FUNCTIONAL CLASSIFICATION MINOR ARTERIAL ... Plans 1593238 for...MINOR ARTERIAL URBAN SR 38 BRIDGE PLANS PROJECT NO. 1593238 (P.E., CONST., R/W) BIG BLUE RIVER 7,887 HENRY COUNTY HUC:

BRIDGE FILE

DESIGNATION

SHEETS

PROJECT

SURVEY BOOK

CONTRACT

of

A.A.D.T.

A.A.D.T.

D.H.V

DIRECTIONAL DISTRIBUTION

TRUCKS

DESIGN SPEED

PROJECT DESIGN CRITERIA

FUNCTIONAL CLASSIFICATION

RURAL/URBAN

TERRAIN

ACCESS CONTROL

V.P.D.

V.P.D.

V.P.H.

%

TRAFFIC DATA

DESIGN DATA

OF TRANSPORTATION

INDIANA DEPARTMENT

A.A.D.T.

D.H.V.

%

%

FOR LETTING:

APPROVED

DATE

PHONE NUMBER

PREPARED BY:

PLANS

DATE

CERTIFIED BY:

TOTAL LENGTH:

BRIDGE LENGTH:

ROADWAY LENGTH:

MAX. GRADE: %

LATITUDE: LONGITUDE:

MI.

MI.

MI.

M.P.H.

FOR SPANS OVER 20 FEET

INDIANA DEPARTMENT OF TRANSPORTATION

TO BE USED WITH THESE PLANS.

DATEDSTANDARD SPECIFICATIONS

INDIANA DEPARTMENT OF TRANSPORTATION

2020

OP

TR

S

TFNA

AO

D

R

T

I

IT

NO

NA

D

AII

N

DN

E

N

E

OT

MA

PT

R

ROUTE:

PROJECT LOCATION SHOWN BY

111 Monument Circle

Suite 1200

Indianapolis, IN 46204

HNTB Indiana, Inc.The HNTB Companies

Infrastructure Solutions

NOT F

OR C

ONST

RUCTIO

N

DRAFT

1593238

1593238B-40502

1593238

B-40502

STATIONSPAN AND SKEWTYPESTRUCTURE OVER

BRIDGE FILE

PROJECT DESIGNATION

CONTRACT

1593238

HNTB Indiana, Inc. (317) 636-4682

13ELECTRONIC 1

39° 55' 53" -85° 23' 04"

(2021)

(2041)

(2041)

8,698

NONE

40

3R (NON-FREEWAY)

MINOR ARTERIAL

URBAN

SR 38

BRIDGE PLANS

PROJECT NO. 1593238 (P.E., CONST., R/W)

BIG BLUE RIVER

7,887

HENRY COUNTY

HUC: 051202040103

3.62

52.01

3.56

LEVEL

STEEL BEAM BRIDGE

CONTINUOUS COMPOSITE110+78.5044'-0", 56'-6", 44'-0"

3 SPANS:

1.17

0.028

863

0.0870.115

038-33-10161

038-33-10161

038-33-10161

AT: RP 92+23DESIGN DECISIONS

FOR DOCUMENTATION OF

CORRESPONDENCE FILE

PLEASE SEE

(HENRY COUNTY)

LOCATION MAP

SCALE: 1" = 3000'

NOTE TO REVIEWER

FEBRUARY 14

, 2020

STAGE 1 PLA

NS

STA. 110+78.50

SR 38 OVER BIG BLUE RIVER

HENRY TOWNSHIP, HENRY COUNTY, INDIANA

WEST OF SR 3, IN SECTIONS 9, 10, 15, & 16, T-17-N, R-10-E,

BRIDGE REPLACEMENT ON SR 38 OVER BIG BLUE RIVER, LOCATED 0.16 MILES

BEGIN PROJECT

STA. 108+78 LINE "A"

STA. 114+33 LINE "A"

