SPIA_AMD2_Drawings_2_of_2.pdf
PDF 5 MB Posted
- Attached to
- bank stabilization and pre-consolidation work at Swope Park Industrial Area (SPIA) in Kansas City, Missouri
- Solicitation number
- W912DQ-16-B-1001
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Drawings 2 0f 2
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| File | Type | Posted |
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| Bid_Opening_SPREADSHEET.xlsx | XLSX spreadsheet | |
| General_Decision_Number_updated_9-9-16.docx | DOCX document | |
| specs.pdf | ||
| Amend_02.pdf | ||
| SPIA_AMD2_Drawings_1_of_2.pdf | ||
| A.07.23_Amendment_01_Released.pdf | ||
| Site_Visit_Sign-In_sheet.pdf | ||
| A.07.23_W912DQ-16-B-1001_for_FBO.pdf |
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Text version
:2
S P
IA
C -3
B/L
C-319
S T
A S
T A
C L
IN
S T
H R
U
C R
O S
S S
E C
T
IO
N S
010 20 4020
SCALE: 1" = 20'-0"
/3
/1
12'-0"
3'-3"
S
H E
E T A
D D
E D P
E R A
M E
N D
M E
N T
D e s ig n e d b y
D a te
US Army Corps of Engineers
S u b m it te d b y
Kansas City District
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
P lo t s c a le
K A
N S
A S C
IT
Y
M
IS
S O
U R I
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C A
D D F il e N a m e
D ra w n b y
C h e c k e d b y
Number:
Reference
Sheet
S Y
M
...\SPIA_C-
h a l6
/6 /2
:2
:1
P
M c p w w o rk in g \p p w fe d \d
\S
P
IA
C -3
.d g n
F -1
-8
-0
T F P
S K
H
M J F
R E
F
B A
N K S
T A
B
IL
IZ
A T
IO
N P
R O J E
C T
K A
N S
A S C
IT
Y
M
IS
S O
U R I
S W
O P
E P
A R
K I
N D
U S
T R
IA
L A
R E
A J
U L
Y
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270-10-20-30-40-50-60-70
8+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270-10-20-30-40-50-60-70
9+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270-10-20-30-40-50-60-70
10+00
EL. 796.7
3:1 3:1
3:1 3:1
EL. 796.7
C R
O S
S S
E C
T
IO
N S
T A
M A
T C
H T
O
3.5:1
EXISTING GROUND
PROPOSED GRADE
ACB REVETMENT
RIPRAP
LEGEND
SETTLEMENT
SECTION AFTER
LEVEE DESIGN
TRENCH
INSPECTION
LEVEE
SETTLEMENT
SECTION AFTER
LEVEE DESIGN
FLOODWALL
FUTURE
6" BEDDING
6" BEDDING
6" BEDDING
FABRIC
GEOTEXTILE
SURFACE COURSE
12" AGGREGATE
10'-0"
10'-0" EL. 796.5
EL. 796.5
EL. 782
20:1
20:1
B/L
B/L
2.5:1
2.5:1
:2
S P
IA
C -3
B/L
B/L
B/L
C-320
S T
A S
T A
C L
IN
S T
H R
U
C R
O S
S S
E C
T
IO
N S
010 20 4020
SCALE: 1" = 20'-0"
12'-0"
3'-3"
12'-0"
3'-3"
12'-0"
3'-3"
/3
/1
S H
E E
T A
D D
E D P
E R A
M E
N D
M E
N T
D e s ig n e d b y
D a te
US Army Corps of Engineers
S u b m it te d b y
Kansas City District
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
P lo t s c a le
K A
N S
A S C
IT
Y
M
IS
S O
U R I
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C A
D D F il e N a m e
D ra w n b y
C h e c k e d b y
Number:
Reference
Sheet
S Y
M
...\SPIA_C-
h a l6
/6 /2
:2
:1
P
M c p w w o rk in g \p p w fe d \d
\S
P
IA
C -3
.d g n
F -1
-8
-0
T F P
S K
H
M J F
R E
F
B A
N K S
T A
B
IL
IZ
A T
IO
N P
R O J E
C T
K A
N S
A S C
IT
Y
M
IS
S O
U R I
S W
O P
E P
A R
K I
N D
U S
T R
IA
L A
R E
A J
U L
Y
FINISHED GRADE
FINISHED GRADE
12'-0"
12'-0"
12'-0"
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270-10-20-30-40-50-60-70
11+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270-10-20-30-40-50-60-70
12+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270-10-20-30-40-50-60-70
13+00
EL 765.0
3.5:1
