SEE SECTION 1 FOR
SCALE: 3/4 INCH = 1 FOOT
SECTION 4
NO SCALE
TYPICAL CONTROL JOINT (C.J.)
EACH SIDE OF JOINT
STOP ALTERNATE BARS 2" FROM
REINFORCMENT THROUGH JOINT.
CONTINUE 1/2 OF HORIZONTAL
3/4" CHAMFER (TYP.)
TYPICAL FLOODWALL EXPANSION JOINT ELEVATION
TYPICAL
#4 @ 12" VERT.
SHEET PILE
TOP OF
CONCRETE WALL
BOTTOM OF
STUD, TYP.
3/4" x 5" WELDED
STD HOOK
EACH FACE W/
#5 @ 12" VERT.
WELDED STUDS, TYP.
12 - 3/4" DIA. x 5"
EXP. JOINT
TRIMMED PILES NEAR
OF WELDED STUDS AT
OMIT TOP ROW
STUDS, TYP.
5" WELDED
12 - 3/4" DIA. x
CONCRETE WALL
BOTTOM OF
TYPICAL BOTH SIDES AND TOP OF JOINT
JOINT SEALER 1/2" WIDE x 3/4" DEEP, C SHEET PILE
L
(2 EACH FACE)
#5 HOOP BAR
8" 8"
2'-0"
3/16
3/16
SCALE: 1 INCH = 1 FOOT
1'-3"1'-3"
1'-6"1'-6"
T
Y P . 3 C
L R
M
IN
CONCRETE COLLAR
PILE FOR SLEEVE
BURN HOLE IN SHEET
PILE FOR REINFORCEMENT
BURN HOLE IN SHEET
BANDS AND CLAMPS, TYP.
CASING WITH STAINLESS STEEL
NEOPRENE RUBBER SLEEVE TYPE
STEEL PIPE
SLEEVE, STANDARD
COMPRESSIBLE FILLER
CIRCUMFERENCE OF HOOP BARS
#5 BARS @ 18" O.C. AROUND
3/8" STEEL SEAL RING
PZ SHEET PILE
CG211, CG212
SEE SHEETS
EL. VARIES
TYPICAL SHEETPILE CAP SECTION
TYPICAL PIPE PENETRATION OF SHEETPILING
CG211, CG212
SEE SHEETS
EL. VARIES
THE EXPANSION JOINT.
SHALL NOT EXTEND ACROSS
SHEET PILE. THE #6 BAR
ACROSS THE TOP OF EACH
#6 BAR SHALL BE WELDED
SEE DETAILS ON SHEET CG706
GALVANIZED PIPE HANDRAIL POST
/8
1. ALL CONCRETE OUTSIDE CORNERS SHALL HAVE A 3/4 INCH CHAMFER
NOTE:
AND SEAL SYSTEM FOR GOVERNMENT APPROVAL.
CONTRACTOR MAY SUBMIT ALTERNATE SLEEVE
PZ SHEET PILE
SECTION 5
PILE INTERLOCK (TYP.)
JOINT AT NEAREST SHEET
PZ SHEET PILE
AT CONSTRUCTION JOINT
SPLICE HORIZONTAL REINF.
OPTIONAL AT C.J.
CONSTRUCTION JOINT
#6 BAR SEE SECTION 1
NO SCALE
3/4" CHAMFER (TYP.)
SECTION 6
EXPANSION JOINT DETAIL (E.J.)
WITH APPROVED ADHESIVE
FILLER, FASTEN TO ONE SIDE OF JOINT
1#2" PREFORMED EXPANSION JOINT
OF JOINT
BARS 2" FROM EACH SIDE
JOINT. STOP ALTERNATE
REINFORCMENT 2" FROM
STOP HORIZONTAL
WITH SEALANT
1/2" BACKER ROD
SEE SECTIONS 5 AND 6
AND EXPANSION JOINTS
CONTROL, CONSTRUCTION
TYPICAL BOTH SIDES AND TOP OF JOINT
1/2" BACKER ROD WITH SEALANT
JOINTS SPACED 20 FEET APART
2. CONTROL AND CONSTRUCTION
AND CONSTRUCTION JOINTS.
