amendment_CD101_Drawings.pdf

PDF 12 MB Posted Aug 25, 2016

Attached to: MRLS R471-460 Gatewell Levee Reconstruction
Solicitation number: W912DQ-16-B-1005
Issued by: Department of the Army Corps of Engineers Engineering District Kansas City

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Amendment 0001 drawings

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17-B-1005.pdf	PDF	May 18, 2017
A.07.23_MRLS_levee_Amendment_02.pdf	PDF	Sep 1, 2016
A.07.24_Amendment.pdf	PDF	Aug 25, 2016
A.07.20_site_visit_list.pdf	PDF	Aug 25, 2016
MRLS_R471-460_Gatewell_325 01_Specs.PDF	PDF	Aug 4, 2016
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GENERAL

SHEET NO. CADD FILE NO.

SURVEY

TITLE

GI002

VF100

VF101

INDEX

VH101

VH102

VH103

INFORMATIONAL HYDROGRAPHS

MISSOURI RIVER HYDROGRAPH - ST JOSEPH GAGE

GI001 COVER

GI002

GI003

SHEET NO. CADD FILE NO.TITLE

SE101

SE500

STRUCTURAL

MISSOURI RIVER HYDROGRAPH - ST JOSEPH GAGE

M R

L S

R -4

G W

G I0

.d g n

A L

O E

W E

A L

O E

W E

D E

N B

E R

G E

MRLS_R471-460_GW_VF101.DGN

MRLS_R471-460_GW_GI001.DGN

MRLS_R471-460_GW_GI002.DGN

MRLS_R471-460_GW_GI003.DGN

MRLS_R471-460_GW_VF100.DGN

MRLS_R471-460_GW_SE100.DGN

MRLS_R471-460_GW_SE101.DGN

MRLS_R471-460_GW_SE500.DGN

MRLS_R471-460_GW_VH101.DGN

MRLS_R471-460_GW_VH102.DGN

MRLS_R471-460_GW_VH103.DGN

CIVIL

CD101

CS101

CS301

MRLS_R471-460_GW_CS101.DGN

MRLS_R471-460_GW_CD101.DGN

B-201 MRLS_R471-460_GW_B-201.DGN

GEOTECHNICAL

SITE ACCESS

EXISTING CONDITIONS

ABBREVIATIONS AND LEGEND

TEMPORARY CONSTRUCTION, EXCAVATION, AND DEMOLITION PLAN

MRLS_R471-460_GW_CS301.DGN

RS501 MRLS_R471-460_GW_RS501.DGN

REFERENCE DRAWINGS - FOR INFORMATION ONLY

FOR INFORMATION ONLY

NEBRASKA

KANSAS

IOWA

MISSOURI

TOPEKA

CITY

KANSAS

LOUIS

ST.

MOINES

DES

OMAHA

ST. JOSEPH

PROJECT

VICINITY MAP

LOCATION MAP

E X A

N D L

O C

A T

N M

A P

INDEX AND LOCATION MAP RS502 MRLS_R471-460_GW_RS502.DGNFOR INFORMATION ONLY

R J

A N

S E

SITE AND GRADING PLAN

LEVEE SECTION AND SITE DETAILS

SE100 DRAINAGE STRUCTURE GATEWELL

MRLS_R471-460_GW_SE102.DGNSE102

DRAINAGE STRUCTURE GATEWELL GRATING, LADDER AND RAIL DETAILS

DRAINAGE STRUCTURE INLET

DRAINAGE STRUCTURE OUTLET AND PIPE BEDDING DETAILS

LOCATION

PROJECT

DETATCHED STRIP LOGS

A .L .L

RS503 MRLS_R471-460_GW_RS503.DGNFOR INFORMATION ONLY

A M

-D

E L E

T E

D S

T O

C K P

E A

R E

A N

O T

A D

D E

D R

S T

O T

H E I

N D

E X

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

N D

A T

E A

P P

P lo t s c a le

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

D ra w in g c o d e

Number:

Reference

Sheet

S Y

F -X

X X -X

X -X

C O

N S

T R

U C

N N

O T F

O R

P N

M R

L S R

-4

A T

E W

E L L

E P

L A

C E

M E

N T

E L

W O

O D

K A

N S

A S

K A

N S

A S C

S O

U R I

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

T A

U G

U S

SOUTH S

ELWOOD

+00

400+00

450+00

S O

U R I R

E R

ST JOSEPH

V E

R M

O N

T S

SHEET NOTES

SCALE: 1" = 300'-0"

300 600300 VF100

E A

C C

E S

1% SLOPE MIN.

GEOTEXTILE

"AGGREGATE FOR SURFACING".

REFERENCE MODOT SPEC SECTION 1006

6" THICK MODOT TYPE B CRUSHED STONE.

SCALE: NTS

TEMPORARY ACCESS ROAD DETAIL

M R

L S

R -4

G W

F .d g n

A L

O E

W E

A L

O E

W E

R J

A N

S E

D E

N B

E R

G E

N 14,447,203.26

E 1,114,195.40

N 14,447,317.16

E 1,114,334.78N 14,448,633.53

E 1,113,259.06

N 14,448,519.63

E 1,113,119.68

UNDERSEEPAGE BERM

EXISTING GROUND OR

MISSOURI RIVER

LEVEE TOE.

5. ACCESS ROAD SHALL BE A MINIMUM OF 5 FT FROM THE

COMPLETE AND RESTORE GROUND TO PRE-EXISTING CONDITIONS.

4. REMOVE TEMPORARY ACCESS ROAD AFTER CONSTRUCTION IS

BY FILLNG RUTS AND COMPACTING. BLADING NOT ALLOWED.

