Hamilton_County_Bridge_140_Final_Plans.pdf

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PROJECT DESIGNATION

CONTRACT

SURVEY BOOK

CONTRACT PROJECT

of

SHEETS

DESIGNATION

TO BE USED WITH THESE PLANS

STANDARD SPECIFICATIONS DATED 2026

INDIANA DEPARTMENT OF TRANSPORTATION

TRAFFIC DATA

DESIGN DATA

A.A.D.T.

A.A.D.T.

D.H.V.

DIRECTIONAL DISTRIBUTION

TRUCKS

(2020)

(2040)

(2040)

5%

9%

A.A.D.T.

D.H.V.

V.P.H.

V.P.D.

V.P.D.

DESIGN SPEED

PROJECT DESIGN CRITERIA

FUNCTIONAL CLASSIFICATION

RURAL/URBAN

TERRAIN

ACCESS CONTROL

BRIDGE FILE

STRUCTURE TYPE SPAN AND SKEW OVER STATION

T:317.844.8900...www.clarkdietz.com

INDIANAPOLIS, INDIANA 46240

8900 KEYSTONE CROSSING, SUITE 475

PROJECT LOCATION SHOWN BY

LATITUDE: LONGITUDE:

MAX. GRADE:

TOTAL LENGTH:

ROADWAY LENGTH:

BRIDGE LENGTH:

-0.500

0.032

0.000

0.032

MI.

MI.

MI.

40 mph

PRIMARY ARTERIAL

URBAN

LEVEL

NONE

PREPARED BY:

CERTIFIED BY:

DATE

PHONE NUMBER

(317) 844-8900

PLANS

Clark Dietz, Inc.

BRIDGE FILE

BRIDGE PLANS

HAMILTON COUNTY

Cool Creek

SCALE: 1" = 1000'

SKEW: NONE

3 SPANS, 54'-0", 58'-0",54'-0"

HIGHWAY DEPARTMENT

HAMILTON COUNTY

(From 1988 Plans)

329+50 "A"

N/A

HAZEL DELL PKWY

49225

91120

3R (NON FREEWAY)

N/A

PB-25-0825

PB-25-0825

HAMILTON COUNTY, INDIANA

SEC. 4 TI7N, R4E, CLAY TOWNSHIP

LOCATION MAP

HAMILTON Co. Br. No. 140

HAMILTON Co. Br. No. 140

39°57'12" N 86°04'12" W

BOX BEAM

CONCRETE SPREAD

PRESTRESSED

05120201090030HUC:

BEAM BRIDGE.

(54', 58' 54') PRESTRESSED CONCRETE SPREAD BOX

HAMILTON COUNTY BRIDGE NO. 140 IS A THREE SPAN

PRESENT STRUCTURE

(29-00140)

BR. NO. 140

HAMILTON CO.

PROJECT INFORMATION

HCHD # PB-25-0825

HAZEL DELL PKWY OVER COOL CREEK

PRESERVATION OF BRIDGE NO. 29-00140

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GISTERED

NO.

PE10504698

STATE OF

INDIANA

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CHANDLER,

II

10/27/2025

H A

Z E L D

E L L P

K W

Y

116TH ST.

G R

A Y R

D

OVER COOL CREEK

HAMILTON CO. BR. NO. 140

PROJECT LOCATION

N/A

Know what'sbelow.

before you dig.Call

R

KMK MHF

RDCRDC

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HAMILTON COUNTY

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

SHEETS

DESIGNATION

BRIDGE FILE

of

INDEX SHEET

GENERAL INFORMATION

NONE

NONE

2 9

N/A

PB-25-0825

HAMILTON Co. Br. No. 140

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PE10504698

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CHANDLER,

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10/27/2025

HIGHWAY DEPARTMENT

(To be Installed 14 Days Prior to Road Closure)

