Salt_Creek_Drawings_.pdf

PDF 25 MB Posted Mar 6, 2017

Attached to: Salt Creek Levee Rehab Areas 9, 10, 25 and 26, Lancaster Co, NE
Solicitation number: W9128F-17-B-0004
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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Salt Creek Drawings

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US Army Corps of Engineers

Omaha District

SOLICITATION NO. W9128F-17-B-0004

ADVERTISE

LANCASTER COUNTY,

NEBRASKA

AREAS 9 & 10, 25 & 26

REHABILITATION

SALT CREEK LEVEE

MARCH 2017

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

L T C

R E

E K L

E V

E E R

E H

A B

A T

W F -1

-B -0

A R

E A

M A

GI001

A N

S I

SHEET SEQUENCE NUMBER

w/ Level 2 Designator

DISCIPLINE DESIGNATOR

2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:

RESOURCE

TELECOMMUNICATIONS

ELECTRICAL

MECHANICAL

PROCESS

PLUMBING

FIRE PROTECTION

EQUIPMENT

INTERIORS

ARCHITECTURAL

STRUCTURAL

LANDSCAPE

CIVIL

GEOTECHNICAL

SURVEY / MAPPING

HAZARDOUS MATERIALS

GENERAL

Designator)

RELEASE 3.0 for Level 2

(see A/E/C CADD STANDARD

INDEX LEGEND:

SHEET TYPE DESIGNATOR

3. SHEET TYPE DESIGNATORS:

3D REPRESENTATIONS

USER DEFINED

SCHEDULES & DIAGRAMS

DETAILS

LARGE-SCALE VIEWS

SECTIONS

ELEVATIONS

PLANS

GENERAL

CS 2 0 1

INDEX

S H

E E

T I

N D

E X

N /A

GENERAL

CIVIL

S C

G I0

.d g n

SC18VC602.dgn VC602 AREA 25 & 26 - BENCHMARK CONTROL DATA

SC18VC601.dgn VC601 AREA 9 & 10 - BENCHMARK CONTROL DATA

SC18CG605.dgn CG205 FOR INFORMATION ONLY - SHEET 5 OF 5

SC18CG604.dgn CG204 FOR INFORMATION ONLY - SHEET 4 OF 5

SC18CG603.dgn CG203 FOR INFORMATION ONLY - SHEET 3 OF 5

SC18CG602.dgn CG202 FOR INFORMATION ONLY - SHEET 2 OF 5

SC18CG601.dgn CG601 FOR INFORMATION ONLY - SHEET 1 OF 5

SC18CG501.dgn CG501 AREA 9 - SHEETPILE WALL DETAILS

SC18CG404.dgn CG404 AREA 9 & 10 - CROSS SECTIONS - SHEET 4 OF 4

SC18CG403.dgn CG403 AREA 9 & 10 - CROSS SECTIONS - SHEET 3 OF 4

SC18CG402.dgn CG402 AREA 9 & 10 - CROSS SECTIONS - SHEET 2 OF 4

SC18CG401.dgn CG401 AREA 9 & 10 - CROSS SECTIONS - SHEET 1 OF 4

SC18CG301.dgn CG301 AREA 10 - TYPICAL SECTION

SC18CG202.dgn CG202 AREA 26 - EXISTING 18" CMP AND LEVEE PROFILES

SC18CG201.dgn CG201 AREA 25 - EXISTING 42" RCP/CMP PROFILE AND GRADING PLAN

SC18CG102.dgn CG102 AREA 25 & 26 - PLAN

SC18CG101.dgn CG101 AREA 9 & 10 - PLAN

SC18CS102.dgn CS102 AREA 25 & 26 - EXISTING SITE CONDITIONS

SC18CS101.dgn CS101 AREA 9 & 10 - EXISTING SITE CONDITIONS

SC18GI102.dgn GI102 SITE ACCESS POINTS

SC18GI101.dgn GI101 LOCATION AND VICINITY MAPS

SC18GI001.dgn GI001 SHEET INDEX

SC18G-001.dgn G-001 COVER SHEET

SHEET NO. DESCRIPTIONFILE NAME

DETERMINED BY THE COR.

13. SEED ALL DISTURBED AREAS TO THEIR FULL EXTENT UNLESS OTHERWISE

TO POND AT ANY LOCATIONS ALONG THE HAUL ROUTE OR LEVEE TOE.

12. AS PART OF ACCESS ROUTE RESTORATION NO WATER SHALL BE ALLOWED

DISTURBED BY THE CONTRACTOR’S ACTIVITIES TO PREEXISTING CONDITION.

ALL ACCESS/HAUL ROUTES, STAGING AREAS, AND ANY OTHER AREAS

11. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL RESTORE

ADDITIONAL CHARGE TO THE GOVERNMENT.

10. ANY ADDITIONAL TESTING REQUIRED SHALL BE PERFORMED AT NO

TESTING REQUIREMENTS TO ENSURE ACCEPTABLE COMPACTION IS ACHIEVED.

9. ANY AREAS REQUIRING ADDITIONAL FILL MAY BE SUBJECT TO ADDITIONAL

BE TOPPED WITH FOUR INCHES OF LEVEE SURFACING.

8. AREAS DETERMINED TO REQUIRE COMPACTED COHESIVE MATERIAL SHALL

COMPLY WITH THE REQUIREMENTS LISTED IN SPECIFICATION SECTION 35 41 00

7. AREAS DETERMINED TO REQUIRE COMPACTED COHESIVE MATERIAL SHALL

6. ALL AREAS SHALL BE RETURNED TO THEIR PREEXISTING CONDITIONS.

TO THE GOVERNMENT.

5. ANY REPAIRS REQUIRED SHALL BE PERFORMED AT NO ADDITIONAL COSTS

OF LEVEE CREST RESTORATION REQUIRED. (AS DETERMINED BY THE COR).

AGAINST THE PRE-PROJECT PROFILE ELEVATION TO DETERMINE THE EXTENT

4. THE POST-CONSTRUCTION LEVEE PROFILE SURVEY SHALL BE COMPARED

POST CONSTRUCTION LEVEE PROFILE SURVEY.