EL 765.0
EL 765.0
EMBEDMENT
STA. 9+00 FOR TOE
SEE CROSS SECTION
SURFACE COURSE
12" AGGREGATE EXISTING GROUND
PROPOSED GRADE
ACB REVETMENT
RIPRAP
FLOODWALL
FUTURE
FLOODWALL
FUTURE
FLOODWALL
FUTURE
LEGEND
FABRIC
GEOTEXTILE
FABRIC
GEOTEXTILE
FABRIC
GEOTEXTILE
6" BEDDING
6" BEDDING
6" BEDDING
EL. 782
EL. 782
EL. 764.4
EL. 764.4
EL. 764.4
3.5:1
2.5:1
3.5:1
2.5:1
3.5:1
:2
S P
IA
C -3
B/L
B/L
B/L
C-321
010 20 4020
SCALE: 1" = 20'-0"
S T
A S
T A
C L
IN
S T
H R
U
C R
O S
S S
E C
T
IO
N S12'-0"
3'-3"
12'-0"
/3
/1
12'-0"
3'-3"
12'-0"
12'-0"
3'-3"
12'-0"
S H
E E
T A
D D
E D P
E R A
M E
N D
M E
N T
D e s ig n e d b y
D a te
US Army Corps of Engineers
S u b m it te d b y
Kansas City District
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
P lo t s c a le
K A
N S
A S C
IT
Y
M
IS
S O
U R I
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C A
D D F il e N a m e
D ra w n b y
C h e c k e d b y
Number:
Reference
Sheet
S Y
M
...\SPIA_C-
h a l6
/6 /2
:2
:1
P
M c p w w o rk in g \p p w fe d \d
\S
P
IA
C -3
.d g n
F -1
-8
-0
T F P
S K
H
M J F
R E
F
B A
N K S
T A
B
IL
IZ
A T
IO
N P
R O J E
C T
K A
N S
A S C
IT
Y
M
IS
S O
U R I
S W
O P
E P
A R
K I
N D
U S
T R
IA
L A
R E
A J
U L
Y
FINISHED GRADE
FINISHED GRADE
FINISHED GRADE
EL 765.0
EL 765.0
EL 765.0
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270-10-20-30-40-50-60-70
14+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270-10-20-30-40-50-60-70
15+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270-10-20-30-40-50-60-70
16+00
FABRIC
GEOTEXTILE
EXISTING GROUND
PROPOSED GRADE
ACB REVETMENT
RIPRAP
FLOODWALL
FUTURE
FLOODWALL
FUTURE
FLOODWALL
FUTURE
6" BEDDING
6" BEDDING
6" BEDDING
FABRIC
GEOTEXTILE
FABRIC
GEOTEXTILE
LEGEND
EL. 764.4
EL. 764.4
EL. 764.4
EL. 782
EL. 782
2.5:1
3.5:1
3.5:1
3.5:1
:2
S P
IA
C -3
2.5 :1
2.5 :1
2.5 :1
B/L
B/L
B/L
C-322
010 20 4020
SCALE: 1" = 20'-0"
S T
A S
T A
C L
IN
S T
H R
U
C R
O S
S S
E C
T
IO
N S
/3
/1
12'-0"
3'-3"
12'-0"
3'-3"
12'-0"
3'-3"
12'-0"
12'-0"
12'-0"
S H
E E
T A
D D
E D P
E R A
M E
N D
M E
N T
D e s ig n e d b y
D a te
US Army Corps of Engineers
S u b m it te d b y
Kansas City District
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
P lo t s c a le
K A
N S
A S C
IT
Y
M
IS
S O
U R I
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C A
D D F il e N a m e
D ra w n b y
C h e c k e d b y
Number:
Reference
Sheet
S Y
M
...\SPIA_C-
h a l6
/6 /2
:3
:3
P
M c p w w o rk in g \p p w fe d \d
\S
P
IA
C -3
.d g n
F -1
-8
-0
T F P
S K
H
M J F
R E
F
B A
N K S
T A
B
IL
IZ
A T
IO
N P
R O J E
C T
K A
N S
A S C
IT
Y
M
IS
S O
U R I
S W
O P
E P
A R
K I
N D
U S
T R
IA
L A
R E
A J
U L
Y
FINISHED GRADE
FINISHED GRADE
FINISHED GRADE
EL 765.0
EL 765.0
EL 765.0
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270-10-20-30-40-50-60-70
18+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270-10-20-30-40-50-60-70
19+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270-10-20-30-40-50-60-70
17+00
EXISTING GROUND
PROPOSED GRADE
ACB REVETMENT
RIPRAP
FLOODWALL
FUTURE
FLOODWALL
FUTURE
FLOODWALL
FUTURE
LEGEND
FINISHED GRADE
FINISHED GRADE
EL. 764.4
EL. 764.4
EL. 764.4
EL. 782
3.5:1
3.5:1
2.5:1
2.5:1
B/L
:2
S P
IA
C -3
2.5 :1
2.5 :1
2.5 :1
0 10 20 30 40 50 60-10-20-30-40-50-60
0 10 20 30 40 50 60-10-20-30-40-50-60
CLIN 5 STA. 0+47
CLIN 5 STA. 0+97
EL.
.5
EL.
.7
B/L
B/L
B/L
B/L
EL.
.7
EL.
