ROAD PLANS

DESIGNATION

SHEETS

PROJECT

SURVEY BOOK

CONTRACT

of

APPROVED

FOR LETTING:

DATE

PHONE NUMBER

PLANS

PREPARED BY:

DATE

CERTIFIED BY:

INDIANA DEPARTMENT OF TRANSPORTATION

PROJECT LOCATION SHOWN BY

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.

%

( )

( )

( )

A.A.D.T.

D.H.V.

%

%

M.P.H.

DESIGN DATA

TRAFFIC DATA

SCALE: N/A

(t) 317.841.4799 (f) 317.841.4790Indianapolis, Indiana 46256

Suite 1607321 Shadeland Station

18

CITY OF BLOOMINGTON

LOCATION MAP

MONROE COUNTY

10TH STREET PEDESTRIAN IMPROVEMENT PROJECT

FROM SMITH ROAD TO DECKARD DRIVE

CITY OF BLOOMINGTON, MONROE COUNTY, INDIANA

BEGIN PROJECT

STA. 51+21.84 "B"

END PROJECT

STA. 58+49.07 "B"

1

SHREWSBERRY AND ASSOCIATES 317.841.4799

Brian Ball

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08/30/17

REVISIONS

UTILITIESGENERAL NOTES

REVISEDDATESHEET NO.

SMITHVILLE TELEPHONE COMPANY, INC

PO BOX 728

1600 W. TEMPERANCE ST.

ELLETSVILLE, IN 47429

JOE BRYNIARSKI

(812) 320-9317

JBRYNIARSKI@SMITHVILLE.COM

VECTREN - BLOOMINGTON

1 N. MAIN ST.

EVANSVILLE, IN 47711

JODY CHAPMAN

JWCHAPMAN@VECTREN.COM

AT&T DISTRIBUTION

5858 N. COLLEGE AVE.

INDIANAPOLIS, IN 46220

TODD MOORE

(812) 334-4718

TM1925@ATT.COM

AT&T TRANSMISSION

301 WHALEY ST. RM403

LONGVIEW, TX 75601

LLOYD MAGOWN

(903) 753-3145

LMAGOWN@ATT.COM

CITY OF BLOOMINGTON UTILITIES

600 E. MILLER DR.

BLOOMINGTON, IN 47402

GREG NETTETON

(812) 349-3625

COMCAST CENTRAL (BLOOMINGTON)

1151 W. 2ND ST.

BLOOMINGTON, IN 47403

(812) 332-0131 x321

DUKE ENERGY

390 N MAIN ST.

MARTINSVILLE, IN 46151

DAWN MCDANIEL

(812) 385-1636

DAWN.MCDANIEL@DUKE-ENERGY.COM

DUKE ENERGY TELECOM

TOM JACKSON

(704) 382-3375

T.JACKSON@DUKE-ENERGY.COM

1. CONTRACTOR TO ADHERE TO THE LATEST SET OF INDOT STANDARDS AND SPECIFICATIONS.

2. SEE CURRENT INDOT STANDARD DRAWINGS FOR DETAILS.

3. CONTRACTOR TO COORDINATE WITH HOA FOR LOCATION OF EXISTING IRRIGATION LINES PRIOR TO

CONSTRUCTION.

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CONTRACT

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

DESIGN ENGINEER DATE

RECOMMENDED

FOR APPROVAL

BRIDGE FILE

DESIGNATION

SHEETS

of

PROJECT

N/A

N/A

N/A

N/A

N/A

CITY OF BLOOMINGTON

10TH STREET PEDESTRIAN IMPROVEMENTS

18

BAB BAB

RLGRLG

08/30/17

N/A

INDEX AND GENERAL NOTES

2

INDEX

SHEET NO. DESCRIPTION

1

TITLE SHEET

2

INDEX

3

TYPICAL SECTIONS

4

TOPOGRAPHIC SURVEY

5

LOCATION CONTROL ROUTE SURVEY

6

EROSION CONTROL PLAN

7

MAINTENANCE OF TRAFFIC

8

MAINTENANCE OF TRAFFIC - SIGNAGE

9

STORM PLAN AND PROFILE

10

CONSTRUCTION DETAILS

11

SCHOOL FLASHER LAYOUT

12

SIGNAGE

13

CURB RAMP DETAILS

14

CURB RAMP DETAILS

15

STRUCTURE DATA TABLE

16

CROSS SECTIONS

17

CROSS SECTIONS

18

CROSS SECTIONS

Existing Ground

10TH STREET SIDEWALK TYPICAL SECTION

STA. 51+40 "B" TO STA. 51+79 "B"

STA. 53+42 "B" TO STA. 54+81 "B"

10TH STREET TYPICAL SECTION AT MEDIAN

STA. 55+21 "B" TO STA. 55+91

Existing Ground

Existing Ground

15

F

27

27

14Saw Cut

Existing Ground

Saw Cut

Saw Cut

Exist. Travel Lane

Line "B"

2Varies

Median

Line "B"

2'Varies

Exist. Travel Lane(s) SidewalkGrass Buffer

VARIES 2'-7'

2' Offset

2' Offset

Varies Varies

Varies 10'

*

16STA. 53+39.56 "B" TO STA. 53+99.56 "B"

6" SHOULDER

V

A

R

I

E

S

3

:

1

M

I

N

.

10TH STREET SIDEWALK TYPICAL SECTION

STA. 51+79 "B" TO STA. 53+42 "B"

Existing Ground

Existing Ground

15

F

27

27

Saw Cut

2'Varies

Exist. Travel Lane(s) SidewalkGrass Buffer

VARIES 2'-7'Varies 10'

*

16STA. 53+65.00 "B" TO STA. 53+85 "B"

6" SHOULDER

V

A

R

I

E

S

4'

VARIES VARIES

V

A

R

I

E

S

2

:

1

2

:

1

28

*

*

Existing

R/W

V

A

R

I

E

S

3

:

1

M

I

N

.

Existing

R/W

B

2'

B

2'

B

B

*

F1STA. 53+59.00 "B" TO STA. 53+79 "B"

*

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CONTRACT

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

DESIGN ENGINEER DATE

RECOMMENDED

FOR APPROVAL

BRIDGE FILE

DESIGNATION

SHEETS

of

PROJECT

N/A

N/A

N/A

N/A

N/A

CITY OF BLOOMINGTON

10TH STREET PEDESTRIAN IMPROVEMENTS

18

BAB BAB

RLGRLG

08/30/17

1:5

TYPICAL SECTIONS

3

CONCRETE CURB AND GUTTER (MOUNTABLE)

HMA FOR APPROACHESD

F

16

A1 PCCP 4" ON 6" COMPACTED AGGREGATE, NO. 53, BASE

14 CONCRETE CENTER CURB, TYPE D

46 4 IN. SOLID WHITE THERMOPLASTIC LINE

47 4 IN. SOLID YELLOW THERMOPLASTIC LINE

38 TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, WHITE, 24 IN.

28 PAVED SIDE DITCH, TYPE B

B165lb/syd HMA Surface 9.5 mm., on

275lb/syd HMA Intermediate 19.0 mm, on

440lb/syd HMA Base 25.0 mm, on

330lb/syd HMA Base 19.0 mm

RMill and Resurface 1-1/2"

QC/QA-HMA, 3, 64, SURFACE, 9.5 mm

CONCRETE CURB AND GUTTER (BARRIER)15

F1 CONCRETE SIDEWALK, 6" THICKNESS

ON 4" COMPACTED AGGREGATE, NO. 53

CONCRETE SIDEWALK, 4" THICKNESS

ON 4" COMPACTED AGGREGATE, NO. 53

48

51 PAVEMENT MESSAGE MARKING, THERMOPLASTIC, DIRECTIONAL ARROW

27 SOD

49

8 IN. SOLID YELLOW THERMOPLASTIC LINE

12 IN. SOLID YELLOW THERMOPLASTIC LINE

50

24 IN. SOLID WHITE THERMOPLASTIC LINE

47+00

48+00

49+00

50+00

51+00

52+00

53+00

54+00

S 45°32'44" E 300.00'

47+00

48+00

49+00

50+00

51+00

52+00

53+00

54+00

55+00

56+00

57+00

N 67°23'35" W 200.00'

S 66°49'45" E 65.30'

S 78°47'53" W 89.51'

S 24°

23'3

8" W

280

.64'

P.T. 46+00.05 LINE "B"

#49 EQUATION

P.C. 46+89.56 LINE "B" =

P.C. 46+89.56 LINE "PR-1" =

P.O.T. 46+89.56 LINE "A"

P.C. 48+17.39 LINE "A"

P.T. 51+52.10 LINE "A"