REPLACEMENT OF LEVEE SURFACING, THE CONTRACTOR SHALL CONDUCT A

3. FOLLOWING THE COMPLETION OF THE PROJECT BUT PRIOR TO

START OF CONSTRUCTION ACTIVITIES.

2. THE CONTRACTOR SHALL SUBMIT THE PRE-SURVEY DATA PRIOR TO THE

50FT APART.

.01-FOOT AT ANY MAJOR CHANGES IN GRADE BUT NOT SPACED MORE THAN

ACTIVITIES. PROFILE SURVEY SHOTS SHALL BE TAKEN TO THE NEAREST

OF ANY LEVEE SURFACES THAT WILL BE IMPACTED BY THE CONTRACTOR’S

1. THE CONTRACTOR SHALL CONDUCT A PRE/POST LEVEE PROFILE SURVEYS

:RESTORATION NOTES

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

L T C

R E

E K L

E V

E E R

E H

A B

A T

W F -1

-B -0

A R

E A

M A

GI102

S C

G I1

.d g n

NOT TO SCALE

N O S

C A

L E

SALT

CREEK

ROSA PARKS W

C O

R N

H U S K E R H

W Y

EEK

R D

W Y

WEST A ST

NOT TO SCALE

S A

L T C

R E

E K

H S

S F

O L S

O M S

AREAS 25 & 26AREAS 9 & 10

E A

C C

E S

S P

T S

S T S

AREAS 25 & 26

V A

L L E

Y P

K W

N A

N T E

L O

P E

WEST F ST

ACCESS POINT

COMPLEX

SOCCER

HIBNER

YOLANDE AVE

CORNHUSKER HWY

T H S

S SALT CREEK

H S

OAK C

REEK

SALT

REEK

SAUNDERS AVE

WEST E ST

AREA 10

AREA 9

ON LANDSIDE LEVEE SLOPE.

ACCESSED ONLY FROM WEST "F" STREET. DO NOT DRIVE

2. ALL WORK ON THE LANDSIDE OF LEVEE (AREA 10) TO BE

DO NOT DRIVE ON LANDSIDE LEVEE SLOPE.

AND TEMPORARY CONSTRUCTION ACCESS RAMP.

ACCESSED ONLY FROM SOUTH 1ST STREET LEVEE TIEBACK

1. ALL WORK ON THE SALT CREEK SIDE OF LEVEE (AREA 9) TO BE

NOTES:

NO CONSTRUCTION ACTIVITY IS TAKING PLACE.

2. ACCESS GATE MUST BE LOCKED AT ALL TIMES WHEN

COMPLEX, THEN ALONG LEVEE CREST.