.5
C-323
010 20 4020
SCALE: 1" = 20'-0"
C L
IN
S
T A
A
N D S
T A
C L
IN
S T
H R
U S
T A S
T A
C R
O S
S S
E C
T
IO
N S
12'-0"
12'-0"
12'-0"
12'-0"
3'-3"
12'-0"
3'-3"
12'-0"
3'-3"
40'-0"
40'-0"
/3
/1
S H
E E
T A
D D
E D P
E R A
M E
N D
M E
N T
D e s ig n e d b y
D a te
US Army Corps of Engineers
S u b m it te d b y
Kansas City District
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
P lo t s c a le
K A
N S
A S C
IT
Y
M
IS
S O
U R I
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C A
D D F il e N a m e
D ra w n b y
C h e c k e d b y
Number:
Reference
Sheet
S Y
M
...\SPIA_C-
h a l6
/6 /2
:2
:1
P
M c p w w o rk in g \p p w fe d \d
\S
P
IA
C -3
.d g n
F -1
-8
-0
T F P
S K
H
M J F
R E
F
B A
N K S
T A
B
IL
IZ
A T
IO
N P
R O J E
C T
K A
N S
A S C
IT
Y
M
IS
S O
U R I
S W
O P
E P
A R
K I
N D
U S
T R
IA
L A
R E
A J
U L
Y
FINISHED GRADE
FINISHED GRADE
FINISHED GRADE
EL 765.0
EL 765.0
EL 765.0
3.5:1
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270-10-20-30-40-50-60-70
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270-10-20-30-40-50-60-70
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270-10-20-30-40-50-60-70
CLINS 1 THRU 4 STA. 22+00
CLINS 1 THRU 4 STA. 21+00
CLINS 1 THRU 4 STA. 20+00
EXISTING GROUND
PROPOSED GRADE
ACB REVETMENT
RIPRAP
FLOODWALL
FUTURE
FLOODWALL
FUTURE
LEGEND
FLOODWALL
FUTURE
FINISHED GRADE
FINISHED GRADE
FINISHED GRADE
EL. 764.4
EL. 764.4
EL. 764.4
EL. 782
F.F. EL. = 782.44
BLUE RIVER
GRAVEL
C-402
N
P
IL
E L
O A
D T
E S
T L
O C
A T
IO
N S
S E
T T
L E
M E
N T P
L A
T E
A N
D
F.F. EL. = 784.20
BLUE RIVER
S P
R U
C
EU
N
IO
N P
A C
IF
IC
R
A
IL
R O
A D
BLUE RI
VER ROAD
NOTES:
SWOPE PARK INDUSTRIAL AREA
75th TERRACE
75th STREET
:1
S P
IA
C -4
.D
G N
M A
N C
H E S T E
R T
R F
W Y
020 100 200100
SCALE: 1" = 100'-0"
LEVEE A B/L
SETTLEMENT PLATE LOCATION
PILE LOAD TEST LOCATION
LEVEE/FLOODWALL B/L
LEVEE/FLOODWALL B/L
INSTALL SETTLEMENT PLATE
STA. 0+52
CLINS 5 AND 6
AND PILE LOAD DETAILS.
SEE SHEET C-502 FOR SETTLEMENT PLATE DETAIL AND NOTES2.
NOTES, AND LEGEND.
SEE SHEET G-004 FOR ABBREVIATIONS, GENERAL1.
AND PERFORM PILE LOAD TEST
CONSTRUCT TEST PILE
CLIN 8
INSTALL SETTLEMENT PLATE
STA. 9+30
CLINS 1 THRU 4
INSTALL SETTLEMENT PLATE
STA. 5+00
CLIN 6
R
E V
IS
E D P
E R A
M E
N D
M E
N T
/3
/1
D e s ig n e d b y
D a te
US Army Corps of Engineers
S u b m it te d b y
Kansas City District
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
P lo t s c a le
K A
N S
A S C
IT
Y
M
IS
S O
U R I
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C A
D D F il e N a m e
D ra w n b y
C h e c k e d b y
Number:
Reference
Sheet
S Y
M
...\SPIA_C-
h a l6
/1 /2
:2
:3
P
M c p w w o rk in g \p p w fe d \d
\S
P
IA
C -4
.d g n
F -1
-8
-0
T F P
S K
H
M J F
R E
F
B A
N K S
T A
B
IL
IZ
A T
IO
N P
R O J E
C T
K A
N S
A S C
IT
Y
M
IS
S O
U R I
S W
O P
E P
A R
K I
N D
U S
T R
IA
L A
R E
A J
U L
Y
TANK
PARKING
PARKING
PARKING PARKING
PARKING
PARKING PARKING