(NOT SHOWN) THROUGH CONTROL
1. CONTINUE SHEET PILE
NOTE:
MAXIMUM 60 FEET APART
2. EXPANSION JOINTS SPACED
AND CONSTRUCTION JOINTS.
(NOT SHOWN) THROUGH CONTROL
1. CONTINUE SHEET PILE
NOTE:
S H
E E
T P
IL
E C
A P D
E T
A
IL
S
J E
O /D
D M /R
D L /M
E B
CG705
B N J /W
R B
D P
R /R
J T
H W
B /M
E B
E R
C G
.D
G N
:1
A
M
G
E N
E R
A L R
E V
IS
IO
N S
D D
M
/1
/2
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
A N
S I
D
L
IT
T L E P
A P
IL
L
IO
N C
R E
E K
C H
A N
N E
L I
M P
R O
V E
M E
N T S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
D E
C
M R
P P
C -3
W F -1
-B -0
C L
C L
C L
C L
C L C L
PLAN
"4
BASE PLATE DETAIL
NO SCALE
GRIND
(TYPICAL)
SEE BASE PLATE DETAIL
6'-0" C-C 6'-0" C-C
GALVANIZED PIPE HANDRAILING ON SHEETPILE WALL
VARIES
" DRAIN HOLE (TYP)8
" HOLES16
" GALV. PLATE8
C L
01' 1'
SCALE: 1 INCH = 1 FEET
1'-3"
CL SHEETPILE
PLAN
6'-0" C-C C L
C L
SEE DETAIL ON THIS SHEET
BASE PLATE
SEE DETAILS ON SHEET CG705
CONCRETE SHEETPILE CAP
ELEVATION
SHEET CG705
DETAILS ON
CAP. SEE
SHEETPILE
CONCRETE
SEE DETAILS ON SHEET CG705
CONCRETE SHEETPILE CAP
1'-3"
4" EMBEDMENT
EPOXY ANCHORS
" ~ GALVANIZED2
3"3"
3"3"
12"
HAVE AT LEAST 3 POSTS.
FABRICATION AND SHIPPING. EACH PIECE SHALL
ADDITIONAL JIONTS AS REQUIRED FOR
TO MATCH CONCRETE EXPANSION JIONTS AND
FABRICATE HANDRAIL WITH JOINTS IN RAILS
HANDRAIL JOINTS
GALVANIZE AFTER FABRICATION
WELD AND GRIND SMOOTH ALL JOINTS,
2" DIA. STEEL PIPE HANDRAIL AND POSTS
ACCORDANCE WITH ASTM A153.
5. ANCHOR BOLTS AND HARDWARE SHALL BE GALVANIZED IN
4. RAILINGS SHALL BE FREE FROM BURRS, SHARP EDGES, AND SHARP CORNERS.
CROSS-SECTIONAL SHAPE.
ARE NOT CRUSHED AND SHALL MAINTAIN THEIR ORIGINAL
3. BENDS IN THE FENCE SHALL BE MADE IN A MANNER THAT RAILINGS
GALVANIZED IN ACCORDANCE WITH ASTM A123.
2. ALL MATERIALS FOR RAILING ASSEMBLY SHALL BE HOT-DIP
CONFORMING TO ASTM A53, GRADE B.
1. PIPE POSTS AND RAILS SHALL BE 2" O.D. SCHEDULE 40 STEEL PIPE
GENERAL NOTES:
"8
9"
3" 1"
H A
N D
R A
IL
D
E T
A
IL
S
CG706
J E
O /M
E B
H W
B /M
E B
E R
C G
.D
G N
B N J /W
R B
D P
R /R
J T
:1
A
M
G
E N
E R
A L R
E V
IS
IO
N S
D D
M
/1
/2
/1
/2
| ER12G-002 |
| ER12GI101 |
| ER12CG101 |
| ER12CG102 |
| ER12CG121 |
| ER12CG501 |
| ER12CG701 |
| ER12CG705 |
| ER12CG706 |
File details come from the government source that posted it. Updated .