3. ANY RUTTING DURING CONSTRUCTION SHALL BE REPAIRED

RECOMMENDATION.

MINIMUM OVERLAP AND PLACEMENT PER MANUFACTURER'S

EQUIVALENT. EXTEND BEYOND SHOULDER 1' EACH SIDE.

2. GEOTEXTILE SHALL BE PROPEX GEOTEX 801 OR

WIDTH TO BE DETERMINED BY CONTRACTOR.

TO MAINTAIN POSITIVE DRAINAGE AWAY FROM LEVEE. ROAD

1. PLACE GEOTEXTILE AND CRUSHED STONE AS SHOWN. GRADE

TEMPORARY ACCESS ROAD NOTES - FOR PREVIOUSLY UNIMPROVED AREAS

-U

P D

A T

E D S

H E

E T N

O T

E S

A .L .L

BETTER CONDITIONS.

THE ROAD IS USED, THE CONTRACTOR SHALL REPAIR THE ROAD TO EXISTING OR

6. AN EXISTING ROAD IS AVAILABLE FOR THE CONTRACTOR TO ACCESS THE SITE. IF

5. STAGING AREA SHALL BE RESTORED BACK TO EXISTING CONDITIONS.

BERM, THEN SLOPE AT 1 ON 3 TO EXISTING GRADE.

GRADED TO SLOPE AWAY FROM THE LEVEE AT A 1 ON 75 SLOPE TO THE TOE OF THE

UNDERSEEPAGE BERM AFTER CONSTRUCTION IS COMPLETE TO ELEVATION 816 AND BE

PILE MATERIAL AND RING LEVEE MATERIAL SHALL BE PLACED ON THE EXISTING

4. STAGING AREA MAY BE USED TO STOCK PILE EXCAVATED MATERIAL. EXCESS STOCK

HAS BEEN TRAFFIC COMPACTED.

COMPACTED IMPERVIOUS MATERIAL ON TOP OF 3 TO 5 FEET OF SANDY MATERIAL THAT

3. STAGING AREA IS AN EXISTING UNDERSEEPAGE BERM COMPOSED PRIMARILY OF 12"

2. THE LEVEE CREST SHALL NOT BE USED TO ACCESS THE PROJECT SITE.

EMBANKMENT. SEE TEMPORARY ACCESS ROAD DETAIL, THIS SHEET.

LOCATED ON UNDERSEEPAGE BERMS, BUT SHALL NOT BE LOCATED ON THE LEVEE

1. CONTRUCTION ACCESS ROUTES LANDSIDE AND RIVERSIDE OF THE LEVEE MAY BE

MISSOURI RIVER

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

N D

A T

E A

P P

P lo t s c a le

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

D ra w in g c o d e

Number:

Reference

Sheet

S Y

F -X

X X -X

X -X

C O

N S

T R

U C

N N

O T F

O R

P N

M R

L S R

-4

A T

E W

E L L

E P

L A

C E

M E

W O

O D

K A

N S

A S

K A

N S

A S C

S O

U R I

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

T A

U G

U S

VERMONT ST

2N D S

C H

A G

O R

O C

D P

A C

R . A

N D U

N P

A C

ELWOOD

TEMPORARY ACCESS ROUTE

PROJECT LOCATION

GATEWELL 325+01

EXISTING UNDERSEEPAGE BERM

MISSOURI RIVER

STAGING AREA/STOCKPILE AREA

DRAINAGE OUTLET

BROWNING LAKE

DRAINAGE INLET FROM

815 815 815

820820820

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

N D

A T

E A

P P

P lo t s c a le

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

D ra w in g c o d e

Number:

Reference

Sheet

S Y

F -X

X X -X

X -X

C O

N S

T R

U C

N N

O T F

O R

P N

M R

L S R

-4

A T

E W

E L L

E P

L A

C E

M E

W O

O D

K A

N S

A S

K A

N S

A S C

S O

U R I

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

T A

U G

U S

815815

E L E

V A

N I

N F

E E

N A

V D

SCALE: 1"=50'-0"

PLAN

E X

C A

V A

A N

D D

E M

O L

N P

L A

T E

M P

O R

A R

Y C

O N

S T

R U

C T

CD101

SCALE: NTS

EXISTING GATEWELL

AT BASELINE

EXISTING GRADE

10'-0"

5'-0" 5'-0"

10'-0"

M R

L S

R -4

G W

D .d g n

A L

O E

W E

A L

O E

W E

R J

A N

S E

D E

N B

E R

G E

R W

SEE NOTE 2

EXISTING RELIEF WELL 19

SEE NOTE 2

EXISTING RELIEF WELL 17

SEE NOTE 2

EXISTING RELIEF WELL 20SEE NOTE 2

EXISTING RELIEF WELL 16

325+00 325+25 325+50324+75324+50 325+75324+25

0 25 50 75 100 125-25-50-75-100-125

RIVERSIDE LANDSIDE

E L E

V A

N I

N F

E E

N A

V D

SCALE: NTS

EXCAVATION CROSS SECTION

EXCAVATION PROFILE

TEMPORARY RING LEVEE SECTION

SHEET NOTES

797.7'797.4' 796.17'

EXISTING GRADE

OF EXCAVATION

APPROXIMATE LIMITS

SCALE: NTS

N .5

1 ON 2.5

RANDOM

IMPERVIOUS

10'-0"