#48 EQUATION

P.T. 52+58.56 LINE "B" =

P.T.52+58.56 LINE "PR-1"

EQUATION

P.O.C. 51+21.84 LINE "B"=

P.O.C. 51+21.84 LINE "PR-1" =

P.O.T. 5+00.00"PR-2"

N 21

°53'

53" E

120

.07'

EQUATION

P.O.T. 54+93.88 LINE "B" =

P.O.T. 50+00.00 LINE "S-3-B"

EQUATION

P.I. 54+97.60 LINE "B" =

P.O.T. 50+00.00 LINE "S-4-B"

P.O.T. 48+00.00 LINE "S-4-B"

P.O.T. 51+80.00 LINE "S-3-B"

P.O.T. 2+00.00 LINE "PR-2"

HARRY D. AND DONNA K. CARSOND.R. 170, PG. 251

STONE BELT COUNCIL FOR RETARDED CITIZENSD.R. 400, PG. 610

LOT 45 EASTERN HEIGHTS ADDITION

KENNETH L. BEATTY, BARBARA J.BEATTY AND KEVIN L. BEATTYINSTRUMENT #2014005807

LOT 17 EASTERN HEIGHTS ADDITION

EASTSIDE INVESTMENTS, LLCINSTRUMENT #2001003574

TAMARRON - PHASE IIPLAT CABINET "C", PG. 107

TAMARRON - PHASE II -SECTION THREE

PLAT CABINET "C", PG. 284

P.I. 50+00.00 LINE "B" =

P.I. 50+00.00 LINE "PR-1" =

P.I. 50+00.00 LINE "A"

LINE

"B"

LINE "PR-2" N. SMITH ROAD

LINE "S-4-B"TAMARRON DRIVE

LINE "S-3-B"DECKARD DRIVE

S 01

°12'

01" E

252

8.11

'

#36 -

5

8

" REBAR FOUND

N.E. CORNER

SECTION 35, T9N, R1W

#5 - BOAT SPIKE FOUND

S.E. CORNER N.E.1/4,

SECTION 35, T9N, R1W"A" ENIL

"1-RP" DNA "B" ENIL

MB

MB

R/WMon.

N 21

°53'

53" E

120

.07'

RIGHT OF WAY LINE PERTAMARRON PHASE II PLAT

RIGHT OF WAY LINE PERINDOT PROJ. #ST-X465(D)

RIGHT OF WAY LINE PERTAMARRON PHASE II PLAT

APP. R/W

W/R

APP. R/W

APP.

R/W

APP.

R/W

APP.

R/W

RIGHT OF WAY LINE PERTAMARRON PHASE II PLAT

#1-

5

8

" REBAR W/ BRCJ WITNESS CAP

52+14.16 LINE "B", 54.12' L

ETTER, CHRISTOPHER &HICKS, EVA

LOT 16 EASTERN HEIGHTSADDITION

H2O

H2O

H2O

H2O

H2O

ST

EMPH

PV

GAS

GAS

OHW OHW OHW OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

ST

SA

SA

ST ST ST

GAS

GAS

GAS

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

ST ST ST

TBM

TEMPORARY BENCHMARKS

TBM2TBM3 55+49.572

53+55.94155+24.758 R33.592'

R30.863'L35.082' 1430314.184

1430109.4141430263.222 3123241.141

3123175.1363123188.847

EastingNorthingOffsetStationElevationPoint#TBM1 835.43

821.86833.54

NOTES

THIS TOPOGRAPHIC SURVEY WAS PERFORMED WHILE MILLING AND SURFACING WERE BEING

COMPLETED ALONG STATE ROAD 45 AND NORTH SMITH RD.

LEGEND:

PARKING BLOCKPROP. TANK TV RISER-BOX

ELEC. RISER-BOX

PHONE RISER-BOX

GAS RISER-BOXGas

Elec.Box

TVRsr.

Rsr.Tel.

SPRINKLER

SPR. HOOKUP

CHILLED WATER LINECH.WAT.

H2O EXISTING WATER LINE

SAN SEWER LINESTORM SEWER LINEUNDER TELEPHONE

OVERHEAD WIRESUNDER ELEC.GAS LINE

SAN

ST

UT

GAS

UGE

OHW

BIRD FEEDERMAILBOX

GAS METER

ELEC. METER

SHRUB

CONIF. TREE

DECID. TREE

PHONE BOOTH

PHONE VAULTELEC. VAULT

FENCEGUARDRAIL

SIGNR.O.W. MON.MONITORING WELLBOLLARDBORE HOLEDOWNSPOUTGATE POSTPOLEPARKING METER

T-POSTWOOD POSTPARKING SPACES

SPIGOT

AC UNITVALVE VAULTSTEAM VAULT

TRANSFORMER

RECORDED B&DMEASURED B&DCALCULATED B&DPROPORTIONAL DIST.ABOVE GROUNDBELOW GROUND

WM

FD RR SPIKE

SET MAG NAIL

FD STONESET RR SPIKE

FD PIPESET NAILFD NAIL

FD MAG NAILSET REBARFD REBARSET HUB/TACKSET HARRISON MON.FD HARRISON MON.SET DRILL HOLESET CHISELED XFD CHISELED XFD COT GIN SPDLEFD BRASS DISKFD AXLE

CLEANOUT

GAS VALVE

WATER VALVE

FIRE HYDRANT

ELECTRIC MH

STEAM MH

PHONE MH

WATER MH

SIGNAL MH

STORM MH

SANITARY MH

MANHOLE

CURB INLET

CATCH BASIN

GUY WIRE

UTILITY POLE

LIGHT POLE

SIGNAL POLE

GV

BF

BHDS

E

EV

X

SH

GM

MB

PH

PMTRP

PT

PV

X

H T

S

STV

TW

B.G.A.G.

(PROP)(C)(M)(R)

ACVV

T4

B

R/WMon.

X X

SP

FH

CO

EM

STE

PH

SG

ST

SA

MH

YARD LIGHT

G

POST

ALIGNMENT MONUMENTS AND CALCULATED POINTS REFERENCED TO LINES B AND PR-1

Point# Description Station Offset Northing Easting1 5/8" REBAR W/ BRCJ CAP 52+14.163 L54.122' 1430014.07000 3123043.540005 BOATSPIKE 50+91.574 R486.621' 1429583.25600 3123406.6830048 FMON 1" PIN 52+58.336 L0.032' 1430030.37331 3123110.0671949 FMON 1" PIN 46+89.560 L0.000' 1429682.21574 3122689.8692550 5/8" REBAR W/ USI CAP 59+26.074 L17.750' 1430655.07585 3123338.1188251 5/8" REBAR W/ USI CAP 50+75.747 R50.626' 1429841.93284 3123054.99784

HORIZONTAL DATUM BASED ON U.S. SURVEY FEET NAD83 INDIANA WEST ZONE

NOTE: COORDINATES PROVIDED TO 5 DECIMAL PLACES FOR CALCULATION PURPOSES, NOT AN INDICATION OF ACTUALACCURACY.

#1 819.65 52+14.163 L54.122' 1430014.070 3123043.540

VERTICAL DATUM BASED ON NAVD88 (PER OPUS OBSERVATION ON POINT #1

TEMPORARY BENCHMARK

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CONTRACT

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

DESIGN ENGINEER DATE

RECOMMENDED

FOR APPROVAL

BRIDGE FILE

DESIGNATION

SHEETS

of

PROJECT

N/A

N/A

N/A

N/A

N/A

CITY OF BLOOMINGTON

10TH STREET PEDESTRIAN IMPROVEMENTS

18

BAB BAB

RLGRLG

08/30/17

1" = 50'

TOPOGRAPHIC SURVEY

4

47+00

48+00

49+00

50+00

51+00

52+00

53+00

54+00

S 45°32'44" E 300.00'

47+00

48+00

49+00

50+00

51+00

52+00

53+00

54+00

55+00

56+00

57+00

N 67°23'35" W 200.00'

S 66°49'45" E 65.30'

S 78°47'53" W 89.51'

S 24°

23'3

8" W

280

.64'

#49 EQUATION

P.C. 46+89.56 LINE "B" =

P.C. 46+89.56 LINE "PR-1" =

P.O.T. 46+89.56 LINE "A"

P.C. 48+17.39 LINE "A"

P.T. 51+52.10 LINE "A"

#48 EQUATION

P.T. 52+58.56 LINE "B" =

P.T.52+58.56 LINE "PR-1"

EQUATION

P.O.C. 51+21.84 LINE "B"=

P.O.C. 51+21.84 LINE "PR-1" =

P.O.T. 5+00.00"PR-2"

N 21

°53'

53" E

120

.07'

