A.07.24_Amendment_0002 _Attachment_1 _Drawings.pdf

GENERAL

UTILITIES

SUBSURFACE UTILITY QUALITY LEVEL DATA

G E

N E

R A

L

N O

T E

S

TRAFFIC CONTROL

UTILITY

STORM SEWER

SANITARY SEWER

WATER

GAS

COMMUNICATIONS

FIBER OPTIC

ELECTRIC

GOOGLE FIBER

LOCATION

ENTIRE PLAN

1.

2.

3.

4.

5.

6.

7.

8.

C

W E

L T

IG

M

L A

R S

O N

R J

A N

S E

N

H

M

IL

D E

N B

E R

G E

R

N

A

QUALITY LEVEL

B

ENTIRE PLAN

ENTIRE PLAN

ENTIRE PLAN

ENTIRE PLAN

ENTIRE PLAN

ENTIRE PLAN

ENTIRE PLAN

B

B

B

B

B

PAVEMENT

GI005

M I-

G I0

.D

G N

C

C

1.

2.

3.

4.

5.

1.

INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS.

QUALITY LEVEL - D:

PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION.

INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY USING

QUALITY LEVEL - C:

EXISTING AS-BUILT AND RECORD DRAWINGS FROM EACH RESPECTIVE UTILITY COMPANY.

KNOWN, EXCEPT FOR PORTIONS OF STORM AND SANITARY SEWERS. LOCATIONS HAVE BEEN COMPARED TO

CONSTRUCTION DRAWINGS. HORIZONTAL LOCATIONS ARE APPROXIMATE AND VERTICAL LOCATIONS ARE NOT

PAINT. THOSE MARKINGS WERE SURVEYED AND RECORDED BY THE COE AND TRANSFERRED ONTO THESE

TYPICAL UTILITY LOCATING DEVICES. UTILITIES WERE IDENTIFIED ON THE GROUND WITH SPECIFIC COLORS OF

EXISTING UTILITIES SHOWN WITHIN THESE CONSTRUCTION DRAWINGS HAVE BEEN LOCATED BY ONE-CALL WITH

QUALITY LEVEL - B:

2.

3.

8.

1.

2.

3.

4.

5.

6.

1.

2.

3.

4.

5.

DISPOSED OF AS DEBRIS.

ANY ASPHALT OR CONCRETE MILLING PERFORMED BY THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL AND

TRAFFIC AND MAINTAINED FOR THE DURATION OF TEMPORARY CONSTRUCTION.

PRIOR TO FINAL PAVING, TEMPORARY PAVING OF SOUTHWEST BOULEVARD SHALL BE ASPHALT ADEQUATE FOR

BY THE COR.

PAVEMENT TRUENESS TESTING SHALL NOT BE REQUIRED UNLESS THERE IS A POOR SUBJECT RIDE, AS DETERMINED

CONNECTIONS TO EXISTING STREETS.

CONTRACTOR SHALL MATCH EXISTING CURB & GUTTER IN GRADE, SIZE, TYPE, AND ALIGNMENT AT

TRANSITIONS BETWEEN NEW AND EXISTING STREETS, DRIVES, ETC.

CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT TO PROVIDE SMOOTH SURFACE

APPROVED BY THE UG OR KCMO PRIOR TO PLACEMENT.

ALL TEMPORARY MATERIALS THAT MAY BE USED AS A DRIVING SURFACE DURING CONSTRUCTION MUST BE

9.

6.

EXCAVATION AND EMBANKMENT MATERIALS

1.

2.

3.

LEGACY AT&T

GOOGLE FIBER

(913) 216-0740

MARK TURNER

(816) 275-4014

PJ McDERMOTT

PH: (913) 599-8981

ANTHONY CELLITTI

PH: (913) 573-9529

TOM SMILEY

PH: (913) 573-9835

JERRY SCHRICK

PH: (913) 676-1281

RUSS CLAYBAKER

KANSAS ONE CALL

1-800-DIG-SAFE

BPU WATER

BPU ELECTRICTIME WARNER CABLE

KCPL

PH: (816) 289-5514

JOEY WHITE

PH: (816) 472-3464

DONNIE RICHARDS

PH: (913) 416-9838

STEPHEN SCHNEIDER

GOOGLE

1-800-DIG-RITE

MISSOURI ONE CALL

LEGACY SBC

PH: (913) 915-0553

ALEX CASHMAN (KANSAS)

TIME WARNER CABLE

PH: (913) 646-1914

ROY BELLIS (MISSOURI)

MISSOURI GAS ENERGY

UTILITY CONTACTS

RAILROAD CONTACTS

BNSF RAILROAD

PH: (913) 551-4484

KAMIE MINOR

UP RAILROAD

PH: (402) 544-8571

JUSTIN MAHR

MUNICIPALITY CONTACTS

UNIFIED GOVERNMENT (UG) KANSAS CITY MISSOURI

PH: (913) 573-5724

SARAH FJELL

PUBLIC WORKS:

(816) 513-0291SYSTEMS ENGINEERING

(816) 513-0364FACILITIES ENGINEERING

(816) 513-8417 AFTER HOURS

(816) 513-4814SERVICE DISPATCH

(816) 513-9300WATER AND SEWER DISPATCH

WATER SERVICES DEPARTMENT:

(816) 804-8093 AFTER HOURS

(816) 513-9300TRANSPORTATION

PUBLIC WORKS:

PIPES AND STRUCTURES

1.

1.

2.

3.

4.

5.

6.

EXISTING LANDOWNER INFORMATION AND PRECAUTIONS

PIPES AND STRUCTURES (CONTINUED)

EROSION CONTROL

EXCAVATED DEBRIS AND PETROLEUM CONTAMINATED MATERIAL

EXISTING BUSINESS SIGNAGE

NECESSARY PERMITS.

CONTROL CONSTRUCTION DRAWINGS AND DOCUMENTATION TO FULFILL THE REQUIREMENTS OF THE

WITHIN THE PROJECT SPECIFICATIONS. ALSO, THE CONTRACTOR IS REQUIRED TO PREPARE ALL EROSION

THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ANY AND ALL EROSION CONTROL PERMITS, AS DESCRIBED

OWNER PRIOR TO REMOVING ANY SIGNAGE.

IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED IN THE AREA. CONTRACTOR MUST NOTIFY THE BUSINESS

WITHIN THE CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION IN THAT AREA. SIGNS MUST BE REPLACED

THE CONTRACTOR IS RESPONSIBLE TO CAREFULLY REMOVE ANY EXISTING BUSINESS SIGNAGE LOCATED

1.

1.

1.

LOCAL, STATE, AND FEDERAL GUIDELINES AND PER SPECIFICATION SECTION 02 61 13.

BE DISPOSED OF OFF-SITE AT A PERMITTED FACILITY. ALL ACTIVITIES MUST BE IN STRICT COMPLIANCE WITH

SHEETING TO ISOLATE IT FROM THE SURROUNDING ENVIRONMENT. PETROLEUM CONTAMINATED MATERIAL SHALL

SUSPECTED TO BE CONTAMINATED SHALL BE PLACED ON PLASTIC SHEETING AND COVERED WITH PLASTIC

BE SEGREGATED AND STOCKPILED SEPARATELY FROM CLEAN MATERIALS UNTIL HAULED OFF SITE. MATERIAL

THAT IS SUSPECTED TO BE PETROLEUM CONTAMINATED THROUGH VISUAL OBSERVATION OR BY ODOR SHALL

PROJECT SITE. EXCAVATED DEBRIS SHALL BE DISPOSED OF OFF-SITE AT PERMITTED FACILITIES. MATERIAL

METAL, PIPES, LUMBER INCLUDING GROUNDWATER AND OTHER NON-SOIL MATERIAL EXCAVATED FROM THE

EXCAVATED DEBRIS INCLUDES WOOD, BRICKS, ASPHALT MILLINGS, BOULDERS, DEMOLITION DEBRIS, CONCRETE, A

KANSAS GAS SERVICE

4.

SEPARATELY UPON REQUEST BY CONTRACTOR.

NOTICES SHALL BE PROVIDED TO THE COR. PROPERTY INFORMATION SUCH AS ADDRESSES WILL BE PROVIDED

ACROSS A PROPERTY WITHOUT PROVIDING VERBAL OR WRITTEN NOTICE TO THE LANDOWNER. DOCUMENTATION OF

CONSTRUCTION WITHIN CLOSE PROXIMITY TO THEIR RESPECTIVE PROPERTIES. CONSTRUCTION CANNOT COMMENCE

THE CONTRACTOR SHALL PROVIDE A MINIMUM OF SEVEN (7) DAYS NOTICE TO EACH LANDOWNER PRIOR TO

PH: (913) 573-5700

JOHN PACK

UTILITIES:

AT CONTRACTOR’S EXPENSE.

ABOVE AND BELOW GROUND AND SHALL BE RESPONSIBLE FOR DAMAGES AND SHALL REPAIR ANY DAMAGE IMMEDIATELY

RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ALL UTILITIES

OF EXISTING SUBSURFACE UTILITY DATA AS REPRESENTED IN THE TABLE BELOW. CONTRACTOR SHALL BE

UTILITIES ARE SHOWN IN ACCORDANCE WITH CI/ASCE 38-02 STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION

BE COORDINATED WITH THE INDIVIDUAL UTILITY COMPANIES FOR THEM TO RELOCATE.

PRIVATE UTILITIES SUCH AS GAS AND FIBER OPTIC SHOWN IN CONFLICT WITH STORM CULVERTS ON PROFILES ARE TO

CONTROLLER POWER, UNDERGROUND POWER ARE NOT KNOWN VERTICALLY.

CLEARANCE UNLESS SHOWN OTHERWISE. OTHER UTILITY LOCATIONS SUCH AS COMMUNICATIONS, FIBER OPTIC, TRAFFIC

TOP OF PIPE, GAS MAIN AT 2.5’ TO 3.0’ TO TOP OF PIPE, OVERHEAD ELECTRIC ESTIMATED WITH 12’ VERTICAL

FOLLOWING UTILITIES SHOWN IN PROFILES HAVE BEEN SET AT ASSUMED TYPICAL DEPTHS. WATER AT 3.5’ TO 4.0’ TO

THE CONTRACTOR IS TO CONFIRM UTILITY LOCATIONS (VERTICAL AND HORIZONTAL) PRIOR TO CONSTRUCTION. THE

BE MADE TO PROTECT THE UTILITY FROM DAMAGE AND THEFT.

UTILITIES EXPOSED DURING CONSTRUCTION SHALL NOT BE LEFT UNCOVERED OVERNIGHT. TEMPORARY MEASURES SHALL

STORM WATER FACILITIES.

STORM WATER CONNECTION SHALL BE MADE ON A DAILY BASIS TO PROVIDE ADEQUATE DRAINAGE FOR EXISTING

CONTRACTOR IS RESPONSIBLE FOR CONTROL OF STORM WATER FOR THE DURATION OF THE PROJECT. A TEMPORARY

SPECIFIED POTHOLING, OR RELOCATION OF ANY UTILITY.

CONTRACTOR SHALL COORDINATE WITH INDIVIDUAL UTILITY COMPANIES AND COR PRIOR TO REMOVAL, CONDUCTING

ADJACENT TO THE CONSTRUCTION LIMITS.

CONTRACTOR SHALL AT ALL TIMES SAFELY MAINTAIN PEDESTRIAN ACCESS TO ALL BUSINESSES IN OR

ALIGNMENT SIGNS, ETC.