CONSTRUCTION SIGN

SIGN ASSEMBLY

ROAD CLOSURE

CBA

CLOSED

ROAD

ROAD

AHEAD

CLOSED

DETOUR

AHEAD

ROAD

CLOSED

1000 FT

ROAD

500 FT

CLOSED

ROAD CLOSED

LOCAL TRAFFIC ONLY

_ . _ MILES AHEAD

DETOUR ON OR AFTER __/__/____

PARKWAY CLOSED

HAZEL DELL

D

C

B

A

NORTH

B A

ROUTE MARKER ASSEMBLY

DIRECTIONAL DETOUR

116TH STREET

96TH STREET

G R

A Y R

O A

D

PKWY

DELL

HAZEL

H A

Z E L D

E L L P

A R

K W

A Y

* 6

H A

Z E L D

E L L P

A R

K W

A Y

S O

U T

H B

O U

N D

P A

R K

W A

Y

H A

Z E L D

E L L

N O

R T

H B

O U

N D

COOL CREEK

PLAN

C

C C C C C

C

C

C

C

E A

E

A

F C

C B

A

106TH STREET

CC C C

C

C

C

C

C C

MARKER ASSEMBLY

END DETOUR ROUTE

ROUTE MARKER ASSEMBLY

DIRECTIONAL DETOUR

MAINTENANCE OF TRAFFIC

C

C

CONSTRUCTION SIGN

(24" x 12")

W16-9P

C C

A

E

C

OR

SOUTH

(24" x 12")

XM4-8

(24" x 12")

M3-1

(24" x 12")

M3-3

DETOUR

(21" x 15")

M5-1 (L or R)

PKWY

DELL

HAZEL

OR

SOUTH

(24" x 12")

M3-1

(24" x 12")

M3-3

DELL

HAZEL

OR

SOUTH

(24" x 12")

M3-1

(24" x 12")

M3-3

(24" x 12")

XM4-8

DETOUR

(24" x 12")

XM4-8

DETOUR

(24" x 12")

XM4-6

END

DETOUR

(24" x 12")

XM4-8

DELL

HAZEL

OR

SOUTH

(24" x 12")

M3-1

(24" x 12")

M3-3

(24" x 12")

XM4-8

DETOUR

(21" x 15")

M6-3

(21" x 15")

M5-3

1 2EA

EA

CONSTRUCTION SIGN

LEGEND

CONSTRUCTION AREA

STD. BARRICADE, TYPE III-A (REFLECTORIZED ONE SIDE)

DIRECTION OF TRAFFIC

STD. BARRICADE, TYPE III-B (REFLECTORIZED BOTH SIDES)

LOW INTENSITY FLASHING YELLOW LIGHT, TYPE "A"

CONSTRUCTION SIGN AND SUPPORTS

DETOUR ROUTE MARKER ASSEMBLY

TYPICAL SIGN STANDARD (ROAD CLOSURE SIGN ASSEMBLY)

(21" x 15")

M6-1 (R)

(48" x 30")

R11-2

(24" x 24")

M1-6

(24" x 24")

M1-6

(24" x 24")

M1-6

DELL

HAZEL

(24" x 24")

M1-6

DELL

HAZEL

(24" x 12")

XM4-6

END

DETOUR

(24" x 12")

XM4-8

(21" x 15")

M5-3

(24" x 24")

M1-6

(24" x 24")

M1-6

(21" x 15")

M6-1 (R)

ROUTE MARKER ASSEMBLY

CONFIRMING DETOUR

MARKER ASSEMBLY

END DETOUR ROUTE

SIGN ASSEMBLY

ROAD CLOSURE

(60" x 36")

XW20-5

(48" x 18")

XM4-10 (L)

(60" x 30")

R11-3

CONSTRUCTION SIGN

(48" x 48")

XW20-3

CONSTRUCTION SIGNCONSTRUCTION SIGNCONSTRUCTION SIGN

(48" x 48")

XW20-3

(48" x 48")

