B.08.02 Solicitation.W912DQ20B1092 Saline KS FED Plans 20200911.pdf

PDF 14 MB Posted

Attached to
BID ABSTRACT - 2019 Levee Rehab Saline County - Salina Kansas
Solicitation number
W912DQ20B1082
Issued by

View the file

Other files

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

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®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

...\Projects\AEC_WS-001_ProjectTemplate\AEC_WS-001_ProjectTemplate\CAD_BIM\_Sheets\COVER SHEET

2:52:15 PM 9/4/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

G-001

F P

R

IT

T

A N

S I

D

F

IL

E N

A M

E

F P

R

IT

C

V E

R S

H E

E

KANSAS CITY DISTRICT

K A

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

IC

REHABILITATION OF

R E

H A

B

IL

IT

A T

IO

N

F

FLOOD OF 2019

H

M

IL

D E

N B

E R

G E

R

R

B U

D D

SALINA, KS LEVEE

KANSAS RIVER BASIN

K A

N S

A S R

IV

E R B

A S

IN

S A

L

IN

A

K S L

E V

E E

S a li n a

G -0

.d g n

W912DQ20B1082

W

D Q

B

READY TO ADVERTISE

3'

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

DO NOT DISTURB

GRADE CONTROL STRUCTURE

DO NOT DISTURB

GRADE CONTROL STRUCTURE

EXISTING GRADE

FACILITATE STONE PLACEMENT

EXCAVATE SOIL BEHIND WALL TO

TOP OF STRUCTURE

PLACE RIP RAP TO

PORTION OF WALL

DO NOT DISTURB BURIED

WITH SLOPE ABOVE STRUCTURE

DO NOT CAUSE STABILITY ISSUES

APPROXIMATE VERTICAL FACE

TOP OF STRUCTURE

PLACE RIP RAP TO

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:15:31 PM 8/25/2020

...\Projects\AEC_WS-001_ProjectTemplate\AEC_WS-001_ProjectTemplate\CAD_BIM\_Sheets\Grade Control Structure Cross Sections

F

IL

E N

A M

E

A N

S I

D

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

CS301

SHEET NOTES

H A

B

IL

IT

A T

IO

N O

F

C R

O S

S S

E C

T

IO

N S

G R

A D

E C

O N

T R

O L S

T R

U C

T U

P

R

IT

T

F P

R

IT

T

S E

E C

O V

E R S

H E

E T

S E

E C

O V

E R S

H E

E T

K A

N S

A S R

IV

E R B

A S

IN

READY TO ADVERTISE

R

B U

D D

H

M

IL

D E

N B

E R

G E

R

S a li n a

C S .d g n

S A

L

IN

A

K S L

E V

E E

SOIL

SHALE

WEATHERED

APPROX.

SHALE

FIRM

APPROX.

SOIL

SHALE

WEATHERED

APPROX.

SHALE

FIRM

APPROX.

50' 100'

50' 100'

0' 0'

A1

SCOUR LEFT BANK DETAIL

A6

SCOUR RIGHT BANK DETAIL

SCALE: 1" = 10' SCALE: 1" = 10'

E L

E L

CONTRACTOR SHALL FIELD IDENTIFY SCOUR AREAS WITH COR APPROVAL.2.

LEVEE CONSTRUCTION.

PLACE RIP RAP IN ACCORDANCE WITH SPECIFICATION SECTION 35 41 00 1.

20'

6 INCHES OF 3 INCH STONE

SCARIFY AND RECOMPACT SUBGRADE

20'

EXISTING QUARRY RUN STONE

MINIMUM 1' COVER36" CMPMINIMUM DIAMETER 6" STONE

INVERT OF STREAM

1 FOOT OF 6 INCH MINUS STONE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:16:32 PM 8/25/2020

...\Projects\AEC_WS-001_ProjectTemplate\AEC_WS-001_ProjectTemplate\CAD_BIM\_Sheets\Typical Repair Sections

F

IL

E N

A M

E

A N

S

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

CS501

SHEET NOTES

H A

B

IL

IT

A T

IO

N O

F

T Y

P

IC

A L D

E T

A

IL

S

T Y

P

IC

A L R

E P

A

IR

S

E C

T

IO

P

R

IT

T

F P

R

IT

T

S E

E C

O V

E R S

H E

E T

S E

E C

O V

E R S

H E

E T

K A

N S

A S R

IV

E R B

A S

IN

READY TO ADVERTISE

R

B U

D D

H

M

IL

D E

N B

E R

G E

R

S a li n a

C S .d g n

S A

L

IN

A

K S L

E V

E E

A1

TYPICAL DETAIL - ACCESS ROAD

SCALE: NTS A6

TYPICAL DETAIL - CONSTRUCTION PAD

SCALE: NTS

D1

TYPICAL DETAIL - LOW WATER CROSSING

SCALE: NTS

LEVEE CONSTRUCTION.

COMPACT FILL IN ACCORDANCE WITH SPECIFICATION SECTION 35 41 00 1.

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:17:47 PM 8/25/2020

...\Projects\AEC_WS-001_ProjectTemplate\AEC_WS-001_ProjectTemplate\CAD_BIM\_Sheets\Record Drawing

F

IL

E N

A M

E

A N

S

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

CS701

H A

B

IL

IT

A T

IO

N

P

R

IT

T

F P

R

IT

T

F O

R I

N F

O R

M A

T

IO

N O

N L

Y

R E

C O

R D D

R A

W

IN

G

S A

L

IN

A

K S L

E V

E E

READY TO ADVERTISE

S E

E C

O V

E R S

H E

E T

S E

E C

O V

E R S

H E

E T

R

B U

D D

S a li n a

C S .d g n

H

M

IL

D E

N B

E R

G E

R

K A

N S

A S R

IV

E R B

A

IN

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:19:19 PM 8/25/2020

...\Projects\AEC_WS-001_ProjectTemplate\AEC_WS-001_ProjectTemplate\CAD_BIM\_Sheets\Record Drawing

F

IL

E N

A M

E

A N

S

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

CS702

H A

B

IL

IT

A T

IO

N

P

R

IT

T

F P

R

IT

T

F O

R I

N F

O R

M A

T

IO

N O

N L

Y

R E

C O

R D D

R A

W

IN

G

S A

L

IN

A

K S L

E V

E E

READY TO ADVERTISE

S E

E C

O V

E R S

H E

E T

S E

E C

O V

E R S

H E

E T

R

B U

D D

S a li n a

C S .d g n

H

M

IL

D E

N B

E R

G E

R

K A

N S

A S R

IV

E R B

A

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:20:50 PM 8/25/2020

...\Projects\AEC_WS-001_ProjectTemplate\AEC_WS-001_ProjectTemplate\CAD_BIM\_Sheets\Record Drawing

F

IL

E N

A M

E

A N

S

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

CS703

H A

B

IL

IT

A T

IO

N

P

R

IT

T

F P

R

IT

T

F O

R I

N F

O R

M A

T

IO

N O

N L

Y

R E

C O

R D D

R A

W

IN

G

S A

L

IN

A

K S L

E V

E E

READY TO ADVERTISE

S E

E C

O V

E R S

H E

E T

S E

E C

O V

E R S

H E

E T

R

B U

D D

S a li n a

C S .d g n

H

M

IL

D E

N B

E R

G E

R

K A

N S

A S R

IV

E R B

A

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:23:06 PM 8/25/2020

...\Projects\AEC_WS-001_ProjectTemplate\AEC_WS-001_ProjectTemplate\CAD_BIM\_Sheets\Hydrograph 2008-2013 - Salina

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

CS704

E

H A

B

IL

IT

A T

IO

N

P

R

IT

T

F P

R

IT

T

F

IL

E N

A M

E

A N

S

R I

N F

O R

M A

T

IO

N O

N L

Y

-2

GENERAL SHEET NOTES

READY TO ADVERTISE

H

M

IL

D E

N B

E R

G E

R

S E

E C

O V

E R S

H E

E T

K A

N S

A S R

IV

E R B

A S

IN

S E

E C

O V

E R S

H E

E T

S M

O K

Y H

IL

L R

IV

E R H

Y D

R O

G R

A P

H

S A

L

IN

A

K S L

E V

E E

S a li n a

C S .d g n

R

B U

D D

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

2008 2009

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

2010 2011

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

2012 2013

PROJECT SITE CAN BE EXPECTED TO BE SIMILAR BUT NOT EXACT.

ILLUSTRATE HISTORIC RIVER STAGES AT MENTOR, KANSAS. STAGE TRENDS AT

THIS SHEET IS FOR INFORMATIONAL PURPOSES ONLY, AND IS USED TO 3.

FLOOD STAGE IS 20 FEET.2.

DATUM IS NAVD88.

MENTOR, KANSAS. GAGE ZERO VALUE IS 1,240.11 FEET M.S.L. GAGE VERTICAL

HYDROGRAPHIC SURVEY DATA TAKEN FROM SMOKY HILL RIVER GAGE AT 1.

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:24:26 PM 8/25/2020

...\Projects\AEC_WS-001_ProjectTemplate\AEC_WS-001_ProjectTemplate\CAD_BIM\_Sheets\Hydrograph 2014-2019 - Salina

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

CS705

E

H A

B

IL

IT

A T

IO

N

P

R

IT

T

F P

R

IT

T

F

IL

E N

A M

E

A N

S

R I

N F

O R

M A

T

IO

N O

N L

Y

-2

GENERAL SHEET NOTES

H

M

IL

D E

N B

E R

G E

R

S E

E C

O V

E R S

H E

E T

K A

N S

A S R

IV

E R B

A S

IN

S E

E C

O V

E R S

H E

E T

S M

O K

Y H

IL

L R

IV

E R H

Y D

R O

G R

A P

H

S A

L

IN

A

K S L

E V

E E

S a li n a

C S .d g n

R

B U

D D

PROJECT SITE CAN BE EXPECTED TO BE SIMILAR BUT NOT EXACT.

ILLUSTRATE HISTORIC RIVER STAGES AT MENTOR, KANSAS. STAGE TRENDS AT

THIS SHEET IS FOR INFORMATIONAL PURPOSES ONLY, AND IS USED TO 3.

FLOOD STAGE IS 20 FEET.2.

DATUM IS NAVD88.

MENTOR, KANSAS. GAGE ZERO VALUE IS 1,240.11 FEET M.S.L. GAGE VERTICAL

HYDROGRAPHIC SURVEY DATA TAKEN FROM SMOKY HILL RIVER GAGE AT 1.

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

2014 2015

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

2016 2017

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

2018 2019

READY TO ADVERTISE

COVER SHEET
LOCATION MAP
Site Plan - Rip rap repair
Site Plan - Haul Route
Grade Control Structure Cross Sections
Typical Repair Sections
Record Drawing
Record Drawing
Record Drawing
Hydrograph 2008-2013 - Salina
Hydrograph 2014-2019 - Salina

File details come from the government source that posted it. Updated .