MRLS R471-460 BASELINE

SEE SECTION THIS SHEET

TEMPORARY RING LEVEE

N 1 3

N 14,448,725.14

E 1,113,179.99

SEE NOTE 2

EXISTING RELIEF WELL 18

N 14,449,126.27

E 1,112,834.85

N 14,449,110.47

E 1,112,815.45

N 14,449,064.20

E 1,112,853.66

N 14,449,080.00

E 1,112,873.05

N 14,449,344.81

E 1,112,669.65

N 14,449,375.75

E 1,112,708.94

N 14,448,872.92

E 1,113,360.84

N 14,449,352.57

E 1,113,160.05

N 14,449,640.33

E 1,112,725.75

N 14,449,537.47

E 1,112,586.79

CONSTRUCTION LIMITS

'-0 " M

TO BE REMOVED

EXISTING 6'x5' RCB TO BE REMOVED

EXISTING 6'x5' RCB

TO BE REMOVED

EXISTING GATEWELL

SEE NOTE 4

EXISTING LEVEE CREST

AND CONCRETE BARRIERS

ACCESS GATE, WIRE FENCING,

REMOVE EXISTING LEVEE

TO BE REMOVED

EXISTING INTLET STRUCTURE

N 14,449,561.46

E 1,112,712.14

N 14,449,316.68

E 1,113,099.92

N 14,449,300.92

E 1,113,112.76

N 14,448,858.64

E 1,113,281.37

ELEV. 822.2'

BL STA. 325+01

REMOVED. SEE CROSS SECTION THIS SHEET

6'x5' RCB, INLET AND OUTLET TO BE

EXISTING GATEWELL STRUCTURE,

2. STATIONING IS FOR REFERENCE ONLY.

1. ALL DIMENSION SHOWN ARE MINIMUMS.

NOTES:

1 O N

1 ON 2

1 ON 2 1 O

2 1 ON 2

1 O N

RIVERSIDE LANDSIDE

5'-0"

5'-0" BELOW EXISTING RCB

EXCAVATION LIMITS

MINIMUM EXCAVATION LIMIT

MAXIMUM EXCAVATION LIMIT = 794'

BROWNING LAKE

DRAINAGE INLET FROM

DRAINAGE OUTLET

SEE NOTE 1

TEMPORARY RING LEVEE

TO BE REMOVED. SEE NOTE 1

EXISTING OUTLET STRUCTURE

1 ON 2.5

SEE NOTE 6 ON CS101

QUARRY RUN ROCK

A .L .L

A M

-U

P D

A T

E D N

O T

E S

A D

D E

D T

E M

G L

E V

E E T

O E

SHALL BE COORDINATED WITH THE COR.

ROCK. FINAL PLACEMENT LOCATION

CS101 FOR PLACEMENT OF QUARRY RUN

NOTED ON VF100. SEE NOTE 6 ON

STOCKPILED AT THE STAGING AREA AS

QUARRY RUN ROCK, SHALL BE

8. RING LEVEE MATERIAL, EXCEPT

AND REMAINING RCB.

CONSTRUCT THE OUTLET STRUCTURE

AT THE OUTLET STRUCTURE TO

PARTIALLY REMOVE THE RING LEVEE

COORDINATE WITH THE COR TO

STRUCTURE. THE CONTRACTOR SHALL

FINAL LEVEE AND GATEWELL

COMPLETION AND ACCEPTANCE OF

REMOVED IN ITS ENTIRETY UNTIL

7. THE RING LEVEE SHALL NOT BE

SPECIFICATION 32 92 19.

LEVEE IN ACCORDANCE WITH

TEMPORARY SEEDING FOR THE RING

6. CONTRACTOR SHALL PROVIDE

OBTAINED BY THE CONTRACTOR.

5. BORROW MATERIAL SHALL BE

CREST AND DISPOSE OF OFFSITE.

4. REMOVE TOP 6" OF THE LEVEE

SECTION 325+00 FOR ZONES.

SEPARATELY. SEE SHEET RS501

MATERIALS OF DIFFERING TYPES

STOCK PILE EXCAVATED SOIL

3. THE EXISTING LEVEE IS ZONED.

SHALL NOT BE USED FOR DEWATERING.

THE GOVERNMENT. RELIEF WELLS

REPAIRED AT NO ADDITIONAL COST TO

DAMAGE TO RELIEF WELLS SHALL BE

CONSTRUCTION ACTIVITIES. ANY

(RW) FROM DAMAGE DURING ALL

2. PROTECT EXISTING RELIEF WELLS

THE TEMPORARY RING LEVEE.

REMOVED AS NEEDED TO CONSTRUCT

STRUCTURE AND RCB SHALL BE

OF THE EXISTING LEVEE. THE OUTLET

CONSTRUCTED PRIOR TO EXCAVATION

1. TEMPORARY RING LEVEE MUST BE

820820 820820

R W

PLAN

A L

O E

W E

A L

O E

W E

R J

A N

S E

D E

N B

E R

G E

SCALE: 1"=30'-0"

010 603030

SCALE: 1" = 30'-0"