END PROJECT

BIG B

LU

E RIV

ER

BRIDGE FILE NO. 038-33-10161

SR 38

SR 3

Title s

heet

model:

file:

n:\

72904 indot gf on call\0

70 sr 38 bridge\0

5 cadd\c

ds\7

2904-0

70-s-br-ttl0

1.d

gn

2/1

2/2

020 1

1:3

4:5

2 a

m

jmro

drick

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILE

DEPARTMENT OF TRANSPORTATION

INDIANAVERTICAL SCALE

1593238

1593238B-40502NOT F

OR C

ONST

RUCTIO

N

DRAFT

ELECTRONIC

SCALE

13

038-33-10161

24'-0"

TRANSITION MILLING

SHOULDER

5'-9"

LANE

12'-0"

LANE

12'-0"

SHOULDER

5'-9"

1'-5"

2'-0"

2'-0"

SHOULDER

5'-9"

LANE

12'-0"

LANE

12'-0"

SHOULDER

5'-9"

1'-5"

24'-0"

SHOULDER

6'-0"

LANE

12'-0"

LANE

12'-0"

SHOULDER

6'-0"

OBSTRUCTION FREE ZONE = 14'-0"




NOTE TO REVIEWER

NOTE TO REVIEWER

PAVEMENT DESIGN.

REVISED UPON RECEIPT OF

PAVEMENT COMPOSITION TO BE

2'-0"

7"

4"

PAVEMENTEDGE OF

SURFACE

INTERMEDIATE

BASE NO. 53AGGREGATE,COMPACTED

SAFETY EDGE ON HMA PAVEMENT

N.T.S.

TO THE NEXT SUBMISSION.

LIMITS TO BE REFINED PRIOR

GRADING AND PROPOSED R/W

L

EXISTING TYPICAL SECTION

L

MATCH EXISTING (TYP.)(TYP.)

MATCH EXISTING

TYPICAL INCIDENTAL SECTION

STA. 114+33 TO 114+53

STA. 108+48 TO 108+78

& LINE "A"

C SR 38

PROFILE GRADE

EXISTING GROUND (TYP.)

PROFILE GRADE

& LINE "A"

C SR 38

H

H

EXISTING GROUND (TYP.)

L

2% (TYP.)

& LINE "A"

C SR 38

PROFILE GRADE

(TYP.)

2%

K

GUARDRAIL (TYP.)

MGS W-BEAM

3:1 MAX.

3:1 MAX.

TYPICAL FULL DEPTH SECTION

JMR

CDC CDC

JMR

SUBGRADE TREATMENT, TYPE IC

H

SE

KK

SE

STA. 111+74 TO 114+33

STA. 108+78 TO 109+83

SAFETY EDGE (SEE DETAIL THIS SHEET)SE

SUBGRADE TREATMENT TYPE IC

880 LB/SYS QC/QA - HMA, 3, 64, BASE 19.0 MM ON

605 LB/SYS QC/QA - HMA, 3, 64, INTERMEDIATE 19.0 MM ON

165 LB/SYS QC/QA - HMA, 3, 64, SURFACE 9.5 MM ONK

165 LB/SYS QC/QA - HMA, 3, 64, SURFACE, 9.5 MMH

LEGEND

GROUND (TYP.)

EXISTING

3

1/4" = 1'-0"

TYPICAL CROSS SECTIONSTyp section

model:

file:

n:\


70 sr 38 bridge\0

5 cadd\c

ds\7

2904-0

70-s-br-ts

01.d

gn

2/1

4/2

020 1

2:5

6:3

2 p

m

1/4" = 1'-0"

ccarter

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILE



1593238

1593238B-40502NOT F

OR C

ONST

RUCTIO

N

DRAFT

ELECTRONIC

SCALE

13

038-33-10161

R11-2TYPE III-A BARRICADE TYPE III-B BARRICADE

R11-4

THRU TRAFFIC

TO

ROAD CLOSED

XW20-3 R11-3b

13 14 15

16 17 18

AHEAD

CLOSED

ROAD

CLOSED

ROAD

LOCAL TRAFFIC ONLY

XX MILES AHEAD

BRIDGE OUT

**

XG20-5

(DATE)

CLOSED

SR 38

NOTES

MOT SUMMARY

ITEM UNITS

EA

EA

EA

TOTALS

CONSTRUCTION SIGN, A

ROAD CLOSURE SIGN ASSEMBLY

DETOUR ROUTE MARKER ASSEMBLIES

BARRICADE, III-A

BARRICADE, III-B 24

59

15

48

MAINTAINING TRAFFIC LS

**

BY PROJECT ENGINEER IN THE FIELD)

