24-STR-07_Contract_Plans.pdf

11/1/2024

DESIGNATION NO.

BRIDGE FILE

SHEETS

CONTRACT PROJECT NO.

of

CONTRACT BRIDGE FILE

DESIGNATIONPROJECT

PROJECT LOCATION SHOWN BY

ACCESS CONTROL

TERRAIN

DESIGN DATA

RURAL/URBAN

FUNCTIONAL CLASSIFICATION

% D.H.V.

M.P.H.

V.P.H.

V.P.D.

V.P.D.

TRUCKS

PROJECT DESIGN CRITERIA

DESIGN SPEED

DIRECTIONAL DISTRIBUTION

D.H.V.

A.A.D.T.

A.A.D.T.

TRAFFIC DATA 106TH STREET

Mile

Mile

Mile

MAX. GRADE :

TOTAL LENGTH :

ROADWAY LENGTH :

BRIDGE LENGTH : 0.020

0.000

0.020

2.00

50/50

SECONDARY ARTERIAL

URBAN

LEVEL

PARTIAL

PHONE NUMBER

PREPARED BY:

PLANS

CERTIFIED BY:

APPROVED

FOR LETTING:

DATE

DATE

(317) 547-5580

STRUCTURE TYPE SPAN AND SKEW OVER STATION

PRESTRESSED CONCRETE KEYSTONE PARKWAY

COMPOSITE

31+47.60

"106-BR-CL"

2 @ 50'-9"

106th STREET

TO BE USED WITH THESE PLANS

STANDARD SPECIFICATIONS DATED 2024

INDIANA DEPARTMENT OF TRANSPORTATION

American Structurepoint, Inc.

CITY OF CARMEL

BOARD OF PUBLIC

WORKS AND SAFETY

BRIDGE REHABILITATION PLANS

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

AS NOTED

AS NOTED

ELECTRONIC 1

NONE

NONE

NONE

NONE

29-00445

HAMILTON COUNTY

2017 14,200

16,250

29-00445

24-STR-07

106TH STREET BRIDGE REPAIR

City of Carmel Project 24-STR-07

AT THE 106th STREET ROUNDABOUT

KEYSTONE PARKWAY

24-STR-07

Scale: 1"=2,000'

CLAY TOWNSHIP

T. 17N.

HAMILTON COUNTY

MARION COUNTY

HAMILTON COUNTY

R. 3E. R. 4E.

Y PARKWAKEYSTONE

R OVE STREET106th

R-4-E,T-17-N, 7, Section and R-4-E T-17-N, 6, Section between line section on Boulevard Westfield

This Bridge Rehabilitation is on 106th Street over the Keystone Parkway located approximately 0.74 miles East of

TEL 317.547.5580 FAX 317.543.0270

www.structurepoint.com

9025 RIVER ROAD, SUITE 200

INDIANAPOLIS, IN 46240

INTERSTATE

C o lle g e A v e

E 106th St

E 116th St

E 96th St

N C o lle g e A v e

N G ra y R o a d

W e s t fie ld B lv d

B lu e W o o d s C re e k

Carmel Cree k

Carmel Creek

L a k e W o o d la n d

7 8

18 17

M o n o n T ra il

K e y s t o n e P a rk w a y

No.

ANAIDNI

DERETSIGE

R

R E

E

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GNE LANOIS

SE

F O

R P 880305

YAD .A DIVAD

STATE OF

GENERAL PLAN

FRAMING PLAN

SUPERSTRUCTURE DETAILS

BEAM DETAILS

TITLE SHEET

BRIDGE SUMMARY

2 INDEX AND GENERAL NOTES

5-6

7-8 REMOVAL DETAILS

11-21

TRAFFIC MAINTENANCE - KEYSTONE PARKWAY

TRAFFIC MAINTENANCE - 106TH STREET

NO UTILITY INVOLVEMENT

The paper relocation will be cross sectioned by the Engineer before construction.

Sta. __________, shall be removed as directed.

Existing asphalt pavement located outside the construction limits, between Sta. __________ and except where sodding is specified

All earth shoulders, median areas, and cut and fill slopes shall be plain or mulch seeded determine the actual excavation quantities.

paving contract. However, partial or complete cross sections shall be taken if necessary to

The final cross sections of the grading contract will be the original cross sections of the treatment by displacement, where each treatment applies.

theoretical cross sections by using treatment of existing fills, treatment by removal, or

The quantity of peat excavation shown on the plans has been estimated on the basis of or farm field type fence (FFTF) where specified in the plans.

All limited access right-of-way (L.A. R/W) is to be fenced with chain link type fence (CLTF)

SHEET NO. DRAWING INDEX

REVISIONS

SHEET NO. DATE REVISED

INDEX TO SHEETSGENERAL NOTESUTILITIES

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

SJD

DAD

SJD

DAD

INDEX AND GENERAL NOTES

NONE

NONE

ELECTRONIC 2

NONE

NONE

11/01/2024

29-00445

24-STR-07

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

LEGEND

ROAD

AHEAD

CONSTRUCTION

DETOUR

AHEAD

ROAD

CLOSED

AHEAD

LANE ENDS

MERGE

RIGHT

END

CONSTRUCTION

PLAN

PLAN

Construction Clear Zone = 16'-0"

Construction Zone Design Speed = 50 MPH

NOTES :

1" = 40'-0"

SJD

DAD

SJD

DAD KEYSTONE PARKWAY

TRAFFIC MAINTENANCE

1" = 40'-0"

LEFT

AHEAD

CLOSED

TWO LANES

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 3

NONE

NONE

11/01/2024

29-00445

24-STR-07

500'1000'1000'1000'1000'2000'

Construction Sign

Type "A" Construction Warning Light

Direction Of Traffic

Standard Drum

Flashing Arrow Sign

X W

X W

X W

X W

A L

X W

A R

X W

A L

(48" x 48")

XW20-2

(48" x 48")

XW20-1

(48" x 48")

XW20-3

(48" x 48")

XW9-2-A(R)

(48" x 48")

XW4-2-A(L)

(50' Drum Spa. in Taper)

Taper 12'-0" in 600'-0"

(50' Drum Spa. in Taper)

Taper 12'-0" in 600'-0" Match Existing Pavement Marking (50' Drum Spa.)