EQUATION

P.O.T. 54+93.88 LINE "B" =

P.O.T. 50+00.00 LINE "S-3-B"

EQUATION

P.I. 54+97.60 LINE "B" =

P.O.T. 50+00.00 LINE "S-4-B"

P.O.T. 48+00.00 LINE "S-4-B"

P.O.T. 51+80.00 LINE "S-3-B"

P.O.T. 2+00.00 LINE "PR-2"

HARRY D. AND DONNA K. CARSOND.R. 170, PG. 251

STONE BELT COUNCIL FOR RETARDED CITIZENSD.R. 400, PG. 610

LOT 45 EASTERN HEIGHTS ADDITION

KENNETH L. BEATTY, BARBARA J.BEATTY AND KEVIN L. BEATTYINSTRUMENT #2014005807

LOT 17 EASTERN HEIGHTS ADDITION

EASTSIDE INVESTMENTS, LLCINSTRUMENT #2001003574

TAMARRON - PHASE IIPLAT CABINET "C", PG. 107

TAMARRON - PHASE II -SECTION THREE

PLAT CABINET "C", PG. 284

P.I. 50+00.00 LINE "B" =

P.I. 50+00.00 LINE "PR-1" =

P.I. 50+00.00 LINE "A"

LINE

"B"

LINE "PR-2" N. SMITH ROAD

LINE "S-4-B"TAMARRON DRIVE

LINE "S-3-B"DECKARD DRIVE

S 01

°12'

01" E

252

8.11

'

#36 -

5

8

" REBAR FOUND

N.E. CORNER

SECTION 35, T9N, R1W

#5 - BOAT SPIKE FOUND

S.E. CORNER N.E.1/4,

SECTION 35, T9N, R1W"A" ENIL

"1-RP" DNA "B" ENIL

R/WMon.

N 21

°53'

53" E

120

.07'

RIGHT OF WAY LINE PERTAMARRON PHASE II PLAT

RIGHT OF WAY LINE PERINDOT PROJ. #ST-X465(D)

RIGHT OF WAY LINE PERTAMARRON PHASE II PLAT

APP. R/W

W/R

APP. R/W

APP.

R/W

APP.

R/W

APP.

R/W

RIGHT OF WAY LINE PERTAMARRON PHASE II PLAT

#1-

5

8

" REBAR W/ BRCJ WITNESS CAP

52+14.16 LINE "B", 54.12' L

ETTER, CHRISTOPHER &HICKS, EVA

LOT 16 EASTERN HEIGHTSADDITION

SA

SA

#49 EQUATION

P.C. 46+89.56 LINE "B" =

P.C. 46+89.56 LINE "PR-1" =

P.O.T. 46+89.56 LINE "A"

A

Z

2

2

2

°

2

1

'

7

1

.

7

7

'

A

Z

2

0

7

°

3

4

'

5

7

.

2

8

'

AZ160°32'

18.99'

LINE "PR-2" N. SMITH ROAD

#51

AZ268°17'

111.94'

AZ

176°30'

63.79'

A

Z

1

3

7

°

4

2

'

8

7

.

6

3

'

"B" ENIL

#48 EQUATION

P.T. 52+58.56 LINE "B" =

P.T.52+58.56 LINE "PR-1"

AZ

181°44' 127.89'

AZ

3°50' 178.57'

A

Z

5

6

°

2

1

'

1

5

1

.

4

2

'

LINE

"B"

MB

AZ04°08'22"

27.62'

AZ08°18'02"

27.16'

AZ

85°4

0'2

0"

38.9

1'

#50

#5 - BOAT SPIKE FOUND

S.E. CORNER N.E.1/4,

SECTION 35, T9N, R1W

AZ327°29'18"

35.03'

AZ307°40'47"

40.21'

SA

5

8

" REBAR FOUND

N.E. CORNER

SECTION 35, T9N, R1W

A

Z

4

0

°

2

7

.

6

4

'

AZ87°

17.96'

A

Z

1

4

6

°

3

2

.

5

1

'

36 58" REBAR WITH CAP FOUND

48 INDOT Type "A" Monument

49 INDOT Type "A" Monument

50 58" REBAR WITH CAP FOUND

51 58" REBAR WITH CAP FOUND

5 BOATSPIKE FOUND

N.E. CORNER SECTION 35, T9N, R1WS.E. COR. N.E.1/4, SEC. 35, T9N, R1W

O.P.O.T. 50+75.86, 50.60'R LINE "B"

O.P.O.T. 59+25.81, 17.72'L LINE "B"

P.C. 46+89.56 LINE "B"

P.T. 52+58.56 LINE "B"

BUILDING

CORNER

CUT "X" IN

TOP GUARDRAIL

BUILDING CORNER

BUILDING

CORNER

BUILDING

CORNER

CUT "X" IN

TOP GUARDRAIL

R/WMon.

BUILDING

CORNER

CORNER OF

BRICK PILLAR

MAILBOX

HOSPITAL

SIGN

40 MPH SIGN

BEEHIVE INLET

SAN. SEWER M.H.

MAG NAIL

SE SIDE

6" MAPLE

MAG NAIL

NW SIDE

12" MAPLE

MAG NAIL

NW SIDE

26" POPLAR

ALIGNMENT MONUMENTS AND CALCULATED POINTS REFERENCED TO LINES B AND PR-1

Point# Description Station Offset Northing Easting1 5/8" REBAR W/ BRCJ CAP 52+14.163 L54.122' 1430014.07000 3123043.540005 BOATSPIKE 50+91.574 R486.621' 1429583.25600 3123406.6830048 FMON 1" PIN 52+58.336 L0.000' 1430030.37331 3123110.0671949 FMON 1" PIN 46+89.560 L0.000' 1429682.21574 3122689.8692550 5/8" REBAR W/ USI CAP 59+26.074 L17.750' 1430655.07585 3123338.1188251 5/8" REBAR W/ USI CAP 50+75.747 R50.626' 1429841.93284 3123054.99784

Station Northing Easting Bearing Distance Radius Length PI Station Tangent Arc Length Delta Angle Degree of Curve Chord Length Chord Bearing46+00.05000 1429664.82685 3122602.06455

N 78°47'53" E 89.51000'46+89.56000 1429682.21574 3122689.86925

572.95780' 50+00.00361 310.44361' 569.00000' 56°54'00" 10°00'00" 545.90464' N 50°20'53" E52+58.56000 1430030.56959 3123110.18042

N 21°53'53" E 239.04000'54+97.60000 1430252.36258 3123199.33192

N 24°23'38" E 280.64000'57+78.24000 1430507.94892 3123315.23890

N 15°41'10" E 297.75000'60+75.99000 1430794.61000 3123395.74041

HORIZONTAL DATUM BASED ON U.S. SURVEY FEET NAD83 INDIANA WEST ZONE

INVERSE REPORT OF S.R. 45 - "B" AND "PR-1" ALIGNMENTS ESTABLISHED THIS SURVEY

NOTE: COORDINATES PROVIDED TO 5 DECIMAL PLACES FOR CALCULATION PURPOSES, NOT ANINDICATION OF ACTUAL ACCURACY.

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CONTRACT

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

DESIGN ENGINEER DATE

RECOMMENDED

FOR APPROVAL

BRIDGE FILE

DESIGNATION

SHEETS

of

PROJECT

N/A

N/A

N/A

N/A

N/A

CITY OF BLOOMINGTON

10TH STREET PEDESTRIAN IMPROVEMENTS

18

BAB BAB

RLGRLG

08/30/17

1" = 50'

LOCATION CONTROL ROUTE SURVEY

5

P.C. Sta. 50+65.30 "S-3-B"

N

.

S

m

i

t

h

R

d

E. 10th St.

E. D

eckard D

r.

E. Tam

arron D

r.

Line "PR-2"

Line "B"

Line "S-3-B"

Line "S-4-B"

MB

MB

TBM1

TBM3

TBM2

810

810

815

810

815

820

825

825

830

830

820

STONE BELT COUNCIL FOR RETARDED

CITIZENS

D.R. 400, PG. 610

LOT 45 EASTERN HEIGHTS ADDITION

KENNETH L. BEATTY, BARBARA J. BEATTY AND KEVIN

L. BEATTY

INSTRUMENT #2014005807

LOT 17 EASTERN HEIGHTS ADDITION

TAMARRON - PHASE II

PLAT CABINET "C", PG. 107

TAMARRON - PHASE II - SECTION THREE

PLAT CABINET "C", PG. 284

A

P

P

. R

/W

APP. R/W

A

P

P

.