PARKING
PARKING
15"
GUY
GUY
GUYS(2)
GUY
CONC. BLOCK
WALL
GATE
G
ATE
CROSSING
SIGNAL
R U
B B L E
P
IL
E
R U
B B L E
P
IL
E
SIGN
NO
TRESPASSING
SIGN
"290"
UNI
ON
PACI
FIC
R
AIL
ROAD
M A
N C
H E S T E
R T
R A F F
IC
W A
Y
75TH TERRACE
S P
R U
C E A
V E
N U
E
3' CABLE
FENCE
F.F. EL. = 787.14
F.F. EL. = 786.41
F.F. EL. = 786.79
7' CHAIN & BARB
F.F. EL. = 786.69
F.F. EL. = 787.66
F.F. EL. = 786.38
U N
IO
N P
A C
IF
IC
R
A
IL
R O
A D
U N
IO
N P
A C
IF
IC
R
A
IL
R O
A D
GRAVEL
POST
MB(2)
75TH TERRACE
CONC
CONC
TANK
PROPANE
GRAVEL
CONC
GRAVEL
CONC
CONC
CONC
GRAVEL
PILE
GRAVEL
C O
N C B L O
C K W
A L L
C O
N C
P A D S
C O
N C X -I N
G
F.F. EL. = 785.95
R U B B L E
R U B B
LE
F=770.43
5'X5' RCB
PILE
GRAVEL
RUBBLE
RUBBLE
C O
N C . B
LO
C
K W
A
LL
GP
GP
F=770.96
5'X5' RCBR
U B B L E
C
H A
IN
L
IN
K
GATE
F.F. EL. = 787.78
ASPHALT PAVEMENT
PAVEMENT
ASPHALT
(ASPHALT PAVEMENT)
PAVEMENT
ASPHALT
A S P
H A L T P
A V E
M E
N T
55+00
1+
2+
0 8
9+
0 2
26+
27+00
28+00
29+00
38+00
53+00
54+00
56+00
57+00
TRACT II
2008E0120908
TRACT I
2008E0120908
SCHIAVI ENTERPRISES LLC
K2620P1350
HICKSON BUILDING PARTNERSHIP
U N
IO
N P
A C
IF
IC
R
A
IL
R O
A D
46-910-02-46-01
FRANK HOELZEL
CRBP II, LLC
46-910-02-01
CRBP II, LLC
46-910-02-03
CRBP II, LLC
46-910-02-02
TR
EC
O
-9 -0 1-
FRANK HOELZEL
46-910-02-46-01
FRANK HOELZEL
46-820-03-02
TR
EC
O
-8 -0 3-
NE COR. 15-48-33
TR
EC
O
-8 -0 3-
CABER ENTERPRISES PARTNERSHIP46-440-17-19
KANSAS CITY SCHOOL DISTRICT
46-530-06-02
CABER ENTERPRISES PARTNERSHIP46-440-17-18
UNI
ON
PACI
FIC
R
AI
LR
OAD
U N
IO
N P
A C
IF
IC
R
A
IL
R O
A D
F=772.02
5'X5' RCB
75TH TERRACE
D
F.F. EL. = 786.78
GRAVEL D
RI
VE
GUY
M M
CONTROL
PT. #3
PARKING
1026500N
F.F. EL. = 785.61
T R
A
IL
E R
S T
O R
A G
E
TPED
SIGNAL
CROSSING
STEPS
CONC
VAULTS
CONTROL
ASPHALT DRIVE
BUILDING
EXISTING
GUY
BUILDING
EXISTING
GUY
C O
N C
GUY
T A
N K
S
S T
O R
A G
E
L
RUBBLE SURFACE
BROKEN CONC.
PILE
GRAVEL
PILE
GRAVEL
PILE
GRAVEL
RUBBLE SURFACE
BROKEN CONC.
WALL
CONC. BLOCK
WALL
CONC
L
L
TANK
PROPANE
CONC
POST
RR CONTROLLER
P
ITO
IL
T A
N K S
S T
O R
A G
E
(TYP.)
TANKS
STORAGE
WALLS
CONC
PAVEMENT
ASPHALT
PAVEMENT
CONCRETE
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
(ASPHALT PAVEMENT)
(A S P
H A L T P
A V E
M E
N T
PAVEMENT
ASPHALT
1028000N
E
E
1028000N
E
1027500N
E
1027500N
E
1027500N
E
1027500N
E
1027500N
1028000N1028000N1028000N
E
E
E
E
E
E
E
E
E
E
E
1026500N1026500N1026500N1026500N
1027000N 1027000N 1027000N 1027000N 1027000N
E
A
C-501
C-302
C-301
C-501
A S R
E Q
U
IR
E D
REQUIRED MAT DIMENSIONS CAN BE OBTAINED.
BY OMITTING THE REQUIRED UNITS SO THE
ANGLE MATS WILL BE CONSTRUCTED
NOTE:
TYP. ANGLE MAT
TYP. MAT TO MAT
ARMORFLEX CONCRETE UNIT
PLAN
TOP SIDE END
CABLE
CABLE
REVETMENT WASHER
REVETMENT CABLE
REVETMENT
CABLE SLEEVE
TYPE A BLOCK
N.T.S.
N.T.S.
TYPE A & B MAT
N.T.S.
"8
1'-11
R E
V E
T M
E N
T D
E T
A
IL
S
A R
T
IC
U L
A T
IN
G C
O N
C R
E T
E B
L O
C K
REGULAR MAT
ANGLE MAT
N.T.S.
