7
SEDGWICK COUNTY, KANSAS GENERAL NOTES 2 GENERAL NOTES Project Survey Control & Datum Benchmark PROJECT BENCHMARKS is the Contractor's responsibility. call 1-800-344-7233. Verification of utilities For actual field locations of underground utilities, verified in the field at the time of construction. their lessors, are approximate and should be Underground locations shown, as furnished by Visual indications of utilities are as shown. Utility Notes: UTILITIES C A L L B E F O R E Y O U D I G U T I L I T I E S O N E C A L L S Y S T E M S 2 Horizontal - Kansas State Plane Coordinates - South Zone - (CAF: 0.999910401) Sta. 4730+66.85, 72.50' Lt. ELEV. = 1273.61 Large BM #103 - Cut "ç" N. Side North Leg Sta. 4749+39.54 R2, 2.53' Rt. ELEV. = 1284.45 Arkansas River BM #7-8 - KTA Brass Mon. West End Bridge Over REFER TO THE KTA. APPOINTED REPRESENTATIVE OF THE KTA ON THE SITE. THE TERM "OWNER" WHERE USED IN THE SPECIFICATIONS SHALL WHERE REFERENCED SHALL REFER TO THE KTA. THE TERM "ENGINEER" WHERE REFERENCED SHALL REFER TO THE EXCEPT WHERE SUPERCEDED BY THE PROJECT SPECIAL PROVISIONS IN THE BID PACKAGE, OR BY THE PLANS. KDOT ALL WORK SHALL BE DONE IN ACCORDANCE TO THE 2015 KDOT SPECIFICATIONS AND CURRENT KDOT SPECIAL PROVISIONS, IS INCLUDED IN THE COMMON EXCAVATION AND COMPACTION OF EARTHWORK QUANTITIES. REUSED AS THE TOP 6" OF FILL IN THE FINAL BUILD OUT. EXCAVATION REQUIRED FOR PLACING TOPSOIL EXISTING 6" OF TOPSOIL IN BOTH TEMPORARY AND PERMANENT LOCATIONS SHALL BE REMOVED, STOCKPILED AND PAVEMENT AND PROPOSED PAVEMENT ARE FROM EXISTING GROUND TO PROPOSED GRADES; AREAS MAY OVERLAP. THE FILL MAY BE REUSED IN PROPOSED EMBANKMENTS. EARTHWORK QUANTITIES SHOWN FOR TEMPORARY TEMPORARY PAVEMENT AND GRADING SHALL BE FULLY REMOVED AND REPLACED, EXCEPT IN LOCATIONS WHERE SLOPES. NO EXTRA PAYMENT WILL BE MADE FOR THIS WORK. THE CONTRACTOR SHALL ACCOUNT FOR GRADE ADJUSTMENTS OF INLETS TO FIT EXISTING GROUND THEMSELVES. TEMPORARY PAVEMENT REQUIRED FOR TEMPORARY BARRIER PLACEMENT SHALL BE SUBSIDIARY TO BARRIERS KTA MAINTENANCE YARD AT 9401 E. KELLOG AVE., WICHITA, KS. THE ITEMS THE CONTRACTOR IS TO SALVAGE SHALL BE REMOVED IN SALVAGEABLE CONDITION AND TO THE BY THE KTA. THE OTHERS SHALL BECOME THE PROPERTY OF THE CONTRACTOR. THAT SHALL REMAIN THE PROPERTY OF THE KTA AND SHALL BE STOCKPILED ON THE PROJECT SITE FOR REMOVAL THE CONTRACTOR. THE ENGINEER WILL DESIGNATE WHICH EXISTING SIGNS, DELINEATORS, AND OBJECT MARKERS EXISTING ROADWAY MATERIALS, PIPE, AND HARDWARE THAT IS REMOVED SHALL BECOME THE PROPERTY OF IN THE FIELD AT THE TIME OF CONSTRUCTION. VERIFICATION OF UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY. UNDERGROUND UTILITY LINES. VISUAL INDICATIONS OF THE UTILITIES ARE APPROXIMATE, AND SHOULD BE VERIFIED UTILITY COMPANIES PRIOR TO EXCAVATION OR WORKING ADJACENT TO UTILITIES, FOR FIELD LOCATION OF ALL THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A MINIMUM ADVANCE NOTICE OF TWO BUSINESS DAYS TO THE CONTRACTOR UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER. PIPES THAT ARE NOT CONFLICTING WITH NEW CONSTRUCTION, SHALL BE REMOVED AND BECOME THE PROPERTY OF BE PAID FOR DIRECTLY, BUT SHALL BE SUBSIDIARY TO OTHER ITEMS OF THE CONTRACT. EXISTING STORM WATER ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO MAKE CONNECTIONS TO EXISTING PIPE SHALL NOT SUBSIDIARY TO OTHER ITEMS OF THE CONTRACT. ALL SAWCUTS SHALL BE FULL-DEPTH AND SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED TO OTHER TERMS OF THE CONTRACT. ACCORDANCE WITH STATE LAWS. THIS WORK WILL NOT BE PAID FOR DIRECTLY, BUT SHALL BE SUBSIDIARY BY CONSTRUCTION OPERATION. SUCH IRONS SHALL BE RE-ESTABLISHED BY A LICENSED LAND SURVEYOR IN ON THE PROJECT. THE CONTRACTOR WILL BE REQUIRED TO RE-ESTABLISH ANY PROPERTY IRONS DISTURBED THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ALL PROPERTY IRONS AND SECTION CORNERS OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION) SUBJECT TO THE ENGINEERS APPROVAL. THE CONTRACTOR SHALL ERECT AND MAINTAIN TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE MANUAL UNLESS DIRECTED BY THE ENGINEER TO BE REMOVED. BETWEEN THE CONSTRUCTION LIMITS AND THE RIGHT-OF-WAY LINE OR EASEMENT LINE SHALL BE SPARED ALL TREES, HEDGE ROWS, SHELTER BELTS, AND WOODY SHRUBS NOT SHOWN TO BE REMOVED AND LOCATED THAT, IN THE OPINION OF THE ENGINEER, WILL LEAVE AN UNSIGHTLY APPEARANCE WILL NOT BE APPROVED. SITES SHALL BE APPROVED BY THE ENGINEER AS TO SUITABILITY, APPEARANCE, AND SITE LOCATION. LOCATIONS EXCAVATION SHOWN TO BE WASTED SHALL BE WASTED ON SITES PROVIDED BY THE CONTRACTOR. THESE IN THE EXCAVATION QUANTITIES. QUANTITIES ARE SUBSIDIARY TO OTHER EARTHWORK ITEMS. MATERIAL FOR THE EMBANKMENT IS INCLUDED EMBANKMENT QUANTITIES FOR INITIAL CONSOLIDATION AND SETTLEMENT SHOWN IN THE EARTHWORK ARE TO BE DAMAGED OR REMOVED EXCEPT THOSE THAT ARE NOTED ON THE PLANS. A CONDITION AS GOOD OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. NO TREES OR IMPROVEMENTS ALL AREAS DISTURBED ARE TO BE RESTORED BY REPLACEMENT OF GRASS OR PAVEMENT TO [email protected] 316-261-6315 316-706-6702 Wichita, KS 67214 1900 E. Central Ave. Shane Price Westar Energy (Distribution) [email protected] 800-521-0579 404-396-9726 Kansas City, MO 64120 7062 Universal Ave. McCoy Ingalls Ericsson/Sprint [email protected] 620-584-8381 Darren Wesbrooks Southern Kansas Telephone [email protected] 316-347-6727 Wichita, KS 67027 9401 E. Kellogg Ave. Chris Hulett Kansas Turnpike Authority Ponca City, OK 74062-1267 3301 Refining Bldg. P.O. Box 1267 Phillips 66 Company [email protected] 580-622-3837 73086 Sulphur, OK 124 West Vinita Ave. Cindy Wilson Indian Nations FIBO, [email protected] 316-268-2008 Wichita, KS 67202 154 N. Broadway, Rm 210 Edwards Jason AT&T VICINITY OF THE LINE AND TO PROTECT THE LINE FROM DAMAGE. SERVICE. THE CONTRACTOR SHALL EMPLOY CAUTION, PROTECTION AND PROCEDURES REQUIRED TO WORK SAFELY IN THE CONTRACTOR SHALL COMPLETE THE PROJECT WHILE THE FUEL LINE REMAINS ATTACHED TO THE BRIDGE AND IN A JET FUEL LINE RESIDES WITHIN THE CONSTRUCTION LIMITS AND IS ATTACHED TO THE NORTHBOUND BRIDGE. THE UTILITIES UNTIL ALL SUCH UTILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. UTILITIES WHETHER INDICATED OR NOT. NO EXCAVATION SHALL BE PERMITTED IN THE AREA OF UNDERGROUND THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE UTILITY OWNER TO LOCATE AND FLAG ALL UNDERGROUND THE LOCATION OF ALL UNDERGROUND UTILITIES MAY VARY FROM WHAT IS INDICATED IN THESE PLANS. IT SHALL BE 2 2 2 resides..." notes. of underground utilities..." and "A jet fuel line 11/11/15 Revised General Notes - Added "The location Revised Plans 2016 113 Sh. No. G:\ K C12 \ 0021 \ Ro a d \ dgn \ G- GE N- 001 . dgn F il e : Dr a wn B y : GW NEL S ON P l o tt e d : 11 / 11 / 2015 STATE KANSAS YEAR PROJECT N0. SHEETS TOTAL SHEET NO. RE F E RE NCE S NOTE D RE F E RE NCE S CHE CKE D BY DATE R. MORTON A. ME YE R 3 /2013 3 /2013 KANSAS TURNPIKE AUTHORITY 5739