MRLS R471-460 BASELINE

SEE NOTE 2

EXISTING RELIEF WELL 20

SEE NOTE 2

EXISTING RELIEF WELL 18

CS101

M R

L S

R -4

G W

S .d g n

SHEET NOTES

AT BASELINE

EXISTING GRADE

E L E

V A

N I

N F

E E

N A

V D

SCALE: 1"=30'-0", 1H:5V

E A

N D G

R A

G P

L A

S=-0.000235 FT/FT

322+00 330+00

ELEV. 826.34

STA. 328+00

ELEV. 826.44

STA. 324+00

ELEV. 825.05

STA. 323+00

ELEV. 824.73

STA. 329+00

SEE NOTE 2

EXISTING RELIEF WELL 19

RAMP SEE NOTE 5

LEVEE PROFILE ALONG BASELINE

TOP OF IMPERVIOUS

LEVEE RAISE

OF SLOPE PROTECTION

TIE FENCE IN AT EDGE

OF SLOPE PROTECTION

TIE FENCE IN AT EDGE

SCALE: NTS

SEE NOTE 4

TURNOUT AREA

MRLS R471-460 BASELINE

TURNOUT

SEE DETAIL SHEET CS301

EXTEND TO 70' FROM OUTLET

LIMITS OF RIPRAP PROTECTION

SEE DETAIL SHEET CS301

EXTEND TO 60' FROM INLET

LIMITS OF RIPRAP PROTECTION

N 14,449,272.69

E 1,113,020.87

N 14,449,174.78

E 1,112,900.71

ELEV. 825.05

E 1,112,851.84

N 14,449,360.98

START RAISE

ELEV. 826.44

E 1,112,910.88

N 14,449,280.08

LEVEE RAISE

ELEV. 826.34

E 1,113,163.99

N 14,448,970.34

LEVEE RAISE

ELEV. 824.73

E 1,113,231.52

N 14,448,896.39

END RAISE

SEE DETAIL SHEET CS301

LEVEE ACCESS GATE

INSTALL FENCE AND

ELEV. 811.50

E 1,113,108.15

N 14,448,911.80

END C RAMP

ELEV. 826.27

E 1,113,093.18

N 14,449,049.39

END TURNOUT

ELEV. 826.04

E 1,113,074.81

N 14,449,053.32

START C RAMP

ELEV. 825.97

E 1,113,069.40

N 14,449,054.48

TURNOUT

ELEV. 825.99

E 1,113,006.13

N 14,449,131.91

TURNOUT

ELEV. 826.30

E 1,113,005.87

N 14,449,156.23

START TURNOUT

N 14,449,263.72

E 1,113,051.02

N 14,449,148.65

E 1,112,909.80

NOTE: STATIONING IS FOR REFERENCE ONLY

PIPE INVERT

DETAILS

FOR LOCATION AND

SEE SHEET SE102

INLET STRUCTURE

DETAILS

FOR LOCATION AND

SEE SHEET SE101

OUTLET STRUCTURE

STORM 84" RCP

BL STA. 325+01

TOP ELEV = 826.41'

INSTALL GATEWELL

BL STA. 325+01

AND DETAILS

SEE SHEET SE100 FOR LOCATION

SEE SECTION SHEET CS301

INSTALL GATEWELL AND RCP

BROWNING LAKE

DRAINAGE INLET FROM

DRAINAGE OUTLET

A .L .L

SEE NOTE 6

REQUIRED FOR THE QUARRY RUN ROCK.

CS301, 6" BEDDING LAYER IS NOT

RIPRAP PROTECTION DETAIL ON

BEEN USED. PLACE MATERIAL PER THE

THE DITCH UNTIL ALL MATERIAL HAS

PROTECTION, AND CONTINUE ALONG

PLACEMENT AT THE END OF RIPRAP

DRAINAGE OUTLET DITCH. START

LEVEE IS REMOVED, ALONG THE

TEMPORARY RING LEVEE, AFTER RING

6. PLACE QUARRY RUN ROCK FROM THE

WIDE WITH TURF SURFACING.

5. LEVEE RAMP SHALL BE 10 FEET

AGGREGATE SURFACE DETAIL.

TURNOUT. SEE SHEET CS301 FOR

4. PROVIDE AGGREGATE SURFACE ON

CREST AND DISPOSE OF OFFSITE.

TOP 6" OF THE EXISTING LEVEE

PLACEMENT OF NEW MATERIAL. STRIP

TOPSOIL AND STOCK PILE PRIOR TO

3. STRIP TOP 6" OF THE EXISTING

REPAIRED AT NO ADDITIONAL COST.

DAMAGE TO RELIEF WELLS SHALL BE

CONSTRUCTION ACTIVITIES. ANY

(RW) FROM DAMAGE DURING ALL

2. PROTECT EXISTING RELIEF WELLS

SHEET CS301 FOR LEVEE SECTIONS.

EXISTING GATEWELL ALIGNMENT. SEE

1. INSTALL GATEWELL ALONG THE

A M

-C

O R

R E

C T

E D S

T A

N N

U M

B E

A D

D E

D N

O T

E F

O R Q

U A

R R

Y R

O C

K P

L A

C E

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

N D

A T

E A

P P

P lo t s c a le

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

D ra w in g c o d e

Number:

Reference

Sheet

S Y

F -X

X X -X

X -X

C O

N S

T R

U C

N N

O T F

O R

P N

M R

L S R

-4

A T

E W

E L L

E P

L A

C E

M E

W O

O D

K A

N S

A S

K A

N S

A S C

S O

U R I

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

T A

U G

U S

322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 330+00

P -S

C A

L E

CS301

M R

L S

R -4

G W

S .d g n

S L

O E

H R

A L

O E

W E

D J E

N S

O N

RIVERSIDE LANDSIDE

0 25 50 75 100 125-25-50-75-100-125

RIVERSIDE LANDSIDE

E L E

V A

N I

N F

E E

N A

V D x xxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx xx xx xx xx x x x x x x xx x x

PADLOCK

CHAIN AND

4"X4" WOOD BRACE

SIDE OF BRACE

NAILS EACH

2-16 D GALV.

4"X4" WOOD BRACE

x x x x x

16" MAX.

BE 3" MIN.

MIDSPAN TO

CLEARANCE

X 7'-0" LONG

4" DIA. (TOP)

LINE POST-WOOD

DAP

4"X4" WOOD BRACE

TWISTED TO TIGHTEN

LOOP OF 9-GAGE WIRE

DAP BARBED-WIRE

8" DIA. (TOP) X 7'-6" LONG.