FROM LEVEE ACCESS GATE AT THE HIBNER SOCCER

1. ALL WORK IN AREAS 25 AND 26 SHALL BE ACCESSED

LEVEE CREST

ACCESS POINT FOR

LANDSIDE OF LEVEE

ACCESS POINT FOR

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

L T C

R E

E K L

E V

E E R

E H

A B

A T

W F -1

-B -0

A R

E A

M A

X S

R M

X S

R M

T P

C J

P T R

M K

X S

R M

M F T

R M

X S

R M

T P

M F T

X S

M F T C

A L C

M F T

P T R

M K

M F T

R M

M F T

R M

M F T

T P

C S

T P

M F T

T P

M F T

T P

C J

P T M

F T

M F T

R M

M F T

R M

T P

M F T

R M

M F T

R M

M F T

X S

M F T s t

M F T

R M

M F T

R M

T P

C J

P T R

M K

M F T

R M

M F T

T P

M F T

R M

M F T

T P

M F T

.3 8 1

M F T

R M

T P

M F T

R M

X S

M F T

X S

M F T

R M

P T R

M K

R M

T P

X S

R M

M F T

P T M

F T

C P

R M

M F T

R M

M F T

R M

T P

R M

T P

X S

M F T

T P

C J

P T M

F T

M E

R L

E S

T A

M E

R L

E S

T A

M F T

X S

M F T

R M

M F T

T P

X S

R M

M F T

R M

M F T

R M

M F T

T P

C J

P T M

F T

M F T

R M

T P

R M

M F T

R M

M F T

R M

P T R

M K

R M

M F T

R M

M F T

R M

M F T

R M

M F T

R M

M F T

R M

M F T

R M

M F T

R M

P T M

F T

M F T

X S

R M

M F T

R M

M F T

R M

M F T

X S

R M

M F T

R M

T P

R M

T P

R M

T P

R M

M F T

R M

M F T

P T M

F T

M F T

R M

X S

M F T

R M

M F T

T P

E R

C P

R M

M F T

R M

M F T

R M

B H

-1

B H -1

R M

M F T

R M

M F T

R M

M F T

R M

114511451145

R M

X S

R M

M F T

R M

M F T

R M

M F T

T J

P T M

F T

M F T

P T M

F T

M F T

R M

T P

M F T

R M

T P

M E

R L

E S

T A

M E

R L

E S

T A

M F T

R M

M F T

P T R

M K

M F T

R M

M F T

R M

L A

S T

R M

M F T

R M

M F T

R M

T P

R M

M F T

R M

M F T

P T M

F T

M F T

P T M

F T

M F T

R M

T P

M F T

S T O R

M F T

R M

M F T

P T M

F T

M F T

R M

M F T

R M

M F T

R M

M F T

R M

M F T

M E

R L

E E

N D

M E

R L

E E

N D

M F T

S T O R

R M

M F T

R M

M F T

R M

M F T

R M

M F T

P T M

F T

M F T

R M

M F T

R M

M F T

T P

R M

M F T

R M

P T R

M K

R M

M E

R L

E E

N D

M E

R L

E E

N D

M F T

R M

T O

F T

S T O R

R M

M F T

X S

M F T

P T M

F T

M F T

R M

T P

M F T

P T M

F T

R M

M F T

R M

M F T

R M

M F T

R M

M F T

T J

P T M

F T

M F T

R M

M F T

P T M

F T

R M

M F T

T P

R M

M F T

R M

T J

P T M

F T

R M

M F T

M E

R L

E S

T A

M E

R L

E S

T A

T O

F T

S T O R

R M

M F T

P T R

M K

R M

M F T

R M

M F T

P T M

F T

T O

W E

M F T

R M

M F T

R M

M F T

D O N

O T C

O N

T O

U R

D O N

O T C

O N

T O

U R

S H

E E T P

E E

N D

S H

E E T P

E S

T A

R T

R M

M F T

R M

M F T

R M

M F T

R M

M F T

R M

M F T

R M

M F T

P T M

F T

M F T

T P

M F T

P T M

F T

M F T

R M

T P

M F T

T O

W E

M F T

R M

M F T

R M

M F T

R M

M F T

M E

R L

E E

N D

M E

R L

E E

N D

M F T

R M

M F T

R M

M F T

R M

M F T

X S

M F T

R M

M F T

T P

M F T

1150115

R M

T P

M F T

R M

M F T

T O

W E

M F T

R M

M F T

R M

M F T

T P

T O

W E

M F T

S T

M F T

X S

M F T

X S

R M

M F T

S T

M F T

T P

M F T

T P

M F T

T P

M F T

R M

M F T

R M

M F T

R M

T S

M F T

X S

-0

E L E

M F T

-0

M F T

R M

X S

M F T

R M

M F T

R M

CS101

0 50'50' 25'

A N

S I

S C

C G

.d g n

SALT CREEK

LEGEND

MAJOR CONTOURS

MINOR CONTOURS

1115.7

CONTROL POINT

SPOT ELEVATION

EXISTING SHEETPILE WALL (AREA 9)

APPROXIMATE LOCATION OF

APPROXIMATE LOCATION OF EXISTING SAND (AREA 10)

A R

E A

E X

G S

E C

O N

N S

STRUCTURE

DRAINAGE

EXISTING

FENCE LINE

AT THE CONTRACTOR’S EXPENSE.

BE AT RISK OF FLOODING SHALL BE RELOCATED OUTSIDE OF THE FLOOD RISK AREA

IMPACT THE WORK AREA. ANY EQUIPMENT LOCATED WITHIN AN AREA DEEMED TO

WEATHER AND STREAM STAGE DATA TO DETERMINE FLOOD RISKS THAT MAY

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING AND ASSESSING

ITS TRIBUTARIES, AND LOCAL PRECIPITATION.

1. SITE CONDITIONS CAN BE IMPACTED BY FLUCTUATIONS WITHIN SALT CREEK,

NOTES:

HORIZONTAL CONTROL DATA.

1. SEE SHEET VC601 FOR VERTICAL,

NOTE:

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

L T C

R E

E K L

E V

E E R

E H

A B

A T

W F -1

-B -0

A R

E A

M A

1118.681

RMK1098

1118.68

1118.933

RMK1095

155 ST

1118.93

1118.970

RMK1097

1118.97

1118.974

DDS1037

155 ST

1118.971118.996

DDS1038

227 ST PC

1119.00

1119.070

DDS1017

155 ST

1119.07

1119.072

RMK1099

1119.07

1119.076

RMK1096

1119.08

1119.094

DDS1044

1119.09

1120.401

DDS1043

1120.40

1121.950

DDS1039

1121.95

1122.029

DDS1041

1122.03

1122.191

DDS1040

1122.19

INVERT = 1123.324

OUTLET2

146 ST

1123.32

1124.398

DDS1048

1124.40

1125.147

DDS1045

227 ST PC

1125.15

1125.655

DDS1052

1125.66

1125.682

DDS1046

1125.68

1126.602

DDS1047

1126.60

1127.116

DDS1050

1127.12

INVERT = 1127.251

36 IN CMP

RMK1089

146 ST

1127.25

DDS1042

147 ST

1127.32

1127.604

DDS1049

1127.60

1127.762

DDS1051

1127.76

INVERT = 1128.091

36 IN RCP

RMK1074

1128.09

OUTLET

1130.02

INVERT = 1130.758

30 IN CMP

RMK1073

146 ST

1130.76

1130.829

DDS1021

1130.83

1130.847

RMK1071

1130.85

1130.927

RMK1093

1130.93

RMK1072

1131.12

1131.131

DDS1019

1131.13

1131.427

RMK1094

1131.43

1131.500

DDS1018

1131.50

1131.736

DDS1020

1131.74

RMK1069

1131.97

1132.089

DDS1036

1132.09

1132.172

RMK1070

1132.17

1132.238

RMK1067

227 ST PC

1132.24

RMK1068

2272 ST PC

1132.68

1133.283

RMK1092

1133.28

1133.772

DDS1022

226 ST PC

1133.77

1133.871

DDS1028

1133.87

1134.447

DDS1027

1134.45

1134.558

RMK1090

1134.56

1134.632

DDS1035

1134.63

1134.748

DDS1029

1134.75

1135.076

DDS1034

1135.08

RMK1075

115 ST

1135.59

RMK1076

1135.65

RMK1087

1136.19

1136.242

DDS1026

1136.24

1136.344

DDS1033

1136.34

RMK1025

1136.47

RMK1030

1136.63

RMK1031

1136.82

1136.938

RMK1023

1136.94

1136.995

RMK1026

1136.99

1137.089

RMK1091

1137.09

RMK1032

1137.20

RMK1082

1137.23

RMK1079

1137.25

RMK1083

1137.31

RMK1029

1137.32

1137.420

RMK1022

1137.42

1137.479

RMK1021

1137.48

RMK1024

1137.52

RMK1077

222 ST

1137.63

RMK1078

1137.64

RMK1086

1137.64

RMK1088

1137.64

RMK1085

222 ST

1137.69

1137.708

RMK1027

1137.71

RMK1080

1137.74

RMK1033

1137.76

1137.805

RMK1015

1137.81

RMK1014

1138.18

RMK1011

2272 ST PC

1138.23

1138.431

DDS1025

1138.43

RMK1081

222 ST

1138.46

1138.457

RMK1010

227 ST PC

1138.46

RMK1084

1138.48

RMK1054

1138.55

1138.657

DDS1023

1138.66

1138.889

DDS1024

1138.89

RMK1036

1138.89

1138.992

RMK1037

1138.99

1139.021

RMK1019

1139.02

RMK1041

1139.16

1139.244

RMK1040

1139.24

1139.330

RMK1017

1139.33

RMK1018

1139.43

1139.571

RMK1020

1139.57

RMK1043

2262 2272

1139.58

1139.6131139.613

RMK1044

226 227

1139.61

1139.828

RMK1006

1139.83

RMK1028

1139.92

1139.958

RMK1058

1139.96

RMK1035

1139.99

RMK1034

1140.05

RMK1042

1140.06

1140.082

RMK1065

1140.08

RMK1012

2262 ST PC

1140.09

1140.199

RMK1016

1140.20

RMK1013

1140.23

1140.232

DDS1032

1140.23

1140.251

RMK1057

1140.25

1140.267

RMK1060

1140.27

1140.274

RMK1059

1140.27

1140.295

RMK1056

1140.30

1140.318

RMK1038

1140.32

1140.443

RMK1052

RMK1064

1140.44

INLET

147 ST

1140.50

1140.533

RMK1053

1140.53

RMK1050

1140.56

1140.574

RMK1007

1140.57

1140.592

RMK1061

1140.59

1140.602

RMK1039

1140.60

BH2016-2

1140.67

1140.703

RMK1009

226 ST PC

1140.70

1140.772

RMK1055

226 ST PC

1140.77

RMK1048

1140.79

RMK1062

137 ST

1140.82

RMK1063

1140.85

RMK1066

1140.88

RMK1049

1140.88

RMK1051

1140.89

RMK1047

137 ST

1141.31

1141.333

RMK1045

1141.33

1141.342

RMK1008

1141.34

1141.462

RMK1005

1141.46

1141.483

DDS1030

1141.48

1141.767

RMK1004

1141.77

1141.986

RMK1046

1141.99

1142.169

RMK1003

1142.17

1142.549

RMK1002

1142.55

1143.095

DDS1031

1143.10

1143.103

RMK1001

131 ST PC

1143.10

1145.100

DDS1011

1145.10

1145.658

DDS1012

227 ST PC

1145.66

1147.190

RMK1000

1147.19

1147.578

DDS1005

1147.58

1147.814

DDS1002

1147.81

1147.815

DDS1006

1147.82

1147.864

DDS1004

1147.86

1147.867

LBCL32

1147.87

1147.923

LBCL33

1147.92

1147.925

LBCL34

1147.93

1147.927

LBCL31

1147.93

1147.930

DDS1007

1147.93

1147.947

LBCL35

1147.95

MER START

290 ST

1147.96

1148.029

LBCL30

1148.03

1148.178

DDS1003

1148.18

1148.181

LBCL36

1148.18

1148.275

LBCL29

1148.28

1148.286

LBCL37

1148.29

1148.338

LBCL38

1148.34

1148.339

DDS1000

130 ST PC

1148.34

1148.550

DDS1010

1302 226 ST PC

1148.55

1148.570

DDS1009

1148.57

1148.607

DDS1008

1148.61

1148.618

LBCL28

1148.62

1148.697

LBCL39

1148.70

1148.909

LBCL27

1148.91

1148.951

LBCL40

1148.95

1148.987

DDS1001

1302 ST PC

1148.99

1149.406

LBCL26

1149.41

1149.431

1149.8531149.853

DDS1013

227 1302 ST PC

1149.85

1150.062

LBCL25

1150.06

IH 16-01 A

N 384595.788

E 2556422.516

ELEV 1150.118

IH_16-01A

1150.12

MER END

1150.28

1150.346

DDS1014

1150.35

1150.365

LBCL24

1150.37

1150.417

DDS1016

1150.42

1150.530

LBCL23

1150.53

1150.678

LBCL22

1150.68

1150.734

LBCL21

1150.73

1150.735

LBCL19

1150.73

1150.787

LBCL20

1150.79

1150.836

DDS1015

1150.84

1150.887

LBCL18

1150.89

1150.944

LBCL15

1150.94

1150.961

LBCL17

1150.96

1150.965

LBCL16

1150.96

CS102

0 20'20' 10'

A N

S I

S C

C G

.d g n

SALT

REEK

SALT

EEK

EXISTING 42" RCP (AREA 25)

A R

E A

E X

G S

E C

O N

N S

LEGEND

MAJOR CONTOURS

MINOR CONTOURS

1115.7

CONTROL POINT

SPOT ELEVATION

FENCE LINE

AT THE CONTRACTOR’S EXPENSE.

BE AT RISK OF FLOODING SHALL BE RELOCATED OUTSIDE OF THE FLOOD RISK AREA

IMPACT THE WORK AREA. ANY EQUIPMENT LOCATED WITHIN AN AREA DEEMED TO

WEATHER AND STREAM STAGE DATA TO DETERMINE FLOOD RISKS THAT MAY

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING AND ASSESSING

ITS TRIBUTARIES, AND LOCAL PRECIPITATION.

1. SITE CONDITIONS CAN BE IMPACTED BY FLUCTUATIONS WITHIN SALT CREEK,

NOTES:

HORIZONTAL CONTROL DATA.

1. SEE SHEET VC601 FOR VERTICAL,

NOTE:

OFFSITE (AREA 26)

AND DISPOSED OF

TO BE REMOVED

EXISTING 18" CMP

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

L T C

R E

E K L

E V

E E R

E H

A B

A T

W F -1

-B -0

A R

E A

M A

SALT CREEK

P O

P I

P O

SALT CREEK

C P

E R

C P

114511451145

L A

S T

S T O R

T O

F T

S T O R

T O

F T

S T O R

T O

W E

D O N

O T C

O N

T O

U R

D O N

O T C

O N

T O

U R

T O

W E

1150115

T O

W E

T O

W E

E L E

-0

RAMP

ACCESS

LEVEE

LAND SIDESALT CREEK SIDE

EL. VARIES

1V : 8H

(MIN.)

1V:

4" LEVEE SURFACING

TYPICAL ACCESS RAMP PROFILE

TYPICAL ACCESS RAMP SECTION

EXISTING SURFACE

4" LEVEE SURFACING

COHESIVE MATERIAL

NOT TO SCALE

LEVEE SIDE SLOPE

EXISTING CREEK SIDE

5' MIN.

10' MIN.

4" STRIPPING (SEE NOTE BELOW)

(SEE NOTE BELOW)

4" STRIPPING

COHESIVE MATERIAL

CG101

0 50'50' 25'

A N

S I

S C

C G

.d g n

LEGEND

Element: Linear

Tangent Length: 124.55

Element: Linear

Tangent Length: 30.01

Element: Linear

Tangent Length: 55.24

Element: Linear

Tangent Length: 42.73

Element: Linear

Tangent Length: 57.33

Element: Linear

Tangent Length: 132.40

Element: Linear

Tangent Length: 10.00

STATION NORTHING EASTING

POB 10+00.00 370295.88 2546885.51

PI 1 11+24.55 370420.18 2546893.30

POE 14+52.26 370738.37 2546966.38

PI 2 11+54.56 370449.78 2546898.26

PI 3 12+09.81 370501.87 2546916.68

PI 4 12+52.53 370544.22 2546922.31

PI 5 13+09.86 370598.10 2546941.90

PI 6 14+42.26 370728.46 2546965.02

PI 1 11+24.55 370420.18 2546893.30

PI 2 11+54.56 370449.78 2546898.26

P L

A N

A R

E A

SEE TYPICAL SECTION ON SHEET CG301.

GRADE AND REPLACE WITH 6" TOPSOIL AND SEED.

EXCAVATE AND DISPOSE OF OFFSITE 6" BELOW

APPROXIMATE LOCATION OF EXISTING SAND. (AREA 10)

EXISTING SHEETPILE WALL (AREA 9)

APPROXIMATE LOCATION OF

ON THE SALT CREEK SIDE

SHEETPILE WALL 10'

OVERLAP EXISTING

STRUCTURE

DRAINAGE

EXISTING

POWER

OVERHEAD

EXISTING

FENCE LINE

EXISTING

SHEETPILEHorizontal Alignment Name:

AREA 9-10Project Name:

SEE DETAIL ON SHEET CG501.

SEE CROSS SECTIONS ON SHEETS CG401-CG404.

INSTALL SHEETPILE WALL. (AREA 9)

TEMPORARY CONSTRUCTION ACCESS RAMP

LEVEE CENTERLINE

NEW SHEETPILE WALL

EXISTING FENCE LINE

EXISTING SHEETPILE WALL

SPECIFICATION 35 41 00.

FOR REQUIREMENTS, SEE

PROFILE AND SECTION BELOW.

LEVEE CREST. SEE TYPICAL RAMP

CONSTRUCTION ACCESS RAMP FROM

APPROXIMATE ALIGNMENT OF TEMPORARY

ACCESS RAMP. DO NOT DRIVE ON LEVEE SIDE SLOPES.

(SEE SHEET GI102) AND TEMPORARY CONSTRUCTION

ACCESSED ONLY FROM SOUTH 1ST STREET LEVEE TIEBACK

3. ALL WORK ON THE SALT CREEK SIDE OF LEVEE TO BE

TYPE B SEEDING, UNLESS OTHERWISE SPECIFIED.

2. ALL DISTURBED AREAS SHALL BE SEEDED WITH

CONTROL DATA.

1. SEE SHEET VC601 FOR VERTICAL AND HORIZONTAL

TEMPORARY RAMP.

THEN REPLACE TOPSOIL AND SEED AFTER REMOVAL OF

1. STRIP 4" TOPSOIL, STOCKPILE ON LAND SIDE OF LEVEE,

NOTE:

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

L T C

R E

E K L

E V

E E R

E H

A B

A T

W F -1

-B -0

A R

E A

M A

0+0

1+0

2+0

2+3

INVERT = 1123.324

0+0

INVERT = 1127.251

36 IN CMP

INVERT = 1128.091

36 IN RCP

INVERT = 1130.758

30 IN CMP

1+0

2+0

2+3

IH 16-01 A

N 384595.788

E 2556422.516

ELEV 1150.118

CG102

0 20'20' 10'

A N

S I

S C

C G

.d g n

LEGEND

TYPE B SEEDING, UNLESS OTHERWISE SPECIFIED.

2. ALL DISTURBED AREAS SHALL BE SEEDED WITH

CONTROL DATA.

1. SEE SHEET VC602 FOR VERTICAL AND HORIZONTAL

P L

A N

A R

E A

STOCKPILED MATERIAL.

PROCESS. (SEE NOTES BELOW) BACKFILL WITH

FLOOD PROTECTION THROUGHOUT REMOVAL

CONTRACTOR MUST MAINTAIN CONTINUAL

BY THE COR. SEE PROFILES ON SHEET CG202.

AND DISPOSE OF OFFSITE AS DIRECTED

REMOVE EXISTING 18" CMP (AREA 26)

SEE PROFILES ON SHEET CG202.

LIMITS OF EXCAVATION. (AREA 26)

EXISTING RCP/CMP

EXISTING FENCE LINE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

LEVEES AND CMP CENTERLINES

SALT

EEK

SALT

EEK

PLAN ON SHEET CG201

SEE PROFILE AND GRADING

LIMITS OF GRADING (AREA 25)

RING LEVEE. SEE NOTES BELOW.

CENTERLINE OF TEMPORARY

5. FOR REQUIREMENTS, SEE SPECIFICATION 35 41 00.

THE LEVEE.

FILLED PER THE SPECIFICATIONS AND TO THE ORIGINAL LINES AND GRADES OF

4. THE LEVEE EXCAVATION AREA, AFTER REMOVAL OF THE PIPE, SHALL BE

ABOVE 1149.4 AT ALL TIMES.

WIDE CREST, MAXIMUM 3H: 1V SIDE SLOPES, AND A CREST ELEVATION AT OR

THE TEMPORARY RING LEVEE OR EXISTING LEVEE MUST HAVE A MINIMUM 10FT.

3. TO PROVIDE THE LEVEL OF PROTECTION DURING CONSTRUCTION, EITHER

BELOW EL. 1149.4 AT ANY TIME.

SUCH A WAY THAT THE LEVEL OF PROTECTION PROVIDED DOES NOT FALL

CONSTRUCTION OF THE APPROVED TEMPORARY PROTECTION METHOD IN

2. DEGRADATION OF THE EXISTING LEVEE SHALL BE STAGED WITH

PROCESS AT AREA 26 OR AS DIRECTED BY THE COR.