INCLUDES 2 XG20-5 ROUTE CLOSURE NOTICE SIGNS (LOCATION TO BE DETERMINED

**

1

XM4-8

M6-3

XM4-8 XM4-8 XM4-8XM4-8

M3-2 M3-2 M3-4 M3-4M3-4

M1-5

DETOUR DETOUR DETOUR DETOURDETOUR XM4-8XM4-8 XM4-8

M3-2M3-2 M3-4

M6-1 R

DETOURDETOUR DETOUR

3 6 102 98

XM4-8

M3-2

DETOUR

7

M3-2

M6-1 L

11

XM4-8

M3-4

DETOUR

4

M6-3 M6-1 LM5-1 LM5-1 R M6-1 LM5-1 L M6-1 RM5-1 R

east east eastwest west easteasteast westwestwest

XM4-8aEND

M3-4

M6-1 R

DETOUR

12

WEST

JMRJMR

1

4

NEW CASTLE

CONSTRUCTION ZONE

BIG B

LUE

RIV

ER

SR 38

SR 38

SR 38

SR 3

US 36S

R 1

09

CDC CDC

5

1

1

1

1

3

1

3

10 6 2

7

5

9

7

5

2

2

2

2

2

2

6

10

1

1

1

1

1

1

1

2222

311111

2

12

4

1

9

1

1

1817 17

18

17

18

7

17

INDIANA

38 M1-5

INDIANA

38 M1-5

INDIANA

38 M1-5

INDIANA

38 M1-5

INDIANA

38 M1-5

INDIANA

38 M1-5

INDIANA

38 M1-5

INDIANA

38 M1-5

INDIANA

38 M1-5

INDIANA

38 M1-5

INDIANA

38 M1-5

INDIANA

38

XM4-8aEND

DETOUR

LFT

LFT

1615

15

1

2

174

2

MARKLEVILLE

EMPORIA

17

SEE STD. DWG. E 801-TCDT-01 THROUGH 04.

1. FOR ADDITIONAL MAINTENANCE OF TRAFFIC DETAILS,8

BIG

BLUE

RIVE

R

SR 38

SR 3

11

2

8

14 13

14 13

14 13

14 13

25

4 17 18

17

CONSTRUCTION ZONE

4

NTS

MAINTENANCE OF TRAFFICMot-deto

ur

model:

file:

n:\


70 sr 38 bridge\0

5 cadd\c

ds\7

2904-0

70-s-br-

mot0

1.d

gn

2/1

4/2

020 1:1

5:1

1 p

m

NTS

ccarter

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILE



1593238

1593238B-40502

ELECTRONIC

SCALE

NOT F

OR C

ONST

RUCTIO

N

DRAFT

13

038-33-10161

108+

20.2, 30.2'

Guy P

ole

+22.4, 29.5'

Guy P

ole

+26.3, 31.2' Tel. S

plice T

ub

+28.1, 31.1' Fiber

Optic Mrkr.

+34.3, 30.2' Tel. Riser

+34.3, 30.2' P

wp.

+38.3, 29.3' Tel. P

ed.

+96.9, 34.2' Fiber

Optic Mrkr.

+98.2, 33.0' Tel. S

plice T

ub

109+

42.3, 39.8'

Gas V

ent Pipe

+42.5, 38.6' Post

110+

03.6, 31.9' P

wp.

+47.5, 17.1'

Dro

p Inlet

+12.4, 17.4'

Dro

p Inlet

+17.5, 209.9' Ctrl. M

on.

+23.7, 215.8' Post

+35.3, 207.1'

Guy P

ole

+39.8, 209.7' P

wp.

+40.5, 218.0'

Guy P

ole

+49.5, 56.0'

Guy P

ole

+50.3, 57.1'

Guy P

ole

+50.7, 69.4' Tel. P

ed.

+50.9, 68.1' Tel. Riser

+50.9, 68.1' P

wp.

