MRLS_R471-460_Gatewell_325 01_Plans_RTA.pdf

PDF 26 MB Posted Aug 4, 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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MISSOURI RIVER LEVEE SYSTEM (MRLS) R 471-460

of Engineers

US Army Corps

Kansas City District

Building Strong

GATEWELL 325+01 REPLACEMENT

ELWOOD, KANSAS

MISSOURI RIVER BASIN

FLOOD PROTECTION RESTORATION

RTA

SOLICITATION NO. W912DQ-16-B-1005

AUGUST 2016

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

MATERIAL

FOR REMOVED RING LEVEE

STOCK PILE LOCATION

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

GI003

Y F

AVG

AVE

ASPH

APPROX

AVERAGE

AVENUE

ASPHALT

APPROXIMATE

AREA INLET

BOTTOM

BOTTOM OF STEEL

BUILDING

BOUNDARY

BENCH MARK

BALL AND BURLAP

GAS VALVE

GRAVEL

GROUND

GAUGE

GATE VALVE

GAS

GRVL

GRND

G.V.

HYDRAULIC

HEIGHT

HYD

BTM

BOS

BLDG

BDY

B.M.

B & B

DWLS

DWG

DTL

DIP

DIM

�DIA or

DEG

DOWELS

DRAWING

DETAIL

DUCTILE IRON PIPE

DIMENSION

DIAMETER

DEGREE

FIG

FEET

FORCE MAIN

FLOW LINE

FIGURE

FIRE HYDRANT

INDUSTRIAL SEWER

INVERT

INCH

INSIDE DIAMETER

INV

I.D.

LOW STEEL

LENGTH

POUND

LGTH

LBS

MONITORING WELL

MONUMENT

MINIMUM

MANHOLE

MECHANICAL

MATCH EXISTING

MON

MIN

MECH

NUMBER

NOT IN CONTRACT

NORTH

NO.

NIC

OHE

OVERHEAD ELECTRIC

OVERHEAD

OUTSIDE DIAMETER

ON CENTERS

POINT

POUNDS/SQUARE INCH

POUNDS/SQUARE FOOT

PROPOSED

POWER POLE

POWER LINE

POST INDICATOR VALVE

PERFORATED

PAVEMENT DRAIN

POLE

PSI

PSF

PROP

PIV

PERF

RIGHT OF WAY

REVISIONS

REQUIRED

REINFORCEMENT

ROAD

REINFORCED CONCRETE PIPE

REINFORCED CONCRETE BOX

RADIUS

ROW

REV

REQ'D

REINF

RCP

RCB

RAD or R

STD

STA

SSMH

SPEC

SECT

SDMH

STANDARD

STATION

SANITARY SEWER MANHOLE

SANITARY SEWER

SPECIFICATIONS

SPACING

SECTION

STORM DRAIN MANHOLE

STORM DRAIN

SIDEWALK

SOUTH

TYPICAL

TEST PIT

TOP OF STEEL

TOP OF CONCRETE

TELEPHONE

TOP AND BOTTOM

TYP

TOS

TOC

TEL

TAB

YD YARD

VOL

VERT

VCP

VOLUME

VERTICAL

VITRIFIED CLAY PIPE

UTILITY

UNKNOWN

UNDERGRAOUND TELEPHONE

UNDERGROUND ELECTRIC

UNDERGROUND

UNITED STATES

UTY

UKN

UGT

UGE

U.S.

WWF

WMH

W/O

WELDED WIRE FABRIC

WATER VALVE

WATER MANHOLE

WATER LINE

WITHOUT

WITH

WEST

CIVIL LEGEND

WATERLINE

SANITARY SEWER

CURB INLET

AREA INLET

FIRE HYDRANT

BUILDINGS

ROADS

CURB & GUTTER

WALKS

CULVERT

STORM DRAIN

WASTE DRAIN

POST INDICATOR VALVE

CONTOURS

SPOT GRADE ELEVATIONS

DIRECTION OF DRAINAGE

SUBDRAIN

SUBDRAIN OUTLET LINE

RAILROAD

DRILL HOLE

PROPERTY LINE MONUMENT

FIRE PROTECTION WATERLINE

GAS

TRAIL

FLAME RANGE PIT

SILT FENCE

FENCE

FLARED END SECTION

DEPENDING ON TYPE OF UTILITY LINE

MANHOLE SELF EXPLANATORY

OR SERVICE STOP & BOX

GATE VALUE & VALVE BOX

UNDERGROUND STEAM SUPPLY GAS METER

PROPOSED

PIV

GAS MAIN

SURVEY LEGEND

TREE LINE

WATER

DITCH

GAS

SANITARY SEWER

OVERHEAD ELEC

UNDERGROUND ELEC

FENCE

ELEC. MANHOLE

FIRE HYDRANT

GAS VALVE

POWER POLE

POWER POLE W/TRANSFORMER

POWERPOLE W/ST. LIGHT

STORM DRAIN

STREET LIGHT

SANITARY SEWER MANHOLE

TELEPHONE JUNCTION BOX

TREE

WATER VALVE

GUY

MARKER SIGN

GAS METER

TELEPHONE MANHOLE

WATER METER

REBAR MARKER

CHISELED MARKER

DRILL HOLE

COMMUNICATIONS

SURVEY MONUMENT

PIPE

CORRUGATED METAL

Wx ooo

SSx

RCP

SYMBOL IDENTIFICATION

DETAIL NUMBER

DETAIL IS SHOWN

SHEET NUMBER OF DWG. WHERE

SECTION IS SHOWN

SHEET NUMBER OF DWG. WHERE

SECTION LETTER

X_XX000 X_XX000

DETAIL IS TAKEN

SHEET NUMBER OF DWG. WHERE

X_XX000

SECTION IS TAKEN

SHEET NUMBER OF DWG. WHERE

GENERAL NOTES

EXTENT APPLICABLE.

PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY

OR NOTED "TO BE REMOVED" (TBR).

THESE SYMBOLS AND HATCHED THUSLY

3. EXISTING FACILITIES TO BE REMOVED ARE INDICATED BY USE

A N

D L

E G

E N

A B

B R

E V

N S

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

R J

A N

S E

D E

N B

E R

G E

EXIST

EOP

EXISTING

EACH WAY

EQUAL

EDGE OF PAVEMENT

ELEVATION (GRADE OR BLDG)

EACH FACE

ELECTRIC

CUBIC YARDS

CONTROL POINT

CONCRETE

COMMUNICATIONS

CORRUGATED METAL PIPE

STRENGTH MATERIAL

CONTROLLED LOW

CHAIN LINK FENCE

CURB INLET

CUBIC FEET PER SECOND

CATCH BASIN

CAPACITY

REPRESENTATIVE

CONTRACTING OFFICER

CORPS OF ENGINEERS

CAST IRON

CENTER LINE{

CU YD

CONC

COMM

CMP

CLSM

CLF

CFS

CAP

C.O.R

C.O.E

C.I.

or CL

LEVEE CL

PIPE/BOX

REINFORCED CONCRETE

GAS MAIN

X ON Y X FEET VERTICAL ON Y FEET HORIZONTAL

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

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

SHALL REPAIR THE ROAD TO EXISTING OR BETTER CONDITIONS.

ACCESS THE SITE. IF THE ROAD IS USED, THE CONTRACTOR

6. AN EXISTING ROAD IS AVAILABLE FOR THE CONTRACTOR TO

BETTER CONDITIONS.

5. STAGING AREA SHALL BE RESTORED BACK TO EXISTING OF

AFTER CONSTRUCTION IS COMPLETE.

EXCAVATED MATERIAL. EXCESS MATERIAL SHALL BE REMOVED

4. STAGING AREA MAY BE USED TO TEMPORARILY STOCK PILE

MATERIAL THAT HAS BEEN TRAFFIC COMPACTED.

IMPERVIOUS MATERIAL ON TOP OF 3 TO 5 FEET OF SANDY

3. STAGING AREA IS COMPOSED PRIMARILY OF 12" COMPACTED

PROJECT SITE.

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

TEMPORARY ACCESS ROAD DETAIL, THIS SHEET.

SHALL NOT BE LOCATED ON THE LEVEE EMBANKMENT. SEE

THE LEVEE MAY BE LOCATED ON UNDERSEEPAGE BERMS, BUT

1. CONTRUCTION ACCESS ROUTES LANDSIDE AND RIVERSIDE OF

TEMPORARY ACCESS ROAD NOTES - FOR PREVIOUSLY UNIMPROVED AREAS

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

815815

820820

NOTE: CONTRACTOR SHALL ONLY USE THE MONUMENTS LISTED FOR CONSTRUCTION.

MONUMENT UNITS: US FEET

GEOID MODEL: GEOID 09

SURVEY DATE: JUNE-JULY, 2010

R W

SHEET NOTES

D -2

A -2

A D -4

D -7

PLAN

VF101

E X

G C

O N

N S

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 M

R L S

R -4

G W

F .d g n

SCALE: 1"=30'-0"

010 603030

SCALE: 1" = 30'-0"

MRLS R471-460 BASELINE

LEVEE ACCESS GATE

SEE NOTE 2

EXISTING RELIEF WELL 19

SEE NOTE 2

EXISTING RELIEF WELL 20

SEE NOTE 2

EXISTING RELIEF WELL 18

SEE NOTE 2

EXISTING RELIEF WELL 17

(NO FLAP GATE)

FL ELEV = 797.7'

TOP HEADWALL ELEV = 804.80'

(NO FLAP GATE)

FL ELEV = 796.17'

TOP HEADWALL ELEV = 803.27'

EXISTING 6'x 5' RCB

BL STA. 325+01

FL ELEV = 797.4'

TOP ELEV = 823.6'

EXISTING 6.5'x10' GATEWELL

INSPECTIONS.

ROUTINE OPERATIONS AND MAINTENANCE AND CONSTRUCTION

8. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS FOR

SHALL NOT BE CONSTRUED AS LIMITING COMPETITION.

BE REGARDED AS ESTABLISHING A STANDARD OF QUALITY AND

7. REFERENCES TO SPECIFIC PRODUCTS OR MATERIALS SHALL

COMPACTING RUTS. BLADING IS NOT ALLOWED.

DAMAGE SHALL BE REPAIRED IMMEDIATELY BY FILLING AND

DOCUMENT PRE AND POST-CONSTRUCTION ELEVATIONS. ANY

STATION 320+00 TO THE ACCESS RAMP AT STATION 355+00 TO

INTERVALS IN EACH WHEEL TRACK ON LEVEE CREST FROM

NEAREST TENTH OF A FOOT SHALL BE TAKEN AT 10 FOOT

PRE AND POST-CONSTRUCTION SURVEY SHOTS ACCURATE TO THE

DOCUMENT PRE-CONSTRUCTION CONDITION. ADDITIONALLY,

THE LEVEE CREST AT THE START OF CONSTRUCTION TO

6. CONTRACTOR SHALL CONDUCT A WALKING VIDEO SURVEY OF

SLOPE IS NOT PERMITTED.

DRIVING, PARKING, OR STORING MATERIALS ON THE LEVEE

TEMPORARY ACCESS ROAD AND STAGING AREA AS INDICATED.

5. CONSTRUCTION TRAFFIC IS RESTRICTED TO THE

BROWNING LAKE

DRAINAGE INLET FROM

DRAINAGE OUTLET

UTILITIES.

KANSAS ONE CALL FOR LOCATING AND MARKING BURIED

4. PRIOR TO EXCAVATIONS, THE CONTRACTOR SHALL CALL

CONSTRUCTION ACTIVITIES.

EXPENSE, ALL EXISTING FACILITIES DAMAGED DURING

THE CONTRACTOR SHALL REPAIR AND/OR REPLACE, AT HIS/HER

SHALL PROVIDE PROTECTIONS NECESSARY TO PREVENT DAMAGE.

REMAIN UNDISTURBED AND USED IN PLACE. THE CONTRACTOR

UNLESS NOTED OTHERWISE, ALL EXISTING FACILITIES ARE TO

DATA SHALL BE ASSUMED TO HAVE AN UNKNOWN ELEVATION.

THERETO. ALL EXISTING UTILITIES WITHOUT ELEVATION

THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE

IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE

EXISTENCE OF WHICH ARE PRESENTLY NOT KNOWN OR SHOWN.

APPROXIMATE. IT IS POSSIBLE THERE MAY BE OTHERS; THE

THEREFORE, THEIR LOCATIONS MUST BE CONSIDERED

HAVE BEEN SHOWN USING AVAILABLE SURVEYS AND RECORDS.

3. UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES

FEATURES SHALL BE REPAIRED AT NO ADDITIONAL COST.

ACTIVITIES. ANY DAMAGE TO RELIEF WELLS OR OTHER

FEATURES TO REMAIN FROM DAMAGE DURING ALL CONSTRUCTION

2. PROTECT EXISTING RELIEF WELLS (RW) AND EXISTING

NAVD88 DEPENDING ON EXACT LOCATION.

IS NGVD29, WHICH IS APPROXIMATELY 0.3 FEET LOWER THAN

PROVIDED FOR REFERENCE ON SHEETS RS501 THROUGH RS502,

RECORD DRAWINGS FOR MRLS 471-460, INCLUDING THOSE

THE PUBLISHED OPERATION & MAINTENANCE MANUAL AND

(V), US SURVEY FEET. NOTE THAT THE VERTICAL DATUM IN

1. COORDINATE SYSTEM IS UTM ZONE 15 N (H), NAVD 88

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

CL - USCS Low Plasticity

Clay

CH - USCS High Plasticity

Clay ML - USCS Silt

SP - USCS Poorly-graded

Sand

Borehole Lithology

TYPE OF EXPLORATION

D DRIVE SAMPLE HOLE, Split tube sample barrel

C CORE HOLE

TP TEST PIT (includes power auger 0.6m or larger diameter)

U UNDISTURBED SAMPLE HOLE

A AUGER HOLE (hand or power auger less than 0.6m diameter) NS NOT SAMPLED (field classification from cuttings only)

FS FIELD SECTION OF OUTCROP

P PERMANENT PIEZOMETER

E L E

V A

U-153 Borehole Number

Explanation

Water Level Reading after drilling.

Water Level Reading at time of drilling.

Liquid Limit

Plasticity Index

Moisture Content %

% Passing #200

740 740

CL-ML border line lean clay-silt SM - USCS Silty Sand

SP-SM - USCS

Poorly-graded Sand with Silt

SW - USCS Well-graded

Sand poorly graded sand with gravel ML - USCS Silt

LITHOLOGY GRAPHICS

77.5% 40 20 21

B-201

M R

L S

R -4

G W

B -2

.d g n

27 SILTY CLAY, SOFT, WET, BROWNISH GREY

FAT CLAY, SOFT, WET, BROWNISH GREY

BOH. NO REFUSAL.

1/14/1966 325+33.44

181.89 R

A-205

+805.3 (ft)

BROWNISH GREY

FAT CLAY, SOFT TO MEDIUM, WET,

FAT CLAY, VERY SOFT, WET, GREY,

+798.6 (ft)

441740

BOH. NO REFUSAL.

1/14/1965 324+96.09

102.35 R

A-204

SATURATED, BROWN

POORLY GRADED SAND, LOOSE,

BLUISH GREY

LEAN CLAY, VERY SOFT, SATURATED,

32.8

28.3

POORLY GRADED SAND WITH GRAVEL

FAT CLAY, VERY STIFF, DAMP, DARK GREY

SANDY FAT CLAY, DAMP, DARK BROWN

SILTY SAND, DAMP TO WET, DARK GREY

11/22/2010 324+98.59

AD-400

+825.0 (ft)

GREY

SILTY SAND, DAMP, BROWN TO DARK

GREY

FAT CLAY, STIFF, DAMP TO WET, DARK

WET, GREY

POORLY GRADED SAND, MEDIUM DENSE,

BOH. NO REFUSAL.

+804.9 (ft)

LEAN CLAY, SOFT, WET, BROWN,

POORLY GRADED SAND, WET, BROWN,

FAT CLAY, SOFT, WET, GREY,

BOH. NO REFUSAL.

1/21/1963 325+09.11

D-75

BROWN TO REDDISH BROWN

FAT CLAY, SOFT TO MEDIUM, MOIST,

GREY TO BLACK

POORLY GRADED SAND, SATURATED,

25%

30%

63%

SILTY CLAY, BROWN

SILT, LOOSE, SATURATED, DARK GREY

+804.8 (ft)

2/2/1966 325+35.68

108.11 L

D-203

BOH. REFUSAL. ELEV. 727.16 (ft)

WET, BROWN

FAT CLAY, SOFT TO MEDIUM, MOIST TO

GREY, TAN

SILTY SAND, LOOSE, WET TO SATURATED,

SATURATED, GREY

POORLY GRADED SAND, LOOSE,

GREY

FAT CLAY, SOFT TO MEDIUM, WET, DARK

10%

SATURATED, DARK GREY

POORLY GRADED SAND WITH SILT, LOOSE,

SATURATED, GREY

POORLY GRADED SAND WITH SILT, LOOSE,

SATURATED, GREY

POORLY GRADED SAND, LOOSE,

SATURATED, DARK GREY

POORLY GRADED SAND WITH SILT, LOOSE,

SATURATED, GREY

POORLY GRADED SAND, LOOSE,

A D

A M

A L

O E

W E

N O

N E

O L

D E

O L

D E

T A

T C

H E

D S

T R

O G

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

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

QUARRY RUN ROCK

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 OUTLET STRUCTURE

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'

COORDINATED WITH THE COR.

FINAL PLACEMENT LOCATION SHALL BE

STOCKPILED AS SHOWN ON GI002.

8. RING LEVEE MATERIAL SHALL BE

GATEWELL STRUCTURE.

ACCEPTANCE OF FINAL LEVEE AND

REMOVED UNTIL COMPLETION AND

7. 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.

FOR DEWATERING.

RELIEF WELLS SHALL NOT BE USED

REPAIRED AT NO ADDITIONAL COST.

DAMAGE TO RELIEF WELLS SHALL BE

CONSTRUCTION ACTIVITIES. ANY

(RW) FROM DAMAGE DURING ALL

2. PROTECT EXISTING RELIEF WELLS

OF THE EXISTING LEVEE.

CONSTRUCTED PRIOR TO EXCAVATION

1. TEMPORARY RING LEVEE MUST BE

BROWNING LAKE

DRAINAGE INLET FROM

DRAINAGE OUTLET

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. 325+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

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

BROWNING LAKE

DRAINAGE INLET FROM

DRAINAGE OUTLET

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

EXCAVATION LIMITS.

SECTION DETAIL FOR BACKFILLING WITHIN THE

NOTE: CONTRACTOR SHALL USE THE GATEWELL

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 SE101

INSTALL OUTLET

SEE SHEET SE102

INSTALL INLETSEE SHEET SE100

INSTALL GATEWELL

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

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

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.

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

SE102

M U

L L E

M U

L L E

A K

U M

A R

M A

S O

L E

D R

A G

E S

T R

U C

T U

R E

N 14,449,124.46

E 1,112,903.73

N 14,449,115.03

E 1,112,911.42

SE101

"=1'8

SCALE:

INLET SECTION

1'-0"

1'-4"

24'-0"

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

"=1'8

SCALE:

2'-0" 2'-6"

SE102

SIM

SE102 SE102

1. SEE SHEET SE100 FOR GENERAL NOTES.

INLET STRUCTURE PLAN

1'-7"

GUARDRAIL PER SE500

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

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

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.

) GALVANIZED.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 GALVANIZED AFTER FABRICATION.

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

1. FOR GENERAL NOTES, SEE SHEET SE100

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

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

RS501

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

R E

C O

R D D

R A

A L

O E

W E

R J

A N

S E

D E

N B

E R

G E

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

RS502

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

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

T 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

P E

E R

S E

C T

N -C

VH101

S T J

O S

E P

H G

A G

S O

U R I

E R H

Y D

R O

G R

A P

E R S

T A

G E I

N F

T A

B O

V E Z

E R

O D

A T

U M

N A

V D

E R S

T A

G E I

N F

T A

B O

V E Z

E R

O D

A T

U M

N A

V D

E R S

T A

G E I

N F

T A

B O

V E Z

E R

O D

A T

U M

N A

V D

2. MSL FLOOD STAGE = 17 FT.

GAGE AT ST JOSEPH, MO, USGS 06818000.

1. HYDROGRAPHS ARE FOR MISSOURI RIVER

SHEET NOTES

N O

N E

M R

L S

R -4

G W

H .d g n

C H

E S

T N

U T

A L

O E

W 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

P E

E R

S E

C T

N -C

VH102

S T J

O S

E P

H G

A G

S O

U R I

E R H

Y D

R O

G R

A P

E R S

T A

G E I

N F

T A

B O

V E Z

E R

O D

A T

U M

N A

V D

E R S

T A

G E I

N F

T A

B O

V E Z

E R

O D

A T

U M

N A

V D

E R S

T A

G E I

N F

T A

B O

V E Z

E R

O D

A T

U M

N A

V D

2. MSL FLOOD STAGE = 17 FT.

GAGE AT ST JOSEPH, MO, USGS 06818000.

1. HYDROGRAPHS ARE FOR MISSOURI RIVER

SHEET NOTES

M R

L S

R -4

G W

H .d g n

N O

N E

C H

E S

T N

U T

A L

O E

E R

S E

C T

N -C

VH103

S T J

O S

E P

H G

A G

S O

U R I

E R H

Y D

R O

G R

A P

E R S

T A

G E I

N F

T A

B O

V E Z

E R

O D

A T

U M

N A

V D

E R S

T A

G E I

N F

T A

B O

V E Z

E R

O D

A T

U M

N A

V D

E R S

T A

G E I

N F

T A

B O

V E Z

E R

O D

A T

U M

N A

V D

SHEET NOTES

2. MSL FLOOD STAGE = 17 FT.

GAGE AT ST JOSEPH, MO, USGS 06818000.

1. HYDROGRAPHS ARE FOR MISSOURI RIVER

M R

L S

R -4

G W

H .d g n

N O

N E

C H

E S

T N

U T

A L

O E

W E

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_GI001

MRLS_R471-460_GW_GI002

MRLS_R471-460_GW_GI003

MRLS_R471-460_GW_VF100

MRLS_R471-460_GW_VF101

MRLS_R471-460_GW_B-201

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_SE102

MRLS_R471-460_GW_SE500

MRLS_R471-460_GW_RS501

MRLS_R471-460_GW_RS502

MRLS_R471-460_GW_VH101

MRLS_R471-460_GW_VH102

MRLS_R471-460_GW_VH103

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