GENERAL NOTES SEDGWICK COUNTY, KANSAS · sedgwick county, kansas general notes 2 general notes project survey control & datum benchmark project benchmarks ... quantities are subsidiary

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SEDGWICK COUNTY, KANSAS

GENERAL NOTES

2

GENERAL NOTES

Project Survey Control & Datum Benchmark

PROJECT BENCHMARKS

is the Contractor's responsibility.

call 1-800-344-7233. Verification of utilities

For actual field locations of underground utilities,

verified in the field at the time of construction.

their lessors, are approximate and should be

Underground locations shown, as furnished by

Visual indications of utilities are as shown.

Utility Notes:

UTILITIES

CA

LL

BEFORE YOU

DI

G

UTILIT

IES

ONECALLS

YSTE

MS

2

Horizontal - Kansas State Plane Coordinates - South Zone - (CAF: 0.999910401)

Sta. 4730+66.85, 72.50' Lt.

ELEV. = 1273.61

Large

BM #103 - Cut "ç" N. Side North Leg

Sta. 4749+39.54 R2, 2.53' Rt.

ELEV. = 1284.45

Arkansas River

BM #7-8 - KTA Brass Mon. West End Bridge Over

REFER TO THE KTA.

APPOINTED REPRESENTATIVE OF THE KTA ON THE SITE. THE TERM "OWNER" WHERE USED IN THE SPECIFICATIONS SHALL

WHERE REFERENCED SHALL REFER TO THE KTA. THE TERM "ENGINEER" WHERE REFERENCED SHALL REFER TO THE

EXCEPT WHERE SUPERCEDED BY THE PROJECT SPECIAL PROVISIONS IN THE BID PACKAGE, OR BY THE PLANS. KDOT

ALL WORK SHALL BE DONE IN ACCORDANCE TO THE 2015 KDOT SPECIFICATIONS AND CURRENT KDOT SPECIAL PROVISIONS,

IS INCLUDED IN THE COMMON EXCAVATION AND COMPACTION OF EARTHWORK QUANTITIES.

REUSED AS THE TOP 6" OF FILL IN THE FINAL BUILD OUT. EXCAVATION REQUIRED FOR PLACING TOPSOIL

EXISTING 6" OF TOPSOIL IN BOTH TEMPORARY AND PERMANENT LOCATIONS SHALL BE REMOVED, STOCKPILED AND

PAVEMENT AND PROPOSED PAVEMENT ARE FROM EXISTING GROUND TO PROPOSED GRADES; AREAS MAY OVERLAP.

THE FILL MAY BE REUSED IN PROPOSED EMBANKMENTS. EARTHWORK QUANTITIES SHOWN FOR TEMPORARY

TEMPORARY PAVEMENT AND GRADING SHALL BE FULLY REMOVED AND REPLACED, EXCEPT IN LOCATIONS WHERE

SLOPES. NO EXTRA PAYMENT WILL BE MADE FOR THIS WORK.

THE CONTRACTOR SHALL ACCOUNT FOR GRADE ADJUSTMENTS OF INLETS TO FIT EXISTING GROUND

THEMSELVES.

TEMPORARY PAVEMENT REQUIRED FOR TEMPORARY BARRIER PLACEMENT SHALL BE SUBSIDIARY TO BARRIERS

KTA MAINTENANCE YARD AT 9401 E. KELLOG AVE., WICHITA, KS.

THE ITEMS THE CONTRACTOR IS TO SALVAGE SHALL BE REMOVED IN SALVAGEABLE CONDITION AND TO THE

BY THE KTA. THE OTHERS SHALL BECOME THE PROPERTY OF THE CONTRACTOR.

THAT SHALL REMAIN THE PROPERTY OF THE KTA AND SHALL BE STOCKPILED ON THE PROJECT SITE FOR REMOVAL

THE CONTRACTOR. THE ENGINEER WILL DESIGNATE WHICH EXISTING SIGNS, DELINEATORS, AND OBJECT MARKERS

EXISTING ROADWAY MATERIALS, PIPE, AND HARDWARE THAT IS REMOVED SHALL BECOME THE PROPERTY OF

IN THE FIELD AT THE TIME OF CONSTRUCTION. VERIFICATION OF UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY.

UNDERGROUND UTILITY LINES. VISUAL INDICATIONS OF THE UTILITIES ARE APPROXIMATE, AND SHOULD BE VERIFIED

UTILITY COMPANIES PRIOR TO EXCAVATION OR WORKING ADJACENT TO UTILITIES, FOR FIELD LOCATION OF ALL

THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A MINIMUM ADVANCE NOTICE OF TWO BUSINESS DAYS TO

THE CONTRACTOR UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER.

PIPES THAT ARE NOT CONFLICTING WITH NEW CONSTRUCTION, SHALL BE REMOVED AND BECOME THE PROPERTY OF

BE PAID FOR DIRECTLY, BUT SHALL BE SUBSIDIARY TO OTHER ITEMS OF THE CONTRACT. EXISTING STORM WATER

ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO MAKE CONNECTIONS TO EXISTING PIPE SHALL NOT

SUBSIDIARY TO OTHER ITEMS OF THE CONTRACT.

ALL SAWCUTS SHALL BE FULL-DEPTH AND SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED

TO OTHER TERMS OF THE CONTRACT.