REVETMENT
CABLE
GEOTEXTILE
MI
N.
2 U
NI
T
SUBGRADE
(TURNS END UP)
GEOTEXTILE
N.T.S.
STANDARD FLANK DETAIL
N.T.S.
M
IN
U
N
IT
X
SUBGRADE
(TURNS END UP)
GEOTEXTILE
MATTRESS
CONCRETE
CONCRETE MATTRESS
S P
IA
C -5
.D
G N
:1
TOP OF SLOPE STANDARD DETAIL
(NOMINAL DIMENSION)
8'-0" (TYPE A)
4000 P.S.I. CONCRETE OR GROUT
4,000 PSI CONCRETE OR GROUT
4000 P.S.I. CONCRETE OR GROUT
OR GROUT
4000 P.S.I. CONCRETE
OR GROUT
4000 P.S.I. CONCRETE
/3
/1
R
E V
IS
E D P
E R A
M E
N D
M E
N T
X
M
IN
2 U N
IT
GEOTEXTILE
(TURN ENDS UP)
SUBGRADE
APPROVED EQUAL
GROUT, OR
4000 P.S.I. CONCRETE,
CONCRETE MATTRESS
D e s ig n e d b y
D a te
US Army Corps of Engineers
S u b m it te d b y
Kansas City District
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
P lo t s c a le
K A
N S
A S C
IT
Y
M
IS
S O
U R I
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C A
D D F il e N a m e
D ra w n b y
C h e c k e d b y
Number:
Reference
Sheet
S Y
M
...\SPIA_C-
h a l6
/6 /2
:2
:2
P
M c p w w o rk in g \p p w fe d \d
\S
P
IA
C -5
.d g n
F -1
-8
-0
T F P
S K
H
M J F
R E
F
B A
N K S
T A
B
IL
IZ
A T
IO
N P
R O J E
C T
K A
N S
A S C
IT
Y
M
IS
S O
U R I
S W
O P
E P
A R
K I
N D
U S
T R
IA
L A
R E
A J
U L
Y
AUGER CAST PILE SCHEDULE
8"
R
'-0
R
PROVIDE 6" OVERLAP, STAGGER SPLICE
#6 TIES WITH STANDARD HOOKS,
SPLICES.
LONGITUDINAL BARS. STAGGER ADJACENT
PROVIDE 60" LAP SPLICE AS NEEDED IN
NOTE:
L C
A G
E
2'-0"
C-502
Y
C-402 C-502 N.T.S.
SETTLEMENT PLATE DETAIL
5'-0" IN LENGTH
ADDED PIPE SECTION TO BE
4'-6" IN LENGTH
LOWER PIPE SECTION TO BE
1" STEEL PIPE (MARKER)
STEEL COUPLING
(AS REQUIRED)
(AS REQUIRED)
COUPLING
BE INSTALLED IN 5' SECTIONS
40 PIPE (CASING). CASING TO
4" STEEL OR PVC SCHEDULE
AND IDENTIFICATION NUMBER
INSTALLATION DATE, LOCATION
CAP. STAMP OR LABEL WITH
THREADED OR SOCKET TYPE
S P
IA
C -5
.D
G N
:1
6"MIN.
18"MIN.
OAKUM SEAL
" DIA. HOLE8
STEEL PIPE CAP
EXISTING GROUND
THICK x 24" x 24"
"2
1STEEL PLATE
THICK x 24" x 24"
"2
1STEEL PLATE
USE JAM NUT
DEFORM THREAD OR
BOLT, NUT & WASHER.
" HEX HEAD 2
1" DIA. x 2
TOP OF FILL
30 FT
18 FT18 FT
50 FTL PILE
L CAGE
COMPRESSION PILE TENSION PILE
A
SCALE: 1" = 1'-0"
SPACED
9 - #10 EQUALLY
C-502C-502
4" CL. TYP.
FOOTING
FLOODWALL
BOTTOM OF
SOIL CONTAMINATION
PILE TOP FREE OF
CMP CASING TO MAINTAIN
A
A
SB301 SB301
ONLY
IN TENSION PILE
FULL-DEPTH
(1) #11 BAR
A
T S
P A
C
IN
G
L P
IL
E
PILE LOAD TEST DETAILS
AUGER CAST PILE ELEVATION
"=1'-0"2
1SCALE:
SECTION
X
C-402 C-502
S E
T T
L E
M E
N T P
L A
T E D
E T
A
IL
P
IL
E L
O A
D T
E S
T D
E T
A
IL
S
THE CONTRACTOR SHALL INSTALL PROTECTIVE BARRICADES AROUND EACH ASSEMBLY.
OF PLUMB SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT.