+51.3, 56.6'

Guy P

ole

+52.1, 56.7'

Guy P

ole

+54.8, 29.3' Bench M

ark

+55.1, 29.7' P

wp.

+70.1, 21.4' Rebar

+70.9, 67.4' Se

wer

MH

112+

86.2, 29.0' Tel. P

ed.

+89.0, 29.3' Tel. Riser

+89.0, 29.3' P

wp.

+90.4, 209.8' P

wp.

113+

01.9, 29.8'

Guy P

ole

+02.1, 30.1'

Guy P

ole

+02.3, 29.5'

Guy P

ole

+04.0, 26.9' Fiber

Optic Mrkr.

+04.2, 25.8' Tel. S

plice T

ub

+28.6, 62.6' Se

wer

MH

114+

45.4, 49.8' Rnd.

Catc

h B

asin

+55.8, 34.0'

Guy P

ole

+67.9, 33.4' Tel. Riser

+67.9, 33.4' P

wp.

114+

68.5, 44.5' Lig

ht Pole

+63.7, 41.2' Fiber

Optic Mrkr.

+62.5, 39.5' Tel. S

plice T

ub

+62.3, 40.9' Tel. P

ed.

+48.9, 54.3' Sgl. P

ost Sig

n+

41.5, 126.7' Lig

ht Pole

113+

93.2, 50.7' Sgl. P

ost Sig

n+

80.6, 69.5' Sgl. P

ost Sig

n+

80.6, 69.5' Elec.

Meter

+79.5, 79.4' Sgl. P

ost Sig

n+

73.4, 39.5' Sgl. P

ost Sig

n+

62.9, 37.4' Post

+53.9, 10.3'

Drn

g.

MH

+35.8, 69.7'

Drn

g.

MH

+24.0, 39.9' Rebar

+21.3, 67.8' Se

wer

MH

+15.0, 59.2' Sgl. P

ost Sig

n

112+

54.8, 71.6' Fire H

ydra

nt

+49.1, 42.7' Post

+28.1, 42.9' Post

111+

88.3, 29.0'

Gas S

hutoff

+88.2, 28.8'

Gas S

hutoff

+62.7, 27.6' Lig

ht Pole

+62.7, 38.6'

Guy P

ole

+61.7, 38.4'

Guy P

ole

+59.9, 27.8' P

wp.

+53.9, 23.2' Sgl. P

ost Sig

n+

53.2, 24.6' Sgl. P

ost Sig

n+

48.2, 37.9' P

wp.

+48.2, 37.9' Tel. Riser

+46.7, 38.1' Tel. P

ed.

+30.3, 48.5' P

wp.

+29.0, 32.4'

Water

Shutoff

+27.6, 59.6'

Guy P

ole

+23.8, 39.7' Rebar

+16.8, 35.1' Post

+12.3, 17.1'

Dro

p Inlet

+74.6, 0.0' Ctrl. M

on.

+47.4, 17.5'

Dro

p Inlet

+45.7, 35.8' Post

+17.5, 38.9' P

wp.

+14.4, 39.3' Sgl. P

ost Sig

n+

09.3, 32.2' Rebar

+08.2, 50.3' Sgl. P

ost Sig

n+

07.9, 21.5' Sgl. P

ost Sig

n

109+

41.9, 45.0' Post

+41.8, 37.0'

Gas V

ent Pipe

+04.8, 38.7' P

wp.

+04.8, 38.7' Tel. Riser

108+

83.7, 39.9'

Guy P

ole

+82.2, 39.3'

Guy P

ole

965

965

965

PPST

970

970

970

970

970

970

PPST

GVT

TR

GVT

PPST

PPST

FOM

FOM TR

T

STORM 20337 TOP CASTING 972.49'

INV 8" RCP SW 970.89'

CB

WV

PPST

TR

D

D

SS

SS

SS

D

D

SS

SS

SS

TRT

TR

T TR

T FOM

PPST

PPST

T

TR

PPST

FOM

TBM 401

ELEV. 974.87'

BM

975

975

975

975

975

GV GV

TBM 402

ELEV. 975.56'

BM

976.0

0

976.5

5

977.1

3

977.6

9

978.0

1

978.0

3

977.7

7

977.2

3

976.6

5

976.0

6

975.4

8

974.8

9

974.3

0

975.6

976.0

976.4

976.8

977.2

967.4

964.6

977.0

976.8

976.3

975.7

975.1

974.6

974.3

973.9

PROJECT LIMITS

BRIDGE RAILING LT.