ACCORDANCE WITH STATE LAWS. THIS WORK WILL NOT BE PAID FOR DIRECTLY, BUT SHALL BE SUBSIDIARY

BY CONSTRUCTION OPERATION. SUCH IRONS SHALL BE RE-ESTABLISHED BY A LICENSED LAND SURVEYOR IN

ON THE PROJECT. THE CONTRACTOR WILL BE REQUIRED TO RE-ESTABLISH ANY PROPERTY IRONS DISTURBED

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ALL PROPERTY IRONS AND SECTION CORNERS

OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION) SUBJECT TO THE ENGINEERS APPROVAL.

THE CONTRACTOR SHALL ERECT AND MAINTAIN TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE MANUAL

UNLESS DIRECTED BY THE ENGINEER TO BE REMOVED.

BETWEEN THE CONSTRUCTION LIMITS AND THE RIGHT-OF-WAY LINE OR EASEMENT LINE SHALL BE SPARED

ALL TREES, HEDGE ROWS, SHELTER BELTS, AND WOODY SHRUBS NOT SHOWN TO BE REMOVED AND LOCATED

THAT, IN THE OPINION OF THE ENGINEER, WILL LEAVE AN UNSIGHTLY APPEARANCE WILL NOT BE APPROVED.

SITES SHALL BE APPROVED BY THE ENGINEER AS TO SUITABILITY, APPEARANCE, AND SITE LOCATION. LOCATIONS

EXCAVATION SHOWN TO BE WASTED SHALL BE WASTED ON SITES PROVIDED BY THE CONTRACTOR. THESE

IN THE EXCAVATION QUANTITIES.

QUANTITIES ARE SUBSIDIARY TO OTHER EARTHWORK ITEMS. MATERIAL FOR THE EMBANKMENT IS INCLUDED

EMBANKMENT QUANTITIES FOR INITIAL CONSOLIDATION AND SETTLEMENT SHOWN IN THE EARTHWORK

ARE TO BE DAMAGED OR REMOVED EXCEPT THOSE THAT ARE NOTED ON THE PLANS.

A CONDITION AS GOOD OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. NO TREES OR IMPROVEMENTS

ALL AREAS DISTURBED ARE TO BE RESTORED BY REPLACEMENT OF GRASS OR PAVEMENT TO

[email protected]

316-261-6315 316-706-6702

Wichita, KS 67214

1900 E. Central Ave.

Shane Price

Westar Energy (Distribution)

[email protected]

800-521-0579 404-396-9726

Kansas City, MO 64120

7062 Universal Ave.

McCoy Ingalls

Ericsson/Sprint

[email protected]

620-584-8381

Darren Wesbrooks

Southern Kansas Telephone

[email protected]

316-347-6727

Wichita, KS 67027

9401 E. Kellogg Ave.

Chris Hulett

Kansas Turnpike Authority

Ponca City, OK 74062-1267

3301 Refining Bldg.

P.O. Box 1267

Phillips 66 Company

[email protected]

580-622-3837

73086Sulphur, OK

124 West Vinita Ave.

Cindy Wilson

Indian Nations FIBO,

[email protected]

316-268-2008

Wichita, KS 67202

154 N. Broadway, Rm 210

EdwardsJason

AT&T

VICINITY OF THE LINE AND TO PROTECT THE LINE FROM DAMAGE.

SERVICE. THE CONTRACTOR SHALL EMPLOY CAUTION, PROTECTION AND PROCEDURES REQUIRED TO WORK SAFELY IN THE

CONTRACTOR SHALL COMPLETE THE PROJECT WHILE THE FUEL LINE REMAINS ATTACHED TO THE BRIDGE AND IN

A JET FUEL LINE RESIDES WITHIN THE CONSTRUCTION LIMITS AND IS ATTACHED TO THE NORTHBOUND BRIDGE. THE

UTILITIES UNTIL ALL SUCH UTILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES.

UTILITIES WHETHER INDICATED OR NOT. NO EXCAVATION SHALL BE PERMITTED IN THE AREA OF UNDERGROUND

THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE UTILITY OWNER TO LOCATE AND FLAG ALL UNDERGROUND

THE LOCATION OF ALL UNDERGROUND UTILITIES MAY VARY FROM WHAT IS INDICATED IN THESE PLANS. IT SHALL BE 2

2

2

resides..." notes.

of underground utilities..." and "A jet fuel line

11/11/15 Revised General Notes - Added "The location

Revised Plans

2016 113

Sh. No.

G:\

KC12\0

021\R

oad\d

gn\G-G

EN-0

01.d

gn

File :

Dra

wn B

y :

GW

NE

LS

ON

Plotted :11/1

1/2

015

STATE

KANSAS

YEARPROJECT N0.SHEETS

TOTALSHEET NO.

RE

FE

RE

NC

ES

NO

TE

D

RE

FE

RE

NC

ES

CH

EC

KE

D

BY

DA

TE

R.

MO

RT

ON

A.

ME

YE

R

3/2013

3/2013

KANSAS TURNPIKE AUTHORITY

5739

AJD

INDEX OF BRIDGE DRAWINGS

Sheet No.

|tem

Location

Total

(Grade 60)

Reinforcing SteelConcrete

Cu. Yds. Lbs. Lbs.

(Epoxy Coated)

(Grade 60)

Excavation

Cu. Yds. Cu. Yds.

Class | Class ||

(AE)(SA)

(Grade 4.0)

Cu. Yds.

(AE)

(Grade 4.0)

Lbs. Lbs.

(Grade 50)

(A709)

(Grade 50T3)

(M270)

|tem

Location

Total

Lump Sum

System

Drainage

Bridge

Rating Level

Truck

2002 LFD Rating. 17th Edition AASHTO

InventoryOperating

Type HET (110T)

HS-20 (36T)

2011 Manual for Bridge Evaluation

HL-93 Loading

2.099 3.506

LFD & LRFR RATING FACTORS

1.425

1.3261.023

SUMMARY OF QUANTITIES

SUMMARY OF QUANTITIES

Lump Sum

Shoring

Temporary

Each

(Steel)

Bearing

Each

Connectors

Stud Shear

Welded

(48")

Lin. Ft.

(Investigative)

Core Hole

Lump Sum

Inspection

Falsework

REP

34 35

29 32

27 28

25 26

22 23

&

-

&

&

&

-

&

&

&

48 49

52 53

54 56

58 59

Each

(Set Price)

(Drilled Shaft)

Sonic Test

(36")

Cu. Yd.

(Light 18")

(Riprap Stone)

Protection

Slope

Cu. Yds.

Protection

Slope

for

Bedding

Lump Sum

w/Acrylic)

(Organic Zinc

Painting

Bridge

Cu. Yds.

(High Strength)

Flowable Fill

Sq. Yds.

Membrane

Waterproofing

Substructure

Drilled Shaft

Each Each

Lin. Ft. Lin. Ft.

Lump Sum

Lump Sum

--

--

--

--

--

--

--

Drawing

Standards

Superstr. Total

Substr. Total

Abutment No. 2

Pier No. 4

Pier No. 3

Pier No. 2

Pier No. 1

Abutment No. 1

Superstr. Total

Substr. Total

Abutment No. 2

Pier No. 4

Pier No. 3

Pier No. 2

Pier No. 1

Abutment No. 1

Structural Steel

(Grade 50T3)

(A709)

Lbs.

Sq. Yds.