OR TILTED OUT OF PLUMB. ALL PIPES THAT ARE DAMAGED, DISPLACED, OR TILTED OUT
EQUIPMENT SO THAT THE RISER PIPE AND PVC CASING ARE NOT DAMAGED, DISPLACED,
THE RISER PIPE AND PVC CASING IN A PLUMB POSITION. THE CONTRACTOR SHALL OPERATE
6. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO KEEP THE ALIGNMENT OF
TO TAKE SETTLEMENT READINGS FOR ONE YEAR FROM THE COMPLETION OF THE EMBANKMENT.
SUBMITTED TO THE ENGINEER WEEKLY UNLESS OTHERWISE DIRECTED. CONTRACTOR
COMPLETION OF EMBANKMENT CONSTRUCTION. COMPLETED FORMS SHALL BE
CONSTRUCTION AND MONTHLY DURING DELAYS AND FOLLOWING THE
5. THE CONTRACTOR SHALL RECORD ELEVATION READINGS WEEKLY DURING NORMAL
THE ELEVATION READINGS TO THE NEAREST 0.01 FOOT.
MEASURING THE ELEVATION OF TOP OF THE RISER PIPE, AND RECORDING
4. MONITORING SHALL CONSIST OF INSPECTING THE RISER PIPE, ACCURATELY
AS CONSTRUCTION OF THE EMBANKMENT PROGRESSES.
3. RISER PIPE EXTENSION AND COUPLERS SHALL BE ADDED AS NECESSARY
95% OF THE MAXIMUM DENSITY.
NATURAL GROUND, FIRMLY SEATED ON A LEVEL SURFACE COMPACTED TO
2. THE BASE PLATE SHALL BE INSTALLED AT LEAST 6 INCHES BELOW
SETTLEMENT READINGS SHALL BE AT LEAST 100 FT FROM PLACEMENT OF FILL.
BEFORE SETTLEMENT PLATES ARE INSTALLED. BENCHMARKS FOR
1. BENCHMARKS SHALL BE ESTABLISHED IN THE ADJACENT AREA
SETTLEMENT PLATE NOTES:
/3
/1
/3
/1
R
E V
IS
E D P
E R A
M E
N D
M E
N T
D e s ig n e d b y
D a te
US Army Corps of Engineers
S u b m it te d b y
Kansas City District
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
P lo t s c a le
K A
N S
A S C
IT
Y
M
IS
S O
U R I
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C A
D D F il e N a m e
D ra w n b y
C h e c k e d b y
Number:
Reference
Sheet
S Y
M
...\SPIA_C-
h a l6
/1 /2
:2
:3
P
M c p w w o rk in g \p p w fe d \d
\S
P
IA
C -5
.d g n
F -1
-8
-0
T F P
S K
H
M J F
R E
F
B A
N K S
T A
B
IL
IZ
A T
IO
N P
R O J E
C T
K A
N S
A S C
IT
Y
M
IS
S O
U R I
S W
O P
E P
A R
K I
N D
U S
T R
IA
L A
R E
A J
U L
Y
#11 TENSION PILE ONLY
REQUIREMENTS AT HOOK ENDS
CONCRETE CLEAR COVER
ORIENT HOOKS AS NEEDED FOR
A OD A
W
D
STANDARD PIPE TRENCH WIDTH
N.T.S.
TAKEN AT TOP OF PIPE
MAXIMUM TRENCH WIDTH "W"
"D"
PIPE DIA
"A"
MAXIMUM
THE SPECIFICATIONS
NOTE: PROVIDE BEDDING IN ACCORDANCE WITH
48" & LARGER
33" TO 42"
24" TO 30"
16" TO 21"
6" TO 15"
18"
15"
12"
10"
8"
BEDDING
3" MIN.
C-503
3.5
TOP OF FINISH GRADE
STANDARD DETAIL
SEE TOP OF SLOPE
CHANNEL ELEV.
BOTTOM OF
C
C-301 C-503 N.T.S.
C-302
TYPICAL CHANNEL CROSS SECTION
ARTICULATING CONCRETE BLOCK STREAMBED EMBEDMENT DETAILS
S P
IA
C -5
.D
G N
:1
APPROVED EQUAL
GROUT, OR
4000 P.S.I. CONCRETE,
PLAN DETAILS WITH COE APPROVAL.
NOTE: MANUFACTURER'S RECOMMENDATIONS SHALL SUPERCEDE
ELEVATION VARIES
ORDINARY WATER LEVEL1
M
IS
C E
L L
A N
E O
U S D
E T
A
IL
S
/3
/1
R
E V
IS
E D P
E R A
M E
N D
M E
N T
2 U N
IT
M
IN
2 UNIT MIN
TOE STABILIZTION
RIPRAP FOR
D e s ig n e d b y
D a te
US Army Corps of Engineers
S u b m it te d b y
Kansas City District
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
P lo t s c a le
K A
N S
A S C
IT
Y
M
IS
S O
U R I
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C A
D D F il e N a m e
D ra w n b y
C h e c k e d b y
Number:
Reference
Sheet
S Y
M
...\SPIA_C-
h a l6
/6 /2
:2
:2
P
M c p w w o rk in g \p p w fe d \d
\S
P
IA
C -5
.d g n
F -1
-8
-0
T F P
S K
H
M J F
R E
F
B A
N K S
T A
B
IL
IZ
A T
IO
N P
R O J E
C T
K A
N S
A S C
IT
Y
M
IS
S O
U R I
S W
O P
E P
A R
K I
N D
U S
T R
IA
L A
R E
A J
U L
Y
NTS
EMBANKMENT BENCHING DETAIL
TYPICAL ABANDONED PIPE DETAIL
NTS
PLUG
CONCRETE
ABANDONED
PIPE TO BE
MATERIAL
PIPE BEDDING
BACKFILL OR
1'-0" MIN.1'-0" MIN.