A

C

D

(60" x 24")

XG20-2

XG20-2

A B D

Temporary Traffic Barrier, Type III-A

B

And Shall Be Located By The Engineer.

1 - Temporary Changeable Message Signs Shall Be Provided

(48" x 48")

XW20-5A(L)

see Standard Drawing E801-TCDT-04.

For Detour Route Marker Assemblies , , & ,C in Tangent)

1200'-0" (100' Drum Spa.

600'-0"600'-0" X W

A L

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

TYPCIAL SECTION

LEGEND

SJD

DAD

SJD

DAD

1" = 40'-0"

1" = 40'-0"

ROAD

AHEAD

CONSTRUCTION

END

CONSTRUCTION

RIGHT LANE

CLOSED

AHEAD

STREET

th

TRAFFIC MAINTENANCE 106

Construction Clear Zone = 13'-0"

Construction Zone Design Speed = 30 MPH

RA CL S

E

LT U K

K Y TEXIT E S ON

W Y OPARK A N RTH

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 4

NONE

NONE

11/01/2024

29-00445

24-STR-07

Lane

12'-0"

2'-0" 1'-0" Construction Area

Line "106-BR-CL"

Profile Grade

No Scale

Construction Sign

Type "A" Construction Warning Light

Temporary Traffic Barrier, Type II Direction Of Traffic

Standard Drum

Flashing Arrow Sign

XW20-1

XW20-1

XW20-5(R)

XW20-1

XW20-1

XG20-2

(48" x 48")

XW20-1

(60" x 24")

XG20-2

(48" x 48")

XW20-5(R)

R5-2

R5-2

(24" x 24")

R5-2

(60" x 24")

TRUCK EXIT SIGN

Truck Exit Sign

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

SJDSJD

DAD DAD

1" = 20'-0"

1" = 20'-0"

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 5

NONE

NONE

11/01/2024

29-00445

24-STR-07

CONTINUOUS COMPOSITE

KEYSTONE PARKWAYOVER106TH STREET

CLEAR ROADWAY: VARIES2 SPANS @ 50'-9"

" O .-O . B rid ge Flo or

'-6

Br. Appr.

16'-0" R.C

Br. Appr.

16'-0" R.C

.O

O

C o p in g V a ri e s

Rig ht

Ske w

V a ri e s

V a ri e s

C le a r

R o a d w a y

V a r.

V a r.

V a ri e s

C le a r

R o a d w a y

V a ri e s

Lin e "

-B

R-

CL"

Line "S-5-E"

106th Street W.B.L.

106th Street E.B.L.

P.G. El. 793.89

Sta. 31+47.60 "106-BR-CL"

Bent No.1 Bent No.3Pier No.2

Span A

Semi-Fixed

Elev. 769.68

Bottom Footing

S.B.L.

Keystone Pkwy.

O.P.O.T. 18+60.00 "S-5-E", 28.86' Rt.

P.O.T. 30+00.00 "106-BR-CL" =

P.O.T. 440+29.80 "E"

P.O.T. 31+47.60 "106-BR-CL" =

O.P.O.T. 21+24.15 "S-5-E", 77.00' Lt.

P.O.T. 32+84.57 "106-BR-CL" =

P.O.T. 440+03.59 "E"

P.O.T. 20+00.00 "S-5-E" =

P.G. El. 793.75

Sta. 31+98.35 "106-BR-CL"

Joint

Joint

Joint

Joint

Vert. Cl.

Points Of Min.

V e r t

C l.

P.G. El. 793.18

Sta. 30+96.85 "106-BR-CL"

P.O.T. 19+32.02 "S-5-E"

P.O.T. 30+77.59 "106-BR-CL" =

K e y s to n e P a rk w a y S .B .L

K e y s to n e P a rk w a y N .B .L

N.B.L.

Keystone Pkwy.

GENERAL NOTES

DESIGN DATA

.s formk decl metat permanenr fo. Lbs./Sft5 1dan ec surfag wearine futurr fo. Lbs./Sft5 3s plut weighlActua is p0 4,00= c f' , Cs ClaseConcret is p0 3,50= c f' , As ClaseConcret is p0 3,00= c f' , Bs ClaseConcret is p0 60,00= y F , SteelgReinforcin: SE STRESSTIUN

: BA SLROFLO

: DA LODADE

: DA LOEVLI

.de notss unle,s partre othll ani "2 dna

,"4 eb ll shahc while stemo botteh ttp excesg footineh tni "3 ,s slabro flofo mot boteh tni mu minim"1 dn apo teh tni " 2eb ot gn coverile stegnReinforci

. 2002 Edition, Seventeenth Bridges,Highway r Fo Specifications Standard AASHTO the withaccordance n i loading HS-25 for designed foundationSubstructure

. 2007 Edition, FourthSpecifications, n Desig Bridge LRFD AASHTO the with accordancein g loadin HL-93 for designed substructure andSuperstructure

. of depth structural ausing d Metho Strip AASHTO the withDesigned

B r.

A pp r.

R .C

L in e

E

LEGEND

Remove & Replace a Portion of the Existing Bridge Deck and Raised Multi-Use Path.

EXISTING STRUCTURE BUILT TO A 2.00% GRADE & A 120' VERTICAL CURVE

Existing Steel "H" Piles (Typ.)

Remove & Reset Existing Lighting. Remove & Replace Existing Conduit.

PLAN

ELEVATION

Existing Bridge Railing

Replace Existing Sodding Outside of the Removal Limits.

0" R .C

B r.

A pp r.

Remove & Replace a Portion of Existing Bridge Railing. Remove & Reset Existing Steel Bridge Rail.

Street" & Replace " City of Carmel" Seal.

th

Remove & Reset Lettering for "106

Replace Existing Decorative Concrete Sidewalk, 10" Outside of the Removal Limits.

Span B

Remove & Replace Existing Exterior Beam and 1st Interior Beam on the North Coping in Span "B".