END OR CORNER BRACE POST-WOOD

TWISTED TO TIGHTEN

LOOP OF 9-GAGE WIRE

GRADE

BRACE

4"X4" WOOD

DAP

SCALE: NOT TO SCALE

GATE OPENING

END PANEL

10'-0"

BRACE PANEL

9'-0"

LINE PANEL

16'-0" MAX.

6" DIA. (TOP) X 7'-0" LONG

TERMINAL LINE POST-WOOD

8" DIA. (TOP) X 7'-6" LONG

END OR CORNER POST-WOOD

1 5/8" MIN. DIA. TUBULAR STEEL

2'-0" 2'-0"

GATE AND FENCE NOTES

SCALE: NOT TO SCALE

DAP DETAIL

SCALE: NOT TO SCALE

GATEWELL 325+01 SECTION

SCALE: NOT TO SCALE

E D

E T

L E

V E

E S

E C

N A

EXISTING IMPERVIOUS

EXISTING RANDOM

EXISTING GRADE

1 O N 3

IMPERVIOUS

TYPICAL LEVEE RAISE SECTION

1 ON 4

SEE DETAIL

AGGREGATE SURFACE

SEE SHEET RS501

EXISTING LEVEE SECTION

RANDOM

5'-6"

SCALE: NOT TO SCALE

AGGREGATE SURFACE

SEE PROFILE

TOP OF LEVEE

SLOPE

RIVERSIDE SLOPE

LANDSIDE

2%2%

SURFACE

AGGREGATE

SEE PROFILE

TOP OF LEVEE

25'-0" 15'-0"

1 O N 3

1 ON 4

SEE DETAIL

AGGREGATE SURFACE

5'-6"

1 ON 4

1 ON 3

RANDOM

IMPERVIOUS

785 785

1 ON 15 1 ON 15

GRADE

EXISTING

10'-0"

84'-0"

60'-9"

SEE DETAIL SE101

FILTER SAND

** 19' AT TURNOUT

* 20' AT TURNOUT

SCALE: NOT TO SCALE

" 1

O N .5

7' MIN

ACCESS GATE AND FENCE DETAIL

RIPRAP PROTECTION

PROTECTION

TOP OF RIPRAP

0.5%

PROTECTION

TOP OF RIPRAP

LEVEE RAISE CL

LEVEE RAISE CLBASELINE CL

BASELINE CL

IMPERVIOUS

6" BEDDING LAYER

RIPRAP GRADATION.

STONE PROTECTION FOR

SEE SPECIFICATION 35 31 19

B E

L L E

CREST AND THE STRUCTURE FOR ACCESS PURPOSES.

THE TOP OF THE GATEWELL BETWEEN THE LEVEE

CONTRACTOR SHALL PLACE IMPERVIOUS FILL UP TO

FOUNDATION DETAILS.

SEE SHEET SE100 FOR GATEWELL

2" 1" MIN.

POST WITH CONCRETE. POST HOLE SHALL BE A MINIMUM OF 1 IN LARGER THAN THE POST.

5. CONRACTOR SHALL FILL REMAINING AREA BETWEEN AUGERED POST HOLE AND WOODEN

4. LATCH AND PIN FOR PANEL GATE IS REQUIRED, BUT NOT SHOWN.

IN NON-ESSENTIAL DETAILS SHALL BE ACCEPTABLE, SUBJECT TO APPROVAL.

3. THE GATE SHOWN IS TYPICAL. ANY STANDARD COMMERCIAL GATE THAT VARIES ONLY

ADEQUATE BRACING AS REQUIRED.

PANELS CONFLICT, BRACING AND SPACING OF POSTS SHALL BE ALTERED TO PROVIDE

WHEN CORNER OR END PANEL CONFLICTS WITH GATE BRACE PANELS, OR TWO CORNER

2. THE SPACING OF END OR CORNER PANEL AND BRACE PANEL OF 10' AND 9' IS MAXIMUM.

STAPLED AT LEAST 4 TIMES.

1. ALL BARBED-WIRE STRANDS SHALL BE WRAPPED TWICE AROUND END POST AND

IMPERVIOUS

1 O N

CLASS IV 84" RCP

GEOTEXTILE

ELEV. 808.00'

ELEV. 809.00'

ELEV. 797.50' ELEV. 797.80'

ELEV. 796.30'

80'-0"

CENTERLINE

LEVEE RAISE

SURFACE

AGGREGATE

ELEV. 826.41'

TOP OF LEVEE

ELEV. 796.50'

ELEV. 795.13'

ELEV. 797.80'

SEE SHEET SE102

INSTALL INLETSEE SHEET SE100

INSTALL GATEWELL

SHEET SE101

SEE NOTE 2 AND

INSTALL OUTLET

-A

D D

E D S

H E

E T N

O T

E F

O R O

U T

L E

A .L .L

NOTE 7 AND EXCAVATION CROSS SECTION ON SHEET CD101.

LEVEE AND GATEWELL STRUCTURE AS DIRECTED BY THE COR. SEE

RING LEVEE SHALL BE CONTRUCTED AFTER ACCEPTANCE OF FINAL

2. OUTLET AND RCP WITHIN THE FOOTPRINT OF THE TEMPORARY

BACKFILLING WITHIN THE EXCAVATION LIMITS.