SIGNS ARE DEFINED BY THE MUTCD TO INCLUDE, BUT ARE NOT LIMITED TO: OBJECT MARKERS, HORIZONTAL

MUTCD TO INCLUDE, BUT ARE NOT LIMITED TO: YIELD SIGNS, STOP SIGNS, SPEED LIMIT SIGNS, ETC. WARNING

SIGNS FOR THE PERIOD WHICH PERMANENT SIGNAGE IS REMOVED. REGULATORY SIGNS ARE DEFINED BY THE

PRACTICABLE. APPROPRIATE TEMPORARY SIGNAGE SHALL BE IN PLACE FOR ALL REGULATORY AND WARNINGS

ALL STREET SIGNS REMOVED FOR CONSTRUCTION SHALL BE PERMANENTLY REPLACED AS SOON AS

UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND SHALL BE PROVIDED BY THE CONTRACTOR.

ALL TRAFFIC CONTROL SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF THE MANUAL OF

INCLUDING FULLY LOADED FIRE TRUCKS.

EMERGENCY SERVICES. TEMPORARY ACCESS SHALL BE ABLE TO SUPPORT EMERGENCY VEHICLE TRAFFIC

CONTRACTOR SHALL AT ALL TIMES MAINTAIN AT LEAST ONE-LANE ACCESS TO ALL BUSINESSES FOR

CONCRETE JERSEY BARRIERS.

CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCHES, UTILIZING TRAFFIC CONTROL DEVICES SUCH AS

5.

GRADING AND HAULING, ETC.

FOR PLACEMENT AND SHALL AQUIRE ALL PERMITS NECESSARY TO DO THE WORK, IE LAND DISTURBANCE, STREET KANSAS CITY, MISSOURI. CONTRACTOR TO COORDINATE WITH DEAN REALITY CO. (PROPERTY OWNER)

UNCONTAMINATED EXCESS MATERIAL FROM EXCAVATION OPERATIONS CAN BE PLACED AT 1500 & 1501 W 27TH

MATERIAL MEETS THE GRADATION PER SPECIFICATION 32 15 00 AND/OR 35 41 00.

CONTRACTING OFFICER CAN BE USED FOR RIPRAP BEDDING AND AGGREGATE SURFACING PROVIDED THAT THE

ROCK THAT IS EXCAVATED FROM THE CHANNEL THAT IS DETERMINED TO BE ACCEPTABLE BY THE

APPROVED BY THE CONTRACTING OFFICER.

STATE OF MISSOURI. MATERIAL SHALL NOT BE BROUGHT ON-SITE UNTIL TEST RESULTS HAVE BEEN

(SOIL PATHWAY UNDER THE RESIDENTIAL) IN THE STATE OF KANSAS AND FOLLOW MDNR MRBCA IN THE

ALL TEST RESULTS SHALL BE BELOW THE CONCENTRATIONS IN THE CURRENT KDHE 2 RISK-BASED SUMMARY

CONTAMINATED SOIL IS USED ON THIS PROJECT PER SPECIFICATION 35 41 00.

BORROW SOILS BROUGHT ON-SITE FOR USE AS BACKFILL, SHALL BE SAMPLED AND TESTED TO ENSURE NO

OFFICER.

THE ON-RAMP. ALL MATERIAL TO BE USED FOR BORROW IS TO BE APPROVED BY THE CONTRACTING

BORINGS FOR THE MATERIAL THAT IS TO BE UTILIZED IS BELOW THE RANDOM FILL THAT WAS PLACED FOR

INSTALLATION IS INTENDED TO BE UTILIZED FOR BORROW FOR THE LEVEE CONSTRUCTION. REFERENCE SOIL

THE ABANDONED I-35 ON-RAMP AREA AND EXCAVATION FROM THIS AREA FROM THE INTERCEPTOR

10.

7.

WATER-TIGHT CONSTRUCTION.

BY DEFLECTING NO MORE THAN THREE (3) PIPE JOINTS AND IS DONE IN ACCORDANCE WITH THE ASTM C990 FOR

OUTSIDE PERIMETER OF THE PIPE JOINT WIDER THAN THE ASSEMBLED POSITION IF THE BEND CAN BE COMPLETED

OR ELBOWS. SMALL DEGREE BENDS MAY BE MADE BY DEFLECTION OF A SECTION BY OPENING ONE SIDE OF THE

ALL HORIZONTAL BENDS NOT OCCURRING AT A STRUCTURE SHALL BE MADE WITH MANUFACTURED BEVELED JOINTS

ADJACENT CURBS AND OR FINISHED GRADE AS APPROPRIATE.

MANHOLE, JUNCTION BOX, INLET TOP SLABS, RING, AND COVERS SHALL MATCH THE SLOPE AND ELEVATION OF

GEOMETRIC CENTER (INSIDE FOOTPRINT) OF THE STRUCTURE.

PIPE LENGTHS AND SLOPES SHOWN ON PLANS ARE BASED ON LINEAR DISTANCES AS MEASURED FROM THE

STRUCTURE STATIONING IS TO THE GEOMETRIC CENTER OF THE STRUCTURE INSIDE FOOTPRINT.

STRUCTURE DIMENSIONS SHOWN ON PLANS ARE INSIDE DIMENSIONS.

ALL STRUCTURES SHALL HAVE FORMED INVERT CHANNELS IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

BLASTING IS NOT ALLOWED.

REFERENCE SECTION 01 12 00.00 23 FOR CHANNEL DIVERSION SYSTEM REQUIREMENTS.

CONSTRUCTION ACTIVITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST AND EROSION CONTROL DURING ALL DEMOLITION AND

ACTIVITIES.

PUBLIC STREETS AND SIDEWALKS SHALL BE KEPT CLEAN AND CLEAR THROUGHOUT DEMOLITION AND CONSTRUCTION

FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS AND THE PROJECT SPECIFICATIONS.

DEMOLITION OR CONSTRUCTION OPERATIONS. DISPOSAL SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND/OR

CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM

REGISTERED LAND SURVEYOR IF DISTURBED BY CONSTRUCTION ACTIVITIES.

RESPONSIBLE FOR RE-ESTABLISHMENT OF ANY PROPERTY CORNERS OR SURVEY MONUMENTS BY A PROFESSIONALLY

CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND SURVEY MONUMENTS AND IS

RIGHT-OF-WAY. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS.

LIMITED TO: DRAINAGE UTILITIES, PAVEMENT, SIDEWALKS, STRIPING, CURB, ETC. AND TO INCLUDE ANY WORK ON CITY

RESPONSIBLE FOR REPAIRS OR DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION SUCH AS BUT NOT

AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR IS

THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO

USE AGREEMENTS.

AREAS SECURED BY THE CONTRACTOR BY PRIVATE AGREEMENT. THE COR SHALL BE INFORMED OF ANY PRIVATE LAND

EMPLOYEE PARKING) SHALL BE RESTRICTED TO THE PROJECT LIMITS AS INDICATED ON THE DRAWINGS AND/OR OTHER

CONSTRUCTION ACTIVITY (INCLUDING DEMOLITION, CLEARING, STORAGE OF EQUIPMENT AND MATERIALS, INSTALLATION, AND

HAVE PRECEDENCE.

OF A CONFLICT BETWEEN STANDARD DRAWINGS AND COE SPECIFICATIONS, THE SPECIFICATION PROVISION(S) SHALL

ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. IN THE CASE

DATUM - NAD 83 AND VERTICAL DATUM - NAVD 88, ALL IN US SURVEY FEET.

ALL SURVEY SHALL BE PROVIDED IN STATE PLANE KANSAS NORTH 1501 COORDINATE SYSTEM USING HORIZONTAL

C .W .W

SPECIFICATION SECTION 33 40 00.01 UG STORM DRAINAGE UTITIES.

00 STORM DRAINAGE UTILITIES. REINFORCED CONCRETE PIPE (RCP) WILL BE CONSTRUCTED IN ACCORDANCE WITH

REINFORCED CONCRETE BOXES (RCB) WILL BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATION SECTION 33 40

ABANDONMENT.

EXISTING UTILITY PIPE LINES TO BE ABANDONED IN-PLACE ARE TO BE PLUGGED AT BOTH ENDS OF THE

SURFACE GRADE PRIOR TO FILLING AND BEING BACK FILLED.

STRUCTURES CALLED OUT TO BE FILLED WITH FLOWABLE FILL ARE TO BE REMOVED A MINIMUM OF 4’ FROM

9.

A M

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US Army Corps of Engineers

S u b m it t e d b y

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Number:

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SHEET OF 101

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NOT TO SCALE

OVERALL PROJECT KEYMAPDEMOLISH PAVEMENT

N

S O

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H W

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31ST ST

T U

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E E

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765 765

+5

1+00

2+00

3+00 4+00

5+00

6+0

1+

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1+0

A

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010 20 4020

SCALE: 1" = 20’-0"

N

A-CG109

A-CG109 A-CG503

A

C H

A N

N

T

IP

R

A N

LEGEND

RIPRAP

S E E

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(31ST ST/ROANOKE INTERCEPTOR)

CULVERT LINE 1

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OR

B

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S E E

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M A T

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IN

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SEE SHEET A-CG108MATCH LINE

A-CG109

B

A-CG503

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CULVERT LINE 14

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Reference

Sheet

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GC

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LS

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SH

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ML

CH

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GC

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SH

LS

SH

LS

LS

SH

LS

SH

LS

CL

SH

19.4’ R

STA 24+89

EL 741.3

DC-168

78.3’ R

STA 25+57

EL 779.5

ADUC-187

CBLS

GLASS

CONC

GRVL

CLAY

FILL

94’ R

STA 26+35

EL 780

ADC-167

BLDR

CBLS

GRVL

CLAY

FILL

7’ L

STA 26+76

EL747.8

HA-166

25’ R

STA 27+63

EL 749.3

ADC-165

GRVL, CBLS

FILL, CLAY

23’ R

STA 28+40

EL 751.3

ADC-164

S=(+)0.50%

CHANNEL MODIFICATION

306.93 LF

S=(+)33.33%

CHANNEL MODIFICATION

36.34 LF

E V

.6

S T

A

.9

E V

.8

S T

A

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S T

A

.4

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IN

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.8

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.4

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A

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T R

A N

S

IT

M P

C H

A N

N E

L

W

K D

W

K D

W

W

TUNNEL

1,261.99 LF

APPROX.

TUNNEL

1,261.99 LF

APPROX.