R

/

W

APP. R/W

APP. R/W

APP. R/W

APP. R/W

P

/

L

P

/L

SF

SF

SF

SF

SF

SF

CD

APP. R

/W

CONST. LIMITS

CONST. LIMITS

CD

P.I. Sta. 54+97.60 "B"

No Curve Run

P.O.T. Sta. 54+93.88 "B" =

P.O.T. Sta. 50+00.00 "S-3-B"

P.I. Sta. 54+97.60 "B" =

P.O.T. Sta. 50+00.00 "S-4-B"

BEGIN PROJECT P.O.C. Sta. 51+21.84 "B" =

P.O.T. Sta. 5+00.00 "PR-2"

P.T. Sta. 52+58.56 "B"

P.O.T.. Sta. 54+97.60 "B" =

P.O.T. Sta. 50+00.00 "S-4-B"

55

54

53

52

56

57

51

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CONTRACT

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

DESIGN ENGINEER DATE

RECOMMENDED

FOR APPROVAL

BRIDGE FILE

DESIGNATION

SHEETS

of

PROJECT

N/A

N/A

N/A

N/A

N/A

CITY OF BLOOMINGTON

10TH STREET PEDESTRIAN IMPROVEMENTS

18

BAB BAB

RLGRLG

08/30/17

S35 T9N R1W

BLOOMINGTON TWP.

MONROE COUNTY

SF

NOTE:

ALL STATIONING REFERENCED TO Line "B" UNLESS OTHERWISE NOTED

1" = 20'

EROSION CONTROL PLAN

6

SILT FENCE - SEE INDOT STANDARD

DRAWING E 205-TECP-02

CD

TEMPORARY CHECK DAM - SEE INDOT

STANDARD DRAWING E 205-TECD-02

N

.

S

m

i

t

h

R

d

E. 10th St.

E. D

eckard D

r.

E. Tam

arron D

r.

E. 10th Street

Line "PR-2"

Line "B"

Line "S-3-B"

Line "S-4-B"

10'

MIN.

10'

MIN.

1

0

'

M

I

N

.

10'

MIN

.

+93.39

31.00' Lt.

+72.40

83.76' Lt.

+20.83

92.79' Lt.

+04.65

31.88' Lt.

+51.80

28.58' Lt.

R

2

5

'

+14.44

68.98' Lt.

+80.08

56.67' Lt.

+55.05

30.96' Lt.

R

2

5

'

+80.64

3.03' Lt.

+10.61

67.42' Rt.

+83.55

64.93' Rt.

+05.36

41.30' Rt.

+26.89

1.06' Lt.

+83.64

23.73' Rt.

+58.84

0.82' Lt.

+17.03

137.98' Rt.

+25.70

57.34' Rt.

+64.82

0.46' Lt.

20' SPACING

(TYP.)

6

'

S

P

A

C

I

N

G

R

A

D

I

(

T

Y

P

.

)

R

6

5

'

10'

MIN

.

10'

MIN

.

R

2

4

.

1

7

'

R

2

3

.

2

2

'

+28.40

13.36' Lt.

+58.90

12.32' Lt.

+72.16

9.35' Rt.

+20.71

12.54' Lt.

+49.15

2.11' Lt.

4SW

4SW

4SW

4SW

REMOVE 310 LF OF

PAVEMENT

MARKINGS

4SY

4SY

4SYR

4SYR

4SYR

4SYR

1' SH

OU

LD

ER

10'

MIN

.

1' SH

OU

LD

ER

1' SH

OU

LD

ER

1' SH

OU

LD

ER

55

54

53

52

56

57

58

59

51

50

N

.

S

m

i

t

h

R

d

E. 10th St.

E. D

eckard D

r.

E. Tam

arron D

r.

E. 10th Street

Line "PR-2"

Line "B"

Line "S-3-B"

Line "S-4-B"

+16.24

2.44' Rt.

+15.29

22.12' Lt.

+88.30

1.78' Lt.

10'

MIN

.

10'

MIN

.

+94.33

0.07' Rt.

+07.91

2.24' Lt.

20'

SPACIN

G

(TYP.)

4SY

4SY

1' SH

OU

LD

ER

1' SH

OU

LD

ER

55

54

53

52

56

57

58

59

51

50

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None

CONTRACT

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

DESIGN ENGINEER DATE

RECOMMENDED

FOR APPROVAL

BRIDGE FILE

DESIGNATION

SHEETS

of

PROJECT

N/A

N/A

N/A

N/A

N/A

CITY OF BLOOMINGTON

10TH STREET PEDESTRIAN IMPROVEMENTS

18

BAB BAB

RLGRLG

08/30/17

NOTE:

ALL STATIONING REFERENCED TO Line "B" UNLESS OTHERWISE NOTED

1" = 30'

MAINTENANCE OF TRAFFIC

7

4SW

TEMPORARY PAVEMENT MARKING, WHITE, 4"

STANDARD DRUM

WORK AREA

MAINTENANCE OF TRAFFIC - PHASE 1

MAINTENANCE OF TRAFFIC - PHASE 2

NOTES:

1. ALL SIGNS AND BARRICADES TO BE PLACED IN ACCORDANCE WITH THE LATEST

EDITION OF THE INDIANA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

2. DURING WORK IN, ADJACENT TO, OR CROSSING ROADS, THE CONTRACTOR SHALL

MAINTAIN AT LEAST ONE OPEN LANE OF TRAFFIC AT ALL TIMES. DURING

WORKING HOURS THE CONTRACTOR SHALL MAINTAIN, AT HIS OWN EXPENSE,

ANY TRAFFIC CONES, WARNING LIGHTS, BARRICADES, AND FLAGMEN NECESSARY.

DURING NON-WORKING HOURS THE TRAVELLING PUBLIC SHALL BE PROTECTED

FROM ANY EXCAVATIONS THAT REMAIN DURING NON-WORKING HOURS WITH

STEEL PLATES AND APPROPRIATE WARNING SIGNAGE.

3. CONTRACTOR SHALL REMOVE ALL CONFLICTING MARKINGS.

4. SEE UNIQUE SPECIAL PROVISIONS FOR MAINTENANCE OF TRAFFIC DURING

MANHOLE INSTALLTIONS.

4SY

TEMPORARY PAVEMENT MARKING, YELLOW, 4"

4SYR

PAVEMENT MARKING, YELLOW, 4", REMOVE

7

5

0

'

5

0

0

'

2

0

0

'

3

0

0

'

7

5

0

'

5

0

0

'

5

0

0

'

3

2

2

1

21

2

3

1

2

1

1

4

4

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None

CONTRACT

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

DESIGN ENGINEER DATE

RECOMMENDED

FOR APPROVAL

BRIDGE FILE

DESIGNATION

SHEETS

of

PROJECT

N/A

N/A

N/A

N/A

N/A

CITY OF BLOOMINGTON

10TH STREET PEDESTRIAN IMPROVEMENTS

18

BAB BAB

RLGRLG

08/30/17

1" = 200'

MAINTENANCE OF TRAFFIC - SIGNAGE

8

LEGEND:

MAINTENANCE OF TRAFFIC - SIGNAGE

XW20-1

36"x36"

CONSTRUCTION SIGN

TRAFFIC SIGN CALLOUT

WORK ZONE

1

AHEAD

CONSTRUCTION1

CONSTRUCTION

END

XG20-2

60"x24"

2

ROAD

XW2-6-A

78"x42"

3

NARROWS

ROAD

XW5-1

36"x36"

4

MAX 6 YRS

SPEEDING

MAX $1000

RECKLESS DRIVING

MB

MB

TBM1

TBM3

TBM2

810

810

815

810

815

820

825

825

830

830

820

P.C. Sta. 50+65.30 "S-3-B"

N

.

S

m

i

t

h

R

d

E. 10th St.

E. D

eckard D

r.

E. Tam

arron D

r.

Line "PR-2"

Line "B"

Line "S-3-B"

Line "S-4-B"

P.I. Sta. 54+97.60 "B"

No Curve Run

P.O.T. Sta. 54+93.88 "B" =

P.O.T. Sta. 50+00.00 "S-3-B"

P.I. Sta. 54+97.60 "B" =

P.O.T. Sta. 50+00.00 "S-4-B"

BEGIN PROJECT P.O.C. Sta. 51+21.84 "B" =

P.O.T. Sta. 5+00.00 "PR-2"

P.T. Sta. 52+58.56 "B"

P.O.T.. Sta. 54+97.60 "B" =

P.O.T. Sta. 50+00.00 "S-4-B"

STONE BELT COUNCIL FOR RETARDED

CITIZENS

D.R. 400, PG. 610

LOT 45 EASTERN HEIGHTS ADDITION

KENNETH L. BEATTY, BARBARA J. BEATTY AND KEVIN

L. BEATTY

INSTRUMENT #2014005807

LOT 17 EASTERN HEIGHTS ADDITION

TAMARRON - PHASE II

PLAT CABINET "C", PG. 107

TAMARRON - PHASE II - SECTION THREE

PLAT CABINET "C", PG. 284

A

P

P

. R

/W

APP. R/W

A

P

P

.