0'- 8" M
IN
RIVER CHANNEL FILL
VARIES
12" LIFT
2' MAX.
1' MIN.
GRADE IF NEW FILL IS 2' OR LESS IN THICKNESS.
TO PROVIDE A STRONG BINDING BETWEEN NEW FILL AND EXISTING
2. 2' MINIMUM EXCAVATION INTO EXISTING GRADE IS REQUIRED
CHANNEL FILL (EMBANKMENT) TWO FEET THICK OR GREATER.
1. BENCHING IS REQUIRED FOR AREAS DESIGNATED FOR RIVER
EMBANKMENT NOTES:
EXCAVATION LINE
C-504
F
IE
L D I
N L E
T D
E T
A
IL
S :1
S P
IA
C -5
.D
G N
I.E. (WEST) 776.11 FOR FUTURE 24" RCP.
PRECASTER TO INCLUDE PUNCHOUT AT
I.E. (EAST) = 769.5
13. I.E. (WEST) = 770.0
FOR 13'-0" MAXIMUM DEPTH.
12. SPECIAL DESIGN REQUIRED BY PRECASTER
/3
/1
R E
V
IS
E D P
E R A
M E
N D
M E
N T
D e s ig n e d b y
D a te
US Army Corps of Engineers
S u b m it te d b y
Kansas City District
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
P lo t s c a le
K A
N S
A S C
IT
Y
M
IS
S O
U R I
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C A
D D F il e N a m e
D ra w n b y
C h e c k e d b y
Number:
Reference
Sheet
S Y
M
...\SPIA_C-
h a l6
/1 /2
:3
:1
P
M c p w w o rk in g \p p w fe d \d
\S
P
IA
C -5
.d g n
F -1
-8
-0
T F P
S K
H
M J F
R E
F
B A
N K S
T A
B
IL
IZ
A T
IO
N P
R O J E
C T
K A
N S
A S C
IT
Y
M
IS
S O
U R I
S W
O P
E P
A R
K I
N D
U S
T R
IA
L A
R E
A J
U L
Y
LEVEE/FLOODWALL B/L
F.F. EL. = 782.44
BLUE RIVER
GRAVEL
F.F. EL. = 784.20
:1
S P
IA
C -6
.D
G N
N
020 100 200100
SCALE: 1" = 100'-0"
E
1027500N
E
1027000N
E
1027000N
CONSTRUCTION BOUNDARY
SWOPE PARK INDUSTRIAL AREA
C-601
7 8
BOUNDARY
CONSTRUCTION
BOUNDARY
CONSTRUCTION
CONSTRUCTION BOUNDARY
KCMO RIGHT OF WAY.
3. CONTRACTOR SHALL HAVE ACCESS TO EXISTING
2. SEE SHEET C-602 FOR COORDINATE DATA.
NOTES, AND LEGEND
1. SEE SHEET G-004 FOR ABBREVIATIONS, GENERAL
NOTES:
F
C O
N S
T R
U C
T
IO
N B
O U
N D
A R
Y D
A T
A
H O
R
IZ
O N
T A
L A
L
IG
N M
E N
T D
A T
A
LEVEE/FLOODWALL B/L
LEVEE/FLOODWALL B/L
/3
/1
R
E V
IS
E D P
E R A
M E
N D
M E
N T
D e s ig n e d b y
D a te
US Army Corps of Engineers
S u b m it te d b y
Kansas City District
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
P lo t s c a le
K A
N S
A S C
IT
Y
M
IS
S O
U R I
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C A
D D F il e N a m e
D ra w n b y
C h e c k e d b y
Number:
Reference
Sheet
S Y
M
...\SPIA_C-
h a l6
/1 /2
:2
:0
P
M c p w w o rk in g \p p w fe d \d
\S
P
IA
C -6
.d g n
F -1
-8
-0
T F P
S K
H
M J F
R E
F
B A
N K S
T A
B
IL
IZ
A T
IO
N P
R O J E
C T
K A
N S
A S C
IT
Y
M
IS
S O
U R I
S W
O P
E P
A R
K I
N D
U S
T R
IA
L A
R E
A J
U L
Y
15"
GUY
GUY
GUYS(2)
GUY
CONC. BLOCK
WALL
GATE
G
ATE
CROSSING
SIGNAL
R U
B B L E
P
IL
E
R U
B B L E
P
IL
E
SIGN
NO
TRESPASSING
SIGN
"290"
M A
N C
H E S T E
R T
R A F F
IC
W A
Y
75TH TERRACE
S P
R U
C E A
V E
N U
E
3' CABLE
FENCE
F.F. EL. = 787.14
F.F. EL. = 786.41
F.F. EL. = 786.79