1. CONTRACTOR SHALL USE THE GATEWELL SECTION DETAIL FOR

NOTES:

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

N D

A T

E A

P P

P lo t s c a le

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

D ra w in g c o d e

Number:

Reference

Sheet

S Y

F -X

X X -X

X -X

C O

N S

T R

U C

N N

O T F

O R

P N

M R

L S R

-4

A T

E W

E L L

E P

L A

C E

M E

W O

O D

K A

N S

A S

K A

N S

A S C

S O

U R I

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

T A

U G

U S

CT JOINT

#7 EF, TYP

#5 @ 12", TYP

EF, TYP UNO

#7 @ 12" HORIZ.,

EF, TYP UNO

#5 @ 12" VERT.,

8'-2"

1'-4"

12'-0"

RIVERSIDE

#7 @ 6"

#7 @ 12"

SE100

GATEWELL STA. 325+01

"=1'-0"8

SCALE:

A B

C SECTION

SECTION SECTION

SE100 SE100 SE100 SE100

SE100 SE100

10'-6"

V A

CRADLE SECTION

(24) #7 AS SHOWN

SE100 SE100

SLOPE TO DRAIN

PIPE FLOWLINE ELEVATION

FILL WITH CONCRETE TO

" =1'-0"8

SCALE:

"=1'-0"8

SCALE:

"=1'-0"8

SCALE: "=1'-0"8

SCALE:

CONCRETE

SLAB BOTH SIDES

BEYOND GATEWELL BASE

(3) 4 FT PIPE LENGTHS

STRENGTH MATERIAL

CONTROLLED LOW STRENGTH MATERIAL

CONTROLLED LOW

HOOK, TYP

STANDARD

STD HOOK,TYP

STRUCTURAL GENERAL NOTES:

SPACE EQUALLY

SEE CRADLE NOTES

(20) DOWEL BARS,

M A

GRATING, SEE SE500

SEE SE500

LADDER,

RECOMMENDATION

MANUFACTURER'S

STEM, ANCHOR PER

SLEEVE AND GATE

GATE OPERATOR PIPE

SHOWN FOR CLARITY

NOTE: LADDER NOT

SLAB, TYP

MATCH SHAPE OF CRADLE OVER BASE

DIMENSIONS

RUNGS MATCHING THE FIXED LADDER

INDIVIDUAL CAST-IN-PLACE LADDER

BELOW THE INLET PIPE CROWN, PROVIDE

#5 @ 12"

ELEVATIONS

AND INVERT

GATEWELL TOP

CS301 FOR

REFER TO

2'-6"

M U

L L E

M U

L L E

M A

S O

A K

U M

A R

G A

T E

W E

L L

D R

A G

E S

T R

U C

T U

R E

GUARDRAIL, SEE SE500

(4) #7

(4) #7 U BARS

3'-3"3'-3"

SECTION 35 20 16.01 23

SPECIFICATION

SLIDE GATE PER

- SEE NOTE 4.5

JOINT, TYP

SLAB-TO-CRADLE

" JOINT FILLER AT 2

3.5 LAY PIPE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.

443.

3.4 PIPE MUST HAVE AN O-RING TYPE GASKET AND JOINTS MUST MEET ASTM C

3.3 LIFTING HOLES SHALL NOT BE PERMITTED.

STRUCTURES AND AT THE RIVERWARD END OF THE SAND FILTER.

(4FT) SHALL BE USED BEYOND THE CRADLE ENDS, THE INLET AND OUTLET

3.2 TYPICAL PIPE LAYING LENGTHS SHALL BE 8 FT. TWO HALF-PIPE LENGTHS

3.1 RCP SHALL MEET REQUIREMENTS OF ASTM C76 CLASS IV.

3. REINFORCED CONCRETE PIPE:

2. FOR PIPE PROFILE SEE CS301.

1.5 PROVIDE LAP AND DEVELOPMENT LENGTHS MEETING ACI 318.

" CHAMFER TO ALL EXPOSED EDGES.4

1.4 APPLY A

CONCRETE NOT CAST AGAINST EARTH:............................................................3"

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.........4"

1.3 MINIMUM COVER (UNLESS NOTED OTHERWISE):

AND FREE OF RUST.

1.2 REINFORCING: ASTM A615 GRADE 60. REINFORCING BARS SHALL BE CLEAN

1.1 CONCRETE : f'c = 4500 PSI

1. CAST-IN-PLACE CONSTRUCTION:

HOOK END AS SHOWN

#7 W/ STANDARD 180°

N 14,449,183.84

E 1,112,976.59

N 14,449,174.42

E 1,112,984.29

REINFORCEMENT MAY BE ADJUSTED TO ALLOW FOR SUPPORTS.

THE CRADLE TO THE PIPE ARE UNACCEPTABLE. LONGITUDINAL

FOR APPROVAL. STEEL SUPPORTS EXTENDING FROM THE BASE OF

THE CONTRACTOR AND SUBMITTED TO THE CONTRACTING OFFICER

4.6 PIPE SUPPORT FOR CRADLE PLACEMENT SHALL BE DETERMINED BY

TO ASTM D1751 OR D1752, TYPE I.

4.5. PREFORMED EXPANSION JOINT FILLER MATERIAL SHALL CONFORM

4.4 REINFORCING CLEAR COVER SHALL BE 4".

4.3. SPACE DOWELS NO CLOSER THAN 6".

DOWELS SHALL BE COATED WITH A BOND BREAKER.

CENTERED ABOUT JOINT BETWEEN CRADLE AND GATEWELL.

4.2. DOWELS ARE SMOOTH, A36 STEEL, 1 1/8" DIAMETER, 2'-0" LONG TO BE

AND INLET. PLACE AS SHOWN IN A/SE100.

4.1. ELEVATION OF DOWELS/REINFORCEMENT VARIES BETWEEN OUTLET

4. CONCRETE CRADLE:

THIS CONTRACT)

SYSTEM (NOT INLCUDED IN

PORTABLE FALL PROTECTION

LADDER USE REQUIRES A

8" MIN.