Overlay

Concrete

Polymer

Multi-Layer

Lump Sum

Lump Sum

---

---

---

---

---

---

---

Lump Sum

Lump Sum

---

---

---

---

---

---

---

Total

Superstr. Total

Substr. Total

Abutment No. 2

Pier No. 4

Pier No. 3

Pier No. 2

Pier No. 1

Abutment No. 1

Total

Superstr. Total

Substr. Total

Abutment No. 2

Pier No. 4

Pier No. 3

Pier No. 2

Pier No. 1

Abutment No. 1

SO

UT

HB

OU

ND

NO

RT

HB

OU

ND

SO

UT

HB

OU

ND

NO

RT

HB

OU

ND

468

---

468.0

228.5

13.2

---

---

13.8

212.5

188

---

187.8

---

30.6

110.5

16.2

30.6

---

301.5

---

301.5

32.8

30.9

147.8

31.8

29.3

28.9

764.6

764.6

---

---

---

---

---

---

---

39,140

---

39,140.5

---

4786

24855

4988

4512

---

267,550

259,861

---

4061

---

---

---

---

3630

27,536

27,536

---

---

---

---

---

---

---

136,106

136,106

---

---

---

---

---

---

---

193,641

193,641

---

---

---

---

---

---

---

2866

2866

---

---

---

---

---

---

---

117

---

117

---

22

30

30

35

---

44

---

44.0

---

---

---

---

44.0

---

20

---

20

6

2

2

2

2

6

45

44.5

---

---

---

---

---

---

---

45

44.5

---

---

---

---

---

---

---

8

---

8.0

---

2.0

2.0

2.0

2.0

---

2787

2787.2

---

---

---

---

---

---

---

236.7

---

236.7

120.4

---

---

---

---

116.3

Lump Sum

Lump Sum

---

---

---

---

---

---

---

468

---

468.0

228.5

13.2

---

---

13.8

212.5

188

---

187.8

---

30.6

110.5

16.2

30.6

---

301.5

---

301.5

32.8

30.9

147.8

31.8

29.3

28.9

764.7

764.7

---

---

---

---

---

---

---

39,140

---

39,140.5

---

4786

24855

4988

4512

---

267,550

259,861

---

4061

---

---

---

---

3630

27,536

27,536

---

---

---

---

---

---

---

136,106

136,106

---

---

---

---

---

---

---

193,641

193,641

---

---

---

---

---

---

---

2866

2866

---

---

---

---

---

---

---

117

---

117

---

22

30

30

35

---

31

---

31.0

---

31.0

---

---

---

---

20

---

20

6

2

2

2

2

6

Lump Sum

Lump Sum

--

--

--

--

--

--

--

Lump Sum

Lump Sum

---

---

---

---

---

---

---

Lump Sum

Lump Sum

---

---

---

---

---

---

---

45

44.5

---

---

---

---

---

---

---

45

44.5

---

---

---

---

---

---

---

8

---

8.0

---

2.0

2.0

2.0

2.0

---

2787

2787.2

---

---

---

---

---

---

---

236.7

---

236.7

120.4

---

---

---

---

116.3

Lump Sum

Lump Sum

---

---

---

---

---

---

---

INDEX OF DRAWINGS

BRIDGE QUANTITIES &

Sq. Yds.

Drain

Strip

Abutment

Sq. Yds.

System

Protection

Backwall

Bridge

777

---

776.6

---

---

---

---

---

---

777

---

776.6

---

---

---

---

---

---Slope Protection

Supports and Spacers for Reinforcing Steel

Standard Pile Details

Bridge Excavation

Bill of Reinforcing

Deck Drain Details

Abutment No. 2 Sliding Plate Details

Abutment No. 1 Strip Seal Details

51" Barrier Rail Details

32" Barrier Rail Details

Dead Load Camber

Roadway Surface Elevations

Slab Pouring Sequence

Slab Details

Steel Erection, Fit-up and Bolting Procedure

Field Splice and Miscellaneous Steel Details

Miscellaneous Steel Details

Cross Frame and Diaphragm Details

Girder Details

Framing Plan

Bearing Device Details

Pier No. 3 Footing Protection

Pier No. 2 Footing Protection Removal

Pier Details

Abutment Strip Drain

Abutment Details

Engineering Geology

Construction Layout

Contour Map

General Notes

Bridge Quantities & Index of Drawings

63

62

61

60

57

51

50

47

46

45

44

43

42

41

40

39

38

37

36

33

24

21

102

---

102

56

---

---

---

---

46

102

---

102

56

---

---

---

---

46

104

---

104

52

---

---

---

---

52

104

---

104

52

---

---

---

---

52

130

---

130

65

---

---

---

---

65

130

---

130

65

---

---

---

---

65

194

---

194.2

---

---

---

---

---

---

194

---

194.2

---

---

---

---

---

---

1

---

1

---

---

---

---

---

---

1

---

1

---

---

---

---

---

---

Plate)

(Sliding

Device

Expansion

Assembly)

(Strip Seal

Joint

Expansion

Lump Sum

Shielding

Fuel Line

Lump Sum

Lump Sum

---

---

---

---

---

---

---

---

---

---

---

---

---

---

---

---

2

2 2

21

21

11/5/15 Revised Concrete and Reinforcing Steel Quantities.

Revised Plans

2

2

2

11/5/15 Added Fuel Line Shielding Bid Item & Quantity.

KANSAS

STATE PROJECT NO. YEAR SHEET NO.SHEETS

TOTAL

NO.

1

2

3

DATE REVISIONS BY APP'D

DESIGNED

DESIGN CK. DETAIL CK.

DETAILED

SCALE APP'D

QUANTITIES

QUAN.CK.

SHEET NO. OF

CADD

CADD CK.

SEDGWICK CO.

113Plotte

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KANSAS TURNPIKE AUTHORITYSTA. 4752+32.50BR. NO. 44.325

KTA (I-35) OVER THE ARKANSAS RIVER

PROJ. NO. 5739

5739 2016

AJD

GENERAL NOTES

the girder.

Reference blocking diagrams on the shop details to a level line running the entire length of

SHOP DETAILS:

shop laydown.

Prepare joints for the field splices in accordance with KDOT Specifications. Use Type "B"

FABRICATION OF FIELD SPLICES:

pre-qualified weld procedure.

drawings, show a code or symbol in the tail of the weld symbol that refers to an approved,

Material, Fabrication and Construction shall conform to KDOT Specifications. On the shop

WELDING:

Magnetic particle inspection is required.

MAGNETIC PARTICLE INSPECTION:

KDOT Specifications. A Licensed Professional Engineer is not required.