R

/

W

APP. R/W

APP. R/W

APP. R/W

APP. R/W

P

/

L

P

/L

CONTRACTOR TO REGRADE

EXIST. DITCH (4:1 MAX.)

CONNECT TO EXIST.

CONC. DITCHCONTRACTOR TO

REMOVE 672 SFT OF

EX. CONC. DITCH

P/L

STR. NO. 1+88

CONC. END SECTION

STR. NO. 2+28

STORM MANHOLE

148' OF 15" RCP REQ'D.

STR. NO. 3+00

STORM MANHOLE

68' OF 15" RCP REQ'D.

STR. NO. 5+49

STORM MANHOLE

14' OF 15" RCP REQ'D.

STR. NO. 6+60

END SECTION

9' OF 15" RCP REQ'D.

STR. NO. 8+00

CURB INLET

5' OF 12" RCP REQ'D.

STR. NO. 7+28

CURB INLET

6' OF 12" RCP REQ'D.

STR. NO. 4+48

STORM MANHOLE

145' OF 15" RCP REQ'D.

PAVED SIDE DITCH,

TYPE B

A

P

P

.

6

'

U

.

E

.

PHB (BY OTHERS)

PHB (BY OTHERS)

55

54

53

52

56

57

51

805

810

815

820

825

830

835

840

STR. N

O. 2 (48"

∅ O

UTSID

E D

RO

P M

H)

STA: 53+

28.41, 5.89 Rt.

TC: 820.17

IN

V. IN

813.58 15" (N

E)

IN

V. IN

816.00 12" (SE)

IN

V. O

UT 808.75 15" (S)

STR. N

O. 3 (48"

∅ M

H)

STA: 53+

99.82, 6.70 Rt.

TC: 824.14

IN

V. IN

817.61 15" (N

E)

IN

V. IN

819.00 12" (SE)

IN

V. O

UT 817.51 15" (SW

)

STR. N

O. 4 (48"

∅ M

H)

STA: 55+

48.17, 6.47 Rt.

TC: 833.26

IN

V. IN

827.24 15" (E)

IN

V. O

UT 825.76 15" (SW

)

STR. N

O. 5 (48"

∅ M

H)

STA: 55+

49.40, 19.99 Rt.

TC: 832.35

IN

V. IN

830.90 15" (N

)

IN

V. O

UT 827.40 15" (W

)

STR. N

O. 6 (CO

NC. EN

D SECTIO

N)

STA: 55+

59.82, 19.04 Rt.

TC: 832.93

IN

V. O

UT 831.41 15" (S)

1

4

5

'

O

F

1

5

"

R

C

P

@

5

.

5

0

%

6

8

'

O

F

1

5

"

R

C

P

@

5

.

5

0

%

148' OF 15" RCP @ 0.30%

EXISTING GRADE LINE "B"

EXISTING GRADE OVER PIPE

PROPOSED

GRADE

4:1 SLOPE MAX

CONNECT TO CONC. DITCH

INV. 808.3±

PROPOSED GRADE OVER PIPE

10' OF 15" RCP @ 4.90%

EX. G

AS

EX. F.O

. BAN

K

14' OF 15" RCP @ 1.18%

(90° TO ALIGNMENT)

STR. N

O. 1 (CO

NC. EN

D SECTIO

N)

STA: 51+

88.33, 43.72 Rt.

IN

V. IN

808.30 15" (N

)

EX. W

ATER

EX. G

AS

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eneral D

ocum

entation).pc3

CONTRACT

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

DESIGN ENGINEER DATE

RECOMMENDED

FOR APPROVAL

BRIDGE FILE

DESIGNATION

SHEETS

of

PROJECT

N/A

N/A

N/A

N/A

N/A

CITY OF BLOOMINGTON

10TH STREET PEDESTRIAN IMPROVEMENTS

18

BAB BAB

RLGRLG

08/30/17

Matchline Sta. 57+

00 Line "B"

S35 T9N R1W

BLOOMINGTON TWP.

MONROE COUNTY

NOTE:

ALL STATIONING REFERENCED TO Line "B" UNLESS OTHERWISE NOTED

1" = 20'

STORM PLAN AND PROFILE

9

NOTE:

STRUCTURE BACKFILL TYPE 4 REQUIRED WHERE PIPE

IS UNDER AND WITHIN 5' OF PAVEMENT. REFER TO

INDOT SPECIFICATIONS.

SHEET NOTES:

1. CONTRACTOR TO ADHERE TO THE CURRENT SET

OF INDOT STANDARDS AND SPECIFICATIONS.

2. SEE CURRENT INDOT STANDARD DRAWINGS FOR

DETAILS.

3. CONTRACTOR TO COORDINATE WITH HOA FOR

LOCATION OF EXISTING IRRIGATION LINES PRIOR

TO CONSTRUCTION.

1" = 5'

P.C. Sta. 50+65.30 "S-3-B"

MB

MB

TBM1

TBM3

TBM2F

15

15

15

15

38

15

38

14 38

47

47

14

46

F

F

D

R15'

R

2

5

'

R

2

5

'

R

5

0

'

R

260'

R

2

6

0

'

R260'

R260'

10'

6

'

P.I. Sta. 54+97.60 "B"

No Curve Run

P.O.T. Sta. 54+93.88 "B" =

P.O.T. Sta. 50+00.00 "S-3-B"

P.I. Sta. 54+97.60 "B" =

P.O.T. Sta. 50+00.00 "S-4-B"

BEGIN PROJECT P.O.C. Sta. 51+21.84 "B" =

P.O.T. Sta. 5+00.00 "PR-2"

P.T. Sta. 52+58.56 "B"

P.O.T.. Sta. 54+97.60 "B" =

P.O.T. Sta. 50+00.00 "S-4-B"

47

R

4

2

'

R

1

0

'

R50'

R

5

'

4

'

28

+26.34

90.67' Rt.

PC 51+37.56

49.56' Rt.

+49.51

69.93' Rt.

+49.37

81.55' Rt.

P.I. 51+49.28

30.29' Rt.

P.I. 51+72.32

18.79' Rt.

PC 52+60.84

19.64' Rt.

PRC 52+96.81

17.22' Rt.

PC 53+32.79

14.81' Rt.

PC 53+57.79

14.87' Rt.

PRC 53+93.75

17.46' Rt.

PT 54+29.71

20.05' Rt.

PC 54+69.52

53.35' Lt.

PC 54+59.54

40.61' Lt.

PC 55+41.40

35.27' Lt.

PC 55+23.78

54.04' Lt.

PHB SIGNAGE

(BY OTHERS)

PHB SIGNAGE

(BY OTHERS)

PHB (BY OTHERS)

PHB LOCATION (BY OTHERS)

43.42, 46.12' Lt.

POC 55+31.23

40.52' Lt.

+21.57

13.37' Lt.

+31.90

13.78' Lt.

+21.76

2.34' Lt.

+91.28

13.37' Lt.

+91.39

2.37' Lt.

+49.02

12.73' Rt.

PHB LOCATION (BY OTHERS)

44.91, 27.97' Rt.

+32.53

13.07' Rt.

POC 55+11.11

29.05' Rt.

PC 55+07.93

40.55' Rt.

+81.84

42.27' Rt.

PT 54+81.53

34.68' Rt.

PT 54+73.54

19.76' Rt.

PHB SIGNAGE

(BY OTHERS)

RELOCATE

LIGHT POLE

(BY OTHERS)

+84.29

43.39' Rt.

+70.19

51.62' Rt.

+43.57

30.53' Rt.

PAVED SIDE

DITCH TYPE B

+60.00

1.16' Lt.

+50.07

29.99' Rt.

6 SYS RIP-RAP REQ'D

39 SYS RIP-RAP REQ'D.

47

47

46

+75.94

11.53' Lt.

+75.94

1.53' Lt.

+34.38

1.56' Lt.

+33.81

11.56' Lt.

+47.72

1.87' Lt.

+64.92

1.46' Lt.

+51.14

1.46' Lt.

5 SYS RIP-RAP REQ'D

R

B

B

B

B

B

B

R

R

R

R

16

10'

F1

27

27

PAINT CENTER CURB NOSE

YELLOW (TYP. EA. END)

+65.93

4.03' Lt.

51

REMOVE 83 SYS

CONCRETE DITCH

REMOVE AND

RESET EX.

MAILBOX

PHB (BY OTHERS)

18 SYS NO. 53

STONE

50

+16.45

53.58' Rt.