1'-4" MIN. JOINT, TYPICAL

CONSTRUCTION

P .D .M

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

N D

A T

E A

P P

P lo t s c a le

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

D ra w in g c o d e

Number:

Reference

Sheet

S Y

F -X

X X -X

X -X

C O

N S

T R

U C

N N

O T F

O R

P N

M R

L S R

-4

A T

E W

E L L

E P

L A

C E

M E

W O

O D

K A

N S

A S

K A

N S

A S C

S O

U R I

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

T A

U G

U S

SE101

M U

L L E

M U

L L E

A K

U M

A R

M A

S O

O U

T L E

T A

N D P

E B

E D

G D

E T

D R

A G

E S

T R

U C

T U

R E

N 14,449,239.54

E 1,113,044.95

N 14,449,230.11

E 1,113,052.64

P .D .M

A M

SE101SE101

SE101 SE101

SE101SE101

SPRINGLINE

LOOSELY PLACED

MIDDLE BEDDING

SCALE: NTS

Do/24 OR 3"

MAXIMUM OF

SCALE: NTS

JOINT, TYP.

CONSTRUCTION

"=1'8

SCALE:

OUTLET SECTION

OUTLET STRUCTURE PLAN

Do Do MIN

1'-0"

1'-4"

26'-3"

LENGTHS

(2) 4 FT PIPE

NOTE: ALL REINFORCEMENT SHALL #6 AT 12" O.C. UNLESS NOTED OTHERWISE

MATCH OUTER FACE WALL REINFORCING

#6 AS SHOWN

(1) SLOPED #6 EACH FACE

ABOVE PIPE

(3) #6 EACH FACE

(2) #6 BARS AROUND PIPE

1'-0"

#6 X 12" @ 12" O.C. DOWEL

#6 HORIZONTAL;

Do/3

TOP OF CLSM

BOTH SIDES

M A

CLSM PIPE SUPPORT DETAIL

FILTER SAND BEDDING DETAIL

NOTE: SYMMETRIC ABOUT PIPE CENTERLINE

SHEET NOTES

DURING FILL

PREVENT MISALIGNMENT AND FLOTATION

CONTRACTOR SHALL SECURE PIPES TO

"=1'8

SCALE:

CONCRETE CURB

1'-7"

COMPACTION, BOTH SIDES

BACKFILL PER CS301,95%

FILL PER CS301 AND SPECIFICATIONS

TOP OF EXISTING SOIL OR COMPACTED

SEE NOTE 3

4" PVC PIPE

#6 E.F.

SE101SE101

(12) #6 @ 10" O.C., OUTSIDE FACE

SE101SE101 SCALE: NTS

INLET AND OUTLET SECTION

HEADWALL

WINGWALLS AND

FINE AGGREGATE BEHIND

18" TO 36" OF ASTM C33

AGGREGATE BACKFILL

MATERIAL OUTSIDE OF

REFER TO CS301 FOR

2. SYMMETRIC ABOUT PIPE CENTERLINE.

NOTES: 1. CLSM REQUIRED FOR FULL PIPE LENGTH EXCEPT WHERE FILTER SAND IS LOCATED PER CS301.

SPECIFICATION 35 31 19

CS101 AND CS301 AND

MATERIAL PER PER

RIPRAP ON BEDDING

SPECIFICATIONS

DIRECTIONS; FOUNDATION PREPARED PER

18" MIN. TO 30" MAX. FILTER SAND IN ALL

SPECIFICATIONS

FOUNDATION PREPARED PER

SEE NOTE 2

SAND BAG SUPPORT,

SECURE BY METAL RING AND CLAMP.

COVER SOIL END OF PIPE WITH FILTER CLOTH AND

SHOULD BE 1 FT ABOVE THE TOP OF THE BASE SLAB.

PROJECTING 6 INCHES BEHIND WALL. INVERT OF DRAIN

3. EMBED 4" PVC DRAIN PIPE INTO HEADWALL,

ALONG THE LENGTH.

LENGTHS SHALL HAVE ONE SUPPORT CENTERED

APPROXIMATELY 12" FROM THE PIPE ENDS. 4 FT

SHOWN IN D/SE101. THE SUPPORTS SHALL BE

SUPPORTED AT TWO LOCATIONS WITH SAND BAGS AS

2. 8 FT LENGTHS BEDDED WITH CLSM SHALL BE

1. SEE SHEET SE100 FOR GENERAL NOTES.

O R

T O T

O P O

F W

A L L

4'-0"

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

N D

A T

E A

P P

P lo t s c a le

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

D ra w in g c o d e

Number:

Reference

Sheet

S Y

F -X

X X -X

X -X

C O

N S

T R

U C

N N

O T F

O R

P N

M R

L S R

-4

A T

E W

E L L

E P

L A

C E

M E

W O

O D

K A

N S

A S

K A

N S

A S C

S O

U R I

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

T A

U G

U S

, TYP16

L 2x2x

B SECTIONA SECTION

C SECTION

CJP

TYP

1 DETAIL

"=1'-0"2

SCALE:

SCALE: 3"=1'-0"

SCALE: 6"=1'-0"

SCALE: 3"=1'-0"

SCALE:: 3"=1'-0" SCALE: 3"=1'-0"

WELDED HEADED STUD

" DIA x 8" LONG END2

GRATING CLIP

STAPLE

x0'-5"16

BAR 3x

NOTE 4

GRATING SEE

CL HIGNES

SPAN

STAPLE

"16

BAR

" SLOTTED HOLE4

" x1 4

GRATING

" DIA STUD2

" DIA ROD8

" BAR16

TOP OF CONCRETE

" SLOTTED HOLE4

" x 1 4

BEARING BARS

"x0'-4"16

"x2

BAR 1 " R2

" DIA HOLE16

GRATING

" 16 NC8

TAP

TACK WELD

AT EACH GRATING CLIP

CHIP OUT CONCRETE

" DIA STUD2

NOTE:

TWO CLIPS ON EACH BEARING SIDE OF EACH SECTION OF GRATING.