V e r t

C l.

M in

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

DADDAD

SJD SJD

3/16" = 1'-0"

3/16" = 1'-0"

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 6

NONE

NONE

11/01/2024

29-00445

24-STR-07

21'-11" Max.

4'-6" Min To

Varies Clear Roadway Varies

5'-0" Min. To

Varies

Multi-Use Path

10'-0"

To 12'-10" Max.

1'-4"

9'-11" Max.

4'-6" Min To

VariesClear Roadway Varies

5'-0" Min. To

Varies

Multi-Use Path

10'-0"

To 11'-2" Max.

1'-4"

1'-2" 2" Coping

" 4

T y p

C u r b

Slope 1.85% Slope 1.85%

(Typ.)

6"

Line "106-BR-CL"

Grade

Profile

CONTINUOUS COMPOSITE

KEYSTONE PARKWAYOVER106TH STREET

CLEAR ROADWAY: VARIES2 SPANS @ 50'-9"

" 1

See Framing Plan

Beam Spa. Varies

5 Spa. @ 9'-0" = 45'-0"

Beam Spa. Varies

Slope Varies

Varies

Slope

1.85%

Slope

1.85%

Slope

Slope Varies

Varies

Slope

Conduit *

EXISTING TYPICAL SECTION

21'-11" Max.

4'-6" Min To

Varies Clear Roadway Varies

5'-0" Min. To

Varies

Multi-Use Path

10'-0"

To 12'-10" Max.

1'-4"

9'-11" Max.

4'-6" Min To

VariesClear Roadway Varies

5'-0" Min. To

Varies

Multi-Use Path

10'-0"

To 11'-2" Max.

1'-4"

1'-2" 2" Coping

T y p

C u r b

Slope 1.85%

Joint (Typ.)

Roughened Constr.

Slope 1.85%

(Typ.)

6"

Drip Bead (Typ.)

Line "106-BR-CL"

Grade

Profile

Beam Spa. Varies

Beam Spa. Varies

Varies

Slope

1.85%

Slope

1.85%

Slope Varies

Slope

Conduit *

PROPOSED TYPICAL SECTION

Indiacates Limits of Removal

C o n c r e t e

S la b

E x is t in g

C la s s

C

C o n c r e t e

S la b

E x is t in g

C la s s

C

(To Be Removed)

ConduitPVC

Drip Bead (Typ.)

Half-Round

Rail (To Be Removed)

Bridge Concrete Existing

Remove & Reset Metal Railing Luminaire & Post

Reset & Remove

Slope Varies

Slope VariesSlope Varies

Slope Varies

Slope Varies Slope Varies

P o ly m e r

O

V e r la y

T y p

T h in

E x is t in g

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

DAD

SJD

DAD

SJD

REMOVAL DETAILS

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 7

NONE

NONE

11/01/2024

29-00445

24-STR-07

PARTIAL ELEVATION BENT NO. 3 (W.B.L.)

s Pile &Bent

, Bearing

F.F.R.F.

6" 1'-0"

V a r ie s

V a r ie s

3'-0"

1'-6" 1'-6"

3'-0"

1'-6"

Indicates Limits of Removal

Existing HP 12X53 Steel "H" Piles

Existing

Concrete Removal Line

6" s Pile& t Ben Bearing, F.F.R.F.

1'-0"

V a r ie s

S t e p

M in

1'-6"

3'-0"

1'-6"

3'-0"

1'-6"

SECTION B-BSECTION A-A

V a r ie s

El. 788.33

Varies (Limits of Removal)

Bottom of Cap

B

B

A

A

Existing HP 12x53 "H" Piles (Typ.)

Concrete Removal Line

El. 788.13

Bridge Seat & Straighten.

Steel to Remain. Clean

Existing Reinforcing

Remain. Clean & Straighten.

Existing Reinforcing Steel to Remain. Clean & Straighten.

Existing Reinforcing Steel to

Concrete Removal Line

Varies3'-3" ±Varies

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

A

PLAN

SECTION A-A

SJD

DAD DAD

SJD

Min. Lap

D

D B

B

C

C

SECTION B-B

SECTION C-C

SECTION D-D

REMOVAL DETAILS

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 8

NONE

NONE

11/01/2024

29-00445

24-STR-07

"16 71'-0 "16

71'-0

Existing #6 to Remain

Existing #5 to Remain

Existing #4 to Remain

Existing #4 to Remain

Sidewalk or #5 Bar in Deck.

Provide a Min. Lap of for #4 in

Remain.Clean & Straighten to

Existing Reinforcing Steel to

Slope Varies

Concrete Removal Line

Concrete Removal Line

Concrete Removal Line

" O.-O. Floor Slab8 7103'-6

#4

#5 3'-0"

2'-6"

Provide a Min. Lap for #5 Bar.

Remain.Clean & Straighten to

Existing Reinforcing Steel to

(in Span) & #6 Bar (Over Support).

Provide a Min. Lap for #4 Bar

Remain.Clean & Straighten to

Existing Reinforcing Steel to

(in Sidewalk).

Provide a Min. Lap for #4 Bar

Remain.Clean & Straighten to

Existing Reinforcing Steel to

(in Sidewalk).

Provide a Min. Lap for #4 Bar

Remain.Clean & Straighten to

Existing Reinforcing Steel to

Rail (to be Removed)

Existing Conc. Bridge

#6 3'-6"

Indicates Limits of Removal

Existing #5 or #4 In Span

Existing #6 Over Support

Existing 402aExisting 403a

Existing #4

3'-6"

1'-9"1'-9"

V a r ie s

1'-2"1'-2"1'-2"

3'-6"

1'-9"1'-9"

V a r ie s

VariesVariesVariesVaries

E x is t in g

C o n c

S la b

Existing

E x is t in g

C o n c

S la b to be Removed Existing Reinforcing

3'-6"

V a r ie s

E x is t in g

C o n c

S la b

Existing

Concrete Removal Line

Concrete Removal Line

Concrete Removal Line

Removed

Dowel to be

Existing Threaded

Straigten &Clean Remain. to

Existing Reinforcing

Straigten &Clean Remain. to

Existing Reinforcing

Removed

Dowel to be

Existing Threaded

Existing

Remove & Reset Metal Railing

Skew: 15°16'42" Rt.