GRADE

NEW CHANNEL

GRADE

EXISTING CHANNEL

GRADE

EXISTING CHANNEL

GRADE

NEW CHANNEL

SLAB

CHANNEL

SLAB

CHANNEL

CROWN

APPROX. TUNNEL

INVERT

APPROX. TUNNEL

SEE SHEET A-SE315

REFERENCE STRUCTURAL

TRANSITION SECTION

S=(+)14.93%

CHANNEL MODIFICATION

6.90 LF

S=(+)0.58%

CHANNEL MODIFICATION

141.27 LF

E V

.8

S T

A

.1

T R

A N

S

IT

M P

C H

A N

N E

L

REQUIREMENTS

FOR DIVERSION

SECTION 01 12 00.00 23

761.50 REF. SPEC.

CREEK STAGE ELEV.-

L

L

L

NOT TO SCALE

OVERALL PROJECT KEYMAPDEMOLISH PAVEMENT

N

S O

U T

H W

E S T

B L V

D

31ST ST

T U

R K

E E

K

770755

0+00

1+00

3+46 3+46

21+

+0

+0

+0

27+00

28+00

28+86

28+860

1+

BRIDGE PIERS

I-35 ENTRANCE RAMPI-35 ENTRANCE RAMP

I-35 BRIDGE PIERSI-35 BRIDGE PIERSI-35 BRIDGE PIERSI-35 BRIDGE PIERSI-35 BRIDGE PIERS

A D

U C

D C -1

H-166

A-71

A-84

ADU-186

DC-70

DC-69

ADC-167

A

C

W E

L T

IG

M

L A

R S

O N

R J

A N

S E

N

H

M

IL

D E

N B

E R

G E

R

N

M I_

C G

.D

G N

P L

O F

IL

E

C H

A N

N

O T

0 501050 100

VERTICAL SCALE: SCALE: 1" = 10’-0"

HORIZONTAL SCALE: 1" = 50’-0"

TUNNEL ENTRANCE

BEARING (FEET)

DISTANCE

ID

POINT

(Y)

NORTHING

(X)

EASTING

PC PI PT RDELTA L T

3.15 289,473.51 0+00.00

9+60.15

2.79

2.79

2.79

2.32

2.29

2.2

2.45

2.74

3.61

960.15

378.82

242.15

421.73

68.95

52.92

87.39

53.31

63.03

219.13

288,376.70

288,020.73

287,793.18

287,333.91

287,287.39

287,244.50

287,178.55

287,114.88

286,978.43

286,783.30

21+36.65

14+72.77

17+14.92

28+85.82

22+68.23

23+12.11

24+21.99

25+00.36

25+92.49

12+30.63 -762.03

22+68.23

22+70.16

23+57.12

24+72.37

25+58.99

27+51.85

-281.00

-500.00

0.35

0.47

0.04

0.09

0.25

0.29

0.87

-50.00

182.50

200.00

200.00

270.47

131.58

1.93

45.01

50.38

58.64

159.36

136.67

67.02

0.96

22.52

25.52

25.32

85.16

2,272,011.24

2,272,004.80

2,272,134.36

2,272,217.19

2,272,384.35

2,272,433.93

2,272,483.34

2,272,574.75

2,272,627.74

2,272,685.55

2,272,585.84

CONTROL LINE DATA - TURKEY CREEK CENTERLINE

28+00 29+0018+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00

1 FEATURES PLAN

OUTLET STRUCTURES

A-CG204

TURKEY CREEK

(31ST/ROANOKE INTERCEPTOR)

CULVERT LINE 1

TURKEY CREEK

A

A-CG204 A-SE315

1.

SHEET NOTES:

A-SE300A-CG204

UG RIGHT-OF-WAY

KDOT RIGHT OF WAY

CULVERT LINE 14

SECTIONS.

A-CG308 FOR CHANNEL CROSS

SEE SHEETS A-CG301 THROUGH

A M

R E

M O

V E

D

T

E M

P O

R A

L K

H E

A D

H E

R S

C .W .W s ig n e d b y

D a t e

US Army Corps of Engineers

S u b m it t e d b y

D e s c r ip t io n D a t e

S y m b o l

A p p r

P lo t s c a le

K A

N S

Y

M

IS

S O

U R I

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

C A m e

D r a w n b y

C h e c k e d b y

Number:

Reference

Sheet

F il e n o

M

IS

S O

U R I

IN

T E

R C

E P

T O

R

T U

R K

E E

K

Kansas City District

SHEET OF 101

C O

N S

T R

U C

T

IO

N A

P P

R O

V

R

O C

T O

B

MW

MW

MW

MW

MW

D

4 WIRE

MW-10

MW-2R

MW-14

MW-22

MW-25

4 WIRE

" C

MP

PL

PL

LP

PL

27’

TOR

GC

BOULDER

CL

GC

CL

CL

WTD SH

SH

LS

SH

LS

SH

LS

LS

CL W/ GRVL

BOULDER

LS FRAGS

CL

CL

CH W/ GRVL

WTD SH

SH

LS

LS

SH

SH

LS

LS

CL

CL

CL

CL

CL

GC

CL

SH

LS

SH

BOULDER

CL

SH

LS

SH

LS

CBLS W/ CL

O

S

.5

A

.7

E L

.0

A D

U C

O

S

.2

R

S T

A

.5

E L

D C

O

S

.3

R

S T

A

.0

E L

D C

O

S

.8

R

S T

A

.3

E L

.3

A D

U C

COBBLES

CL W/

FILL

CL

GRVLLY

GRV

CLEY

FILL-

BOULDER

O

S

.0

R

S T

A

.3

E L

.5

D C

COBBLES

GRAVL,

SAND,

CL W/

FILL

GRADE

EXISTING

SHEET A-CG504

TRENCH EXCAVATION DETAIL

PLACED PER LIMITS OF RCB

10 LF IMPERVIOUS BACKFILL

S=(+)0.20%

CAST-IN-PLACE RCB

70.00 LF DUAL 10’x9’

S=(+)0.20% DUAL 10’x9’ RCB

185.76 LF

T

E V

.0

M .H

C

C U

L V

E

IN

E

L

L

E V

.1

C

H A

N N

E L

E V

.5

O

U T

L E

T

S T

A

.1

IN

T E

R C

E P

T O

A N

N E

L

O P

E R

IM

IT

K D

O P

E R

IM

IT

C A

S T

IN

P

L A

T F

A L

L

C U

L V

E

S T

IN

P

L A

T F

A L

L

C U

L V

E

ELEV. 762.33

TOP WALL

FOR CLARITY

STRIP LOGS OFFSET

C A

S T

IN

P

L A

T F

A L

L

C U

L V

E

E V

.2

M .H

A

O

S

.5

L

T

C U

L V

E

E V

.2

M .H

B

O

S

.5

R

T

C U

L V

E

K

Y

S T

A

.1

E V

.6

S T

A

.1

E V

.3

S

T A

.0

C

H A

N N

E L

S T

A

.0

E V

.6

S T

A

.7

E V

.6

S T

A

.3

S=(+)0.20% DUAL 10’x9’ RCB

228.82 LF

W

IR

E V

.2

T

E V

.2

F .I

D

C U

L V

E

E

S T

A

.5

SEE NOTES 4, 5 & 6.

TEMPORARY RING LEVEE.

APPROX. LOCATION OF

S

T A

C K

A

C K

A

E V

.1

S T

A

.0

CONTRACT A

FINISH GRADE

F

E V

.0

L

IN

E

E V

.8

L

IN

E

S

T A

.0

L

IN

E

S T

A

.0

L

IN

E

SEE NOTE 7

ELEV. 782.50

TO 4’X4’ BOX

8’X8’ TRANSITION

FINISH GRADE GRADE

EXISTING

SEE NOTE 8

W

E V

.0

T

E V

.0

F .I

C U

L V

E

E

T

E V

.5

M .H

C U

L V

E

E

T

E V

.0

M .H

C U

L V

E

E

S=(+)3.44%

CLASS III WALL B

176.39 LF x 54" RCP

S=(+)1.25%

CLASS III WALL B

11.99 LF x 54" RCP

F

E V

.5

E V

.6

S T

A

.0

F

E V

IN

E

E V

.8

L

IN

E

S

T A

.0

L

IN

E

S T

A

.0

L

IN

E

T

E V

.0

M .H

C

C U

L V

E

E

S=(+)1.00%

CLASS III WALL B

158.09 LF x 54" RCP F

E V

.7

E V

.5

S T

A

.4

F

E V

.1

E

X

IS

T

IN

G

E V

.9

S T

A

.4

CL

CH

CH

GM

CH

CL

CH

GM

LS

SH

SH

LS

SH

LS

SH

LS

LS

LS

O

S

.7

L

S T

A

.7

E L

.8

A D

U C

SILTY SAND

GRVLY

GRADE

EXISTING

S=(+)0.20% DUAL 10’x9’ RCB

185.76 LF

CONTRACT B

(TYP.)

SHORING LIMITS

APPROXIMATE

7’-0"

ZONE

SHORING REQUIRED

E V

.4

S T

A

.7

U

P T

H

F

IB

T

IC

E X

IS

T

W

E

IP

N

IT

A R

Y

A B

A N

D

IN

P

L A

C E

E L

.4

S

A N

IT

A

W E

R E

X

IS

T

PROTECTION (BNSF)

FOR DEGREE OF

INVESTIGATION REQUIRED

JACKING LIMITS)

(CONTRACTOR DETERMINED

T

E V

.3

J .B

C U

L V

E

E

W

E V

.2

T

E V

.2

F .I

D

C U

L V

E

E

S T

A

.5

SEE NOTES 4, 5 & 6.

TEMPORARY RING LEVEE.

APPROX. LOCATION OF

S

T A

C K

A

C K

A

E V

.1

S T

A

.0

BNSF RR RIGHT-OF-WAY

CONTRACT A

FINISH GRADE

S=(+)0.20%

CLASS V JACKING PIPE

TRIPLE 96" RCP

240.63 LF

NOT TO SCALE

OVERALL PROJECT KEYMAPDEMOLISH PAVEMENT

N

S O

U T

H W

E S T

B L V

D

31ST ST

T U

R K

E E

K

2+00 3+00

+0

+0

+0

1+00

3+00

4+00

5+00

6+00

7+00

8+00

9+

2+00

I-35 BRIDGE PIERS

BRIDGE PIERS

I-35 ENTRANCE RAMP

ADUC-169

ADU-186

ADC-167

ADUC-187

DC-168

H-166

A-71

DC-69

DC-70

A-84

0+00 1+00 2+00 4+003+00 5+00 6+00 7+00 0+00

A

C

W E

L T

IG

M

L A

R S

O N

R J

A N

S E

N

H

M

IL

D E

N B

E R

G E

R M I_

A

C G

.d g n

0 501050 100

VERTICAL SCALE: SCALE: 1" = 10’-0"

HORIZONTAL SCALE: 1" = 50’-0"

N

A-CG205

31st STREET ROANOKE INTERCEPTOR CULVERT LINE 1

E V

.4

S T

A

.7

1+00 2+00 3+00

SHEET NOTES:

P L

O F

IL

E

A

L V

E

E

R O

A N

O K

E

IN

T E

R C

E P

T O

R

C U

L V

E

E

SEE SHEET A-SE340

PACKAGE A

E: 2,272,664.13 N: 287,133.45

STA. 0+76.18 (LINE 1)

OUTFALL #1-0

CULVERT LINE 14

PACKAGE B

E: 2,273,111.31 N: 286,944.07

STA. 5+60.76 (LINE 1)

9.0’ x 40.0’ (INSIDE)

J.B. #1-2

PACKAGE A

E: 2,272,813.86 N: 287,076.87

STA. 0+00.00 (LINE 14)

STA. 2+35.01 (LINE 1)

7’ DIA (INSIDE)

M.H. #1-1C

R O

1.

2.

3.

(PACKAGE B)

SANITARY SEWER LINE 2

(PACKAGE B)

SANITARY SEWER LINE 1

T U R

EY

EEK

ROAD

A

K D

H T

O F

W A

Y

H T

O F

W A

Y

(PACKAGE A)

INTERCEPTOR

31ST/ROANOKE

CULVERT LINE 1

4.

5.

6.

PACKAGE A

E: 2,272,940.26

N: 287,016.51

STA. 3+75.00 (LINE 1)

TERMINATE AND SEAL

PACKAGE A

E: 2,272,750.01

N: 287,106.32

(LINE 1)

STA. 1+64.79, O/S 8.5’ RT.

4’ DIA (INSIDE)

M.H #1-1A

PACKAGE A

E: 2,272,747.70

N: 287,088.83

(LINE 1)

STA. 1+69.38, O/S 8.5’ LT.