AND IS MAINTAINED AT ALL TIMES THROUGHOUT THE CONSTRUCTION

A RING LEVEE THAT ENSURES A LEVEL OF PROTECTION OF AT LEAST EL. 1149.4

1.THE CONTRACTOR SHALL PROVIDE A TEMPORARY FORM OF PROTECTION VIA

LEVEL OF FLOOD PROTECTION NOTES:

0+0

1+0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

L T C

R E

E K L

E V

E E R

E H

A B

A T

W F -1

-B -0

A R

E A

M A

11601160

0+000+100+200+300+400+500+600+700+800+901+001+101+201+301+401+501+601+701+801+902+002+102+202+302+40

E L E

V A

N F

E E

T A

B O

V E M .S .L

E L E

V A

N F

E E

T A

B O

V E M .S .L

STATION (FEET)

10'

2H:1V

1.5H:1V

1144.0

1142.0

EXISTING GROUND

2H:1V

R C

P .7

C M

R C

P I

C M

P O

U T

EXISTING 42" RCP/CMP PROFILE @ LEVEE STATION 322+40 (AREA 25)

L E

W E

M A

N H

O L E

CREEK SIDELAND SIDE

EXISTING RIPRAP

TO REMAIN IN PLACE

EXISTING RIPRAP

TO REMAIN IN PLACE

INSTALL NEW RIPRAP (18" THICK)

FROM EXISTING RIPRAP TO

ELEV. 1144.0

~1134.0

~1121.0

EXCAVATE EXISTING MATERIAL TO ELEVATION 1147.8

STOCKPILE ON LAND SIDE OF LEVEE. SEE GRADING

PLAN ON THIS SHEET.

EXCAVATE EXISTING MATERIAL TO EXPOSE EXISTING

RIPRAP. STOCKPILE ON LAND SIDE OF LEVEE.

PROTECT EXISTING

TIMBER PILE BENT

CG201

A N

S I

V A

S C

C G

.d g n

A N

D G

R A

G P

L A

0 10'10' 5'

LEGEND

AREA 25 GRADING PLAN

EXI

STI

" C

M P

A R

E A

R C

P /C

M P P

R O

EXISTING 42" CMP

DESIGN MINOR CONTOUR

DESIGN MAJOR CONTOUR

INSTALLED NEW RIPRAP

EXISTING RIPRAP TO REMAIN IN PLACE

0 10'10' 5'

STATION (FEET)

323+50323+00 325+00 325+50324+00 324+50

EXISTING GROUND @

LEVEE CENTERLINE

AREA 26 LEFT BANK LEVEE CENTERLINE PROFILE

323+10 323+20 323+30 323+40 323+60 323+70 323+80 323+90 324+10 324+20 324+30 324+40 324+60 324+70 324+80 324+90 325+10 325+20 325+30 325+40

E L E

V A

N F

E E

T A

B O

V E M .S .L

E L E

V A

N F

E E

T A

B O

V E M .S .L

R E

M O

V E

D O

F F S

C E

C M

P T

O B

1. STRIP AND STOCKPILE LEVEE SURFACING ON LANDSIDE OF LEVEE

2. STRIP AND STOCKPILE TOPSOIL ON LAND SIDE OF LEVEE

3. EXCAVATE AND STOCKPILE EXISTING MATERIAL ON LAND SIDE OF LEVEE

4. REMOVE EXISTING 18" CMP (AREA 26)

5. BACKFILL AFTER REMOVAL OF 18" CMP WITH STOCKPILED MATERIAL AND

COVER WITH STOCKPILED TOPSOIL AND LEVEE SURFACING

CONTRACTOR MUST MAINTAIN CONTINUAL FLOOD PROTECTION THROUGHOUT

REMOVAL PROCESS. (SEE NOTES BELOW)

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

L T C

R E

E K L

E V

E E R

E H

A B

A T

W F -1

-B -0

A R

E A

M A

1+20 1+10 1+001+50 1+40 1+30 0+90 0+50 0+40 0+300+80 0+70 0+60

E L E

V A

N F

E E

T A

B O

V E M .S .L

2+40 2+30

STATION (FEET)

E L E

V A

N F

E E

T A

B O

V E M .S .L

2+20 1+80 1+70 1+602+10 2+00 1+90

11601160

0+20 0+10 0+00

11601160

EXISTING GROUND

LIMITS OF EXCAVATION

C M

P .5

EXISTING 18" CMP PROFILE @ LEVEE STATION 324+20 (AREA 26)

CREEK SIDELAND SIDE

EXISTING GROUND

AFTER EXCAVATION

C M

P .0

1. STRIP AND STOCKPILE LEVEE SURFACING

ON LAND SIDE OF LEVEE AND REPLACE

AFTER BACKFILLING

2. STRIP AND STOCKPILE

4" TOPSOIL ON LAND SIDE

OF LEVEE AND REPLACE

AFTER BACKFILLING

3. EXCAVATE EXISTING MATERIAL AND

STOCKPILE ON LAND SIDE OF LEVEE

OR USE IN TEMPORARY RING LEVEE.

REPLACE AFTER REMOVING EXISTING

18" CMP. SEE PROFILE ON THIS SHEET.

4. REMOVE EXISTING 18" CMP

AND DISPOSE OF OFFSITE.

CG202

A N

S I

S C

C G

.d g n

0 10'10' 5'

A R

E A

A N

D L

E V

E E P

R O

E S

E X

C M

0 10'10' 5'

5. FOR REQUIREMENTS, SEE SPECIFICATION 35 41 00.

THE LEVEE.

FILLED PER THE SPECIFICATIONS AND TO THE ORIGINAL LINES AND GRADES OF

4. THE LEVEE EXCAVATION AREA, AFTER REMOVAL OF THE PIPE, SHALL BE

ABOVE 1149.4 AT ALL TIMES.

WIDE CREST, MAXIMUM 3H: 1V SIDE SLOPES, AND A CREST ELEVATION AT OR

THE TEMPORARY RING LEVEE OR EXISTING LEVEE MUST HAVE A MINIMUM 10FT.

3. TO PROVIDE THE LEVEL OF PROTECTION DURING CONSTRUCTION, EITHER

BELOW EL. 1149.4 AT ANY TIME.