XW20-2

(48" x 48")

XW20-3

MARKER ASSEMBLY

DETOUR ROUTE

ADVANCE DIRECTIONAL

BA

11 1276

D E F

*26

H A Z E L D

E L L P

A R

K W

A Y

116TH STREET

106TH STREET

CROSS HERE

AHEAD

SIDEWALK CLOSED

CLOSED

SIDEWALK

SIGN ASSEMBLY

ROAD CLOSURE

CONSTRUCTION SIGN

(24" x 12")

R9-9

(24" x 18")

R9-11 (L or R)

DETOUR

(24" x 12")

XM4-8

(12" x 9")

M6-3

MARKER ASSEMBLY

DETOUR ROUTE

(30" x 30")

XW11-15

(24" x 12")

W16-9P

AHEAD

(24" x 24")

R3-2

(24" x 24")

R3-1

(24" x 12")

W16-9P

AHEAD

AHEAD

CONSTRUCTION SIGN

construction work.

needed depending on

Signs to NB or SB as

Reset Barricades and

20 21

MULTI-USE PATH DETOUR

needed depending on construction work.

Reset Barricades and Signs to NB or SB as

Closure Sign Assemblies are not quantified individually above.

Signs shown in the Detour Route Marker Assemblies and Road

Note:

included in the Road Closure Sign Assembly pay item.

Signs shown in the Road Closure Sign Assemblies are included in the Detour Route Marker Assembly pay item.

Signs shown in the Detour Route Marker Assemblies are

(2) Worksite Added Penalty Signs per RSP 801-R-542.

Quantity for "Construction Sign, Type A" includes two

Note:

LEGEND

CLOSED PORTION OF MULTI-USE PATH

(30" x 30")

XW11-15

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HAMILTON COUNTY

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

SHEETS

DESIGNATION

BRIDGE FILE

of

MHF

RDC RDC

MHF

NONE

3 9

N/A

PB-25-0825

HAMILTON Co. Br. No. 140NONE

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740 740

740 740

Structure Limits

D ra in a g e E a s e m e n t

L a n d s c a p

33'-6"

21'-3"

(T y p

(Typ.)

12'-0"

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HAMILTON COUNTY

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

SHEETS

DESIGNATION

BRIDGE FILE

of

1" = 20'

1" = 5'

LAYOUT

4 9

N/A

PB-25-0825

HAMILTON Co. Br. No. 140

O

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GISTERED

NO.

PE10504698

BE

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D.

CHANDLER,

II

10/27/2025

HIGHWAY DEPARTMENT

330+00 331+00229+00228+00

HAMILTON CO.

CLAY TWP.

SEC. 4, T18N, R4E

HYDRAULIC DATA

EXISTING STRUCTURE

Hamilton County on Hazel Dell Road over Cool Creek

27'-0" Clear Roadway, No Skew

Three Spans @ 54'-0", 58'-0", 54'-0"

PRESTRESSED CONCRETE BOX BEAM BRIDGE

built in 1997. The existing structure is to be rehabilitated.

168.5' and a clear roadway width of 27.0'. The bridge was bridge on concrete bents and piers with an overall length of

The existing structure is a three span concrete box beam

Q100 Scour Elev.

Freeboard Provided (Above El. 737.90)

Existing Waterway Opening Below Q100

Backwater at Q100

Q100 Elev.

Velocity

Design Discharge, Q100

Drainage Area

719.40

2.2

0.12

737.90

4.38

23.46 ft ft sq ft sq ft ft ft/s cfs sq mi

LINE "A"

N 04°49'00" W

HAZEL DELL PARKWAY (SBL)

HAZEL DELL PARKWAY (NBL)

F.L. El. 727.40

Existing Profile Grade

El. 730.00El. 730.00

No Skew

Sta. 329+50.00 "A"

C.L. Structure

150' V.C.