This is a Category A Structure. Submit detailed Erection Plans to the Field Engineer per

ERECTION PLANS:

Sheet .

erection of structural steel. For steel erection, fit-up and bolting procedure information, see

layout and use of falsework bents. The Engineer shall approve such information prior to

girder splice connections are completed. Submit information which clearly shows the proposed

necessary to maintain the correct line and elevation. Leave the falsework bents in place until all

secure in place prior to connection of the girder field splices. Provide falsework bents as

Bring each line of girders to the correct line, grade (or relative grade) and camber, and

ERECTION:

STRUCTURAL STEEL NOTES

that are blocked on the ground, fully tighten the bolted connections prior to erection.)

the elevations (á •") in the plans before any connection is fully tightened. (For steel girders

(á ‚"). Present verification to the Engineer that the elevations at all field splice locations match

present verification to the Engineer that the elevations at the bearings match plan elevation

After the abutment and pier concrete has cured and before setting any structural steel,

ERECTION ELEVATION CHECKS:

the nut. See KDOT Specifications.

protrusions on the DTI to the underside of the bolt head. Place a hardened flat washer under

head and turn the nut to tighten. This method is preferred whenever possible. Face the

Use Direct Tension Indicators (DTIs) on all high strength bolts. Place the DTI under the bolt

All bolted connections are slip critical unless noted otherwise.

of the connected parts.

prior to any required field reaming that will remove more than ‚inch of material from one ply

may require additional standard hardened washers or plate washers. Report to the Engineer

connected and must be shown in the approved shop drawings. Oversized and/or slotted holes

holes, as specified in the KDOT Specifications, may be used in only one of the two members

secondary member connections. Use •inch diameter bolt holes. Oversized and/or slotted

Secondary Member Connections: Use ‡inch diameter heavy hex structural bolts for the

remaining holes in each plate. See KDOT Specifications.

align all connections by driving •inch diameter drift pins in all corners and in ‚of the

connections. Use •inch diameter bolt holes. Do not ream during field erection. Accurately

Girder Connections: Use ‡inch diameter heavy hex structural bolts for the main member

BOLTED CONNECTIONS:

(1 ydä or less), requiring touch up, with an approved organic zinc primer.

Touch Up: Prepare and paint all bolts, nuts, studs, and other small areas of damaged paint

coat of inorganic zinc primer.

Blast clean the contact surfaces of the field splices to SSPC-SP10 and apply a 3 mil prime

will match Federal Standard #34102.

primer with a waterborne acrylic finish coat. The finish coat will be Kansas Green; this color

The shop and field coats applied to Structural Steel shall conform to an inorganic zinc

PAINTING:

suitable power source. All stud welding shall conform to KDOT Specifications.

Weld Stud Shear connectors with automatically timed stud welding equipment connected to a

WELDED STUD SHEAR CONNECTORS:

coat will be Kansas Green; Federal #34102.

steel shall conform to an organic zinc primer with a waterborne acrylic finish coat. The finish

SSPC-SP6 Specifications (latest revision). The new paint system applied to existing structural

KDOT Specifications. Blast clean all surfaces of all structural steel and bearing devices to meet

Paint all structural steel and bearing devices in the existing structure in conformance with

PAINTING EXISTING STRUCTURAL STEEL:

zinc primer to a minimum dry film thickness of 3 mils.

top flanges and the studs to SSPC-SP6 Specifications and paint with an approved organic

Revision) before the studs are applied. After the studs are applied, blast clean the tops of the

Field Work Blast clean the tops of the top flanges to SSPC-SP6 Specifications (latest

zinc primer to the tops of the top flanges.

SSPC-SP10 Specifications (latest Revision). Apply a minimum 1.5 mil prime coat of inorganic

(Studs applied in the field) Shop Work Blast clean the tops of the top flanges to

flanges and to the studs.

Apply a 3 mil primer coat of an approved inorganic zinc primer to the tops of the top

PAINTING TOP FLANGES: (Studs applied in the shop)

the water-borne acrylic finish coat to all exposed surfaces.

Paint the ANSI 125 finished surfaces with an approved dry film lubricant. After erection, apply

bridge bearings with an Inorganic Zinc Primer except for the ANSI 125 finished surfaces.

Blast clean the bearings, in the shop, except for the ANSI 125 finished surfaces. Paint the

PAINTING BEARINGS:

REP

44

shown for the convenience of the Contractor.

to the bid item, "Structural Steel". The number of bolts is subsidiaryconnections. This work is

F959. No allowance will be made for high strength bolts used for permanent or temporary

Tension Indicators (DTIs) are to comply with the requirements of the latest edition of ASTM

requirements of ASTM A325, Type 1, and KDOT Specifications unless otherwise noted. Direct

All bolts, nuts and hardened flat washers shall conform to the heavy hex structural

BOLTS:

3, respectively.

ASTM A709 (Grade 50T3) shall conform to mandatory supplemental impact properties for Zone

any "splice" may be requested. Steel in members designated AASHTO M270 (Grade 50T3) or

only where shown on the Contract Plans as a "splice" or as an "optional splice." Elimination of

A709 (Grade 50) requirements, unless noted otherwise. Shop and Field Splices shall be made

overhang brackets and intermediate stiffeners and all other structural steel shall meet ASTM

splice plates shall meet ASTM A709 (Grade 50T3 requirements. Diaphragms crossframes,

stiffeners shall meet AASHTO M270 (Grade 50T3) requirements. Girder web plates and web

Girder flange plates, flange splice plates, connection bars, intermediate stiffeners and bearing

STRUCTURAL STEEL:

.subsidiaryconstruct the fillets will be

concrete is included in the Summary of Quantities. Any additional concrete required to

The theoretical amount of concrete required for the fillets is 27.6 C.Y. This amount of

10ƒ" less thickness of the top flange.

constructed to the theoretical grade. The minimum depth of the slab over the girder shall be

varying the depth of the concrete fillets over the girders so that the finished floor is

variation between the actual camber and the concrete dead load deflection shown in the plans by

removed, measure the camber in the field by taking a profile of each girder. Correct any

floor forms. After the structural steel is completely erected and the falsework bents are

camber that should be in the girders after they are erected and bolted but prior to placing the

necessary. The ordinates shown for concrete dead load deflection represent the amount of

Camber the steel girders for the total dead load deflection and the vertical curvature, if

FILLETS:

compensation for all labor, materials and incidentals required to complete the work.

details for approved by the Engineer. The bid item, "Fuel Line Shielding" shall be full

bridge as shown in the plans or the Contractor can propose alternative methods and submit

The Contractor will provide shielding for the existing fuel line located on the Northbound

FUEL LINE SHIELDING:

11/2/15 Added Fuel Line Shielding general note.

23

23

Revised Plans

2

2

KANSAS

STATE PROJECT NO. YEAR SHEET NO.SHEETS

TOTAL

NO.

1

2

3

DATE REVISIONS BY APP'D

DESIGNED

DESIGN CK. DETAIL CK.

DETAILED

SCALE APP'D

QUANTITIES

QUAN.CK.

SHEET NO. OF

CADD

CADD CK.

SEDGWICK CO.

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KANSAS TURNPIKE AUTHORITYSTA. 4752+32.50BR. NO. 44.325

KTA (I-35) OVER THE ARKANSAS RIVER

PROJ. NO. 5739

5739 2016

Proposed Crossframe

Existing Connection Stiffener

Existing Crossframe

Existing Crossframe

{ Existing Girder

Existing Crossframe

Proposed Crossframe

Bar 7x•, Typ.

Proposed Bearing Stiffener

{ Existing Girder

Bar 7x•, Typ.

Proposed Bearing Stiffener

{ Stiffener

{ Existing Girder

{ Piers No. 1, 2, 3 & 4 { Piers No. 1, 2, 3 & 4

Existing Bearing Stiffener Existing Bearing Stiffener

7•"

7•"7•"

7•"

Proposed Connection Stiffener Bar 7x•

ƒ" Plywood

8'-0"ì Existing Girderì Existing Girder

Spa. @ 4'-0" Max.

4"x4" Lumber Framing

10" á

Existing Fuel Line

Existing Fuel Line Hanger

KANSAS

STATE PROJECT NO. YEAR SHEET NO.SHEETS

TOTAL

NO.

1

2

3

DATE REVISIONS BY APP'D

DESIGNED

DESIGN CK. DETAIL CK.

DETAILED

SCALE APP'D

QUANTITIES

QUAN.CK.

SHEET NO. OF

CADD

CADD CK.

SEDGWICK CO.

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KANSAS TURNPIKE AUTHORITYSTA. 4752+32.50BR. NO. 44.325

KTA (I-35) OVER THE ARKANSAS RIVER

PROJ. NO. 5739

5739 2016

MISCELLANEOUS STEEL DETAILS

PMY

CEV

42

42

DETAIL C

DETAIL BDETAIL A

43

41

39

TT

EO

FUEL LINE SHIELDING DETAIL

2'-

8" á

11/5/15 Added Fuel Line Shielding Detail.

For Fuel Line Shielding Note, see Sheet .

For Girder Notes, see Sheet .

For Crossframe Details, see Sheet .

For Stiffener Details, see Sheet .

Notes:

23

Revised Plans

2

2

Roughened Const. Jt.

(1'-9" Min. Lap)

1 Line of 16-#4R5

9†" 9†"

576'-6†"

(2'-7" Min. Lap)

1 Line of 10-#6R4

14'-7" End to End of Barrier

14'-11"

End of Wingwall

576'-1‚" End to End of Barrier

14'-5…"

14'-4" End to End of Barrier

5"ƒ" í Groove

1'-

7"

ƒ" í Groove

1'-

10"

7"

2'-

8"

1'-

0"

1'-3"

7•"5"

9•

"

1'-3"

7•"5"

1'-

7"

1'-

10"

7"

1'-

0"

2'-

8"

1-#6SR13

1-#4SR14

ì Exp. Jt. Abut. No. 1 ì Exp. Jt. Abut. No. 2

End of Wingwall

1…" @ 60°F1…" @ 60°F

3"

2•"

(Contractor's Option)

2" (Max.)

2•"

3"

4" @ 60°F 4" @ 60°F

#5R3

#5R2

Clr.

1•"

Clr.

2‚

"

Clr.

2‚

"

Clr.

1•"

#4R5, Typ.

#5R6

#5R2

#6R4

Groove

ƒ"í

583-#5R3 Spa. w/#5R2

1-#5R17

@ 6"

7-#5R2

3" 7-#5R2 @ 12"

@ 6"

7-#5R2

3"

@ 6"

7-#5R2

2 Lines of 15-#4R5 (1-9" Min. Lap)

3"

3"

@ 6"

7-#5R2

@ 6"

7-#5R2 7-#5R2 @ 12"

9"

Roughened Const. Jt.

5'-0"5'-0"5'-0"5'-0"

{ Pier

í Grooves

Limits of ƒ"

í Grooves

Limits of ƒ"

569-#5SR2 @ 12"

Grooves, Typ.

{ ƒ" í

#5R6

1"x8•" Blockout

#5R16, Typ.

#5R15

9"

1-#5R16

1-#6R18 (NB)

1-#6R11 (SB)

1-#4R19 (NB)

1-#4R12 (SB)

2-#4R19 (NB)

2-#4R12 (SB)

23-#5R6 Spa. w/#5R2 & #5R15

10•" (NB)

11" (SB)10•" (NB)

11" (SB)

Spa. as shown

9-#5R15

2-#4R14

#6R13 (R11 & R28 similar)

#4R14 (R12 & R19 similar)

KANSAS

STATE PROJECT NO. YEAR SHEET NO.SHEETS

TOTAL

NO.

1

2

3

DATE REVISIONS BY APP'D

DESIGNED

DESIGN CK. DETAIL CK.

DETAILED

SCALE APP'D

QUANTITIES

QUAN.CK.

SHEET NO. OF

CADD

CADD CK.

SEDGWICK CO.

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KANSAS TURNPIKE AUTHORITYSTA. 4752+32.50BR. NO. 44.325

KTA (I-35) OVER THE ARKANSAS RIVER

PROJ. NO. 5739

5739 2016

A

A

B

B

(subsidiary)

SECTION A-ASECTION B-B

32" BARRIER RAIL DETAILS

(Looking at Traffic Face, Southbound, Northbound similar)

32" BARRIER ELEVATION

ABB

AJD

50

50

VERTICAL GROOVES AT PIERS

SECTION D-D

D

D

(32" barrier shown, 51" barrier similar)

56

11•"

"3"

Cl.

3

Eq.

Spa.

1"

11"

5•

"

(Blockout)

1'-3"

3•"

2‚

"

2'-

8"

1'-

9"

1'-

7"

= 1'-

10‡

"

1•" Cl.

2'-

0‚

"

Groove

ññ

ƒ" í

SECTION C-C

(Exit Type End)

7†

"7†

"

7‰

"7†

"

11"

"3"

4•"

4'-0"

Taper1„" ô Holes

2'-10‡"

1'-9ƒ"

3…

"1'-7" 8" 8•

1'-

9"

2'-

0‚

"

2'-

8"

8"

ELEVATION OF EXIT TYPE END

1

4

1"

7•

"

4'-0"

4•"8•"

3"

8•

"

Direction of traffic

EWS

1„" ô holes

1'-

3"

2•

"

1'-9ƒ"

2'-10‡"

8" 8"

3•

"

5"

PLAN OF EXIT TYPE END

C

C

Northbound Entrance End & Exit End)

(3 Req'd., Southbound Entrance End,

4"

ƒ"

1"

6"3 @

5"

4 @

4"

9"

For steel cover plate details at the expansion joints, see Sheet .

All barrier concrete is included with superstructure quantities for payment.

All longitudinal dimensions are measured horizontally along the gutterline.

(NB) denotes Northbound.

(SB) denotes Southbound.

Notes:

11/2/15 Added guard fence attachment details.

23-#5R6 Spa. w/#5R2 & #5R15 (NB)

21-#5R6 Spa. w/#5R2 (SB)

3" Clr.

Revised Plans

2

2

2

2

2

a ññ

c (Pin ô)

c

c

c

a

b

b

a

a

b

3" Pin

5•" Pin

í

1•" Pin

b

ca

ac

a

c

3•"ô

a

c

b

a

d e

ab b

a b

3"ô Pin

a

c

b

d

e

e

a e

b

c

d

f f

e

ññ

ññ

d

e

c

3" Pin

a

b

f

f

ñ

e

d e

a

c

e

a

b

a

b

cd

í

KANSAS

STATE PROJECT NO. YEAR SHEET NO.SHEETS

TOTAL

NO.

1

2

3

DATE REVISIONS BY APP'D

DESIGNED

DESIGN CK. DETAIL CK.

DETAILED

SCALE APP'D

QUANTITIES

QUAN.CK.

SHEET NO. OF

CADD

CADD CK.

SEDGWICK CO.

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KANSAS TURNPIKE AUTHORITYSTA. 4752+32.50BR. NO. 44.325

KTA (I-35) OVER THE ARKANSAS RIVER

PROJ. NO. 5739

5739 2016

PMY

REP

58

58

BILL OF REINFORCING

LO

CA

TIO

N

BE

ND

SIZ

E

DIMENSIONS

LA

BE

L

BA

R

RE

QUIR

ED

NO.

LE

NG

TH

TO

TA

L

a b c d e

f

LO

CA

TIO

N

BE

ND

SIZ

E

DIMENSIONS

LA

BE

L

BA

R

RE

QUIR

ED

NO.

LE

NG

TH

TO

TA

L

a b c d e

f

PIE

R

NO. 1

PIE

R

NO. 2

11

b

151

b

2.5

1

b c

BENDING DIAGRAMS

d each length.

increments. Cut

a to b by c

ññIncrease from

C2

G2

FF

EECC

P

H

C F

G1

B

A2A1A

ADS2

ADS1

AF6

AF5

AF4

AF3

AF2

AF1

AC15

AC14

AC13

AC12

AC11

AC10

AC9

AC8

AC7

AC6

AC5

AC4

AC3

AC2

AC1

2

40

15

15

48

32

11

15

2

12

24

14

15

4

16

4

6

18

14

8

4

24

40

L

A

A2

A

A

F

A2

A2

L

B

A

CC

CC

CC

C

C

C1

C

A

A

A

AA

A

3

10

7

7

8

9

11

11

3

4

4

3

3

3

4

4

4

4

6

9

9

9

9

6'-6"

1'-4"

5"

3'-0"

10"

13'-1"

1'-7"

1'-7"

3'-0"

3'-2"

4"

4"

4"

6'-6"

6'-6"

4'-7"

6'-6"

8'-10"

6'-6"

1'-4"

BDS2

BDS1

BF6

BF5

BF4

BF3

BF2

BF1

BC15

BC14

BC13

BC12

BC11

BC10

BC9

BC8

BC7

BC6

BC5

BC4

BC3

BC2

BC1

2

40

15

15

48

32

11

15

2

12

24

14

15

4

16

4

6

19

14

8

4

24

40

L

A

A2

A

A

F

A2

A2

L

B

A

CC

CC

CC

C

C

C1

C

A

A

A

AA

A

3

10

7

7

8

9

11

11

3

4

4

3

3

3

4

4

4

4

6

9

9

9

9

3'-0"

10"

13'-1"

1'-7"

1'-7"

3'-0"

3'-2"

4"

4"

4"

6'-6"

6'-6"

4'-6"

6'-6"

9'-7"

5"

6'-6"

1'-4"

5"

CC15

CC14

CC13

CC12

CC11

CC10

CC9

CC8

CC7

CC6

CC5

CC4

CC3

CC2

CC1

2

12

24

14

15

4

16

4

6

20

14

8

4

24

40

L

B

A

CC

CC

CC

C

C

C1

C

A

A

A

AA

A

3

4

4

3

3

3

4

4

4

4

6

9

9

9

9

18'-6"

3'-2"

4'-10"

3'-0"

6'-6"

5'-0"

6"

5'-0"

3'-0"

3'-0"

1'-8"

14'-11"

8'-6"

3'-7"

18'-10"

3'-0"

3'-2"

4"

4"

4"

6'-6"

6'-6"

4'-5"

6'-6"

10'-1"

6"

4'-0"

4"

4"

4"

5"

5"

3…"

5"

2'-9"

W5

W4

W3

W2

W1

H6

H5

H4

H3

H2

H1

CDS2

CDS1

CF6

CF5

CF4

CF3

CF2

CF1

52

222

222

50

100

16

80

252

96

44

96

2

40

15

15

48

32

11

15

F

F

F

A

A

A

F

A

A

A

A

L

A

A2

A

A

F

A2

A2

6

6

6

6

6

6

6

6

6

6

6

3

10

7

7

8

9

11

11

4'-0"

12'-11"

12'-6"

33'-6"

55'-10"

7'-0"

7'-11"

11'-6"

33'-6"

23'-6"

55'-10"

Spiral

35'-1"

11'-2"

14'-0"

2'-6"

14'-4"

17'-2"

12'-8"

2'-0"

11'-5"

11'-0"

6'-5"

3'-0"

10"

13'-1"

1'-7"

1'-7"

PIE

R

NO. 3

CO

NT'D.

PIE

R

NO. 3

5"6'-6"

1'-4"

3

10

7

7

8

9

11

11

3

4

4

3

3

3

4

4

4

4

6

9

9

9

9

L

A

A2

A

A

F

A2

A2

L

B

A

CC

CC

CC

C

C

C1

C

A

A

A

AA

A

2

40

15

15

48

32

11

15

2

12

24

14

15

4

16

4

6

22

14

8

4

24

40

DDS2

DDS1

DF6

DF5

DF4

DF3

DF2

DF1

DC15

DC14

DC13

DC12

DC11

DC10

DC9

DC8

DC7

DC6

DC5

DC4

DC3

DC2

DC1

3'-0"

10"

13'-1"

1'-7"

1'-7"

3'-0"

3'-2"

4"

4"

4"

6'-6"

6'-6"

4'-8"

6'-6"

10'-9"

PIE

R

NO. 4

Spiral

40'-1"

11'-2"

14'-0"

2'-6"

14'-4"

17'-2"

12'-8"

Spiral

10'-4"

4'-10"

3'-8"

7'-2"

5'-8"

7'-5"

11'-11"

Varies

19'-10"

1'-8"

13'-8"

8'-6"

17'-3"

12'-4"

34'-6"

40'-1"

9'-6"

14'-0"

2'-6"

1'-3"

14'-0"

9'-6"

12'-0"

3'-2"

4'-10"

3'-0"

6'-6"

5'-0"

6"

5'-0"

3'-2"

3'-0"

1'-8"

13'-8"

8'-6"

3'-7"

12'-4"

1

4'-10"

1'-0"

5‚"

1'-0"

1'-0"

6"

4'-0"

4"

4"

4"

5"

5"

3…"

5"

2'-5"

Spiral

35'-1"

11'-2"

14'-0"

2'-6"

14'-4"

17'-2"

12'-8"

Spiral

10'-4"

4'-10"

3'-8"

7'-2"

5'-8"

7'-5"

11'-11"

Varies

19'-10"

1'-8"

14'-5"

8'-6"

18'-0"

18'-4"

29'-6"

35'-1"

9'-6"

14'-0"

2'-6"

1'-3"

14'-0"

9'-6"

18'-0"

3'-2"

4'-10"

3'-0"

6'-6"

5'-0"

6"

5'-0"

3'-1"

3'-0"

1'-8"

14'-5"

8'-6"

3'-7"

18'-4"

1

4'-10"

1'-0"

5‚"

1'-0"

1'-0"

6"

4'-0"

4"

4"

4"

5"

5"

3…"

5"

2'-7"

Spiral

10'-4"

4'-10"

3'-8"

7'-2"

5'-8"

7'-5"

11'-11"

Varies

19'-10"

1'-8"

14'-11"

8'-6"

18'-6"

18'-10"

1

4'-10"

2'-0"

1'-6"

1'-6"

33'-6"

55'-10"

7'-0"

1'-6"

11'-6"

33'-6"

23'-6"

55'-10"

29'-6"

35'-1"

9'-6"

14'-0"

2'-6"

1'-3"

14'-0"

9'-6"

1'-0"

5‚"

1'-0"

1'-0"

Spiral

27'-1"

11'-2"

14'-0"

2'-6"

14'-4"

17'-2"

12'-8"

Spiral

10'-4"

4'-10"

3'-8"

7'-2"

5'-8"

7'-5"

11'-11"

Varies

19'-10"

1'-8"

15'-7"

8'-6"

19'-2"

14'-4"

21'-6"

27'-1"

9'-6"

14'-0"

2'-6"

1'-3"

14'-0"

9'-6"

14'-0"

3'-2"

4'-10"

3'-0"

6'-6"

5'-0"

6"

5'-0"

3'-3"

3'-0"

1'-8"

15'-7"

8'-6"

3'-7"

14'-4"

1

4'-10"

1'-0"

5‚"

1'-0"

1'-0"

6"

4'-0"

4"

4"

4"

5"

5"

3…"

5"

2'-11"

GRADE 60

BILL OF REINFORCING STEEL

are listed here for information only.

with the weight of the reinforcing steel for payment. They

Bars with "DS" included in the bar label are not included

for standard hook and radii in excess of the same.

No allowance for bend curvature is to be made except

unless noted otherwise

denotes bending mark. Dimensions are out to out

Notes:

2.5

1

M

C1

d each length.

increments. Cut

a to b by c

ñ Increase from

J

a

b

1•

Co

mplete

Turns

C "Pit

ch"

or ASTM A82.

A615-96 (Gr. 60 or Gr. 40)

requirements of either ASTM

reinforcing shall meet the

of reinforcing steel. Spiral

bars are included in the weight

Note: Weight of spiral spacer

L

AA

b

d

D

N

í = Traffic Side

11/6/15 Added Barrier Rail Bends.

Revised Plans

2

2

2

A

KANSAS

STATE PROJECT NO. YEAR SHEET NO.SHEETS

TOTAL

NO.

1

2

3

DATE REVISIONS BY APP'D

DESIGNED

DESIGN CK. DETAIL CK.

DETAILED

SCALE APP'D

QUANTITIES

QUAN.CK.

SHEET NO. OF

CADD

CADD CK.

SEDGWICK CO.

113Plotte

d

By:

pm

younie

Plot

Locatio

n:

File:

Plot

Date:

11/19/2015

Sh. No.

G:\

KC12\0021\Brid

ge\Dgn\Revis

ed Pla

ns\B-107-R

S-02.d

gn

KANSAS TURNPIKE AUTHORITYSTA. 4752+32.50BR. NO. 44.325

KTA (I-35) OVER THE ARKANSAS RIVER

PROJ. NO. 5739

5739 2016

PMY

REP

59

59

BILL OF REINFORCING

LO

CA

TIO

N

BE

ND

SIZ

E

DIMENSIONS

LA

BE

L

BA

R

RE

QUIR

ED

NO.

LE

NG

TH

TO

TA

L

a b c d e

f

LO

CA

TIO

N

BE

ND

SIZ

E

DIMENSIONS

LA

BE

L

BA

R

RE

QUIR

ED

NO.

LE

NG

TH

TO

TA

L

a b c d e

f

For Bending Diagrams and reinforcing steel notes, see Sheet .

Note:

58

ADS2

ADS1

AW9

AW8

AW7

AW6

AW5

AW4

AW3

AW2

AW1

A12

A11

A10

A9

A8

A7

A6

A5

A4

A3

A2

A1

4

40

32

24

12

14

28

16

14

16

16

92

18

18

8

28

32

24

8

24

80

42

42

L

A

A

A

A

A

A

A

EE

A

EE

B

C2

C2

A

A

A

A

A

A

A

A

A

3

9

5

5

5

5

5

5

8

8

8

4

5

5

6

6

6

6

6

6

8

8

8

Spiral

26'-0"

6'-11"

12'-8"

7'-9"

6'-6"

3'-8"

14'-0"

9'-0"

11'-1"

7'-6"

2'-9"

20'-5"

21'-5"

7'-0"

8'-11"

9'-8"

8'-3"

44'-10"

6'-11"

2'-6"

6'-11"

6'-11"

21'-6"

26'-0"

6'-11"

12'-8"

7'-9"

6'-6"

3'-8"

14'-0"

7'-0"

11'-1"

5'-6"

11"

5'-5"

6'-0"

7'-0"

8'-11"

9'-8"

8'-3"

44'-10"

6'-11"

2'-6"

6'-11"

6'-11"

2'-6"

2'-0"

2'-0"

11"

5'-1"

5'-1"

5'-8"

6'-3"

6"

6"

1'-0"

5‡"

5‡"

11"

3'-3"

3'-1"

AB

UT

ME

NT

NO. 1

6"

6"

5'-8"

6'-3"

2'-6"

2'-0"

2'-0"

11"

5'-10"

5'-10"

26'-6"

31'-0"

6'-11"

12'-8"

7'-9"

6'-6"

4'-5"

14'-0"

7'-0"

11'-1"

5'-6"

11"

5'-5"

6'-0"

9'-0"

9'-8"

8'-3"

44'-10"

6'-11"

2'-6"

6'-11"

8'-3"

Spiral

31'-0"

6'-11"

12'-8"

7'-9"

6'-6"

4'-5"

14'-0"

9'-0"

11'-1"

7'-6"

2'-9"

21'-11"

22'-11"

9'-0"

9'-8"

8'-3"

44'-10"

6'-11"

2'-6"

6'-11"

8'-3"

3

9

5

8

5

5

5

5

8

8

8

4

5

5

6

6

6

6

6

8

8

8

L

A

A

A

A

A

A

A

EE

A

EE

B

C2

C2

A

A

A

A

A

A

A

A

4

40

32

24

16

14

28

16

14

16

16

92

18

18

36

32

24

8

24

80

44

44

BDS2

BDS1

BW9

BW8

BW7

BW6

BW5

BW4

BW3

BW2

BW1

B11

B10

B9

B8

B7

B6

B5

B4

B3

B2

B1

1'-0"

5‡"

5‡"

11"

4'-0"

3'-10"

AB

UT

ME

NT

NO. 2

3'-2"3'-2"2'-6"

5'-0"

5'-7"

44'-9"

44'-9"

21'-7"

50'-0"

60'-0"

8'-10"

5'-0"

5'-7"

44'-9"

44'-9"

21'-7"

50'-0"

60'-0"

6

6

6

5

5

6

5

5

H

A

A

A

A

A

A

A

40

80

160

2764

2764

576

576

2420

SG3

SG2

SG1

S5

S4

S3

S2

S1

2'-3" 2'-3"

SL

AB

BA

RRIE

R

RAIL

GRADE 60, EPOXY COATED

BILL OF REINFORCING STEEL

WV1

WH2

WH1

W1

R19

R18

R17

R16

R15

R14

R13

R12

R11

R10

R9

R8

R7

R6

R5

R4

R3

R2

R1

48

8

16

8

6

1

3

12

27

12

2

12

2

12

10

12

10

126

384

120

2336

2435

1206

A1

G2

G1

H

A

A

A

D

N

A

A

A

A

A

A

A

A

M

A

A

J

P

FF

5

5

5

5

4

6

5

5

5

4

6

4

6

4

6

4

6

5

4

6

5

5

4

Varies

Varies

11'-1"

6'-5"

12'-0"

12'-2"

3'-9"

7'-5"

7'-6"

12'-3"

12'-5"

14'-0"

14'-0"

4'-5"

4'-5"

4'-2"

4'-2"

5'-9"

37'-8"

59'-11"

6'-0"

6'-6"

6'-8"

3'-2"

2'-2"

10"

4'-5"

12'-0"

12'-2"

3'-9"

3'-7"

2'-4"

12'-3"

12'-5"

14'-0"

14'-0"

4'-5"

4'-5"

4'-2"

4'-2"

2'-6"

37'-8"

59'-11"

1'-10"

2'-4"

3'-1‚"

6'-2"

3'-2"

4'-2"

1'-0"

6•"

8"

5"

5"

1'-6"

5•"

6"

1'-0"

1'-1"

1'-0"

1'-6"

1'-5•"

2'-0"

3'-1…"

11"

10"

8•"

1'-3•"

1'-3"

10"

1

1

4'-2"

8•"

2•"

11‚"

6"

11/6/15 Revised Barrier Rail Bars.

Revised Plans

2

2