GRATING CLIPS SHALL BE SPACED AT 2'-0" OC MAX WITH AT LEAST

SE500

SE500 SE500SE500 SE500

SE500 SE500

M U

L L E

M U

L L E

A K

U M

A R

SCALE: 1"=1'-0"

SHEET NOTES

Q S

P A

C E

D A

M A

, TYP4

x2 x12

L 2

ANGLE

" 16

"x2

GALV BAR 1

" DIA STUD2

" TYP4

"8 3R

BAR

SPECIFICATION

LADDER PER

1'-4" MIN

TYP LADDER PLAN DETAIL

SCALE: 1"=1'-0"

M A

S O

SEE SE100

E S

FACE OF CONCRETE

SCALE: 3" = 1'-0"

0 16

SCALE: 1" = 1'-0"

0 22 4

" = 1'-0"2

1SCALE:

BLACK PIPE, TYP.

NPS 2 STD.

2'-0" MAX4'-0" MAX, TYP

6" MAX

1 1/2 "

E SECTION

SCALE: 3"=1'-0"SE500 SE500

SE500SE500

SEE NOTE 6

ANCHORS

ADHESIVE

INSTALLED

POST

GUARDRAIL DETAIL

PLAN - GRATING AND FRAME

STAPLE DETAIL

NOTE: CENTER RAIL IN WALL, UNO

L A

D D

E R A

N D R

E T

G A

T E

W E

L L G

R A

D R

A G

E S

T R

U C

T U

R E

" PLATE2

DIA PIN

" 16

" HINGE WITH 16

4"x

HEAD CAP SCREW

" HEX SOCKET8

ANCHORS PER SPECIFICATIONS

TYP @ POSTS TYP

POST, TYP

VENT HOLE 1" FROM

" DIA. DRILLED 8

EDGE OR JOINT

6" MIN. TO ANY

1'-3"MIN

HEADED STUDS - ASTM A108

GRATING - ASTM A1011 TYPE 2

PIPE - ASTM A53 GRADE B

MISCELLANEOUS STEEL - ASTM A36

7. MATERIAL SPECIFICATIONS:

OF SPECIFICATION 05 52 00.

RESPONSIBILITY OF THE CONTRACTOR AND SHALL MEET THE REQUIREMENTS

". THE ANCHOR DESIGN SHALL BE THE 4

MINIMUM DIAMETER OF

6. GUARDRAIL ANCHORS SHALL BE POST-INSTALLED ADHESIVE ANCHORS WITH A

5. BAND AROUND PERIMETER OF ALL GRATING.

METAL BAR GRATING MANUAL.

FABRICATED AND INSTALLED ACCORDING TO THE LATEST VERSION OF THE

GRATING MANUAL (ANSI/NAMM MBG 531) . GRATING SHALL BE DETAILED,

) STEEL (GALVANIZED) PER THE METAL BAR 16

x 4

4. GRATING SHALL BE W-19-4 (1

SPECIFICATION SECTION 05 51 33.

CONTRACTOR AND SHALL BE DESIGNED TO MEET 29 CFR 1910.27 AND

DRAWINGS. THE LADDER DESIGN SHALL BE THE RESPONSIBILITY OF THE

MANUFACTURER, 29 CFR 1910.27, AND DIMENSIONING PROVIDED IN CONTRACT

3. INSTALL LADDER RUNGS AND FIXED LADDER IN ACCORDANCE WITH

FASTENERS TO BE STEEL GALVANIZED AFTER FABRICATION.

2. ALL GRATING, FRAMES, GUARDRAIL, GRAB BARS, LADDERS, FITTINGS AND

1. FOR GENERAL NOTES, SEE SHEET SE100

P .D .M

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

N D

A T

E A

P P

P lo t s c a le

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

D ra w in g c o d e

Number:

Reference

Sheet

S Y

F -X

X X -X

X -X

C O

N S

T R

U C

N N

O T F

O R

P N

M R

L S R

-4

A T

E W

E L L

E P

L A

C E

M E

W O

O D

K A

N S

A S

K A

N S

A S C

S O

U R I

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

T A

U G

U S

BAR

RS503

F O

R I

N F

O R

M A

N O

N L

M R

L S

R -4

G W

S .d g n

N O

N E

A L

O E

W E

R J

A N

S E

D E

N B

E R

G E

R E

C O

R D D

R A

A .L .L

A M

-A

D D

E D R

E C

O R

D D

R A

G S

H E

E 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

N D

A T

E A

P P

P lo t s c a le

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

D ra w in g c o d e

Number:

Reference

Sheet

S Y

F -X

X X -X

X -X

C O

N S

T R

U C

N N

O T F

O R

P N

M R

L S R

-4

A T

E W

E L L

E P

L A

C E

M E

W O

O D

K A

N S

A S

K A

N S

A S C

S O

U R I

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

T A

U G

U S

MRLS_R471-460_GW_GI002

MRLS_R471-460_GW_VF100

MRLS_R471-460_GW_CD101

MRLS_R471-460_GW_CS101

MRLS_R471-460_GW_CS301

MRLS_R471-460_GW_SE100

MRLS_R471-460_GW_SE101

MRLS_R471-460_GW_SE500

MRLS_R471-460_GW_RS503

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