48

48

49

CONTRACTOR TO ADJUST

EX. VALVE BOX TO GRADE

STR. NO. 1+88

CONC. END SECTION

STR. NO. 2+28

STORM MANHOLE

148' OF 15" RCP REQ'D.

STR. NO. 3+00

STORM MANHOLE

68' OF 15" RCP REQ'D.

STR. NO. 5+49

STORM MANHOLE

14' OF 15" RCP REQ'D.

STR. NO. 6+60

END SECTION

9' OF 15" RCP REQ'D.

STR. NO. 8+00

CURB INLET

5' OF 12" RCP REQ'D.

STR. NO. 7+28

CURB INLET

6' OF 12" RCP REQ'D.

STR. NO. 4+48

STORM MANHOLE

145' OF 15" RCP REQ'D.

N

.

S

m

i

t

h

R

d

E. 10th St.

E. D

eckard D

r.

E. Tam

arron D

r.

Line "PR-2"

Line "B"

Line "S-3-B"

Line "S-4-B"

STONE BELT COUNCIL FOR RETARDED CITIZENS

D.R. 400, PG. 610

LOT 45 EASTERN HEIGHTS ADDITION

KENNETH L. BEATTY, BARBARA J. BEATTY AND KEVIN

L. BEATTY

INSTRUMENT #2014005807

LOT 17 EASTERN HEIGHTS ADDITION

TAMARRON - PHASE II

PLAT CABINET "C", PG. 107

TAMARRON - PHASE II - SECTION THREE

PLAT CABINET "C", PG. 284

A

P

P

. R

/

W

APP. R/W

A

P

P

.

R

/

W

APP. R/W

APP. R/W

APP. R/W

APP. R/W

P

/

L

P

/L

C

O

N

S

T

. L

IM

IT

S

CONST. LIMITS

CONTRACTOR TO

PROTECT EX. UTILITIES

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

REMOVE AND

RESET SIGN

REMOVE AND

RESET SIGN

A

P

P

.

6

'

U

.

E

.

REMOVE AND

RESET SIGN

CONST. LIMITS

CONST. LIMITS

55

54

53

52

56

57

51

MB

46

49

48

48

Line "B"

R1977'

End Project

P.O.T. Sta. 58+49.07 "B"

P.I. Sta. 57+78.24 "B"

No Curve Run

+49.07

1.93' Lt.

E

. 10th

S

treet

TAMARRON - PHASE II - SECTION THREE

PLAT CABINET "C", PG. 284

ETTER, CHRISTOPHER & HICKS, EVA

LOT 16 EASTERN HEIGHTS ADDITION

SAMMANDER, BAKER A & TAHERA

LOT 15 EASTERN HEIGHTS ADDITION

MORROW, GREGORY C & NANCY A

LOT 13 EASTERN HEIGHTS ADDITION

P/L

P/L

P/L

CO

NSTRU

CTIO

N L

IM

ITS

57

58

59

3843E TAMARRON DR.

3841E TAMARRON DR.

4'

4'

F

E TAM

ARRO

N D

R.

CONSTRUCTION LIMITS

EX. SIDEWALK

E

X

. S

ID

E

W

A

L

K

Matchline Sta. 57+

00 Line "B"

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CONTRACT

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

DESIGN ENGINEER DATE

RECOMMENDED

FOR APPROVAL

BRIDGE FILE

DESIGNATION

SHEETS

of

PROJECT

N/A

N/A

N/A

N/A

N/A

CITY OF BLOOMINGTON

10TH STREET PEDESTRIAN IMPROVEMENTS

18

BAB BAB

RLGRLG

08/30/17

Matchline Sta. 57+

00 Line "B"

S35 T9N R1W

BLOOMINGTON TWP.

MONROE COUNTY

S35 T9N R1W

BLOOMINGTON TWP.

MONROE COUNTY

CONCRETE CURB AND GUTTER (MOUNTABLE)

HMA FOR APPROACHESD

F

16

A1 PCCP 4" ON 6" COMPACTED AGGREGATE, NO. 53, BASE

14 CONCRETE CENTER CURB, TYPE D

46 4 IN. SOLID WHITE THERMOPLASTIC LINE

47 4 IN. SOLID YELLOW THERMOPLASTIC LINE

38 TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, WHITE, 24 IN.

NOTE:

ALL STATIONING REFERENCED TO Line "B" UNLESS OTHERWISE NOTED

1" = 20'

CONSTRUCTION DETAILS

10

INCIDENTAL CONSTRUCTION ON E. TAMARRON DR.

SCALE: 1" = 10'

SHEET NOTES:

1. CONTRACTOR TO ADHERE TO THE CURRENT SET OF INDOT

STANDARDS AND SPECIFICATIONS.

2. SEE CURRENT INDOT STANDARD DRAWINGS FOR DETAILS.

3. CONTRACTOR TO COORDINATE WITH HOA FOR LOCATION

OF EXISTING IRRIGATION LINES PRIOR TO CONSTRUCTION.

4. CONTRACTOR SHALL REMOVE ALL CONFLICTING MARKINGS.

28 PAVED SIDE DITCH, TYPE B

B165lb/syd HMA Surface 9.5 mm., on

275lb/syd HMA Intermediate 19.0 mm, on

440lb/syd HMA Base 25.0 mm, on

330lb/syd HMA Base 19.0 mm

RMill and Resurface 1-1/2"

QC/QA-HMA, 3, 64, SURFACE, 9.5 mm

CONCRETE CURB AND GUTTER (BARRIER)15

F1 CONCRETE SIDEWALK, 6" THICKNESS

ON 4" COMPACTED AGGREGATE, NO. 53

CONCRETE SIDEWALK, 4" THICKNESS

ON 4" COMPACTED AGGREGATE, NO. 53

48

51 PAVEMENT MESSAGE MARKING, THERMOPLASTIC, DIRECTIONAL ARROW

27 SOD

49

8 IN. SOLID YELLOW THERMOPLASTIC LINE

12 IN. SOLID YELLOW THERMOPLASTIC LINE

50

24 IN. SOLID WHITE THERMOPLASTIC LINE

CONTRACT

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

DESIGN ENGINEER DATE

RECOMMENDEDFOR APPROVAL

BRIDGE FILE

DESIGNATION

SHEETSof

PROJECT

N/A

N/A

N/A

N/A

N/A

CITY OF BLOOMINGTON10TH STREET PEDESTRIAN IMPROVEMENTS

18BAB BAB

RLGRLG

08/30/171" = 50'

SCHOOL FLASHER LAYOUT

NOTES:-ALL SIGN INSTALLATIONS AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE 2011 INDIANA MUTCD WITH REVISIONS 1, 2, & 3-USE MOBILE CONSTRUCTION SIGNS DURING SIGN REPLACEMENT

PEDESTAL MOUNTED SOLAR POWERED SCHOOL SPEED LIMIT FLASHING BEACON ASSEMBLY:

-INSTALL PER E805-SGFB-03 WITH FOUNDATION TYPE "A" PER E805-SGCF-03 AND SIGN, S5-1 PER IMUTCD. SPEED LIMIT VALUE IS 30 M.P.H. FOR ALL.

-TWO YELLOW SIGNAL INDICATIONS (ABOVE AND BELOW SIGN) SHALL BE INSTALLED.

-AS SHOWN IN E805-SGFB-03, THE SWITCH MODULE SHALL BE INSTALLED BEHIND THE SIGN.

SIGN PLACEMENT

1. ASSEMBLY PLACEMENT IS SHOWN ON PLANS, RELATIVE TO EXISTING SIGNS. ANY PLACEMENTSADJUSTED IN THE FIELD SHALL BE WITHIN INDOT RIGHT-0F-WAY, PER IMUTCD, AND PER ADA.

2. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND POTHOLE EXISTINGUTILITIES. UTILITIES WILL NOT BE RELOCATED FOR THIS PROJECT. ANY DEVIATIONS FROM THEPLANS SHOULD BE DISCUSSED WITH THE DESIGNER OF RECORD.

3. VERTICAL CLEARANCE: PER E802-SNPL-02.

4. HORIZONTAL CLEARANCE: SAME AS EXISTING SIGN, OR AS INDICATED ON PLANS.

11

1

0

0

'

1

0

0

'

2

2

SCHOOL ZONE SPEED

LIMIT FLASHING

ASSEMBLY

SCHOOL ZONE

SPEED LIMIT

FLASHING

ASSEMBLY

3

4

4

14

14

17

16

15

13

12

10

11

RELOCATE TO

LOCATION ABOVE

11(RELOCATED)

RELOCATE TO

BELOW4

10(RELOCATED)

RELOCATE TO

LOCATION ABOVE

13(RELOCATED)

RELOCATE TO

LOCATION BELOW

E

.