4’ DIA (INSIDE)

M.H. #1-1B

INTERCEPTOR

31ST/ROANOKE

CULVERT LINE 1

CULVERT LINE 14

PACKAGE A

E: 2,272,659.21

N: 287,261.14

STA. 3+61.18 (LINE 14)

7’ DIA (INSIDE)

MH #14-3

PACKAGE A

E: 2,272,663.07

N: 287,249.75

STA. 3+49.19 (LINE 14)

8’ DIA (INSIDE)

MH #14-2

PACKAGE A

E: 2,272,838.67 N: 287,233.04

STA. 1+72.80 (LINE 14)

BOX TRANSITION

SEE PROFILE FOR

8.0’ X 8.0’ (INSIDE)

OPEN ON ALL SIDES

4.0’ X 4.0’ (INSIDE)

F.I. #14-1, PACKAGE A

E: 2,272,934.64 N: 287,009.66

STA. 3+75.00 (LINE 1)

OPEN ON ALL SIDES

4.0’ X 4.0’ (INSIDE)

F.I. #1-1D

A-SE341A-CG205

D

F

U T

U

H E

R S

C O

N T

R A

CONSTRUCTION

SIMILAR) FOR FUTURE

PIPE WITH PRECAST CAP (OR

BLOCK AND SEAL END OF

CONTRACT A CONSTRUCTION:

CONTRACT A

FINISH GRADE

7.

8.

PRESSURE FORCES AND ANY OTHER APPLICABLE SURCHARGE FORCES.

OF THE MANHOLE, THE FORCES FROM THE STORM WATER, THE EARTH

TO THE OUTSIDE OF THE MANHOLE AS REQUIRED TO RESIST THE WEIGHT

FOR THE 7’ DIA. (INSIDE) MANHOLE. SLAB SECTION SHALL BE THICKENED

PROVIDE THICKENED SLAB SECTION IN THE 10’x9’ RCB AT THE OPENING

DEPTH STORM WATER VELOCITY OF 16.5FT/S.

TO RESIST THE FORCES FROM THE 54" RCP CONNECTION WITH FULL

BOLT TIES. MANHOLE SECTIONS AND CONNECTIONS TO BE DESIGNED

PRECAST MANHOLE SECTIONS FASTENED WITH STAINLESS STEEL EYE

ELEVATION 780.

EMBANKMENT HAS BEEN ESTABLISHED AND STABILIZED AT OR ABOVE

RING LEVEE SHALL BE REMOVED IMMEDIATELY AFTER THE PERMANENT

TEMPORARY PROTECTION ON THE RIVER AND LAND SIDE SLOPES.

ALLOWED, CONTRACTOR SHALL PROVIDE A SIMILAR FORM OF

CONSTRUCTION OCCURS DURING A TIME WHEN SEEDING IS NOT

REFER TO PROJECT SPECIFICATIONS FOR SEEDING REQUIREMENTS. IF

10’ AND THE SIDE SLOPES SHALL BE STABILIZED AS SOON AS POSSIBLE.

EM-385-1-1. RING LEVEE SHALL HAVE A MINIMUM CREST WIDTH OF

EXCAVATION AND CONSTRUCTION OF RING LEVEE SHALL CONFORM TO

ABANDONED I-35 ON-RAMP.

PRIOR TO THE EXCAVATION BELOW ELEVATION 780 OF THE

CONTRACTOR SHALL FIELD LOCATE ANDCONSTRUCT A RING LEVEE

ALL MANHOLE COVERS SHALL BE BOLT-DOWN.

SEE SHEET A-CG505 FOR FIELD INLET DETAILS.

SEE SHEET A-CG504 FOR MANHOLE DETAILS.

A M

R E

V

IS

L V

E

E

S

T A

T

IO

N

IN

G

C .W .W s ig n e d b y

D a t e

US Army Corps of Engineers

S u b m it t e d b y

D e s c r ip t io n D a t e

S y m b o l

A p p r

P lo t s c a le

K A

N S

Y

M

IS

S O

U R I

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

C A m e

D r a w n b y

C h e c k e d b y

Number:

Reference

Sheet

F il e n o

M

IS

S O

U R I

IN

T E

R C

E P

T O

R

T U

R K

E E

K

Kansas City District

SHEET OF 101

C O

N S

T R

U C

T

IO

N A

P P

R O

V

R

N O

V E

M B

L L

L F

L

E L

E V

.9

C H

A N

N

L

E L

E V

.0

C H

A N

N

L

E L

E V

.2

C H

A N

N

.3

R

IP

R A

P

O F

F S

E T

.7

L T

S H

A

IE

R

IL

L

LL O

S

.6

L T

S T

A

.0

L V

E

E

O

S

.5

L T

S T

A

.0

L V

E

E

L

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

FINISH GRADE

FINISH GRADE

FINISH GRADE

O

S

.5

L T

E L

E V

.4

S T

A

.1

A C

C E

S

.2

L T

E L

E V

.0

S T

A

.6

A C

C E

S

.2

L T

E L

E V

.1

S T

A

.5

A C

C E

S

.5

L T

E L

E V

.4

S T

A

.0

A C

C E

B

A-CG306 A-CG503

A

A-CG503A-CG306

A-CG503A-CG306

A-CG306

C

A-CG503

C

A-CG306 A-CG503

C

A-CG306 A-CG503

A-CG305 A-SE350

O

.1

R

IP

R A

P

O

.7

R

IP

R A

P

O/S 0 O/S 20 O/S 40 O/S 60 O/S 80 O/S 100O/S -20O/S -40O/S -60O/S -80O/S -100O/S -120O/S -140O/S -160O/S -180O/S -200O/S -220

O/S 0 O/S 20 O/S 40 O/S 60 O/S 80 O/S 100O/S -20O/S -40O/S -60O/S -80O/S -100O/S -120O/S -140O/S -160O/S -180O/S -200O/S -220

O/S 0 O/S 20 O/S 40 O/S 60 O/S 80 O/S 100O/S -20O/S -40O/S -60O/S -80O/S -100O/S -120O/S -140O/S -160O/S -180O/S -200O/S -220

A

M I_

A

C G

.d g n

C

W E

L T

IG

M

L A

R S

O N

R J

A N

S E

N

H

M

IL

D E

N B

E R

G E

R

STA. 26+00.00

SCALE: 1" = 20’-0"

STA. 26+25.00

SCALE: 1" = 20’-0"

STA. 26+50.00

SCALE: 1" = 20’-0"

A-CG306

A

A

.0

S T

A

A

.0

C H

A N

N

O

C T

IO

N S

1.

2.OFFSETS (O/S) ARE GIVEN IN FEET. NEGATIVE VALUES ARE OFFSET LEFT.

SEE SHEET A-CG204 FOR CHANNEL PLAN AND PROFILE.

SHEET NOTES:

A M

R E

M O

V E

D

T

E M

P O

R A

L K

H E

A D

H E

R S

C .W .W

(HS-20 LOADING)

TRAFFIC RATED LID

SECTION DETAILS

REFER TO PAVEMENT

PAVEMENT GRADE

PROPROSED

NOT TO SCALE

RING AS NEEDED.

AND ADJUSTMENT

APPROVED EQUAL

AND LID OR

MANHOLE FRAME

NEENAH R-1672

STRUCTURE

JUNCTION BOX

JUNCTION BOX DETAIL

C

W E

L T

IG

M

L A

R S

O N

R J

A N

S E

N

H

M

IL

D E

N B

E R

G E

R

N

A

A PIPE CONNECTION SECTION

SCALE: 1 1/2"=1’

M I_

C U

.D

G N

A-CG504 A-CG504

IN

T

E R

C E

P T

T A

IL

S

A-CG504

A

C .W .W

A M

R E

V

IS

T E

S

EXTERIOR OF STRUCTURE

COLLAR AROUND PIPE ON

AROUND PIPE ALONG WITH

3" NON SHRINK GROUT

(SEE PROFILE)

VARIES

(NEW OR EXISTING)

INCOMING PIPE

PIPE DIA

RCB/RCP WALL THICKNESS

RCB/RCP WALL THICKNESS

(RCB SHOWN)

RCB/RCP/MH

A-CG504 A-CG504

NECESSARY

DRILLED HOLE AS

PRECAST OR CORE

D e s ig n e d b y

D a t e

US Army Corps of Engineers

S u b m it t e d b y

D e s c r ip t io n D a t e

S y m b o l

A p p r

P lo t s c a le

K A

N S

Y

M

IS

S O

U R I

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

C A m e

D r a w n b y

C h e c k e d b y

Number:

Reference

Sheet

F il e n o

M

IS

S O

U R I

IN

T E

R C

E P

T O

R

T U

R K

E E

K

Kansas City District

SHEET OF 101

C O

N S

T R

U C

T

IO

N A

P P

R O

V

R

O C

T O

B

WALL THICKNESS

POUR FLOWABLE FILL (CLSM).

PROCTOR MAXIMUM DENSITY OR

COMPACTED TO 95% STANDARD

PAVEMENT SUBGRADE TO BE

FOR BACKFILL UNDER PAVEMENT:

RCB PLAN AND PROFILE.

SEE SHEET C-CG205 FOR

WALLS.

LATERALLY 18" MIN. PAST THE

BEDDING MATERIAL SHALL EXTEND

ON SOIL AND 6" ON ROCK.

GRANULAR BEDDING MATERIAL 4"

OF THE RCB TRENCH.

ENCOUNTERED IN EXCAVATION LIMITS

REMOVE HUSHPUCKNEY SHALE THAT IS

MATERIALS.

DENSITY FOR COHESIONLESS

MATERIALS AND 80% RELATIVE

STANDARD PROCTOR FOR COHESIVE

COMPACT BACKFILL TO 95%

(NO SURFACE IMPROVEMENTS):

FOR BACKFILL IN OPEN AREAS

NOT TO SCALE

AND BACKFILL DETAIL

RCB TRENCH EXCAVATION

JOINT SEALANT

JOINTS W/ APPROVED

SEAL ADJUSTMENT RING

(TYP.) SEE NOTE #1

EXTERNAL JOINT SEAL

MASTIC SEALANT (TWO COATS)

MANHOLE WITH APPROVED

SEAL EXTERIOR SURFACE OF

APPROVED JOINT SEALANT

WITH TWO LAYERS OF

SEAL ALL BARREL JOINTS

PER ASTM C-478

16" MIN. REINFORCING TO BE

REQUIRED. SECTION HEIGHT

BARREL SECTIONS AS

V A

R

IE

S

S

O F

IL

E

NOT TO SCALE

EXTERIOR OF STRUCTURE

COLLAR AROUND PIPE ON

AROUND PIPE ALONG WITH

3" NON SHRINK GROUT

FLOW

PIPE CONNECTION DETAIL

SCALE: 1 1/2"=1’

AND SUPPORT OF THE MANHOLE TO BE PLACED ON TOP OF THE RCB.

OF THE RCB SECTIONS SHALL BE DESIGNED TO ACCOMODATE THESE OPENINGS

3. OPENINGS IN TOP OF RCB SHALL BE CAST BY THE FABRICATOR. THE TOPS

SIZING AND SPACING FOR EACH MANHOLE.

2. PRECAST MANUFACTURER TO VERIFY WALL THICKNESS, REINFORCING STEEL

CS-212 OR BIDCO JOINT SEAL "FLAT WRAP" INSTALLED OR APPROVED EQUAL.

1. ALL CONCRETE JOINTS INCLUDING ADJUSTMENT RINGS(S) SHALL HAVE CONSEAL

NOTES:

R

IG

H T

2. FINAL WALL THICKNESS OF RCB TO BE DETERMINED BY THE FABRICATOR

ADEQUATELY REDISTRIBUTE WALL LOADS AROUND THESE FIELD CUT HOLES.

ACCOMODATE ENTRY OF PIPES UP TO 24" DIAMETER. THE RIENFORCING SHALL BE DESIGNED TO

1. THE WALLS OF THE RCB SHALL BE DESIGNED TO ACCOUNT FOR FIELD CUTTING TO

NOTES:

OVERLAY.

COVER FOR STREET

MAX. FOR RESETTING

MIN. 12" MAX. 18"

CONSTRUCTION 4"

REQUIRED FOR NEW

2 ADJUSTMENT RINGS

BY FABRICATOR

RCB OPENING TO BE CAST

OPENING IN TOP OF PRECAST

VARIES

TYPICAL MANHOLE TO RCB CONNECTION DETAIL

HEIGHT

RCB/RCP/MH

A-CG504 A-CG504

RING & LID ASSEMBLY

BOLT-DOWN MANHOLE

SIZING AND SPACING FOR EACH MANHOLE.

1. PRECAST MANUFACTURER TO VERIFY WALL THICKNESS, REINFORCING STEEL

NOTES:

M A

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:1

0 1648

SCALE: ˆ" = 1'-0"

SCALE: ˆ" = 1'-0"

1 OUTLET STRUCTURES FEATURES PLANA

SCALE: 1/4" = 1'-0"

0 412

SCALE: ‚" = 1'-0"

C

D A

V

IS

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H E

M A

IC

C T

IO

N

P L

A N

N E

L

O U

T L

R U

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SHEET NOTES

F

IL

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CHANNEL SLOT SCHEMATIC SECTION

A-CG204 A-SE300

A-SE300A-SE300

N

A-SE300

A

REFER TO SPECIFICATION 31 68 13.

AS A DEMONSTRATION TEST ANCHOR -

(6) ANCHORS IN THIS TYPE "W" SEGMENT

CONTRACTOR SHALL SELECT (1) OF THE 7.

C, E, H, J, R, AND S.

ANCHORED CHANNEL PAVEMENT TYPES

THE CIP OUTLET BOX STRUCTURE AND

FOR SPECIAL ROCK PREPARATION BENEATH

REFER TO SPECIFICATION 03 31 01.00 106.

ACCESS ROAD "B".

ABOVE OUTLET BOX STRUCTURE AT

REFER TO A-SE302 FOR BOLLARDS 5.

DRAWINGS FOR ALL OTHERS.

NEAR OUTLET. REFER TO THE CIVIL

THOSE IRREGULAR PAVEMENT SEGMENTS

STATIONING, OFFSET AND ELEVATION FOR

REFER TO A-SE301 FOR PAVEMENT 4.

UNDER NEW ANCHORED CHANNEL PAVEMENT.

OF EXISTING HUSHPUCKNEY SHALE LAYER

REFER TO C/A-SE315 FOR OVEREXCAVATION3.

PRIOR TO STORAGE.

OPERABILITY OF LIFT ASSIST STRUCTURE

THE CONTRACTOR SHALL DEMONSTRATE

OFFSITE BY OWNER WHEN NOT IN USE.

THE FLAP GATES AND SHALL BE STORED

SHALL BE INSTALLED TO ASSIST IN LIFTING

STRUCTURE (INCLUDED IN THIS CONTRACT)

REMOVEABLE FLAP GATE LIFT ASSIST2.

NOTES AND ABBREVIATIONS.

REFER TO SHEET A-SE100 FOR GENERAL 1.

J .D .B

A M

D E

L E

T

F E

R E

N

M P

O R

A

L K

H E

A R

IF

T E

D e s ig n e d b y

D a t e

US Army Corps of Engineers

S u b m it t e d b y

D e s c r ip t io n D a t e

S y m b o l

A p p r

P lo t s c a le

K A

N S

Y

M

IS

S O

U R I

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

C A m e

D r a w n b y

C h e c k e d b y

Number:

Reference

Sheet

F il e n o

M

IS

S O

U R I

IN

T E

R C

E P

T O

R

T U

R K

E E

K

Kansas City District

SHEET OF 101

C O

N S

T R

U C

T

IO

N A

P P

R O

V

R

N O

V E

M B

L

L

L

L

A

U

V

B

B

B

C

H

S

L

K

F

M

S T

A

TO INSIDE FACE OF WALL

24+57 OFFSET 10' LEFT

C TURKEY CREEK STATION

S T

A

S T

A

+0

G

G

D

L

P

W X

Y

J

N

CONCRETE WALL AT NORTH EMBANKMENT OF

ACCESS ROAD "A"

B

B

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

+8

S T

A +2

STA

+5

L

EMBANKMENT WALL

9'-0" TO INSIDE FACE OF

STATION 0+54.50 OFFSET

C ACCESS ROAD "A"

Q

A

A

T

STA

+4 0.

STA

+7 7.

STA

+9 8.

C

R

R

E

E

NOTE 3

N O

T E

A S E

S E

A

OF WALL

TO INSIDE FACE

OFFSET 10' LEFT

STATION 22+34

C TURKEY CREEK

OF WALL

TO INSIDE FACE

OFFSET 10' RIGHT

STATION 22+34

C TURKEY CREEK

S T

A

+3

C H

A N

N E

C

C S T

A

ELEVATION OF 2'-2" MIN THICK ANCHORED SLOPED

A S E

A S E

PROFILES AND SECTION

REFER TO A-SE320 FOR

LEFT CHANNEL WALL

FOR PARTIAL PLANS & DETAILS

REFER TO A-SE310 THRU A-SE316

ANCHORED CHANNEL PAVEMENT

DETAILS

A-SE316 FOR PARTIAL PLANS AND

TYPE - REFER TO A-SE310 THRU

CHANNEL PAVEMENT DETAIL

LETTER DESIGNATES ANCHORED

TYP, UNO

PER DETAIL 1/A-SE333,

CONTRACTION JOINTS

A-SE300 A-SE321

REFER TO 1/A-SE330 FOR DETAILED EXPANDED

PLANS AND DETAILS

TO A-SE310 THRU A-SE317 FOR PARTIAL

PAVEMENT DETAIL TYPE - REFER

LETTER DESIGNATES ANCHORED

A-SE345 FOR PLANS & DETAILS

GATES. REFER TO A-SE340 THRU

OUTLET STRUCTURE WITH FLAP

CAST-IN-PLACE CONCRETE BOX

REFER TO SHEET NOTE 2

PER SHEET A-SE360 -

LIFT ASSIST STRUCTURE

REMOVEABLE FLAPGATE

DETAILS

A-SE355 FOR PLANS AND

REFER TO A-SE350 THRU

DRILLED SHAFT WALL

A S

E

A S

E

A S

E

A S

E

PAVEMENT PER 1/A-SE323

EXPANSION JOINT IN

PAVEMENT PER 1/A-SE323

EXPANSION JOINT IN

PROFILES AND SECTIONS

REFER TO A-SE320 FOR

RIGHT CHANNEL WALL

NOTE 7

ACCESS ROAD "A".

CONCRETE WALL AT NORTH EMBANKMENT OF

ELEVATION OF 6" THICK ANCHORED SLOPED

REFER TO 2/A-SE330 FOR DETAILED EXPANDED

9'-0" LEFT.

STATION 1+32.11 OFFSET

C ACCESS ROAD "A"

(31st/ROANOKE INTERCEPTOR)

PRECAST BOX CULVERT LINE 1

A

A

A

A

A

A

A

A

Q

A

A

A

A

A

A

A

A

A

U

V

B

B

B

20'-0"

EXISTING SHOTCRETE

SURFACE VARIES

EXISTING CHANNEL

2% SLOPE 2% SLOPE

OF SLOT

TYPICAL EACH SIDE

HUSHPUCKNEY SHALE

VARIES

NEW SLAB

ELEVATION OF

TOP SURFACE

MIN MIN

2'-2"2'-2"

ANCHORS - TYP

SPACING OF

AND A-SE322 FOR

REFER TO A-SE321

CHANNEL WALL

ROCK ANCHORS IN

TYP

DRAINAGE DETAILS FOR WALL

AND FILLING OF VOID, AND

LAYER, SUBSEQUENT SEALING

OF HUSHPUCKNEY SHALE

FOR OVER EXCAVATION

REFER TO A/A-SE320

LOCATIONS

FOR NUMBER AND

SERIES DRAWINGS

REFER TO THE A-SE310

CHANNEL PAVEMENT

ROCK ANCHORS IN

2'-8" MIN

M A

S O

N

S

S

IV

A K

U M

A R

:1

C

D A

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IS

J

B U

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IE

F

IL

E S

P A

R T

IA

A N

S

O F

F S

E V

A T

A T

IO

N

IN

G

A N

C H

O R

A N

N

V E

M E

N T

ANCHORED CHANNEL PAVEMENT STATIONING, OFFSET AND ELEVATION PARTIAL PLAN

SCALE: „" = 1'-0"

0 824

SCALE: „" = 1'-0"

A-SE301

N

A-SE300 A-SE301

A

J .D .B

A M

D E

L E

T

F E

R E

N

M P

O R

A

L K

H E

A D

D e s ig n e d b y

D a t e

US Army Corps of Engineers

S u b m it t e d b y

D e s c r ip t io n D a t e

S y m b o l

A p p r

P lo t s c a le

K A

N S

Y

M

IS

S O

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C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

C A m e

D r a w n b y

C h e c k e d b y

Number:

Reference

Sheet

F il e n o

M

IS

S O

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IN

T E

R C

E P

T O

R

T U

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E E

K

Kansas City District

SHEET OF 101

C O

N S

T R

U C

T

IO

N A

P P

R O

V

R

N O

V E

M B

STA

+9 8.

STA

+5

STA

+4 0.

S T

A +2

S T

A

+0

S T

A

+8

S T

A

S T

A

STA

+7 7.

EL: 733.60

24+80.00, 20.00' LT. (TC)

EL: 733.69

25+00.00, 20.00' LT. (TC)

EL: 733.81

0+33.13, 9.50; LT. (ROAD A)

25+00.00, 34.99' LT. (TC)

EL: 734.17

0+52.35, 10.47' RT. (ROAD A)

25+20.63, 47.39' LT. (TC)

EL: 734.03

25+20.00, 34.79' LT. (TC)

EL: 735.68 BOTTOM

EL: 762.16 TOP

25+41.21, 30.75' LT. (TC)

EL: 740.29 BOTTOM

EL: 762.16' TOP

25+50.72, 30.77' LT. (TC)

EL: 746.00 BOTTOM

EL: 762.16 TOP

25+62.99, 31.48' LT. (TC)

EL: 754.63 BOTTOM

EL: 762.16 TOP

25+84.19, 32.90' LT. (TC)

EL: 745.07 BOTTOM

EL: 746.07 TOP

25+77.85, 13.89' LT. (TC)

EL: 746.13

25+84.18, 14.30' LT.

EL: 745.07

25+77.97, 13.89' RT. (TC)

EL: 732.51

24+63.94, 10.00' LT. (TC)

EL: 733.79

25+20.00, 20.00' LT. (TC)

EL: 732.85

25+32.40, 10.00' LT. (TC)

EL: 732.89 BOTTOM

EL: 733.89 TOP

25+40.27, 10.00' LT. (TC)

EL: 733.85

25+32.32, 19.74' LT. (TC)

EL: 734.05 BOTTOM

EL: 735.05 TOP

25+44.42, 10.46' LT. (TC)

EL: 739.22 BOTTOM

EL: 740.22 TOP

25+59.84, 11.99' LT.

EL: 733.61

24+79.44, 21.03' LT. (TC)

EL: 733.79

0+34.02, 11.97 LT. (ROAD

24+97.99, 36.68' LT (TC)

EL: 735.24 TOP

25+42.52, 20.15' LT. (TC)

EL: 734.17

25+38.60, 34.58' LT. (TC)

EL: 734.17

25+27.07, 53.05' LT. (TC)

EL: 732.74

24+62.94, 12.44' LT. (TC)

EL: 736.12

0+71.41, 9.00' LT. (ROAD A)

25+10.21, 71.06' LT. (TC)

EL: 739.00

0+91.41, 9.00' LT. (ROAD A)

25+16.10, 91.75' LT. (TC)

EL: 742.42

1+11.41, 9.00' LT. (ROAD A)

25+26.31, 109.49' LT. (TC)

EL: 734.67

0+53.75, 9.00' RT (ROAD A)

25+19.75, 49.06' LT. (TC)

M A

S O

N

S

S

IV

A K

U M

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C

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J

B U

S H

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F

IL

E S

SCALE: „" = 1'-0"

0 824

SCALE: „" = 1'-0"

ACCESS ROAD "B" / OUTLET BOX STRUCTURE BOLLARD PLAN

S T

R U

C T

U

L L

A

A N

A C

C E

A D

B

T L

X

SCALE: ƒ" = 1'-0"

A BOLLARD SECTION

0 216

SCALE: ƒ" = 1'-0"

A-SE302

N

A-SE302 A-SE302

A-SE300 A-SE302

A

B

B A S

E

A S

E

A-SE302A-SE302

B ACCESS ROAD GATE

SCALE: NOT TO SCALE

J .D .B

A M

D E

L E

T

F E

R E

N

M P

O R

A

L K

H E

A D

D e s ig n e d b y

D a t e

US Army Corps of Engineers

S u b m it t e d b y

D e s c r ip t io n D a t e

S y m b o l

A p p r

P lo t s c a le

K A

N S

Y

M

IS

S O

U R I

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

C A m e

D r a w n b y

C h e c k e d b y

Number:

Reference

Sheet

F il e n o

M

IS

S O

U R I

IN

T E

R C

E P

T O

R

T U

R K

E E

K

Kansas City District

SHEET OF 101

C O

N S

T R

U C

T

IO

N A

P P

R O

V

R

N O

V E

M B

1'-6"

1'-6"

1'-6"

1'-6"

6'-0"6'-0"8 SPA @ 5'-0" = 40'-0" 6 SPA @ 5'-0" = 30'-0"

5'-0 = 20'-0"

4 SPA @

5'-4" = 64'-0"

12 SPA @

1'-6"

4'-7•" = 18'-6"

4 SPA @

NOTE 1

NOTE 2

NOTE 3

NOTE 2 NOTE 4 NOTE 1

1'-6"

(HIGH SIDE) - TYP, UNO

EL: 762.33

T/ CONC SHAFT CAP

(HIGH SIDE)

EL: 761.34

T/ CONC SHAFT CAP

WALLS

OF DRILLED SHAFT

INTERSECTION OF CL

3'-7"

PROVIDE HEAVY DUTY SNAP HOOK ON SOUTH SIDE OF BOLLARD TO ALLOW CHAIN TO BE DETACHED.4.

PROVIDE HEAVY DUTY SNAP HOOK BOTH SIDES OF BOLLARD TO ALLOW CHAIN TO BE DETACHED.3.

OF CHAIN SHALL BE 25 FEET.

LIMIT SAG BETWEEN ANY TWO ADJACENT BOLLARDS TO LESS THAN 2". MAXIMUM LENGTH OF SINGLE PIECE

BOLTS ON THE BOLLARDS AS SHOWN IN A/SE302, UNO. ALL CHAIN SEGMENTS SHALL BE ADJUSTABLE TO

BE GALVANIZED AND PAINTED SAFETY YELLOW. CHAIN SHALL GENERALLY BE THREADED THROUGH THE EYE

PROVIDE HEAVY DUTY SAFETY CHAIN AS SHOWN. CHAIN SHALL HAVE MINIMUM 1/4" DIA THICK LINKS, SHALL2.

PROVIDE 8" DIA SCHEDULE 80 STEEL PIPE BOLLARD PER A/A-SE302 AT LOCATIONS SHOWN.1.

NOTES FOR 1/A-SE302:

REFER TO CIVIL DRAWINGS

CONCRETE PAVEMENT

ABUTS THE CONCRETE

TO WHERE THE AGGREGATE

OF THE CONCRETE ADJACENT

INSTALLED WITHIN THE LIMITS

ACCESS ROAD GATE TO BE

B/A-SE302.

POSITION. SEE NOTE 5

LOCK GATE IN OPEN

BOLLARD USED TO

LC BOLLARD

WALLS AT CORNERS

TO WALL. SET AT 45° TO

#5 HAIRPIN SET PERPENDICULAR

6'-0"

1'-6"

2'-0"X2'-0" SQUARE

2'-0" DIA OR

3"

MIN

4'-0"

MIN

4'-6"

REFER TO CIVIL DRAWINGS

CONCRETE PAVEMENT

EL: VARIES

PAVEMENT

T/ CONC

5"

3'-8"

AND BE SUPPORTED BY EYE HOOK

SAFETY CHAIN TO PASS THROUGH

AND A 2" INSIDE DIA TO ALLOW

HAVE A MINIMUM 1/2" DIA SHANK

GALVANIZING. EYE BOLT SHALL

TO STEEL PIPE PRIOR TO

HEAVY DUTY EYE BOLT WELDED

FOR JOINT DETAIL

TO CIVIL DRAWINGS

MATERIAL - REFER

EXPANSION JOINT

AND SEALED

3/4" PREMOLDED

CONCRETE WALL

EL: 763'-6" OR 762'-4"

T/ WALL

1'-6"

ETCHED, AND PAINTED SAFETY YELLOW

SHALL BE HOT DIPPED GALVANIZED,

(DOME CONCRETE AT TOP). PIPE

BOLLARD FILLED WITH CONCRETE

8" DIA SCHEDULE 80 STEEL PIPE

6" OR 2'-6"

FILL AROUND STEEL PIPE BOLLARD

NORMAL WEIGHT CONCRETE

ƒ

TUBE STEEL

GATE MANUFACTURED FROM 4"X4"X‚"

ROAD B

L ACCESS

2%

TYP.

3'-0"X3'-0" SQUARE

3' DIA. OR

SEE NOTE 4

4"X4"X‚" PLATE

7'-0" 8'-0"8'-0"

3 SIDES

3"X4"X‚" END PLATE

T E

O P

O S

S

IT

IO

N

IN

S T

A L

L

T A

IN

S T

MIN

4'-0"

MIN

4'-6"

AND ALSO A REPLICATE POST TO LOCK THE GATE IN AN OPEN POSITION.

GATE SYSTEM SHALL HAVE A GATE RETAINING POST AS SHOWN FOR CLOSED POSITION5.

SUPPLIED BY THE CONTRACTOR.

BEING FREELY REMOVED FROM GATE POST. GATE HINGE SHALL BE DETAILED AND

HINGE SHALL BE CONSTRUCTED OF SAME MATERIAL AS GATE AND PREVENT GATE FROM4.

PAINT. MINIMUM SYSTEM DFT: 5.25 MILS.

AND TWO COATS YELLOW EXTERIOR ALKYD, SEMI-GLOSS, MPI GLOSS LEVEL 5 (MPI94)

GATE SHALL BE PAINTED WITH ONE COAT SURFACE TOLERANT METAL PRIMER (MPI23)3.

GATE SHALL BE CONSTRUCTED WITH TYPE ASTM A500, GRADE B, Fy=46ksi.2.

GATE SHALL BE COMPLETELY WELDED AT ALL JOINTS AND SHALL BE WATER TIGHT.1.

NOTES FOR B/A-SE302:

A/A-SE302 UNO

BOLLARD PER

LATCH

FITTED WITH PAD LOCKABLE

BOLLARD PER A/A-SE302

D A

V

IS

P A

R T

A

T A

IL

S

A N

C H

O R

A N

N

V E

M E

N T

S

S

IV

A K

U M

A R

F

IL

E S

:1

0 412

SCALE: ‚" = 1'-0"

SCALE: 1/4" = 1'-0"

SCALE: 1/4" = 1'-0"

SCALE: 1/4" = 1'-0"

SCALE: 1/4" = 1'-0"

ANCHORED CHANNEL PAVEMENT PARTIAL PLAN DETAIL - TYPE Q

ANCHORED CHANNEL PAVEMENT PARTIAL PLAN DETAIL - TYPE M ANCHORED CHANNEL PAVEMENT PARTIAL PLAN DETAIL - TYPE N

SHEET NOTES

C

M A

S O

N

J

B U

S H

IE

A-SE313

N

A-SE313A-SE300A-SE300 A-SE313

A-SE313A-SE300 A-SE300 A-SE313

PAVEMENT SEGMENTS (TYPES A THROUGH Y).

4/A-SE334 FOR ALL ANCHORS IN ALL

PROVIDE ANCHOR CONFINEMENT STEEL PER7.

NOTED OTHERWISE.

SHALL NOT BE LESS THAN 3'-0" UNLESS

SLAB TO THE CENTER OF ANY ANCHOR

THE DISTANCE FROM THE EDGE OF THE6.

TO CIVIL DRAWINGS FOR GRADE CONTOURS.

PAVEMENT MAY BE SLOPED - REFER 5.

PAVEMENT.

CLEAR COVER TO TOP BAR FROM TOP OF

OC EW TOP AND BOTTOM. PROVIDE 6"

AND SHALL BE REINFORCED WITH #8 @ 15"

PAVEMENT SHALL BE 2'-8" THICK MINIMUM 4.

THE PAVEMENT.

MEASURED FROM THE BOTTOM OF

ROCK ANCHORS SHALL BE 20'-0" MIN LONG3.

FOR ROCK ANCHOR DETAILS.

REFER TO SHEET A-SE333 AND A-SE3352.

NOTES AND ABBREVIATIONS.

REFER TO SHEET SE100 FOR GENERAL 1.

ANCHORED CHANNEL PAVEMENT PARTIAL PLAN - TYPE P

A

J .D .B

A M

C L

A R

IF

C H

T E

S

A

A

3'-6"

3'-3"

C CHANNELL

TYP

4'-0"

ABOVE PAVEMENT

EDGE OF WALL

OUTLINE OF INSIDE

S L O P E

CONCRETE SURFACE

TO MATCH EXISTING

SLOPE PAVEMENT

LINE IN PAVEMENT

APPROXIMATE FOLD

AFTER PLACEMENT. SEE SPEC SECTION 03 31 01. 00 10 FOR REQUIREMENTS.

THE TYPE "P" PAVEMENT SECTION SHALL RECEIVE A TEXTURED FINISHNOTE:

(5) TOTAL ANCHORS.

ROCK ANCHOR TYP

A-SE313

A-SE316

SPECIFICATION 31 68 13

ANCHOR - REFER TO

DEMONSTRATION TEST

3'-2" (TYP)

(TYP)

4'-6"

OUTLINE OF INSIDE EDGE OF

WALL ABOVE PAVEMENT

(16) TOTAL ANCHORS

ROCK ANCHOR TYP

JOINT

CONTRACTION

(7) TOTAL ANCHORS.

ROCK ANCHOR TYP

(6) TOTAL ANCHORS.

ROCK ANCHOR TYP

D e s ig n e d b y

D a t e

US Army Corps of Engineers

S u b m it t e d b y

D e s c r ip t io n D a t e

S y m b o l

A p p r

P lo t s c a le

K A

N S

Y

M

IS

S O

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C O

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IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

C A m e

D r a w n b y

C h e c k e d b y

Number:

Reference

Sheet

F il e n o

M

IS

S O

U R I

IN

T E

R C

E P

T O

R

T U

R K

E E

K

Kansas City District

SHEET OF 101

C O

N S

T R

U C

T

IO

N A

P P

R O

V

R

N O

V E

M B

3'-6"

4'-0"

6'=0"

TYP

4'-0"

8'-6"

TYP

4'-0"

6'-0"

6'-0"

3'-6"

3'-0"

3'-0"

10'-6"

8'-2"

3'-6"

3'-0"

3'-0"

3'-8"

SPACES

3 EQUAL

TYP

2'-6"

TYP

3'-6"

3'-6"

3'-3"

TYP

4'-0"

3'-2" (TYP)

EQUAL

EQUAL

TYP

2'-6"

TYP

2'-6"

TYP

2'-6"

3'-8"

D A

V

IS

P A

R T

A

T A

IL

S

A N

C H

O R

A N

N

V E

M E

N T

S

S

IV

A K

U M

A R

F

IL

E S

:1

0 412

SCALE: ‚" = 1'-0"

SCALE: 1/4" = 1'-0"

SCALE: 1/4" = 1'-0"

SCALE: 1/4" = 1'-0"

ANCHORED CHANNEL PAVEMENT PARTIAL PLAN DETAIL - TYPE U

PARTIAL PLAN DETAIL - TYPE R

ANCHORED CHANNEL PAVEMENT

PARTIAL PLAN DETAIL - TYPE S

ANCHORED CHANNEL PAVEMENT

SCALE: 3/4" = 1'-0"

PARTIAL PLAN DETAIL - TYPE T

ANCHORED CHANNEL PAVEMENT

0 216

SCALE: ƒ" = 1'-0"

SCALE: 1/4" = 1'-0"

ANCHORED CHANNEL PAVEMENT PARTIAL PLAN DETAIL - TYPE V

SHEET NOTES

C

M A

S O

N

J

B U

S H

IE

A-SE314

N

A-SE300 A-SE314A-SE314A-SE300

A-SE314A-SE300 A-SE300 A-SE314 A-SE300 A-SE314

PAVEMENT SEGMENTS (TYPES A THROUGH Y).

4/A-SE334 FOR ALL ANCHORS IN ALL

PROVIDE ANCHOR CONFINEMENT STEEL PER7.

NOTED OTHERWISE.

SHALL NOT BE LESS THAN 3'-0" UNLESS

SLAB TO THE CENTER OF ANY ANCHOR

THE DISTANCE FROM THE EDGE OF THE6.

TO CIVIL DRAWINGS FOR GRADE CONTOURS.

PAVEMENT MAY BE SLOPED - REFER 5.

OF PAVEMENT.

CLEAR COVER TO TOP BAR FROM TOP

OC EW TOP AND BOTTOM. PROVIDE 6"

AND SHALL BE REINFORCED WITH #8 @ 15"

PAVEMENT SHALL BE 2'-8" THICK MINIMUM 4.

THE PAVEMENT.

MEASURED FROM THE BOTTOM OF

ROCK ANCHORS SHALL BE 20'-0" MIN LONG3.

FOR ROCK ANCHOR DETAILS.

REFER TO SHEET A-SE333 AND A-SE3352.

NOTES AND ABBREVIATIONS.

REFER TO SHEET SE100 FOR GENERAL 1.

A

J .D .B

A M

C L

A R

IF

C H

T E

S

JOINT

CONTRACTION

EQUAL

EQUAL

(16) TOTAL ANCHORS.

ROCK ANCHOR TYP.

TOTAL DRAINS

B/A-SE323 - (8)

TYP - REFER TO

PAVEMENT DRAIN

1'-1•"

D

D

EQUAL

EQUAL

ROCK ANCHOR

A S

E

A S

E

C CHANNELL

(8) TOTAL ANCHORS

ROCK ANCHOR TYP

JOINT

CONTRACTION

D e s ig n e d b y

D a t e

US Army Corps of Engineers

S u b m it t e d b y

D e s c r ip t io n D a t e

S y m b o l

A p p r

P lo t s c a le

K A

N S

Y

M

IS

S O

U R I

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

C A m e

D r a w n b y

C h e c k e d b y

Number:

Reference

Sheet

F il e n o

M

IS

S O

U R I

IN

T E

R C

E P

T O

R

T U

R K

E E

K

Kansas City District

SHEET OF 101

C O

N S

T R

U C

T

IO

N A

P P

R O

V

R

N O

V E

M B

A

A

EQUAL

EQUAL

EQUAL

2'-6"

6'-0"

(9) TOTAL ANCHORS.

ROCK ANCHOR TYPTOTAL DRAINS

B/A-SE323. (4)

TYP - REFER TO

PAVEMENT DRAIN

A-

SE3

A-

SE3

C CHANNELL

SPECIFICATION 31 68 13

ANCHOR - REFER TO

DEMONSTRATION TEST

(12) TOTAL ANCHORS

ROCK ANCHOR TYP

JOINT

CONTRACTION

2 EQUAL SPACES

EQUAL

EQUAL

EQUAL

EQUAL

EQUAL

EQUAL

EQUAL

EQUAL

TYP

2'-4"

TYP

3'-0"

TYP

2'-4"

TYP

2'-4"

TYP

2'-4"

TYP

3'-0"

TYP

3'-0"

TYP

3'-0"

TYP

2'-6"

TYP

2'-6"

TYP

2'-6"

TYP

2'-6"

2'-6"

4'-0"

2'-6"

2'-6"

2'-6"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

2'-6"

SPACES

3 EQUAL

2'-6"

7'-6"

5'-10"

5'-7"

4'-8"

TYP

2'-6"

TYP

2'-6"

TYP

2'-6"

TYP

3'-6"

TYP

3'-6"

TYP

2'-6"

SHALE LAYER VARIES

OF EXISTING HUSHPUCKNEY

ELEVATION AND THICKNESS

C

D A

V

IS

S

S

IV

A K

U M

A R

F

IL

E S

:1

0 412

SCALE: ‚" = 1'-0"

A

SCALE: 1/4" = 1'-0"

0 421

SCALE: …" = 1'-0"

SECTION AT CENTERLINE OF CHANNEL PAVEMENT NEAR TEMPORARY BULKHEAD

B

SCALE: 3/8" = 1'-0"

S E

C T

IO

N S

A N

C H

O R

A N

N

V E

M E

N T

SECTION AT CENTERLINE OF CHANNEL PAVEMENT NEAR TUNNEL C

SCALE: 3/8" = 1'-0"

SHALE LAYER UNDER ANCHORED CHANNEL PAVEMENT

TYPICAL SECTION FOR OVEREXCAVATION OF HUSHPUCKNEY

C

M A

S O

N

J

B U

S H

IE

A-SE315

A-SE315A-SE300 A-SE315

A-SE300 A-SE315

A

A-SE315

A-SE300

J .D .B

A M

D E

L E

T

F E

R E

N

M P

O R

A

L K

H E

A D

S T

A

.1

S T

A

.1

S T

A

.2

S T

A

.0

S T

A

.9

0.5% SLOPE

EL: 732.68

14.93

% SLOPE

EXISTING BEDROCK

POSSIBLE TOP OF

0.58% SLOPE

.33

SLOPE BEDROCK

TO EXISTING

EXCAVATE DOWN

EL: 744.80 EL: 745.83 EL: 745.91

3'-0"

MIN

SHALE LAYER VARIES

OFEXISTING HUSHPUCKNEY

ELEVATION AND THICKNESS

IN BEDROCK

1'-6" MIN EMBEDMENT

EXISTING BEDROCK

POSSIBLE TOP OF

SOIL

NATIVE UNDISTURBED

FOR CHANNEL FILL MATERIAL

REFER TO CIVIL DRAWING

EXISTING BEDROCK

LONG @ 1'-6" OC

BAR ANCHORS X 1'-6"

W/ •" DIA DEFORMED

L8"X8"X1"XCONT (GALV)

NOTE - ROCK ANCHORS NOT SHOWN FOR CLARITY. ANCHORS SHALL BE SET PERPENDICULAR TO TOP SURFACE OF PAVEMENT.

SUBSEQUENT SEALING

OVEREXCAVATION AND

HUSPUCKNEY SHALE

REFER TO C/A-SE315 FOR

FOR DETAIL

REFER TO C/A-CG503

IN EXCAVATION CUT -

NEW RIP RAP FILL

EXCAVATE EXISTING HUSHPUCKNEY SHALE

EXISTING BEDROCK

CHANNEL PAVEMENT

NEW ANCHORED

(f'c = 2000 psi, MIN)

LAYER AND REPLACE WITH LEAN CONCRETE

MINIMUM ON ALL EDGES

SEALANT SHALL LAP THE EXISTING BEDROCK 1'-0"

WILL REMAIN EXPOSED FOR MORE THAN 12 HOURS.

REQUIREMENTS IF SURFACE OF EXCAVATED LAYER

SHALE LAYER PER SPECIFICATION 35 41 00

SEAL ENTIRE SURFACE OF EXISTING HUSHPUCKNEY

SEE SPECIFICATION 35 41 00 FOR REQUIREMENTS

EXCAVATION. FILL VOID CREATED WITH GEOFOAM -

AND A MINIMUM OF 1'-0" BEYOND NEW ROCK FACE

FULL HEIGHT OF LAYER, FULL LENGTH OF LAYER

EXCAVATE EXISTING HUSH PUCKNEY SHALE LAYER

S T

A

T

A

CONCRETE AT C OF CHANNEL

TOP SURFACE OF EXISTING

CHANNEL

CONCRETE AT EDGES OF

TOP SURFACE OF EXISTING

EXISTING CONCRETE SURFACE

PAVEMENT SHALL MATCH

SURFACE OF NEW CHANNEL

OF CHANNEL

EDGES OF CHANNEL TO C

CONCRETE SURFACE FROM

EXISTING SLOPE OF EXISTING

L

L

PAVEMENT

FOR NEW CHANNEL

CONCRETE AND ROCK

EXCAVATE EXISTING

LAT C OF CHANNEL

CONCRETE SURFACE

TO MATCH EXISTING

CHANNEL PAVEMENT

SLOPE OF NEW

INCREASE DOWNWARD

EXISTING CONCRETE

TO ‚" AMPLITUDE

ROUGHEN SURFACE

CONCRETE THEN

SAW CUT EXISTING

CHANNEL

OF CHANNEL TO C OF

PAVEMENT FROM EDGES

SLOPE NEW CHANNEL

L

EXISTING BEDROCK

NOTE - ROCK ANCHORS NOT SHOWN FOR CLARITY.

CHANNEL

TOP SURFACE AT EDGES OF

OUTLINE OF EXISTING CONCRETE

TOP SURFACE AT C OF CHANNEL

OUTLINE OF EXISTING CONCRETE

L

PAVEMENT = 0.5%

SLOPE OF NEW CHANNEL

6"

EQUAL)

SYSTEM (OR APPROVED

W/ HILTI-RE-500SD

EXISTING CONCRETE

1'-0" MIN INTO

DRILLED & EPOXIED

LONG AT 12" OC

#6 DOWELS X 3'-0"

A-SE313

REFER TO

TYPE "Q" -

PAVEMENT

NEW CHANNEL

D e s ig n e d b y

D a t e

US Army Corps of Engineers

S u b m it t e d b y

D e s c r ip t io n D a t e

S y m b o l

A p p r

P lo t s c a le

K A

N S

Y

M

IS

S O

U R I

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

C A m e

D r a w n b y

C h e c k e d b y

Number:

Reference

Sheet

F il e n o

M

IS

S O

U R I

IN

T E

R C

E P

T O

R

T U

R K

E E

K

Kansas City District

SHEET OF 101

C O

N S

T R

U C

T

IO

N A

P P

R O

V

R

N O

V E

M B

D A

V

IS

S

S

IV

A K

U M

A R

F

IL

E S

:1

0 216

SCALE: ƒ" = 1'-0"

A

SCALE: 3/4" = 1'-0"

SECTION B

SCALE: 3/4" = 1'-0"

SECTION

C

SCALE: 3/8" = 1'-0"

SECTION

0 421

SCALE: …" = 1'-0"

S E

C T

IO

N S

A N

C H

O R

A N

N

V E

M E

SCALE: 3/4" = 1'-0"

SECTION

C

M A

S O

N

J

B U

S H

IE

A-SE316

A-SE316

A-SE340

A-SE313 A-SE316

A-SE316A-SE316

A-SE311

A-SE351

A-SE300

A-SE330

A-SE314

A

J .D .B

A M

D E

L E

T

F E

R E

N

M P

O R

A

L K

H E

A D

EL: VARIES

PAVEMENT

T/ ANCHORED

EL: VARIES

T/ CONC WALL

1" CHAMFER

OF WALL

(SLOPED) AT TOP

(2)-#6 CONTINUOUS

OC EF

#6 HORIZ @ 12"

OC EF

#6 DOWELS @ 12"

EXISTING BEDROCK

2'-0"

CLR

6" EL: VARIES

T/ CONC PAVEMENT

FOR JOINT DETAIL

REFER TO CIVIL DRAWINGS

CIVIL DRAWINGS

FILL - REFER TO

REFER TO CIVIL DRAWINGS

CONCRETE PAVEMENT

2'-0"

EL: VARIES

B/ ANCHORED PAVEMENT

T/ EXISTING BEDROCK /

EL: VARIES

T/ ANCHORED PAVEMENT

VARIES

EXISTING BEDROCK

#6 HORIZ @ 12" OC EF

#6 DOWELS @ 12" OC EF

6" CLR TYP @ WALL

MIN

TO ‚" AMPLITUDE

ROUGHEN SURFACE

PROVIDE 6" CHAMFER

MIN

1'-0"

SLOPE 1"

WALL PER 3/A-SE322

OF T/ CHANNEL

MATCH ELEVATION

NORTH END SHALL

EL: VARIES

T/ CONC WALL

SURFACE BACK TO THE ORIGINAL CONDITION.

AREA WITH NEW SHOTCRETE TO BRING THE EXISTING CONCRETE

SURFACE, REPAIR THE DAMAGED EXISTING CONCRETE SURFACE

OF NEW WORK CREATES DAMAGE TO THE EXISTING CONCRETE

EXISTING CONCRETE FASCIA - NOTE, WHERE INSTALLATION

TYPE "J"

ANCHORED PAVEMENT

EXISTING BEDROCK

VARIES 14'-0"

REINFORCING

A/SE351 FOR

REFER TO

12" OC

BARS @

#7 BENT

(TYP)

SHAFT CAP

DRILLED

6" CLR @

EL: VARIES

PAVEMENT

CAP & ANCHORED

T/ DRILLED SHAFT

LONG @ 1'-6" OC

BAR ANCHORS X 1'-6"

WITH •" DIA DEFORMED

L8"X8"X1" CONT (GALV)

3"X2'-0" CONT KEY

1'-0"

6'-0"

TO PAVEMENT TOP SURFACE

ARE INSTALLED PERPENDICULAR

ANCHORED PAVEMENT TYPES

NOTE - ROCK ANCHORS IN ALL

#8 @ 12" 0C psi MIN)

(f'c = 2000

FILL

CONCRETE

LEAN

72" DIA DRILLED SHAFT - REFER TO A-SE352 FOR REINFORCING

DRILLED SHAFT

FOR DOWELS IN

REFER TO A-SE352

TO B/A-CG502 FOR DETAIL

NEW RIP RAP FILL - REFER

EF, TYP

#7 @ 12" OC

X 2'-0" HIGH, TYP

#7 U-BARS

(5)- #7, TYP

EL: VARIES

PAVEMENT

T/ ANCHORED

MIN

2'-8"

VARIES

@ 12" OC

#6 DOWELSEXISTING BEDROCK

#5 @ 12" OC EW

TO 1/4" AMPLITUDE

ROUGHEN SURFACE

LAYER

HUSHPUCKNEY SHALE

SEALING OF EXISTING

EXCAVATION AND

A/A-SE331 FOR OVER

NOTE - REFER TO

PER 1/A-SE333

CONTRACTION JOINT

D e s ig n e d b y

D a t e

US Army Corps of Engineers

S u b m it t e d b y

D e s c r ip t io n D a t e

S y m b o l

A p p r

P lo t s c a le

K A

N S

Y

M

IS

S O

U R I

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

C A m e

D r a w n b y

C h e c k e d b y

Number:

Reference

Sheet

F il e n o

M

IS

S O

U R I

IN

T E

R C

E P

T O

R

T U

R K

E E

K

Kansas City District

SHEET OF 101

C O

N S

T R

U C

T

IO

N A

P P

R O

V

R

N O

V E

M B

0 216

SCALE: �" = 1’-0"

SCALE: 3" = 1’-0"

SCALE: 3/4" = 1’-0"

A

SCALE: 3" = 1’-0"

B

SCALE: 3" = 1’-0"

C

D A

V

IS

S

S

IV

A K

U M

A R

:1

M I_

A

S E

.d g n

A-SE335

A-SE335

A-SE335 A-SE335

A-SE335 A-SE335

IN ANCHOR BONDED LENGTH

TYPICAL ROCK ANCHOR SECTION

IN ANCHOR DEBONDED LENGTH

TYPICAL ROCK ANCHOR SECTION

J

B U

S H

IE

K

O L

S O

N T

Y P

IC

C H

T A

IL

S

A N

C H

O R

W

V E

M E

N T

A

C, E, H, J, P, W, X AND Y AND ALL ANCHORED WALLS

TYPICAL ROCK ANCHOR DETAIL FOR PAVEMENT TYPES

A-SE331

A-SE330

A-SE322

A-SE321

A-SE320

A-SE317

A-SE313

THRU

A-SE310

MAX

5"

B

B

A

A

BOTTOM OF ANCHOR

BEDROCK

THICK ASTM A108

"32

15HEX NUTS 2

" THICK4

1JAM NUT ASTM A108, 1

TOP OF CONCRETE

" THICK4

1A108, 1

JAM NUT ASTM

STRESSING LENGTH)

LENGTH (FREE

ANCHOR DEBONDED

31 68 13

DRILLED HOLE, SEE SPECIFICATION

REFER TO 5/A-SE333

BEARING PLATE

A-SE335A-SE335

A-SE335 A-SE335

BOTTOM OF BEARING PLATE

NO. 11 GRADE 75 EPOXY COATED ANCHORS

WASHERS ASTM F436, �" THICK, 3" OUTSIDE DIAMETER

CONCRETE TO BOTTOM OF HOLE

GROUT FILL FROM BOTTOM OF

2’-0"

RAMP WALLS)

10" (CHANNEL &

PAVEMENT)

1’-0" (CHANNEL

GROUT FILLED ENCAPSULATION

2’-8" MIN (PAVEMENT)

2’-2" MIN (WALL)

INTERFACE

CONCRETE / BEDROCK

ANCHOR

FULL HEIGHT OF

ENCAPSULATION

WITH MANUFACTURER

4 1/2" MIN - COORDINATE

END CAP

ANCHORED WALLS

C AND E. 17’ MIN FOR

FOR PAVEMENT TYPES

PAVEMENT EXCEPT 28’

18’ MIN FOR ANCHORED

NUTS AND WASHERS SHALL BE HOT-DIPPED GALVANIZED.5.

MINIMUM TEST LOAD IS 92 KIPS, MAXIMUM TEST LOAD IS 100 KIPS.4.

ANCHOR CONFINEMENT STEEL PER 2, 3 AND 4/A-SE334 NOT SHOWN FOR CLARITY.3.

INSTALLATION REQUIREMENTS.

REFER TO SPECIFICATION 31 68 13 FOR ANCHOR, GROUT, ENCAPSULATION, CENTRALIZERS AND OTHER ROCK ANCHOR 2.

ANCHORS SHALL BE PERPENDICULAR – 3°TO CONCRETE SURFACE IN CHANNEL PAVEMENT AND ANCHORED WALLS.1.

NOTES:

CENTRALIZER, TYP

ANCHOR

LENGTH

ENCAPSULATION IN DEBONDED

DEBONDING SHEATH OVER

ANCHOR

ANCHOR

GROUT FILL

SHEATH

ENCAPSULATION

WITH MANUFACTURER

HOLE - COORDINATE

4 1/2" MINIMUM DRILL

CONCRETE

PAVEMENT

WALL OR

ENCAPSULATION

(BOND BREAKER) OVER

DEBONDING SHEATH

IN ANCHOR DEBONDED LENGTH

GROUT FILLED ENCAPSULATION

NOTE - ANCHORS SHALL BE DEBONDED TO THE EXTENT SHOWN IN 1/A-SE335.

BONDED LENGTH

IN ANCHOR

ENCAPSULATION

GROUT FILLED

D e s ig n e d b y

D a t e

US Army Corps of Engineers

S u b m it t e d b y

D e s c r ip t io n D a t e

S y m b o l

A p p r

P lo t s c a le

K A

N S

Y

M

IS

S O

U R I

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

C A m e

D r a w n b y

C h e c k e d b y

Number:

Reference

Sheet

F il e n o

M

IS

S O

U R I

IN

T E

R C

E P

T O

R

T U

R K

E E

K

Kansas City District

SHEET OF 101

C O

N S

T R

U C

T

IO

N A

P P

R O

V

R

N O

V E

M B

J .D .B

A M

C L

A R

IF

P L

IC

A B

IL

T

IL

V E

M E

P

X

EL: 750.0

EL: 740.0

SHALE = EL: 736.0

ASSUMED TOP OF HUSHPUCKNEY

SHALE = EL: 733.0

OF HUSHPUCKNEY

ASSUMED BOTTOM

EL: 730.0

EL: 734.0

HUSHPUCKNEY SHALE

ASSUMED BOTTOM OF

EL: 739.0

AND HUSHPUCKNEY SHALE

ASSUMED TOP OF ROCK

EL: 753.0

CHANNEL SIDE

B/ SHOTCRETE FACIA AT

IN CHANNEL

SHAFT CAP

IN CHANNEL. EL: 758.75

CENTERED ON SHAFT CAP

T/ (3) DRILLED SHAFTS

EL: 760.25 (HIGH SIDE)

T/ CONC SHAFT WALL CAP

EL: 760.0, UNO

T/ DRILLED CONC SHAFTS

EL: 726.0

B/ DRILLED SHAFTS

EL: 710.0

B/ DRILLED SHAFTS

EL: 762.33 (HIGH SIDE)

T/CONC FOR SHAFT WALL CAP

K

O L

S O

N

S

S

IV

A K

U M

A R

:1

0 842 124

SCALE: ‰" = 1'-0"

SCALE: ‰" = 1'-0"

A

SE350 SE350

F