EL. 743.43

P.V.I. STA. 331+00

-0.50%

+0.74%

.7

.2

El. 737.90

Q100

C O

O L C

R E E

K

App. R/W

App. R/W

App. R/W

A p p

R /W

A p p P .L data taken from 1997 plans and are for reference only.

Line "A", stationing, profile, elevations and hydraulic

NOTE:

P.C. 330+61.24 "A"

E = 10.16'

R = 2864.79'

L = 481.84'

T = 241.49'

D = 02°00'00"

∆ = 9°38'13" LT

P.I. 333+02.73 "A"

CURVE DATA

MHFMHF

RDC RDC

115'

+50

115'

P.C.

115'

+25

PL

+PL

60'

+PL

App. R/W App. R/W

(From 1997 plans)

Type 1A

357 Sys Geotextiles for Riprap,

245.2 Tons of Riprap, Class 1 on

Type 1A

361 Sys Geotextiles for Riprap,

249.5 Tons of Riprap, Class 1 on

Type 1A

218 Sys Geotextiles for Riprap,

230.8 Tons of Riprap, Class 1 on

TEMPORARY SEEDINGTS

TS

TS

CONSTR. AREA

No Skew

Sta. 329+50.00 "A"

C.L. Structure

App. R/W

A p p

R /W

App. R/W

HAZEL DELL PARKWAY (NBL)

HAZEL DELL PARKWAY (SBL)

LINE "A"

N 04°49'00" W

P.C. 330+61.24 "A"

A p p P .L

App. R/W

110' R/W

A p p P .L

App. P.L.

Geotextiles, Type 1A

Riprap, Class 1 on

C O

O L C

R E E K

A p p P .L

PLAN

SCHEDULE OF TEMPORARY IMPACTS

NOTES LEGEND

CONSTRUCTION LIMITS

FILTER SOCK

COFFERDAM

PUMP DETAIL

Pump

Flow

Waterproof Membrane

Non-Erodible Dike with

OHWM Elev.

8" Embedment

(2-ft. min.)

OHWM + 1-ft.

Existing Ground

12 to 18-in. Deep

Sump Hole/Pool

Excavation for

Discharge Hose

Intake Hose

P CLEAN WATER DEWATERING PUMP

S

FILTER BAG ON LEVELING PAD W/ FILTER FABRIC

WORK AREA PUMP INTAKE / SUMP HOLE

S

Secondary containment

P

Off-site Water

Clean

NOT TO SCALE

IN-STREAM CONSTRUCTION DETAIL

NOT TO SCALE

PHASE 1

EROSION CONTROL PLAN

Cofferdam (Typ.)

Temporary Sandbag

Surface

Undisturbed Existing

TEMP. MATERIAL AREA BELOW OHWM:

TEMP. IMPACT MATERIAL QTY:

RESTORATION MATERIALS:

TEMP. IMPACT DURATION:

TEMP. IMPACT MATERIALS LIST:

0.052 ACRES

SANDBAGS = 4.1 CYS BELOW OHWM.

VEGETATED AREAS WILL BE SEEDED.

TWO WEEKS

SANDBAGS, PUMP EQ., PLASTIC/IMPERVIOUS SHEETS

115'

+50

115'

+25

115'

P.C.

PL

+PL

60'

+PL

110'

+PL R/W

+75

110'

+50

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

115' R/W

R/W CALLOUTS FROM 1997 PLANS.

NOT REST ON THE STREAM BED.

THE INTAKE HOSE SHALL BE PLACED SO THAT IT DOES

ELEVATION PRIOR TO CONSTRUCTION.

THE CONTRACTOR SHALL FIELD VERIFY THE FLOW LINE

PROVISIONS FOR MORE INFORMATION.

AND RESTORED WITH SEED MIX R. SEE SPECIAL

DISTURBED AREAS ABOVE THE OHWM WILL BE REGRADED

BE IN PLACE LESS THAN 2 WEEKS.

TEMPORARY DEWATERING MEASURES ARE EXPECTED TO

DRAINAGE AREA = 23.5 SQ. MI.

SEE PLAN & PROFILE SHEET FOR RIGHT-OF-WAY DETAILS.

DEBRIS AT OR BEFORE THE POINT OF EGRESS.

TRUCKS AND EQUIPMENT ARE TO BE FREE OF

QUALITY MANUAL.

IN ACCORDANCE WITH THE INDIANA STORM WATER

POINTS OF INGRESS/EGRESS TO BE MAINTAINED

CONSTRUCTION LIMITS.

MAINTAIN EXISTING VEGETATION BEYOND

EXISTING CONTOURS ARE SHOWN AT 1 FT INTERVALS.

AREAS.

DOWNSTREAM SEDIMENT CONTROL MEASURES IN ALL

PRIOR TO ANY LAND DISTURBING ACTIVITIES, INSTALL

238' Cofferdam

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HAMILTON COUNTY

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

SHEETS

DESIGNATION

BRIDGE FILE

of

KMK

RDC

MHF

KMK

1" = 20'

NONE

5 9

N/A

PB-25-0825

HAMILTON Co. Br. No. 140

O

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RE

GISTERED

NO.

PE10504698

BE

RT

D.

CHANDLER,

II

TEMPORARY SEEDINGTS

CONSTR. AREA

No Skew

Sta. 329+50.00 "A"

C.L. Structure

App. R/W

A p p

R /W

60' R/W

HAZEL DELL PARKWAY (NBL)

HAZEL DELL PARKWAY (SBL)

LINE "A"

N 04°49'00" W

P.C. 330+61.24 "A"

A p p P .L

App. R/W

App. R/W

A p p P .L

App. P.L.

Geotextiles, Type 1A

Riprap, Class 1 on

C O

O L C

R E E K

A p p P .L

PLAN

NOTES LEGEND

CONSTRUCTION LIMITS

FILTER SOCK

COFFERDAM

P CLEAN WATER DEWATERING PUMP

S

FILTER BAG ON LEVELING PAD W/ FILTER FABRIC

WORK AREA PUMP INTAKE / SUMP HOLE

S P

Secondary containment

Surface

Undisturbed Existing

Off-site Water

Clean

Cofferdam (Typ.)

Temporary Sandbag

NOT TO SCALE

IN-STREAM CONSTRUCTION DETAIL

PHASE 2

EROSION CONTROL PLAN

PL

+PL

115'

+50 115'

P.C.

115'

+25

110'

+PL

60'

+PL

110' R/W 110'

+50 R/W

+75

R/W

+75

R/W

+75

115' R/W

R/W CALLOUTS FROM 1997 PLANS

AND PUMP DETAIL

SEE PREVIOUS SHEET FOR NOTES, TEMPORARY IMPACTS

2.

1.

Type 1A

Geotextiles for Riprap, Riprap, Class on

319' Cofferdam

P

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P la n s

E r o s io n

E C .d g n

:5

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HAMILTON COUNTY

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

SHEETS

DESIGNATION

BRIDGE FILE

of

KMK

RDC

MHF

KMK

1" = 20'

NONE

6 9

N/A

PB-25-0825

HAMILTON Co. Br. No. 140

O

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NO.

PE10504698

BE

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D.

CHANDLER,

II

C.L. Bent to C.L. Pier

54'-0"

C.L. to C.L. Piers

58'-0"

C.L. Bent to C.L. Pier

54'-0"

O to O

C o p in g

C le a r

R o a d w a y

C le a r

R o a d w a y

M e d ia n

(Typ.)

20'-0"

(Typ.)

6'-0"

(Typ.)

6'-0"

(T y p

Appr. (Typ.)

20'-6" Br.

Resurface (Typ.)

25'-0" HMA

10'-0"

J t.