T

a

m

a

r

r

o

n

D

r

.

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CONTRACT

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

DESIGN ENGINEER DATE

RECOMMENDED

FOR APPROVAL

BRIDGE FILE

DESIGNATION

SHEETS

of

PROJECT

N/A

N/A

N/A

N/A

N/A

CITY OF BLOOMINGTON

10TH STREET PEDESTRIAN IMPROVEMENTS

18

BAB BAB

RLGRLG

08/30/17

1" = 200'

SIGNAGE

12

1

2

1

1

S1-1

36"x36"

S1-1

36"x36"

W16-7P

24"x12"

3

S1-1

36"x36"

AHEAD

W16-9P

24"x12"

PROPOSED SIGNS EXISTING SIGNS

10

40

SPEED

LIMIT

R2-1

24"x30"

END

SCHOOL

SPEED

LIMIT

S5-3

24"x30"

4

AHEAD

SCHOOL

BUS STOP

30 MPH

40

SPEED

LIMIT

H

30 MPH

45

SPEED

LIMIT

BEGIN

11

12

13

14

15

16

1

NOTES:

1. CONTRACTOR TO FIELD VERIFY EXISTING SIGN

LOCATIONS AND TYPE PRIOR TO CONSTRUCTION.

2. RELOCATED SIGNS ARE SHOWN IN GENERAL

LOCATION ONLY. REFER TO THE LATEST INDIANA

MUTCD FOR HORIZONTAL AND VERTICAL

PLACEMENT GUIDELINES.

PHB (BY OTHERS)

SPEED

LIMIT

BEGIN

17

40

N

.

S

m

i

t

h

R

o

a

d

E. 10th Street

10'

15

8.33%

20.15'

15

10'

807.89

807.06

808.48

805.91

806.90

806.47

MATCH EXISTING

806.0±

+49.38

30.27' Rt.

R

5

0

'

Match Existing Grade

808.8±

Match Existing Grade

807.8±

+40.47

42.34' Rt.

+67.37

26.98' Rt.

810.41

810.39

+68.83

36.86' Rt.

809.56

809.58

808.45

808.37

+35.47

56.89' Rt.

+49.51

69.93' Rt.

+49.37

81.55' Rt.

+26.34

90.67' Rt.

F

F

F

6

'

5

.

4

9

%

10'

6'

15

E. 10th Street

Deckard D

rive

15

11.86'

Match Existing Grade

828.7±

Match Existing Grade

828.8±

4.39%

+79.21

29.74' Rt.

+73.54

19.76' Rt.

R

2

5

'

828.09

828.11

828.32

828.34

+61.31

19.84' Rt.

+61.35

29.85' Rt.

F

Deckard D

rive

12.67'

15

15

15

E. 10th Street (NB)

22'

Return Curb

Match Existing Grade

832.8±

Match Existing Grade

832.2±

Match Existing Grade

831.1±

Match Existing Grade

830.2±

TOC 830.69

GUTTER 830.19

Match Existing Grade

833.1±

Match Existing Grade

829.8±

TOC 833.25

GUTTER 832.75

+16.94

18.77' Rt.

+09.47

29.13' Rt.

R

2

5

'

+42.53

12.87' Rt.

7.2%

+32.52

13.08' Rt.

832.14

TOC 830.69

GUTTER 830.19

832.42

RETURN CURB

RETURN CURB

832.02

10'

10'

F

27

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entation).pc3

CONTRACT

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

DESIGN ENGINEER DATE

RECOMMENDED

FOR APPROVAL

BRIDGE FILE

DESIGNATION

SHEETS

of

PROJECT

N/A

N/A

N/A

N/A

N/A

CITY OF BLOOMINGTON

10TH STREET PEDESTRIAN IMPROVEMENTS

18

BAB BAB

RLGRLG

08/30/17

F

15

14

1" = 5'

CURB RAMP DETAILS

13

CONCRETE CURB AND GUTTER

DETECTABLE WARNING

CONCRETE CENTER CURB, TYPE D

X CONCRETE CURB RAMP

NOTE:

ALL STATIONING REFERENCED TO Line "B" UNLESS OTHERWISE NOTED

SOD27

CONCRETE SIDEWALK, 4" THICKNESS

ON 4" COMPACTED AGGREGATE, NO. 53

E. 10th Street

Tam

arron D

rive

11.62'

F

F

4'

4'

3.39'

6.69'

2.20%

4'

Match Existing Grade

832.6±

Match Existing Grade

832.5±

Match Existing Grade

831.6±

Match Existing Grade

831.4±

Match Existing Grade

832.2±Match Existing Grade

832.3±

832.73

832.26

TOC 833.10

GUTTER 832.60

TOC 832.10

GUTTER 831.60

832.16

832.23

+41.44

33.75' Lt.

+31.28

40.56' Lt.

+22.29

53.98' Lt.

+24.12

48.05' Lt.

832.22

+41.12

47.40' Lt.

+34.76

58.33' Lt.

+30.95

54.36' Lt.

+34.57

66.33' Lt.

+30.67

66.24' Lt.

5.30%

RETURN CURB

RETURN CURB

27

15

Tam

arron D

rive

E. 10th Street

3.72%

5.00%

2.50%

F

15

6.18'

6'

5.14'

4'

4'

Match Existing Grade

828.9±

828.41

Match Existing Grade

829.3±

Match Existing Grade

828.8±

TOC 829.50

GUTTER 829.40

829.00

828.64

828.80

Match Existing Grade

829.1±

+70.88

52.85' Lt.

+68.10

46.85' Lt.

R

3

0

'

27

6.00%

11'

E. 10th Street (NB)

E. 10th Street (SB)

14

Match Existing Grade

Match Existing Grade

833.2±

Match Existing Grade

832.7±

Match Existing Grade

833.2±

Match Existing Grade

832.5±

833.60

832.90

833.10

833.70

+32.14

2.34' Lt.

+31.92

13.37' Lt.

+42.15

2.34' Lt.

+41.96

13.37' Lt.

10'

F

Brian Ball 10/6/2017 7:06 AM S:\PROJECT FILES\2016\16-0125\CADD\DESIGN\SHEET SETS\160125_SHT_DET01.DWG

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eneral D

ocum

entation).pc3

CONTRACT

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

DESIGN ENGINEER DATE

RECOMMENDED

FOR APPROVAL

BRIDGE FILE

DESIGNATION

SHEETS

of

PROJECT

N/A

N/A

N/A

N/A

N/A

CITY OF BLOOMINGTON

10TH STREET PEDESTRIAN IMPROVEMENTS

18

BAB BAB

RLGRLG

08/30/17

1" = 5'

CURB RAMP DETAILS

14

CONCRETE CURB AND GUTTER

F

15

DETECTABLE WARNING

14 CONCRETE CENTER CURB, TYPE D

NOTE:

ALL STATIONING REFERENCED TO Line "B" UNLESS OTHERWISE NOTED

X CONCRETE CURB RAMP

SOD27

CONCRETE SIDEWALK, 4" THICKNESS

ON 4" COMPACTED AGGREGATE, NO. 53

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CONTRACT

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

DESIGN ENGINEER DATE

RECOMMENDED

FOR APPROVAL

BRIDGE FILE

DESIGNATION

SHEETS

of

PROJECT

N/A

N/A

N/A

N/A

N/A

CITY OF BLOOMINGTON

10TH STREET PEDESTRIAN IMPROVEMENTS

18

BAB BAB

RLGRLG

08/30/17

NOTE:

ALL STATIONING REFERENCED TO Line "B" UNLESS OTHERWISE NOTED

N/A

STRUCTURE DATA TABLE

STRUCTURE DATA

STRU

CTU

RE

NU

MBER

LOCATION

SIZE

DESCRIPTION

LEN

GTH

VID

EO

IN

SPECTIO

N

LEN

GTH

SKEW

FLOW LINE

SERVICE LIFE

SITE

DESIG

NATIO

N

pH

BACKFILL

METH

OD

STRU

CTU

RE

BACKFILL

TYPE

FLO

WABLE

BACKFILL

TYPE

GEO

TEXTILES

REVETM

EN

T

RIPRAP

SCOUR PROTECTION

CO

NCRETE,

CLASS A, FO

R

STR.

VID

EO

IN

SPECTIO

N

PIPE EN

D

SECTIO

N

RIM

ELEV.

CO

NN

ECT TO

STR.