SUCH A WAY THAT THE LEVEL OF PROTECTION PROVIDED DOES NOT FALL

CONSTRUCTION OF THE APPROVED TEMPORARY PROTECTION METHOD IN

2. DEGRADATION OF THE EXISTING LEVEE SHALL BE STAGED WITH

PROCESS AT AREA 26 OR AS DIRECTED BY THE COR.

AND IS MAINTAINED AT ALL TIMES THROUGHOUT THE CONSTRUCTION

A RING LEVEE THAT ENSURES A LEVEL OF PROTECTION OF AT LEAST EL. 1149.4

1.THE CONTRACTOR SHALL PROVIDE A TEMPORARY FORM OF PROTECTION VIA

LEVEL OF FLOOD PROTECTION NOTES:

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

L T C

R E

E K L

E V

E E R

E H

A B

A T

W F -1

-B -0

A R

E A

M A

CG301

A N

S I

S C

C G

.d g n

T Y

A L S

E C

0 5'5'

C L

E V

E E

GROUND

EXISTING

SAND

EXISTING

A R

E A

AREA 10 TYPICAL SECTION

REPLACE WITH 6" TOPSOIL AND SEED.

AND DISPOSE OF OFFSITE.

EXCAVATE SAND 6" BELOW GRADE

E V

E E

SALT CREEK

E L E

V A

N A

B O

V E M .S .L (F

E E

50 60 704010 20 30

E L E

V A

N A

B O

V E M .S .L (F

E E

80-80-90-100 -70 -40-50-60-150-160-170 -140 -110-120-130 -30 130 140 15012090 100 110 200-10-20 190160 170 180

90 100 1108050 60 70 160 170 180150120 130 14040

10 20 300

E L E

V A

N A

B O

V E M .S .L (F

E E

190-190-200-210 -180 -150-160-170

139+00.00

-250 -220-230-240 -140 -40-50-60 -30 200-10-20-110-120-130 -100 -70-80-90

-180

140+00.00

-230-240-250

E L E

V A

N A

B O

V E M .S .L (F

E E

-220 -120-130-140 -110 -80-90-100-190-200-210 -180 -150-160-170

E L E

V A

N A

B O

V E M .S .L (F

E E

-230-240-250 -220 -190-200-210

139+50.00

180 190 200170140 150 160-50-60-70 -40 -10-20-30 13030 40 5020

E L E

V A

N A

B O

V E M .S .L (F

E E

0 10 100 110 1209060 70 80

C L

E V

E E

L C L

E V

E E

SALT CREEK

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

TRENCH

PROPOSED 4' WIDE x 2' DEEP

SEE DETAIL ON SHEET CG501

PROPOSED SHEETPILE WALL (AREA 9)

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

L T C

R E

E K L

E V

E E R

E H

A B

A T

W F -1

-B -0

A R

E A

M A

CG401

0 20'20' 10'

A N

S I

S C

C G

.d g n

0 20'20' 10'

S H

E E

T O

C R

O S

S S

E C

N S

A R

E A

SALT CREEK

-50-60-70 -40 -10-20-30-120-130-140 -110 -80-90-100 200100 110 1209060 70 80 170 180 190160130 140 150-150

E L E

V A

N A

B O

V E M .S .L (F

E E

-200-210-220 -190 -160-170-180

141+00.00

-230-240-250

-160-170-180 -150 -120-130-140-230-240-250 -220 -190-200-210 -110 -10-20-30 200170 180 190-80-90-100 -70 -40-50-60

140+50.00

30 40 5020

E L E

V A

N A

B O

V E M .S .L (F

E E

0 10

E L E

V A

N A

B O

V E M .S .L (F

E E

E L E

V A

N A

B O

V E M .S .L (F

E E

150 160 170140110 120 130-20-30-40 -10 180 190 2001000 10 20

E L E

V A

N A

B O

V E M .S .L (F

E E

70 80 906030 40 50-50-250

141+50.00

-240 -210-220-230

-200 -100-110-120 -90 -60-70-80-170-180-190 -160 -130-140-150

70 80 906030 40 50 140 150 160130100 110 12020

E L E

V A

N A

B O

V E M .S .L (F

E E

0 10

C L

E V

E E

L C L

E V

E E

L C L

E V

E E

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

TRENCH

PROPOSED 4' WIDE x 2' DEEP

SEE DETAIL ON SHEET CG501

PROPOSED SHEETPILE WALL (AREA 9)

TRENCH

PROPOSED 4' WIDE x 2' DEEP

SEE DETAIL ON SHEET CG501

PROPOSED SHEETPILE WALL (AREA 9)

TRENCH

PROPOSED 4' WIDE x 2' DEEP

SEE DETAIL ON SHEET CG501

PROPOSED SHEETPILE WALL (AREA 9)

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

L T C

R E

E K L

E V

E E R

E H

A B

A T

W F -1

-B -0

A R

E A

M A

CG402

0 20'20' 10'

A N

S I

S C

C G

.d g n

0 20'20' 10'

S H

E E

T O

C R

O S

S S

E C

N S

A R

E A

SALT CREEK

40 50 60300 10 20 110 120 13010070 80 90

E L E

V A

N A

B O

V E M .S .L (F

E E

140-140-150-160 -130 -100-110-120-210-220-230 -200 -170-180-190 -90 190 200-10 180150 160 170-60-70-80 -50 -20-30-40

E L E

V A

N A

B O

V E M .S .L (F

E E

-170-180-190 -160 -130-140-150-240-250

142+50.00

-230 -200-210-220

120 130 14011080 90 100 190 200-10 180150 160 17070

E L E

V A

N A

B O

V E M .S .L (F

E E

40 50 60300 10 20

0 10 20

E L E

V A

N A

B O

V E M .S .L (F

E E

-240-250

142+00.00

E L E

V A

N A

B O

V E M .S .L (F

E E

30-30-40-50 -20 190 200-10-100-110-120 -90 -60-70-80 18080 90 1007040 50 60 150 160 170140110 120 130

-20-220-230-240 -210 -180-190-200

-250

143+00.00

-170 -70-80-90 -60 -30-40-50-140-150-160 -130 -100-110-120

E L E

V A

N A

B O

V E M .S .L (F

E E

C L

E V

E E

L C L

E V

E E

L C L

E V

E E

GROUND

EXISTING

SEE DETAIL ON SHEET CG501

PROPOSED SHEETPILE WALL (AREA 9)

TRENCH

PROPOSED 4' WIDE x 2' DEEP

GROUND

EXISTING

GROUND

EXISTING

TRENCH

PROPOSED 4' WIDE x 2' DEEP

SEE DETAIL ON SHEET CG501

PROPOSED SHEETPILE WALL (AREA 9)

TRENCH

PROPOSED 4' WIDE x 2' DEEP

SEE DETAIL ON SHEET CG501

PROPOSED SHEETPILE WALL (AREA 9)

SECTION ON SHEET CG301.

WITH 6" OF TOPSOIL AND SEED. SEE TYPICAL

EXCAVATE 6" BELOW GRADE AND REPLACE

APPROXIMATE LOCATION OF EXISTING SAND. (AREA 10)

SECTION ON SHEET CG301.

WITH 6" OF TOPSOIL AND SEED. SEE TYPICAL

EXCAVATE 6" BELOW GRADE AND REPLACE

APPROXIMATE LOCATION OF EXISTING SAND. (AREA 10)

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

L T C

R E

E K L

E V

E E R

E H

A B

A T

W F -1

-B -0

A R

E A

M A

CG403

0 20'20' 10'

A N

S I

S C

C G

.d g n

0 20'20' 10'

S H

E E

T O

C R

O S

S S

E C

N S

A R

E A

SALT CREEK

90 100 1108050 60 70 160 170 180150120 130 14040

10 20 300

E L E

V A

N A

B O

V E M .S .L (F

E E

190-190-200-210 -180 -150-160-170

144+50.00

-250 -220-230-240 -140 -40-50-60 -30 200-10-20-110-120-130 -100 -70-80-90

200-10-20 190160 170 180-70-80-90 -60 -30-40-50 15050 60 704010 20 30 120 130 14011080 90 100-100

144+00.00

1110 E L E

V A

N A

B O

V E M .S .L (F

E E

-250 -150-160-170 -140 -110-120-130-220-230-240 -210 -180-190-200

E L E

V A

N A

B O

V E M .S .L (F

E E

-110-120-130 -100 -70-80-90-180-190-200 -170 -140-150-160 -60 160 170 180150120 130 140-30-40-50 -20 190 200-10-210

E L E

V A

N A

B O

V E M .S .L (F

E E

E L E

V A

N A

B O

V E M .S .L (F

E E

143+50.00

-250 -220-230-240

20 30 4010

E L E

V A

N A

B O

V E M .S .L (F

E E

0 90 100 1108050 60 70

C L

E V

E E

L C L

E V

E E

L C L

E V

E E

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

TRENCH

PROPOSED 4' WIDE x 2' DEEP

SEE DETAIL ON SHEET CG501

PROPOSED SHEETPILE WALL (AREA 9)

TRENCH

PROPOSED 4' WIDE x 2' DEEP

SEE DETAIL ON SHEET CG501

PROPOSED SHEETPILE WALL (AREA 9)

SECTION ON SHEET CG301.

WITH 6" OF TOPSOIL AND SEED. SEE TYPICAL

EXCAVATE 6" BELOW GRADE AND REPLACE

APPROXIMATE LOCATION OF EXISTING SAND. (AREA 10)

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

L T C

R E

E K L

E V

E E R

E H

A B

A T

W F -1

-B -0

A R

E A

M A

CG404

0 20'20' 10'

A N

S I

S C

C G

.d g n

0 20'20' 10'

S H

E E

T O

A R

E A

C R

O S

S S

E C

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

L T C

R E

E K L

E V

E E R

E H

A B

A T

W F -1

-B -0

A R

E A

M A

SECTION MODULUS Sx = 18.1 IN^3 PER FOOT OF WALL

STEEL SHEETPILE MIN SECTION PROPERTIES:

4'-0"

PZ 22 SHEETPILE

LEVEE SIDE SLOPE

RIVERWARD

LEVEE TOE

PZ 22 SHEETPILE

LEVEE SIDE SLOPE

RIVERWARD

4'-0"

GRADE

BELOW EXISTING

WALL ELEVATION 2'

TOP OF SHEETPILE

MATERIAL AND TOPSOIL.

AND THEN BACKFILL WITH EXCAVATED

2'x4' TRENCH, DRIVE SHEETPILE, STRIP 4" TOPSOIL, EXCAVATE

MATERIAL AND TOPSOIL.

AND THEN BACKFILL WITH EXCAVATED

2'x4' TRENCH, DRIVE SHEETPILE, STRIP 4" TOPSOIL, EXCAVATE

CG501

TYPICAL SHEETPILE - PLAN VIEW

SCALE: 1/4" = 1'

SCALE: 1/2" = 1'

S H

E E

T P

E W

A L L D

E T

SCALE: 1/2" = 1'

S C

C G

.d g n

V A

SHEETPILE WALL - ELEVATION

A R

E A

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

L T C

R E

E K L

E V

E E R

E H

A B

A T

W F -1

-B -0

A R

E A

M A

CG601

A N

S I

N /A

S C

C G

.d g n

FOR INFORMATION ONLY

F O

R I

N F

O R

M A

N O

N L

S H

E E

T O

AREA OF CONSTRUCTION

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

L T C

R E

E K L

E V

E E R

E H

A B

A T

W F -1

-B -0

A R

E A

M A

CG602

A N

S I

N /A

S C

C G

.d g n

FOR INFORMATION ONLY

F O

R I

N F

O R

M A

N O

N L

S H

E E

T O

AREA OF CONSTRUCTION

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

L T C

R E

E K L

E V

E E R

E H

A B

A T

W F -1

-B -0

A R

E A

M A

CG603

A N

S I

N /A

S C

C G

.d g n

FOR INFORMATION ONLY

F O

R I

N F

O R

M A

N O

N L

S H

E E

T O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

L T C

R E

E K L

E V

E E R

E H

A B

A T

W F -1

-B -0

A R

E A

M A

CG604

A N

S I

N /A

S C

C G

.d g n

FOR INFORMATION ONLY

F O

R I

N F

O R

M A

N O

N L

S H

E E

T O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

D D

H W

B L

A N

C A

S T

E R C

O U

N T

N E

B R

A S

K A

S A

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This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.