O p e n

O. to O. Br. Deck

168'-6"

Limits of Pavement Markings

259'-6"

(T y p

Bent No. 1

Span A

Pier No. 2 Span B

Pier No. 3

Span C

Bent No. 4

-0.50% +0.74%

150' V.C.

EL. 743.43

P.V.I. STA. 331+00

STRUCTURE IS BUILT ON A -0.50% GRADE AND A 150' VERTICAL CURVE

GENERAL PLAN

ELEVATION

PLAN

GENERAL NOTES

LEGEND

fy = 60,000 psiReinforcing Steel fc = 4,000 psiClass C Concrete fc = 3,000 psiClass B Concrete fc = 3,500 psiClass A Concrete

(Per 1997 Plans)Allowable Design Stresses:

structural depth of 6 1/2".

Designed for 16,000 Lbs. wheel load plus impact with a:Floor Slab plus 15 Lbs/Sft. for permanent metal forms.

Actual weight plus 35 Lbs/Sft. for Future Wearing SurfaceDead Load:

Specifications.

1996 AASHTO Specifications and Interim of loads and sidewalk live load in accordance with

HS20-44 and Military Loading with impact and distributionLive Load:

G

R

G

G

9 1

G

R

2 (Typ.)

(Typ.)

(Typ.)

(Typ.)

and are for reference only.

Stations and elevations if shown are based on existing plans to the old.

responsibility for their correctness and the fit of the new part report any errors or discrepancies to the Engineer and assume shall check all dimensions and conditions in the field and

Where new work is to be fitted to old work, the Contractor

Highway Department.

Plans for the existing bridge are on file at the Hamilton County

G

R

Type 1A

Geotextile for Riprap, Riprap Class I on

Type 1A

Geotextiles for Riprap, Riprap Class I on

DESIGN DATA (per 1997 Plans)

Bridge Deck Overlay Special Provision.

Bridge Deck & Approach Slab in accordance with Polymeric Concrete

Polymeric Overlay System (3/8" thickness) shall be Applied to the

See Polymeric Concrete Bridge Deck Overlay Special Provision.

provided as needed to patch areas identified during construction.

Partial Depth Bridge Deck Patching (Est. 700 Sft. total) is

Nursery Sod.

end of the bridge. Grade & Level excavated area and install new

Remove top 2" of sod & soil a distance of 10' measured from the

1/16" = 1'-0"

1/16" = 1'-0"

MHFMHF

RDC RDC

LINE "A"

N 04°49'00" W

PARKWAY (SBL)

HAZEL DELL

PARKWAY (NBL)

HAZEL DELL

P.G. El. 744.60

Sta. 328+67.00 "A"

C.L. Bent No. 1

P.G. El. 744.33

Sta. 329+21.00 "A"

C.L. Pier No. 2

P.G. El. 744.04

Sta. 329+79.00 "A"

C.L. Pier No. 3

P.G. El. 743.77

Sta. 330+30.00 "A"

C.L. Bent No. 4

Ex. Ground

Approx.

Line (Typ.)

Shldr. Break

Pathway

Multi-Use

Pathway

Multi-Use

Pathway

Multi-Use

Pathway

Multi-Use

R

R

See Details on next sheet.

Remove and reconstruct concrete curb this area.

7 8

Type I-A Joint details. See Type I-A Joint Special Provision.

Reconstruct Type I-A Joint. See Std. Dwg. E 609-BJST-01 for

Line (Typ.)

Shldr. Break

4'-6" Grass Buffer

4'-6" Grass Buffer

Clean dirt and debris from bridge sidewalk and center median.

to the Ext. face of Ext. Beam, and Center Median Concrete.

Surface Seal the bridge railing, coping, underside of the coping

Install pavement markings within project limits to match existing.

Level, B to tie into the asphalt approach.

Mill min. 1.5" and place a min. of 165#/syd. HMA Wedge and asphalt approach.

(min. of 165#/syd.) HMA Wedge and Level, B to tie into the

Mill min. 1.5" 25'-0" past end of RCBA and place a variable depth

Transition Mill and Resurface

C R

E E

K

C O

L

Special Provision.

PCC Epoxy Sealer/Healer shall be applied to the RCBAs. See

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DESIGNED:

CHECKED:

DRAWN:

CHECKED:

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

SHEETS

DESIGNATION

BRIDGE FILE

of7 9

N/A

PB-25-0825

HAMILTON Co. Br. No. 140

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4'-7"44'-0"4'-7"4'-7"44'-0"4'-7"

15'-0" 15'-0"

O. to O. Coping

106'-4"

16'-2"

Clear Roadway

27'-0"

Median

20'-0"

Clear Roadway

27'-0"

16'-2"

Lane

12'-0"

Lane

12'-0"

Lane

12'-0"

Lane

12'-0" n c S la b

E x

Jnt.

1" Open

6"

9 Spa. @ 1'-0" = 9'-0"

8"

2.00% 2.00%2.00% 2.00%

1'-6" Gutter 1'-6" Gutter1'-6" Gutter1'-6" Gutter

2.00%2.00%

Structure & C.L. of C.L Roadway

Scale: 1/8" = 1'-0"

PROPOSED SECTION

LEGEND

(Typ. Ea. Coping) Limits of Surface Seal

GENERAL PLAN

Install pavement markings within project limits to match existing.

to the Ext. face of Ext. Beam.

Surface Seal the bridge railing, coping, and underside of the coping

G

R

165#/syd. HMA Type B to tie into the asphalt approach.

Mill min. 1.5" 25'-0" past end of RCBA and place a min. of

Transition Mill and Resurface

Bridge Deck Overlay Special Provision.

Bridge Deck & Approach Slab in accordance with Polymeric Concrete

Polymeric Overlay System (3/8" thickness) shall be Applied to the

See Polymeric Concrete Bridge Deck Overlay Special Provision.

provided as needed to patch areas identified during construction.

Partial Depth Bridge Deck Patching (Est. 375 Sft. total) is

Nursery Sod.

end of the bridge. Grade & Level excavated area and install new

Remove top 2" of sod & soil a distance of 10' measured from the

AS NOTED

AS NOTED

MHFMHF

RDC RDC

Line "A"

DETAIL "A" - PLAN

Scale: 1" = 1'-0"

Joint

Ex. Constr.

"A"

"A"

Scale: 1" = 1'-0"

SECTION "A"-"A"

401 x 1'-5"

Appr. Slab

Ex. R.C.

Drilled Holes

401(E) set in Field

(Min. Pullout = 15,000 Lbs.)

Approved Anchor System

Embed Bar 5" Min. with an

Field Drilled Hole in Concrete, (1-Top, 1-Btm.)

(2) #4(E) x 10'-2"

(Min. Pullout = 15,000 Lbs.)

Approved Anchor System

Embed Bar 5" Min. with an

Field Drilled Hole in Concrete, 401(E) (Typ.)

Limits of Surface Seal

Clean dirt and debris from bridge sidewalk and center median.

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DESIGNED:

CHECKED:

DRAWN:

CHECKED:

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

SHEETS

DESIGNATION

BRIDGE FILE

of8 9

N/A

PB-25-0825

HAMILTON Co. Br. No. 140

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GISTERED

NO.

PE10504698

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RT

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CHANDLER,

II

BRIDGE SUMMARY

MHF

RDC

MHF

RDC

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P la n s

T a b le s

B r id g

S u m m a

T a b le s .d g n

:5

:1

HAMILTON COUNTY

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

SHEETS

DESIGNATION

BRIDGE FILE

of

1"=4'

1"=4'

9 9

N/A

PB-25-0825

HAMILTON Co. Br. No. 140

O

FESSIONAL E

NGI

N

E

ER

RE

GISTERED

NO.

PE10504698

BE

RT

D.

CHANDLER,

II