FULL DEPTH PAVEMENTPAVING EXCEPTION TRANSITION MILLING

BRIDGE RAILING RT.

TRANSITION MILLING PAVEMENT

INCIDENTAL CONSTRUCTIONINCIDENTAL CONSTRUCTION

JMR

CDC

JMR

CDC

105+

00

HENRY TWP., HENRY COUNTY

SECTION 9, T-17-N, R-10-E

HRH PROPERTY GROUP LLC





INVESTMENTS LLC

KALPRITT ENTERPRISES LLC

ROSE CITY



LINE "A"

SR 38

L

1000

990

980

970

960

950

940

930

1000

990

980

970

960

950

940

930

105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00

EXISTING GROUND LINE

DRAIN PIPE (TYP.)

C BENT (TYP.)

2:1 SLOPE PERP. TO

LL

PROFILE GRADE LINE "A"

117+00 118+00 119+00

106+

00

107+

00

108+

00

109+

00

111+

00

112+

00

113+

00

114+

00

115+

00

116+

00

117+

00

118+

00

119+

00

110+

00

1 1 224 3 4

GUARDRAIL, END TREATMENT, OS4

GUARDRAIL, MGS W-BEAM, 6 FT 3 IN SPACING, 12.5' TOTAL LENGTH3

GUARDRAIL, MGS TRANSITION WITHOUT CURB2

CONCRETE BRIDGE RAILING TRANSITION, TFC1

LEGEND:

Q100 EL. 970.89

B AND A FARM LLC

STA. 114+33.00 LINE "A"

BEGIN TRANSITION MILLING

END FULL DEPTH

END PROJECT

STA. 114+53.00 LINE "A"

END TRANSITION MILLING

END INCIDENTAL CONSTRUCTION

25' R/W

35' R/W

TELEPHONE

EXIST. UNDERGROUND

50' R/W

35' R/W

25' R/W

25' R/W35' R/W

50' R/W

35' R/W

25' R/W

TELEPHONE

EXIST. UNDERGROUND

N 90°00'00" E

FOE 933 (EAGLES)

ROSE CITY AERIE

ELECTRIC

EXIST. OVERHEAD

SKEW: 00°00'00"

STA. 110+78.50

C STRUCTURE

SEWER

EXIST. SANITARY WATER

EXIST. UNDERGROUND

GAS

EXIST. UNDERGROUND

BIG B

LU

E RIV

ER

TELEPHONE

EXIST. UNDERGROUND

RIPRAP, TYPE 1A

ON GEOTEXTILES FOR

1'-6" REVETMENT RIPRAP

LOW STRUCTURE EL. 974.36

F EL. 962.53

EL. 966.64

CHANNEL CLEARING

V.C. = 200'

ELEV. = 978.64

PVI STA. = 110+80.00

1234 1 2 4

+33.0

0

+53.0

0

+74.0

0

+83.0

0

+78.0

0

+48.0

0

+57.1

9

+07.1

9

+67.1

7

+51.5

0

+05.5

0

+89.8

3

+49.8

1

+37.3

1

+87.3

1

+99.8

1

+49.8

1

+89.8

3

+05.5

0

+51.5

0

+67.1

7

+07.1

9

+19.6

9

+69.6

9

+1.16% -1.17%

FULL-DEPTH

25'

+39

25'

+39

35'

+81

25'

+7135'

+6250'

+78 50'

+78

35'

+94

35'

+7725'

+86

25'

+62

25'

+6225'

+86

35'

+7735'

+94

50'

+78

50'

+7835'

+6235'

+8125'

+71

GAS

EXIST. UNDERGROUND

WATER

EXIST. UNDERGROUND

SURVEY BOOK.

BE ADDED UPON COMPLETION OF

BENCHMARK INFORMATION TO

NOTE TO REVIEWER:

BENCHMARK INFORMATION:

TYPE 1A, SLOPE 4:1 (TYP.)