7' CHAIN & BARB
F.F. EL. = 786.69
F.F. EL. = 787.66
F.F. EL. = 786.38
GRAVEL
POST
MB(2)
75TH TERRACE
CONC
CONC
TANK
PROPANE
GRAVEL
CONC
GRAVEL
CONC
CONC
CONC
GRAVEL
PILE
GRAVEL
C O
N C B L O
C K W
A L L
C O
N C
P A D S
C O
N C X -I N
G
F.F. EL. = 785.95
R U B B L E
R U B B
LE
F=770.43
5'X5' RCB
PILE
GRAVEL
RUBBLE
RUBBLE
C O
N C . B
LO
C
K W
A
LL
GP
GP
F=770.96
5'X5' RCBR
U B B L E
C
H A
IN
L
IN
K
GATE
F.F. EL. = 787.78
ASPHALT PAVEMENT
PAVEMENT
ASPHALT
(ASPHALT PAVEMENT)
PAVEMENT
ASPHALT
A S P
H A L T P
A V E
M E
N T
55+00
1+
2+
0 8
9+
0 2
26+
27+00
28+00
29+00
38+00
53+00
54+00
56+00
57+00
TRACT II
2008E0120908
TRACT I
2008E0120908
SCHIAVI ENTERPRISES LLC
K2620P1350
HICKSON BUILDING PARTNERSHIP
U N
IO
N P
A C
IF
IC
R
A
IL
R O
A D
46-910-02-46-01
FRANK HOELZEL
CRBP II, LLC
46-910-02-01
CRBP II, LLC
46-910-02-03
CRBP II, LLC
46-910-02-02
TR
EC
O
-9 -0 1-
FRANK HOELZEL
46-910-02-46-01
FRANK HOELZEL
46-820-03-02
TR
EC
O
-8 -0 3-
NE COR. 15-48-33
TR
EC
O
-8 -0 3-
CABER ENTERPRISES PARTNERSHIP46-440-17-19
KANSAS CITY SCHOOL DISTRICT
46-530-06-02
UNI
ON
PACI
FIC
R
AI
LR
OAD
U N
IO
N P
A C
IF
IC
R
A
IL
R O
A D
F=772.02
5'X5' RCB
75TH TERRACE
F.F. EL. = 786.78
GRAVEL D
RI
VE
GUY
M M
CONTROL
PT. #3
1026500N
F.F. EL. = 785.61
T R
A
IL
E R
S T
O R
A G
E
TPED
SIGNAL
CROSSING
STEPS
CONC
VAULTS
CONTROL
ASPHALT DRIVE
BUILDING
EXISTING
GUY
BUILDING
EXISTING
GUY
C O
N C
GUY
T A
N K
S
S T
O R
A G
E
L
RUBBLE SURFACE
BROKEN CONC.
PILE
GRAVEL
PILE
GRAVEL
PILE
GRAVEL
RUBBLE SURFACE
BROKEN CONC.
WALL
CONC. BLOCK
WALL
CONC
L
L
TANK
PROPANE
CONC
POST
RR CONTROLLER
P
ITO
IL
T A
N K S
S T
O R
A G
E
(TYP.)
TANKS
STORAGE
WALLS
CONC
PAVEMENT
ASPHALT
PAVEMENT
CONCRETE
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
(ASPHALT PAVEMENT)
(A S P
H A L T P
A V E
M E
N T
PAVEMENT
ASPHALT
1028000N
E
E
1028000N
E
1027500N
E
1027500N
E
1027500N
E
1027500N
E
1027500N
1028000N1028000N1028000N
E
E
E
E
E
E
E
E
E
E
E
1026500N1026500N1026500N1026500N
1027000N 1027000N 1027000N 1027000N 1027000N
E
LEVEE/FLOODWALL B/L CONSTRUCTION BOUNDARY COORDINATES
C-602
S P
IA
C -6
.D
G N
N O S
C A
L E
O
F
C O
N S
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US Army Corps of Engineers
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Kansas City District
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Sheet
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| SPIA BANK STAB AMD2 DRAWINGS - Copy |
| SPIA_G-002 |
| SPIA_G-006 |
| SPIA_B-100 |
| SPIA_C-101 |
| SPIA_C-102 |
| SPIA_C-103 |
| SPIA_C-105 |
| SPIA_C-201 |
| SPIA_C-303 |
| SPIA_C-402 |
| SPIA_C-502 |
| SPIA_C-504 |
| SPIA_C-601 |
| SPIA_C-602 |
| CLIN_7_Plans_Revision_1-20160901 |
| Grading_BPC_10D0023B_View_1 |
| 75THST_TS_BPC_10D0023B |
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