REMARKS

STATION

LEFT

RIG

HT

CRO

SS

OFFSET

PIPE TYPE

MANHOLE, INLET, CATCH

BASIN, OR SPECIALTY

STRUCTURE AND TYPE

CO

VER

UP

STREAM

DOWN STREAM

SU

MP

DEPTH

GEO

TEX

TILE

RIPRAP

FT IN. LFT LFT LFT ELEV. ELEV. YRS CYS CYS SYS TON IN. SYS. TYPE TONS CYS LFT EA.

1 52+88 X 44 15 2 Concrete End Section

2 53+28 X 6 15 2

Storm Manhole (Outside Drop)

148 4.8 808.75 808.30 1 820.17 1

3 53+99 X 7 15 2 Storm Manhole 68 5.4 817.51 813.58 1 824.14 2

4 55+48 X 6 15 2 Storm Manhole 145 5.9 825.76 817.61 1 833.26 3

5 55+49 X 20 15 2 Storm Manhole 14 4.3 827.40 827.24 1 832.35 4

6 55+60 X 19 15 2 Concrete End Section 10 5.0 831.41 830.90 1 5

7 53+29 X 12 12 2 Inlet J-10 6 2.6 816.02 816.00 1 819.96 2

8 54+00 X 12 12 2 Inlet J-10 5 3.6 819.02 819.00 1 823.96 3

15

51+50

796

800

804

808

812

816

820

796

800

804

808

812

816

820

0 10 20 30 40 50 600-10-20-30-40-50-60

51+25

796

800

804

808

812

816

796

800

804

808

812

816

0 10 20 30 40 50 600-10-20-30-40-50-60

51+75

796

800

804

808

812

816

820

796

800

804

808

812

816

820

0 10 20 30 40 50 600-10-20-30-40-50-60

52+00

796

800

804

808

812

816

820

824

796

800

804

808

812

816

820

824

0 10 20 30 40 50 600-10-20-30-40-50-60

52+25

800

804

808

812

816

820

824

800

804

808

812

816

820

824

0 10 20 30 40 50 600-10-20-30-40-50-60

52+50

800

804

808

812

816

820

824

828

800

804

808

812

816

820

824

828

0 10 20 30 40 50 600-10-20-30-40-50-60

52+75

800

804

808

812

816

820

824

828

800

804

808

812

816

820

824

828

0 10 20 30 40 50 600-10-20-30-40-50-60

53+00

800

804

808

812

816

820

824

828

832

800

804

808

812

816

820

824

828

832

0 10 20 30 40 50 600-10-20-30-40-50-60

R/W

R/W

R/W

R/W

EX. FIBER DUCT BANK

EX. GAS

EX. FIBER DUCT BANK

EX. FIBER DUCT BANK

EX. GAS

EX. WATER

PROP. STORM

EX. FIBER DUCT BANKEX. GAS

EX. WATER

PROP. STORM

EX. FIBER DUCT BANK

EX. GAS

EX. WATER

PROP. STORM

EX. FIBER DUCT BANK

EX. GAS

EX. WATER

PROP. STORM

EX. FIBER DUCT BANK

EX. GAS

EX. WATER

PROP. STORM

5

:

1 6

:

1

4

:

1

8

:1

7

:1

EX. GAS

3

:

1

2

:

1

6

:

1

3

:

1

3

:

1

3

:

1

2

:

1

C/L PAVED

SID

E D

ITCH

C/L PAVED

SID

E D

ITCH

C/L PAVED

SID

E D

ITCH

C/L PAVED

SID

E D

ITCH

C/L PAVED

SID

E D

ITCH

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CONTRACT

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

DESIGN ENGINEER DATE

RECOMMENDED

FOR APPROVAL

BRIDGE FILE

DESIGNATION

SHEETS

of

PROJECT

N/A

N/A

N/A

N/A

N/A

CITY OF BLOOMINGTON

10TH STREET PEDESTRIAN IMPROVEMENTS

18

BAB BAB

RLGRLG

08/30/17

NOTE:

ALL STATIONING REFERENCED TO Line "B" UNLESS OTHERWISE NOTED

1" = 10'

CROSS SECTIONS

1" = 10'

16

53+25

800

804

808

812

816

820

824

828

832

800

804

808

812

816

820

824

828

832

0 10 20 30 40 50 600-10-20-30-40-50-60

53+50

804

808

812

816

820

824

828

832

804

808

812

816

820

824

828

832

0 10 20 30 40 50 600-10-20-30-40-50-60

53+75

808

812

816

820

824

828

832

808

812

816

820

824

828

832

0 10 20 30 40 50 600-10-20-30-40-50-60

54+00

808

812

816

820

824

828

832

836

808

812

816

820

824

828

832

836

0 10 20 30 40 50 600-10-20-30-40-50-60

54+25

808

812

816

820

824

828

832

836

808

812

816

820

824

828

832

836

0 10 20 30 40 50 600-10-20-30-40-50-60

54+50

812

816

820

824

828

832

836

840

812

816

820

824

828

832

836

840

0 10 20 30 40 50 600-10-20-30-40-50-60

54+75

812

816

820

824

828

832

836

840

812

816

820

824

828

832

836

840

0 10 20 30 40 50 600-10-20-30-40-50-60

R/W

R/W

R/W

R/W

EX. FIBER DUCT BANK

EX. GAS

EX. WATER

PROP. STORM

EX. FIBER DUCT BANK

EX. GASEX. WATER

PROP. STORM

EX. STORM

EX. FIBER DUCT BANK

EX. GAS

EX. WATERPROP. STORM

EX. STORM

EX. FIBER DUCT BANK

EX. GAS

EX. WATER

EX. WATER

EX. FIBER DUCT BANK

EX. GAS

EX. WATER

PROP. STORM

EX. WATER

EX. FIBER DUCT BANK

EX. GAS

EX. WATER

PROP. STORM

EX. FIBER DUCT BANK

EX. GAS

EX. WATER

PROP. STORM

R/W

R/W

R/W

STR. NO. 3

STR. NO. 8

2

:

1

2

:

1

20:1

C/L PAVED

SID

E D

ITCH

55+00

812

816

820

824

828

832

836

840

812

816

820

824

828

832

836

840

0 10 20 30 40 50 600-10-20-30-40-50-60

-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60

EX. FIBER DUCT BANK

EX. GAS

EX. WATER

PROP. STORM

Brian Ball 10/6/2017 7:06 AM S:\PROJECT FILES\2016\16-0125\CADD\DESIGN\SHEET SETS\160125_SHT_XSEC.DWG

Shrew

sberry.ctb

AutoCAD

PD

F (G

eneral D

ocum

entation).pc3

CONTRACT

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

DESIGN ENGINEER DATE

RECOMMENDED

FOR APPROVAL

BRIDGE FILE

DESIGNATION

SHEETS

of

PROJECT

N/A

N/A

N/A

N/A

N/A

CITY OF BLOOMINGTON

10TH STREET PEDESTRIAN IMPROVEMENTS

18

BAB BAB

RLGRLG

08/30/17

NOTE:

ALL STATIONING REFERENCED TO Line "B" UNLESS OTHERWISE NOTED

1" = 10'

CROSS SECTIONS

1" = 10'

17

55+25

816

820

824

828

832

836

840

844

816

820

824

828

832

836

840

844

0 10 20 30 40 50 600-10-20-30-40-50-60

55+50

816

820

824

828

832

836

840

844

816

820

824

828

832

836

840

844

0 10 20 30 40 50 600-10-20-30-40-50-60

55+75

824

828

832

836

840

844

824

828

832

836

840

844

0 10 20 30 40 50 600-10-20-30-40-50-60

-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60

-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60

-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60

R/W

R/W

R/W

EX. FIBER DUCT BANK

EX. WATER

PROP. STORM

STR. NO. 4

STR. NO. 5

EX. FIBER DUCT BANK

Brian Ball 10/6/2017 7:06 AM S:\PROJECT FILES\2016\16-0125\CADD\DESIGN\SHEET SETS\160125_SHT_XSEC.DWG

Shrew

sberry.ctb

AutoCAD

PD

F (G

eneral D

ocum

entation).pc3

CONTRACT

SURVEY BOOK

HORIZONTAL SCALE

VERTICAL SCALE

CHECKED:

DESIGNED: DRAWN:

CHECKED:

DESIGN ENGINEER DATE

RECOMMENDED

FOR APPROVAL

BRIDGE FILE

DESIGNATION

SHEETS

of

PROJECT

N/A

N/A

N/A

N/A

N/A

CITY OF BLOOMINGTON

10TH STREET PEDESTRIAN IMPROVEMENTS

18

BAB BAB

RLGRLG

08/30/17

NOTE:

ALL STATIONING REFERENCED TO Line "B" UNLESS OTHERWISE NOTED

1" = 10'

CROSS SECTIONS

1" = 10'

18