ON GEOTEXTILE FOR UNDERDRAIN,

AGGREGATE FOR END BENT BACKFILL

NOTE TO REVIEWER

ONCE DRAINAGE DESIGN IS COMPLETE

DITCH INFORMATION WILL BE PROVIDED

STA. 108+48.00 LINE "A"

BEGIN TRANSITION MILLING

BEGIN INCIDENTAL CONSTRUCTION

STA. 108+78.00 LINE "A"

END TRANSITION MILLING

BEGIN FULL DEPTH

BEGIN PROJECT

(TYP.)

CONSTRUCTION LIMITS

OHWM EL. 964.03

5

1" = 10'

LINE "A"PLAN & PROFILEP

lanprofile

model:

file:

n:\


70 sr 38 bridge\0

5 cadd\c

ds\7

2904-0

70-s-br-pln

01-5

0scale.d

gn

2/1

4/2

020 3:5

0:1

4 p

m

1" = 50'

jmro

drick

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILE



1593238

DRAFT

NOT F

OR C

ONST

RUCTIO

N

1593238

ELECTRONIC

B-40502

SCALE

13

038-33-10161

965

965

965

PPST

970

970

970

970

970

970

PPST

GVT

TR

GVT

PPST

PPST

FOM

FOM

RB-0

TRT

WV

RB-0

EM

TRT

T TR PPST

PPST

T

TR

PPST

FOM975

975

975

975

975

GV GV

RB-0

TBM 402

ELEV. 975.56'

BM

RB-0


INV "


STORM 21031 TOP CASTING 977.23' STORM 21177 TOP CASTING 977.25'

MON

WV

D

D

D

D

SS

SS

SS

STRUCTURE LIMITS

980

990

970

960

950

940

930930

940

950

960

970

980

990

109+00 110+00 111+00 112+00 113+00 114+00

HRH PROPERTY GROUP LLC

O XX

XX

XX

XX

XX

XX

XX

XX

CYS

CYS

CYS

CYS

CYS

CYS

CYS

CYS

FT

FT

FT

SFT

FT

FT

FT/S

CFS

SQ MI

SFT

SFT

HYDRAULIC DATA

EARTHWORK TABULATION









L

C

2:1

2:1

+05.5

0

+51.5

0

(GRAVEL)

(ASPH)

(GRASS)

(WOODS)

(GRASS)

(FIELD)

(FIELD)

(WOODS)

(GRAVEL)

(WOODS)

EXISTING LOW STRUCTURE ELEV.

MIN. LOW STRUCTURE ELEV. REQ.

EXISTING BACKWATER

EXISTING WATERWAY OPENING

BACKWATER AT Q100

Q100 ELEV.

VELOCITY

DESIGN DISCHARGE, Q100

DRAINAGE AREA

WATERWAY OPENING PROVIDED

WATERWAY OPENING REQUIRED

ENTERPRISES LLC

ROSE CITY INVESTMENTS LLC

KALPRITT

3 SPANS OF 40'-0" AND A CLEAR ROADWAY WIDTH OF 34'-10"(TO BE REMOVED)

BUILT IN 1958 WITH A DECK RECONSTRUCTION AND OVERLAY IN 1987

REINFORCED CONCRETE GIRDER BRIDGE

THE EXISTING STRUCTURE (038-33-04063 A) IS A THREE SPAN

974.36

974.36

0.68

494.8

0.72

970.89

3.94

2,821

47.48

630

630

LOW SCOUR ELEV.

SCOUR DEPTH (TOTAL)

SCOUR DEPTH (CONTRACTION)

VELOCITY AT Q500 (MAX.)

Q500 ELEV.

Q500 DISCHARGE

LOW SCOUR ELEV.

SCOUR DEPTH (TOTAL)

SCOUR DEPTH (CONTRACTION)

VELOCITY AT Q100 (MAX.)

Q100 ELEV.

Q100 DISCHARGE

FT

FT

FT

FT/S

FT

CFS

FT

FT

FT

FT/S

FT

CFS

941.98

20.55

15.75

5.88

971.29

3,808

935.81

26.72

21.92

4.98

970.89

2,821

JMR JMR

CDCCDC

EL. 970.89

Q100

GRADE, LINE "A"

PROPOSED PROFILE


F EL. 962.53

STEEL H-PILES (TYP.)