(Limits of Deck & Sidewalk Removal)

" Max.8 7Varies, 9'-10" Min. to 20'-2

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

FRAMING PLAN

3/32" = 1'-0", U.N.

DAD DAD

SJD SJD

3/32" = 1'-0", U.N.

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 9

NONE

NONE

11/01/2024

29-00445

24-STR-07

S p a p a

S p a

50'-9" 50'-9" p a p a

Span A Span B

Beams No.3-13 Beams No.3-13

Line "106-BR-CL"

Right

Skew

L in e

E

"4

NOTES :

FRAMING PLAN

Bearing Assembly

Bridge Seat gBearin and Pile

SIDE VIEW END VIEW

PLAN ELEVATION

Bridge Seat

Bearing Assembly g Bearin mConcrete d PrestresseType

2"2" 2"2"

6"

BEARING ASSEMBLY DETAILS

S7x15.3 (Beam 1B)

2B)(Beam S5x10

S7x15.3 (Beam 1B)

2B)(Beam S5x10

V a r ie s

Showing Elastomeric Bearing Pad Locations Scale : 3/8" = 1'-0"

BEAM PLACEMENT DETAILS

"8

2"

1'-6"

1'-6"

" (Beam 1)2

(At Pier 2)

Concrete

" (Beam 2)4

LOAD PLATE DETAILS

9" 9"

Bearing Pad (Typ.)

Existing Elastomeric

Bearing Pad (Typ.)

Existing Elastomeric

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

BEAM DETAILS

3/4" = 1'-0", U.N.

SJD

DAD

3/4" = 1'-0", U.N.

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 10

NONE

NONE

11/01/2024

29-00445

24-STR-07

1'-0"

1'-6"

6"6"3"

2" 2"

= 1'-2"

7 Spa. @ 2"

2 Strands

6 Strands

8 Strands

502E

Prestressed Concrete

4"4" sd StudWelde dn E"

No Scale

10"

10"

1'-4"

1'-2

3" 4"

End View Side View

#6 Bar Full Length

From End Of Beam

Debond Strands 0' To 6'

Legend

6"

Beam No.

1B

Dimension "A" Dimension "B" Dimension "C" Dimension "D" Dimension "E" Dimension "F" Dimension "G"

"H"

Table Of Beam Dimensions

14'-2"53'-0"Residual Camber Table dead load of beam in inches.

prestressing force minus deflection from

Superimposed Dead Load Deflection

Residual Camber

Beam Number

1.320"

0.734"

0.586"

1B

TYPICAL SECTION REINFORCING

SECTION SHOWING

BEAM END DETAILS

502E (Epoxy Coated)

501 401

No Scale

6"

Pier No.2

Dimension "A"

Dim. "B"

Dim. "C"

Dim. "E"

Dim. "D"

Dim. "F"

Dim. "G"

Bent No.3

Without The Use Of Heat

Up By Manufacturer

6 Strands To Be Bent

Without The Use Of Heat

Up By Manufacturer

6 Strands To Be Bent

2" Radius

"2

(1 E.F.)

2-#6x2'-8"

(2 E.F.)

4-#6x1'-11"

401 Spa.

501 & 502E Spa.

401 Spa.

2- #6 Bar Full Length

(2 E.F.)

4-#6x2'-8"

2"

8"

12 Spa. @ 6" = 6'-0"

Pier No.2

2"

12 Spa. @ 6" = 6'-0"

20 Spa. @ 6" = 10'-0" 6 Spa. @ 1'-6" = 9'-0" 6 Spa. @ 1'-6" = 9'-0" 20 Spa. @ 6" = 10'-0"

Bent No.3

T y p

C l.

2B

1.285"

0.585"

0.700"

PLAN - BEAMS NO.1B AND 2B SPAN B

ELEVATION - BEAMS NO.1B AND 2B SPAN B

6,000 psi minimum at 28 days.

The concrete strength shall be 5,000 psi mimnimum at release and

Top of beams are to be scored transversely at 3" centers with pointed tool.

lifted at bearing points only.

manufacturer and approved by the engineer on the shop drawings. Beams are to be

Several lifting devices are satisfactory. The type used must be guaranteed by the

The prestressed beams shall be cast a minimum of 15 days before the deck is poured.

See Standard Drawing E703-BRST-01 for reinforcing bar notes.

See Standard Drawing E707-BPBF-03 for tolerances for fabrication of prestressed beams.

NOTES :

Total12 Beam, Each 6

Beams)In Cast Be (To

1 Each Beam, 2 Total)

BeamsCast Be (To

72B 51'-11" "4 31'-8 "16

111'-6 10" 1'-0" "16 11'-2 "8

11'-4 13'-1"

3" 3"

Load plate at Pier 2

" x 1'-6" (Beam 1)2 1" x 102

" x 1'-6" (Beam 2)2 1" x 104 for Details)

Load Plate (See Sheet No. 9

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

PLAN

DAD DAD

SJD

Min. Lap

And Top Longitudinal Reinforcing Steel

Showing Transverse Reinforcing Steel, Top And Bottom, A

A

SUPERSTRUCTURE DETAILS

NOTES:

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 11

NONE

NONE

11/01/2024

29-00445

24-STR-07

"16 71'-0 "16

71'-0

" O.-O. Floor Slab8 7103'-6

#4

#5 2'-7"

2'-1"

#6 3'-1"

(Top Coping)

1-#4x40'-0"

15-#4x40'-0" (Top)

7'-6"

1-#4x11'-3" (Top)

1-#4x8'-0" (Top)

1-#4x5'-0" (Top)

1-#4x2'-6" (Top)

1-#4x33'-3" (Top)

1-#4x25'-0" (Top)

1-#4x19'-6" (Top)

1-#4x15'-0" (Top)

31-#6x10'-6" (Top)

(4 Top & 4 Bottom)

8-#5x22'-3"

(5 Top & 5 Bottom)

10-#5x21'-6"

(5 Top & 5 Bottom)

10-#5x20'-9"

(7 Top & 7 Bottom)

14-#5x20'-0"

(5 Top & 5 Bottom)

10-#5x19'-3"

(7 Top & 7 Btm.)

14-#5x18'-6"

(6 Top & 6 Btm.)

12-#5x18'-0"

(8 Top & 8 Btm.)

16-#5x17'-6"

(Top Coping)

1-#4x18'-3"

"2

33 106 S[pa. 6" = 53'-0"

Skew: 15°16'42"

"4 31'-9 see Sheet No. 21.

For additional details, bar bending diagrams and Bill Of Materials, For Section A-A, see Sheet No. 14.

as the weight of the concrete deck, finishing machine, forms, etc.

beams, particularly the outside beam, from construction loads, such

Suitable restraint shall be provided to prevent the rotation of the

All reinforcing steel to be epoxy coated, unless otherwise noted.

For Reinforcing Bar Notes, see Standard Drawing E703-BRST-01.

15-#4x7'-0" (Top)

(47 Top & 47 Bottom)

94-#5x15'-3" (13 Top & 13 Bottom)

26-#5x17'-0"

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

PLAN

SJD

DAD DAD

SJD

Min. Lap

SUPERSTRUCTURE DETAILS

Showing Bottom Longitudinal Reinforcing Steel

E

E

NOTES:

D

D

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 12

NONE

NONE

11/01/2024

29-00445

24-STR-07

"16 71'-0 "16

71'-0

" O.-O. Floor Slab8 7103'-6

#5 2'-7"

(Bottom)

10-#5x20'-0"

(Bottom)

5-#5x28'-0"

(Bottom)

8-#5x13'-6"

38-#5x30'-0" (Bottom)

28-#5x30'-0" (Bottom)

"4 31'-9

Skew: 15°16'42" see Sheet No. 21.

For additional details, bar bending diagrams and Bill Of Materials, For Sections D-D and E-E, see Sheet No. 16.

For Section A-A, see Sheet No. 14.

as the weight of the concrete deck, finishing machine, forms, etc.

beams, particularly the outside beam, from construction loads, such

Suitable restraint shall be provided to prevent the rotation of the

All reinforcing steel to be epoxy coated, unless otherwise noted.

For Reinforcing Bar Notes, see Standard Drawing E703-BRST-01.

Diaphragm)

(3 E.F., Pier

6-#5x4'-0"

Diaphragm)

(3 E.F., Pier

6-#5x4'-0"

Line at Pier Diaphragm)

2-#8x3'-0" (1 Ea. Beam

5-501a (Pier Diaphragm)

5-501a (Pier Diaphragm)

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

PLAN

SJD

DAD DAD

SJD

Min. Lap

SUPERSTRUCTURE DETAILS

Showing Sidewalk Steel

NOTES:

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 13

NONE

NONE

11/01/2024

29-00445

24-STR-07

"16 71'-0 "16

71'-0

" O.-O. Floor Slab8 7103'-6

#4 2'-1"

6-#4x17'-0" (Sidewalk)

6-#4x15'-9" (Sidewalk)

7-#4x14'-6" (Sidewalk)

8-#4x13'-6" (Sidewalk)

38-#4x40'-0" (Sidewalk)

(Sidewalk)

29-#4x18'-6"

"4 31'-9

3"

Skew: 15°16'42" see Sheet No. 21.

For additional details, bar bending diagrams and Bill Of Materials, For Section A-A, see Sheet No. 14.

as the weight of the concrete deck, finishing machine, forms, etc.

beams, particularly the outside beam, from construction loads, such

Suitable restraint shall be provided to prevent the rotation of the

All reinforcing steel to be epoxy coated, unless otherwise noted.

For Reinforcing Bar Notes, see Standard Drawing E703-BRST-01.

54-#4x12'-6" (Sidewalk)

81-403a

81-402a

81-401a

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

SUPERSTRUCTURE DETAILS

3/8" = 1'-0"

3/8" = 1'-0"

SJD

DAD

SJD

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 14

NONE

NONE

11/01/2024

29-00445

24-STR-07

5 Spa. @ 9'-0" = 45'-0"Varies - See Framing PlanVaries

"8

Varies

Spa. @ 6" (Spa. #6 Over Support)

3"

"8

Varies

(Typ.)

"8

Profile Grade

Line "106-BR-CL"

1.85% SlopeSlope Varies

482a

481a

#4

1.85% Slope

To 9'-11" Max.

Varies - 4'-6" Min.

Varies - 5'-0" Min.

Multi-Use Path

10'-0"

1'-4"

Masonry Coating

Seal And

Limits Of Surface

Slope Varies

SECTION A-A - W.B.L.

C o n c r e t e

S la b

E x is t in g

401a

C u r b

E x is t in g

Drip Bead (Typ.)

RoundHalf

Spa. @ 8" Max.

402a #4

#6 Over Support

#5

Joint (Typ.)

Construction

Roughened

Concrete Removal Line

(#5 Bottom, Continuous)

S[pacing @ 6"

Slope Varies

P o ly m e r

O v e r la y

T h in

E x is t in g 403a

P ie r

V a r ie s t o

B e n t

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

3/8" = 1'-0"

3/8" = 1'-0"

SJD

DAD

SJD

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 15

NONE

NONE

11/01/2024

29-00445

24-STR-07

Profile Grade

4-602a (F.F.)

3"

ELEVATION - BENT NO.3 W.B.L.

Line "106-BR-CL"

1-#7x2'-0"3-#7x3'-9" (F.F.)

C

C

B

B to Remain. Clean & Straighten

Existing #6 Between Beams to Remain. Clean & Straighten

Existing #7 Between Beams

For Sections B-B and C-C, see Sheet No. 16.

All reinforcing steel to be epoxy coated, unless otherwise noted.

For reinforcing bar notes, see Standard Drawing E703-BRST-01.

NOTES :

(Through Beam End)

2-#6x6'-0"

5-602a (F.F.)

Between Beams)

3-#7x5'-0" (F.F., 1-#7x2'-0"

(Through. Beam End)

2-#6x6'-0"

(Between Beams)

2-#6x6'-0"

(18-601a, R.F.)

17 Spa. @ 1'-0" = 17'-0" 2"

3-602a (F.F.)

(1 F.F., 4 R.F.)

5-#7x16'-6"

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

SJD

DAD

SJD

3/4" = 1'-0"

3/4" = 1'-0"

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 16

NONE

NONE

11/01/2024

29-00445

24-STR-07

V a r ie s

V a r ie s

M in

3'-0"

1'-6"1'-6"

3'-0"

1'-6"1'-6"

1'-0"6"

1'-1"

(Typ.)

2" Cl.

R.F. F.F.

#6 Through Beams

#7x2'-0"

601a

#7

Bent And Piles

Construction Joint

Optional Type A

C o n c r e t e

S la b

C la s s

C

V a r ie s

V a r ie s

M in

3'-0"

1'-6"1'-6"

3'-0"

1'-6"1'-6"

1'-0"6"

(Typ.)

2" Cl.

R.F. F.F.

#7

Bent And Piles

Construction Joint

Optional Type A

#5

C o n c r e t e

S la b

C la s s

C

Joint Between Beams

2"x12" Keyway Construction

1'-1"

602a

M in

L a p

#4

#5

#4

SECTION B-B SECTION C-C

Remain. Clean & Straighten

#6 Between Beams to

Remain. Clean & Straighten

#7 Between Beams to

601a

3'-6"

1'-9"1'-9"

C o n c r e t e

S la b

C la s s

C

V a r ie s

1'-2"1'-2"1'-2"

SECTION D-D

3'-6"

1'-9"1'-9"

C o n c r e t e

S la b

C la s s

C

V a r ie s

VariesVariesVariesVaries

#5

SECTION E-E

or #4 In Span

#6 Over Support

#5 or #4 In Span

#6 Over Support

Geotextiles

Endbent Backfill

Aggregate for

Geotextiles

Endbent Backfill

Aggregate for

Prestressing Strand

1'-6"

1'-6"

S p a

C o n t

R .F

E q u a l

S p a

M a x

S p a

C o n t

R .F

E q u a l

S p a

M a x

Hatched areas indicate portion of bent poured with substructure, For location of Sections D-D and E-E, see Sheet No. 12.

For location of Sections B-B and C-C, see Sheet No. 15.

All reinforcing steel to be epoxy coated, unless otherwise noted.

For reinforcing bar notes, see Standard Drawing E703-BRST-01.

NOTES :

#8x3'-0"

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

SJD SJD

DAD DAD

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 17

NONE

NONE

11/01/2024

29-00445

24-STR-07

Skew 15°16'42" Right

(Typ.)

1'-6"

P.C.C.

P.C.C.

LEGEND

" O.-O. Floor Slab8 7103'-6

"16 71'-0"16

71'-0

Q Q

Q

OR

R

R

R

R

R

O

P

Q

PLAN

Showing Multi-Use Path Dimensions And Architectural Finishes

Line "106-BR-CL"

P

R on sidewalks and curbs, see the Technical Specifications..

For more information on Architectural Finishes

NOTE :

P

P

O

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

1/2" = 1'-0", U.N.

1/2" = 1'-0", U.N.

SJD

DAD

SJD

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 18

NONE

NONE

11/01/2024

29-00445

24-STR-07

Bent No.1 End Bent No.3 End

T y p

R

R

F.F. Concrete Railing

R.F. Concrete Railing North Coping Line

3"

9"9" 9"9"

Pattern (Typ.)

Bent No.1 End Bent No.3 End

F

F

G

G

"2

1'-7

1'-6"

1'-4"

1'-2"

7"7"

2"

2"

"2

4" Cl.

4" Cl.

481a

482a

Tubing

2"x3" Steel

1" Square Spindle

2"

Tubing

2"x3" Steel

482a

4" Cl.

481a

1" Square Spindle

Cl.

6"

1'-4"

9"7"

1'-6"

Scale - 3/4" = 1'-0"

Scale - 3/4" = 1'-0"

F.F.R.F.

R.F. F.F.

Anchor

Top Of Concrete Rail

Elevation Plan

1'-3"

"2 146""2

11"2" 2"

Tubing (Typ.)

2"x3" Steel

Typ.

Scale : 1" = 1'-0"

Denotes Architectural Finish.

For Architectural Finishes on concrete and metal railing, see the Special Provisions.

NOTES :

A

A A

Channel

C3x5

Channel

C3x5

PARTIAL PLAN - NORTH COPING RAILING

" End Panel @ Bent No.34 310'-9

"2

7'-9" "2

1'-6"

"2

"4 37'-9 "2

14 1'-6"9"

2 Each Line, 2'-1" Min. Lap)

E.F.,Lines (4 16-#4x31'-0"

166-481a (83 E.F.)

83-482a

PARTIAL ELEVATION - NORTH COPING F.F. RAILING

ORNAMENTAL HANDRAIL BASE PLATE DETAILS

SECTION G-G

SECTION F-F

Top Of Sidewalk

Top Of Deck Slab

Bottom Of Deck Slab

R

R

58'-10" Proposed Bridg e Railing (Along R.F. R ailing)

Slab/SW Removal Limits

3"

Existing 482a (to Remain)

2 Each Line, 2'-1" Min. Lap)

E.F., Lines (2 8-#4x28'-3"

(Showing Expansion Anchor Locations)

Reset)& Removed be to Plate (Base

Railing Pour. Clean & Straighten.

Newinto 2'-6" Extend & off Cut be to Steel Railing Horizontal Existing t o

B e n t

P ie r

V a r ie s

S p a

S p a t o

B e n t

P ie r

V a r ie s to Bent 3

Varies from Pier 2]

Additional Thickness to Bent 3

Varies from Pier 2]

Additional Thickness

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

DAD DAD

1/4" = 1'-0"

1/4" = 1'-0"

BMP BMP

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 19

NONE

NONE

11/01/2024

29-00445

24-STR-07

106TH

Bent No.3 North Bent No.1 North

Pier No.2 North

(Typ.)

"4 32'-5

(Typ.)

"2 14'-11

(Typ.)

"4 32'-5

2'-6"

"8 15'-0

"8 12'-6

(2'-0" Dia.)

City Of Carmel

Seal Of The

(Typ.)

2'-0" Dia.

Axis Of Rotation (Typ.)

D e c k

F

F

G

G

"2 116'-9"2

14'-11

ELEVATION - NORTH COPING R.F. RAILING

"4 110'-0 "8

(Along R.F. Railing)

Concrete Railng Pilaster Spa.

58'-10" Proposed (Along R.F. Railing) see the Special Provisions.

For Architectural Finishes on concrete and metal railings, For Sections F-F and G-G, see Sheet No. 18.

NOTES :

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

BMP

DAD

BMP

1/4" = 1'-0"

1/4" = 1'-0"

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 20

NONE

NONE

11/01/2024

29-00445

24-STR-07

52'-10

"8

6'-5

8 Spa. @ 5'-0" =

40'-0"

"8

6'-5

R

1 No.Bent g Bearin

3 No.Bent g Bearin

COPING OFFSETS - NORTH COPING LINE

48'-11

Proposed Coping

Existing Coping

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

NO SCALE

NO SCALE

SJD

DAD

SJD

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

CITY OF CARMEL

ELECTRONIC 21

NONE

NONE

11/01/2024

29-00445

24-STR-07

V a r ie s

X

X

F il le t

ELEVATION SECTION X-X

No Scale No Scale

Bottom Of Slab

Bottom Of Fillet

Top Of Beam And

1'-6"

6"

1'-0"

6'-0"1'-0"

No Scale

P ie r

N o .2

.0

B e n t

N o .3

.0

Span B

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

6" bottom of slab elevation at centerline of span.

Bridge Seat Elevations were calculated using design camber and dead load deflection

NOTE :

Size And

Mark Bars

No. of Length

(Feet)

Weight

(Lbs.)

Epoxy Coated Reinforcing Steel

BILL OF MATERIALS

SUPERSTRUCTURE

2'-6" 8 Spa. @ 5'-0" = 40'-0" 2'-6"

50'-9"

5'-6"

601a x 9'-9" 602a x 4'-9"

403a x 6'-0"

401a x 2'-6"

481a x 4'-2"

All reinforcing steel to be epoxy coated, unless otherwise noted.

For reinforcing bar notes, see Standard Drawing E703-BRST-01.

NOTES :

6"

402a x 3'-6"

482a x 7'-10" 501a x 11'-4"

3'-2"

10"10"

#8 2 3'-0"

8 No.Total 17

#7 5 16'-6"

#7 3 5'-0"

#7 3 3'-9"

#7 2 2'-0"

7 No.Total 231

601a 18 9'-9"

602a 12 4'-9"

#6 31 10'-6"

#6 6 6'-0"

6 No.Total 893

501a 10 11'-4"

#5 66 30'-0"

#5 5 28'-0"

#5 8 22'-3"

#5 10 21'-6"

#5 10 20'-9"

#5 24 20'-0"

#5 10 19'-3"

#5 14 18'-6"

#5 12 18'-0"

#5 16 17'-6"

#5 26 17'-0"

#5 94 15'-3"

#5 8 13'-6"

#5 12 4'-0"

5 No.Total 6564

401a 81 2'-6"

402a 81 3'-6"

403a 81 6'-0"

481a 166 4'-2"

482a 83 7'-10"

#4 54 40'-0"

#4 1 33'-3"

#4 16 31'-0"

#4 8 28'-3"

#4 1 25'-0"

#4 1 19'-6"

#4 29 18'-6"

#4 1 18'-3"

#4 6 17'-0"

#4 6 15'-9"

#4 1 15'-0"

#4 7 14'-6"

#4 8 13'-6"

#4 54 12'-6"

#4 1 11'-3"

#4 1 8'-0"

#4 15 7'-0"

#4 1 5'-0"

#4 1 2'-6"

4 No.Total 4714

Steel Reinforcing Coated EpoxyTotal 12419

Concrete

Superstructure in "C"Class

1 No.Pour 42.8

Superstructure in "C" ClassTotal 42.8

"C" Class RailingConcrete 11.4

Miscellaneous

SealSurface 710

CoatingMasonry 710

2" PVC,Conduit, 65

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305

REVISIONS

Total Of Reinf. Steel Carried To "Structure Quantities"

REINF.CONC.

BRIDGE

APPR., 12"

LOCATION

TO

W-BEAM GUARDRAIL LENGTH

STATION

FROM

STATION

TOTALS

S T

A N

D A

R D

P

O S

T

A T

S

P A

RT.

OR

LT.

LIN. FT.

S T

A N

D A

R D

P

O S

T

A T

S

P A

LIN. FT.

S T

A N

D A

R D

P

O S

T

A T

S

P A

LIN. FT.

N E

S T

E D

G U

A R

D R

A

IL

LIN. FT.

G U

A R

D R

A

IL

F L

A R

E

R

A T

E

REMARKS

TYPE

T R

A N

S

IT

IO

N

G U

A R

D R

A

IL

EACH TYPE EACH

G U

A R

D R

A

IL

E

N D

T R

E A

T M

E N

T

CURVED W-BEAM GUARDRAIL SYSTEM

TERMINAL

SYSTEM

TYPE EACH

CONNECTOR

SYSTEM

EACHTYPE LIN. FT. LIN. FT.

R E

M O

V E

G U

A R

D R

A

IL

G U

A R

D R

A

IL

R E

S E

T

RIGHTLOCATION LEFT SINGLE DOUBLE

B A

C K

F

IL

L

CU. YDS.

THICKNESS

A L

U M

S T

E E

L

V E

L O

C

IT

Y

SYS.

R

IP

R A

P

B A

C K

F

IL

L

M E

T H

O D

O

F

CU. YDS.

S T

R U

C T

U R

E

DOWN

STREAM

ELEV.

STREAM

UP

ELEV.

FLOW LINE

FT.

C O

V E

R

S K

E W

PIPE WITHIN EACH GROUP

FOR ACCEPTABLE TYPE OF

SEE RD. STD. SHEET "MP"

T Y

P

ES

IZ

E

C R

O S

S

R

IG

H T

DISTANCE

BEYOND

DESCRIPTION

TONS

TACK COATMAINLINE

FILL

EXCAVATION (CYS.)

CUT

R/W FT.

FT.

LENGTH

GRADE

FT.

RADIIWIDTH

FT.

LOCATION

STATIONLT/RT

SODDING (SQ. YDS.)PAVED SIDE DITCH (LIN. FT.)

SOD

TOTAL

OTHERSHOULDERS

DITCHES

FOR

PSD

FOR

LENGTH

TOTAL PAY

LENGTH

PAY

WALLS

CUT OFF

LENGTH

PAY

LUGS

NO. OF

LENGTH

PAY

TYPE

LT.

OR

RT. STATION

TO

STATION

L E

F T

INCHES

N U

M B

E R

S T

R U

C T

U R

E

LOCATION

REMARKS

DESCRIPTION

P

IP

E

E

N D

S E

C T

IO

N

EACH

R E

IN

F

S T

E E

L

LBS.

L E

N G

T H

FT.

IN

S

T R

S

C O

N C

C L

A

CU. YDS.CU. YDS.RT.

OR

LT.

EACHEACHLIN. FT. EACHLIN. FT.LIN. FT.LIN. FT.LIN. FT.

TOTALS

STATION

TO

STATION

CULVERT PIPE

PROTECTIONPROTECTIONPROTECTIONDITCH CHK

INTERCEPTORDRAINAGE

BARRIER DITCH

STRAW BALE

DITCH CHK

RIPRAP SEDIMENT

TRAP

SEDIMENT

BASINPROTECTION

PERIMETER DROP INLET CURB INLETSLOPE

DRAIN

LIN. FT.

GEOTEXTILES

SQ. YD.

RIPRAP

TONS

REVETMENT

? LBS./SYD.

19.0 mm, MAINLINE

? LBS./SYD.

MAINLINE

? LBS./SYD. TONS

FOR

ASPHALT ASPHALT

FOR PRIME

COAT SIDEWALK

CONCRETECONCRETE

SYS.

CURB

SYS.

LIN. FT.

CURB*

COAT

MASONRYDENSE

SYS.

ITEM

CONCRETE

CLASS C IN

SUPERSTR. SUBSTR.

CLASS A IN

CU. YDS. CU. YDS. CU. YDS.

CLASS B

IN FOOTING

CU. YDS.

CONCRETE

RAILING

CLASS C

LIN. FT.

REINF.

TOTAL

STEEL

LBS. LBS.

STEEL

STRUCT.

LBS.

EPOXY

SYS.

BRIDGE

APPR., 13"

REINF.CONC.

COATED

REINF.

STEEL

PILES

LIN. FT.

SHELLS

EPOXY COATED

NO. NO. LIN. FT.

TIMBER

TREATED

NO. LIN. FT. NO. LIN. FT.

BEARING

STEEL HSTEEL ENCASED

CONCRETE

EACHCYS.

GRADED

SUBBASE

LIN. FT. LIN. FT.

JOINT

TYPE BS11

EXPANSION

LIN. FT.

CLASS SS

JOINT

EXPANSION

TYPE

BOX BEAMS

SQ. FT.

CONC. STR. MEMBERS

LIN. FT.

SEAL

SURFACE

SQ. FT.

CONCRETE

STAINING

FIELD

DRILLED

HOLES

EACH

TOTALS

EACH

ANCHOR

PLATES

EACH

EXPANSION

JOINT

TYPE BS9

ANCHOR

BOLT

AB-1

EACH

BRONZE

PLATES

LBS.

BARRIER

DELINEATOR

EACH LIN. FT.

CONDUIT

EACH

CONCRETE

HOLES IN

FIELD DRILLED

DATE ITEM

MK -AP1

ANCHOR

PLATES

MK -AP1

TOTAL

B R

ID

G E F

IL

E

LINE

HMA BASEHMA SURFACE

9.5 mm, INTERMEDIATE

HMA

25.0 mm, NOTES :

For Test Bar Samples, see Bridge Standard 703-BRST-01.

Contractor's responsibility to determine the weight on which he bases his bid.

*** The weight of structural steel is approximate only, and it shall be the in the Approach Quantity Table.

** If the Contractor elects to use metal pipe, the thickness shall be as shown

* Estimated Quantity, to be paid for as "LSUM".

QUANTITIESSTRUCTURE

GUARDRAIL SUMMARY TABLE

RESET MAILBOX TABLE

PAVEMENT QUANTITIES AND APPROACH TABLE PAVED SIDE DITCH, RIPRAP DITCH AND SODDING SUMMARY

STRUCTURE SUMMARY TEMPORARY EROSION AND SEDIMENT CONTROL SUMMARY

HORIZONTAL SCALE

DESIGNATION NO.

BRIDGE FILE

VERTICAL SCALE

SURVEY BOOK SHEETS

CONTRACT PROJECT NO.

of

DESIGNED: DRAWN:

CHECKED: CHECKED:

DESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

DATE

NONE

NONE

BRIDGE SUMMARY

CITY OF CARMEL

HANDRAIL

ORNAMENTAL

STEEL H

PILE TIPS

2" DIA.

PVC

SQ. FT. SQ. FT.

INTEGRAL

CONCRETE

ELECTRONIC 22

NONE

SJD

DAD

NONE

th S

TR

E E T

O V E R K

E Y S

TO

N E P

A R

K W

A Y

REMOVE,RESET

11/01/2024

29-00445

SJD

DAD

24-STR-07

71079.1 12419 71065

SUPERSTRUCTURE 71079.1 12419 7106511.4

11.4

No.

ANAIDNI

DERETSIGE

R

R E

E

NI

GNE LANOIS

SE

F O

R P 880305