STEEL H-PILES (TYP.)

WALL PIERS ON


108+00107+00HENRY COUNTY

SR 38 OVER BIG BLUE RIVER

34'-10" CLEAR ROADWAY

SKEW: 00°00'00"

3 SPANS: 44'-0", 56'-6", 44'-0"

CONTINUOUS COMPOSITE STEEL BEAM BRIDGE

EXISTING STRUCTURE

HYDRAULIC SCOUR DATA

EL. 966.64

CHANNEL CLEARING

EL. 966.64

CHANNEL CLEARING

EL. 974.36

LOW STRUCTURE

DRAIN PIPE (TYP.)

TYPE 1A SLOPE 4:1 (TYP.)

GEOTEXTILE FOR UNDERDRAIN,

BENT BACKFILL ON 49 SYS

17 CYS AGGREGATE FOR END

V.C. = 200'

ELEV = 978.64

PVI STA. = 110+80.00

RIPRAP, TYPE 1A (TYP.)

ON GEOTEXTILES FOR

1'-6" REVETMENT RIPRAP

B AND A FARM LLC

25' R/W

35' R/W

50' R/W

35' R/W

25' R/W

25' R/W

35' R/W

50' R/W

35' R/W

25' R/W

242 SYS GEOTEXTILE FOR RIPRAP, TYPE 1A

159 TONS REVETMENT RIPRAP ON

EXIST. UNDERGROUND GAS

BIG B

LU

E RIV

ER

242 SYS GEOTEXTILE FOR RIPRAP, TYPE 1A


LINE "A"SR 38

SKEW: 00˚00'00"STA. 110+78.50

L STRUCTURE

ELECTRIC

EXIST. OVERHEAD

WATER

EXIST. UNDERGROUND

TELEPHONE

EXIST. UNDERGROUND

FOE 933 (EAGLES)

ROSE CITY AERIE

ELECTRIC

EXIST. OVERHEAD

GAS

EXIST. UNDERGROUND

SANITARY SEWER

EXIST. UNDERGROUND

SANITARY SEWER

EXIST. UNDERGROUND

GAS

EXIST. UNDERGROUND

114+

00

113+

00

112+

00

111+

00

110+

00

109+

00

108+

00

107+

00

25'

+71

25'

+3935'

+81

35'

+62

50'

+7850'

+78

35'

+94

35'

+77

25'

+86

25'

+39

25'

+71

35'

+81

35'

+62

50'

+7850'

+78

35'

+9435'

+77

25'

+86

+1.16%

EL. 964.03

OHWM

TELEPHONE

EXIST. UNDERGROUND

-1.17%

NOTE TO REVIEWER

BENCHING (ESTIMATED)

EXCAVATION UNCLASSIFIED

TOTAL WATERWAY EXCAVATION

BORROW

SURPLUS FOUNDATION EXCAVATION (70%)

USABLE WATERWAY EXCAVATION (70%)

COMMON EXCAVATION

FILL + 20%

COMPLETED AT STAGE 3

EARTHWORK TABULATION TO BE

(TYP.)

CONSTRUCTION LIMITS

RIPRAP, TYPE 1A

79 SYS GEOTEXTILE FOR


RIPRAP, TYPE 1A

79 SYS GEOTEXTILE FOR


EXIST. UNDERGROUND WATER

6

1" = 10'-0"

LAYOUTLayout 01

model:

file:\\in

dw

00\2

89projects\7


70 sr 38 bridge\0

5 cadd\c

ds\7

2904-0

70-s-br-la

y01.d

gn

2/1

4/2

020 3:5

0:5

8 p

m

1" = 30'-0"

jmro

drick

Documents

FUNCTIONAL CLASSIFICATION MINOR ARTERIAL ... Plans 1593238 for...MINOR ARTERIAL URBAN SR 38 BRIDGE PLANS PROJECT NO. 1593238 (P.E., CONST., R/W) BIG BLUE RIVER 7,887 HENRY COUNTY HUC: