SOUTH COLLEGE MALL ROAD REPAVING€¦ · REA COLLEGE MALL ROAD 3 8 DETAILS 9' 24" 36" 0+00 1+00 2+00 3+00 4+00 5+00 6+00 BP: 0+00.00 PC: 1+44.25 Mid: 2+85.24 PT: 4+26.23 STA:1+01.87

of

SHEETS

BRIDGE FILE

DESIGNATION

PROJECTCONTRACT

SURVEY BOOK

VERTICLE SCALE

HORIZONTAL SCALE

CITY OF BLOOMINGTON

ENGINEERING DEPARTMENT

SOUTH COLLEGE MALL ROAD

REPAVING PROJECT

RECOMMENDED

FOR APPROVAL

CITY ENGINEERDATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

I:\com

mon\Transportation Engineering\Projects\College M

all Repaving, 2020\Plan Set\CAD

\Source D

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ings\CollegeM

all_2020_FIN

AL_07-14-20.dw

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REA

81

XX

CITY OF BLOOMINGTON


REPAVING

ROUTE: SOUTH COLLEGE MALL ROAD FROM EAST 3RD STREET TO EAST MOORES PIKE, WEST HALF

SECTION 02, T-8-N, R-1-W, PERRY TOWNSHIP, MONROE COUNTY, INDIANA

MILLING, CURB RAMPS, HMA PAVEMENT, AND PAVEMENT MARKING REPLACEMENT.

CITY OF BLOOMINGTON

MONROE COUNTY

INDIANA

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS DATED 2020

AND CURRENT SUPPLEMENTS THERETO, TO

BE USED WITH THESE PLANS

DATA

TRAFFIC DATA COLLEGE MALL ROAD

AADT (2019)

23169

AADT (2014 PROJECTED

DHV (2040 PROJECTED)

28270

DIRECTIONAL DISTRIBUTION

TRUCKS

DESIGN DATA COLLEGE MALL ROAD

DESIGN SPEED 40 MPH

PROJECT DESIGN CRITERIA PEDESTRIAN

FUNCTIONAL CLASSIFICATION LOCAL

RURAL/URBAN

COMMERCIAL

TERRAIN LEVEL

ACCESS CONTROL NA

PROJECT LOCATION

7/14/2020 9:54:15 A

M, 1:1

of

SHEETS

BRIDGE FILE

DESIGNATION

PROJECTCONTRACT

SURVEY BOOK

VERTICLE SCALE

HORIZONTAL SCALE

CITY OF BLOOMINGTON


RECOMMENDED

FOR APPROVAL

CITY ENGINEERDATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

I:\com



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REA

82

GENERAL NOTES

**

Existing utilities: Existing buried utilities shown in the plan are shown in accordance with the

available records and field information available to the engineer. Other utilities may also be present.

It is anticipated that numerous buried utility lines are likely to be encountered during construction.

The contractor shall be responsible for field locating and coordinating with the owners of the

existing utilities to determine the location of their buried facilities. The contractor shall contact City

Engineering of any conflicts between existing utilities and proposed work.

**

Maintenance of traffic (vehicular and pedestrian): Continuous maintenance of access to business

and residences shall be provided along with protection of the public from construction activities at all

times. Temporary traffic control shall be provided by the contractor and in accordance with the

latest addition of the Indiana MUTCD. Contractor shall be responsible for keeping the project site in

a neat and safe condition at all times.

**

Install all pavement markings as shown on plans.

**

Use manufactures recommended primer on all thermoplastic pavement markings that are being

applied to concrete pavement or worn asphalt pavement.

**

Pavement marking dimensions shown on plans are from the face of curb or the center of the line.

For double lane lines dimensions are to the point between the lane lines.

**

Detectable warning elements shall comply with the City's Approved Material List as described in

Memo 18-02. https://bloomington.in.gov/engineering/resources. All warning plates shall be cast

iron.

** REPRESENTS GENERAL NOTES REQUIRED

INDEX TO SHEETS

SHEET NO. DRAWING INDEX

1

TITLE SHEET

2

INDEX AND GENERAL NOTES

3

DETAILS

4COLLEGE MALL ROAD, 0+00 TO 12+40


6 COLLEGE MALL ROAD, 25+20 TO 38+00


8 2ND STREET, 0+00 TO 04+42

REVISIONS

SHEET NO. DATE REVISED

UTILITIES

City of Bloomington

Parking Enforcement

401 N Morton Street

Suite #120

Raye Ann Cox

812-349-3436

City of Bloomington

Street Department

1981 South Henderson St

Joe Vandeventer

812-349-3448

Water and Sewer

City of Bloomington

Utility Department

600 E Miller Drive

Bloomington, IN 47401

Jane Fleig

812-339-1444

Gas

Vectren

205 S Madison St


812-330-4009

Electricity

Duke Energy

1100 West 2nd Street


Kerry Ducker

812-337-3035

COLLEGE MALL ROAD

GENERAL NOTES

7/14/2020 9:54:16 A

M, 1:1

of

SHEETS

BRIDGE FILE

DESIGNATION

PROJECTCONTRACT

SURVEY BOOK

VERTICLE SCALE

HORIZONTAL SCALE

CITY OF BLOOMINGTON


RECOMMENDED

FOR APPROVAL

CITY ENGINEERDATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

I:\com



\Source D

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ings\CollegeM

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AL_07-14-20.dw

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REA

83COLLEGE MALL ROAD

DETAILS

9'

36"24"

0

+

0

0

1

+

0

0

2

+

0

0

3+00

4

+

0

0

5

+

0

0

6

+

0

0

B

P

:

0

+

0

0

.

0

0

P

C

:

1

+

4

4

.

2

5

Mid: 2+

85.24

P

T

:

4

+

2

6

.

2

3

P

C

:

5

+

2

9

.

4

8

Mid: 6+01.90STA:1+01.87

OFF:35.35' L

STA:1+08.03

OFF:35.28' R

STA:4+48.28

OFF:84.56' R

STA:4+86.15

OFF:79.23' R

Station=

6+

27.46

Offset=

-41.26 L

IN

STALL R3-17, R3-17B

SIG

N AN

D PO

ST

Station=

1+

68.07

Offset=

41.49 R

IN

STALL R3-17

SIG

N AN

D PO

ST

Station=

4+

26.50

Offset=

42.38 R

IN

STALL CU

RB RAM

P

Station=

5+

04.92

Offset=

40.55 R

IN

STALL CU

RB RAM

P

Station=

6+

10.32

Offset=

40.87 R

REPLACE 20 LFT O

F SID

EW

ALK

Station=

3+

10.96

Offset=

-18.63 L

REM

OVE SIG

NAL LO

OP

DETECTO

R BO

X,

PATCH

PAVEM

EN

T

Station=

1+

18.01

Offset=

-4.72 L

REM

OVE SIG

NAL LO

OP

DETECTO

R BO

X,

PATCH

PAVEM

EN

T

6+00

7+00 8+00 9+00 10+00 11+00

12+00

Mid: 6+01.90

PT: 6+

74.31

PC: 11+

31.01

Mid: 12+

30.02

Station=

10+

84.93

Offset=

44.40 R

IN

STALL CU

RB RAM

P

Station=

11+

63.16

Offset=

43.86 R

IN

STALL CU

RB RAM

P

Station=

6+

27.46

Offset=

-41.26 L

IN

STALL R3-17, R3-17B

SIG

N AN

D PO

ST

Station=

6+

10.32

Offset=

40.87 R

REPLACE 20 LFT O

F SID

EW

ALK

ML - 6+

00.00

ML - 12+

40.00

of

SHEETS

BRIDGE FILE

DESIGNATION

PROJECTCONTRACT

SURVEY BOOK

VERTICLE SCALE

HORIZONTAL SCALE

CITY OF BLOOMINGTON


COLLEGE MALL ROAD

0+00 TO 12+40

RECOMMENDED

FOR APPROVAL

CITY ENGINEERDATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

I:\com



\Source D

raw

ings\CollegeM

all_2020_FIN

AL_07-14-20.dw

g

REA

1" = 20'

84

Pavement Markings, 6" Thermoplastic, White, Bike Lane Line

WH

Pavement Marking, 12" Thermoplastic, White, Cross Hatch

R3-17

R3-17

R3-17b

K1

K1

Pavement Marking, 4" Thermoplastic, White, Dashed Lane Line

5

Pavement Marking, 4" Thermoplastic, Yellow, Two-way Left Turn

YH

Pavement Marking, 12" Thermoplastic, Yellow, Cross Hatch

2

6

2

Pavement Marking, 4" Thermoplastic, Yellow, Solid Center Line

4

4

10.00

4.50

10.00

Sidewalk, 4 IN concrete on 4 IN compacted aggregate.

S4

K1Mill 1

1

2

", Pave 165# HMA Surface Type B

CR

Concrete Curb Ramp with detectable plates.

SB

10.00

12.00

12.00

6.00

6.00

10.00

10

12

6" DASHED WHITE, 2' SOLID, 4' GAP

6.00

10.00

10.00

6.00

10.00

10.00

10

2

5

YH

210

6

K1

K1

K1

CR

CR

CR

CR

S4

S4

INSTALL 17 FT CONCRETE

CURB ALONG BACK OF

SIDEWALK.

S4

6

Pavement Marking, 4" Thermoplastic, White, Solid Line

SB

Pavement Marking, 24" Thermoplastic, Stop Bar

Pavement Markings, 6" Thermoplastic, White, Dashed

Bike Lane Line

12

WH

6

PP

PP

ALL PAVEMENT MARKING DIMENSIONS ARE FROM THE

FACE OF CURB OR THE CENTER OF THE LINE.



6

WH

5

10

2

2

10

PAVEMENT MARKING, THERMOPLASTIC, 8"

WHITE DASHED, 3 FT SOLID-9 FT GAP

YH

10

6

USE MANUFACTURER RECOMMENDED PRIMER

FOR INSTALLATION OF THERMOPLASTIC

PAVEMENT MARKINGS ON CONCRETE AND WORN

ASPHALT

N

N

7.00

Pavement Patch, 9" Concrete

PP

12.00

10.50

7/14/2020 9:54:19 A

M, 1:1

AutoCAD SHX Text

EAST MOORES PIKE

AutoCAD SHX Text


STA:15+97.91

OFF:31.22' L

13+00 14+00 15+0016+00 17+00 18+00

Mid: 12+

30.02

PT: 13+

29.03

STA:15+97.91

OFF:3.18' L

STA:17+12.64

OFF:31.23' L

STA:16+20.94

OFF:3.18' L

STA:16+20.88

OFF:31.75' R

STA:17+12.63

OFF:3.19' L

STA:17+32.80

OFF:3.19' L

STA:17+32.76

OFF:31.74' R

STA:17+74.00

OFF:90.43' L

STA:17+43.46

OFF:84.65' L

Station=

16+

18.60

Offset=

36.89 R

REPLACE 5 LFT O

F SID

EW

ALK

ML - 12+

40.00

19+00

20+00

21+00

22+00

23+0024+00

25+00

PC: 23+

38.50

Mid: 24+

38.17

Station=

22+

13.13

Offset=

36.64 R

IN

STALL CU

RB RAM

P

Station=

22+

63.26

Offset=

35.29 R

IN

STALL CU

RB RAM

P

Station=

22+

29.94

Offset=

44.61 R

REPAIR CO

NCRETE D

RIVE

Station=

21+

04.52

Offset=

36.84 R

REPLACE 5 LFT SID

EW

ALK

ML - 18+

80.00

ML - 25+

20.00

of

SHEETS

BRIDGE FILE

DESIGNATION

PROJECTCONTRACT

SURVEY BOOK

VERTICLE SCALE

HORIZONTAL SCALE

CITY OF BLOOMINGTON


RECOMMENDED

FOR APPROVAL

CITY ENGINEERDATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

I:\com



\Source D

raw

ings\CollegeM

all_2020_FIN

AL_07-14-20.dw

g

REA

1" = 20'

85

6.00

10.00

10

6.00

10.00

10

2

2

K1

K1

K1

K1

K1

CW

SB

SB

SB

CW

SB

CW

6

6

4

10

2

10

6.00

10.00

6.00

10.00

K1

K1

10

10

2

2

K1

S4

6.00

10.00

6.00

10.0010

2

10

2

K1

K1

S4

CR

CR

REPLACE SECTION OF

CONCRETE APRON

REPLACE SECTIONS OF CURB AND APRON

TO MATCH GRADE FOR RAMP

COLLEGE MALL ROAD

12+40 TO 25+20






WH



5


YH


2


4


S4

K1Mill 1

1

2


CR


10

6


SB



Bike Lane Line

12

10.00

6

6

2

USE MANUFACTURER RECOMMENDED PRIMER

FOR INSTALLATION OF THERMOPLASTIC

PAVEMENT MARKINGS ON CONCRETE AND WORN

ASPHALT

6

4

10.00

6

NN

CW ALL CROSSWALK MARKINGS TO BE 2' WIDE BY 9' LONG AND SPACED 5' ON CENTERS. CROSSWALKS

SHOWN ON PLAN SET MAY NOT BE DRAWN TO SCALE.

THE FOLLOWING CROSSWALKS ACROSS COLLEGE MALL ROAD ARE INTENTIONALLY DESIGNED TO ALIGN

MARKINGS WITH LANE LINES AND HALFWAY BETWEEN LANE LINES TO MINIMIZE WEAR BY VEHICLE TIRES:

AT COVENANTER DRIVE (SOUTH LEG AND NORTH LEG), AT BUICK CADILLAC BLVD (SOUTH LEG AND NORTH

LEG), AT 2ND STREET (SOUTH LEG ONLY). CROSSWALK LAYOUT TO START BY PLACING ONE CROSSWALK

BAR IN LINE WITH BOTH THE NORTHBOUND AND SOUTHBOUND DASHED LANE LINE AND THEN SPACING

ADDITIONAL BARS AT 5' ON CENTER IN BOTH DIRECTIONS FROM THOSE POINTS. SPACING WILL VARY

FROM THE TYPICAL ONLY AT THE CENTER MEDIAN ISLAND.

ALL OTHER CROSSWALKS TO MAINTAIN 5' ON CENTER SPACING (ALIGNMENT WITH LANE LINES NOT

REQUIRED).

7/14/2020 9:54:22 A

M, 1:1

AutoCAD SHX Text

EAST COVENANTER DRIVE

26+

00

27+

00

28+00

29+00

30+

00

31+

00

PT: 25+

37.84

PC: 26+

99.92

Mid: 28+

83.90

PT: 30+

67.88

Station=

28+

09.68

Offset=

-34.39 L

IN

STALL R3-17, R3-17b

SIG

N AN

D PO

ST

ML - 25+

20.00

32+00

33+00

34+00

35+00

36+00

37+00

38+

00

PC: 36+

04.03

Mid: 37+

71.43

Station=

37+

00.98

Offset=

44.02 R

IN

STALL R3-17, R3-17b

SIG

N AN

D PO

ST

Station=

38+

03.19

Offset=

-31.18 L

IN

STALL CU

RB RAM

P

Station=

38+

17.08

Offset=

-36.27 L

IN

STALL CU

RB RAM

P

Station=

38+

14.05

Offset=

-47.75 L

IN

STALL CU

RB

Station=

38+

10.97

Offset=

39.87 R

REPLACE CU

RB

AN

D G

UTTER

Station=

38+

10.80

ML - 31+

60.00

M

L - 38+

00.00

of

SHEETS

BRIDGE FILE

DESIGNATION

PROJECTCONTRACT

SURVEY BOOK

VERTICLE SCALE

HORIZONTAL SCALE

CITY OF BLOOMINGTON


RECOMMENDED

FOR APPROVAL

CITY ENGINEERDATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

I:\com



\Source D

raw

ings\CollegeM

all_2020_FIN

AL_07-14-20.dw

g

REA

1" = 20'

86

R3-17

R3-17b

R3-17

R3-17b

6.00

10.00

6.00

10.00

10

2

K1

K1

10

SB

K1

CW

CW

SB

10

K1

K1

12.00

6.00

10.00

12.00

6.00

10.00

10

2

2

K1

K1

10.00

10

PAVEMENT MARKINGS, DROP LANE LINE.

FROM 100 FT FROM STOP BAR, INSTALL 6"

THERMOPLASTIC WHITE DASHED LINE, 2 FT

SOLID WITH 4 FT GAP.

K1

K1

12.00

COLLEGE MALL ROAD

25+20 TO 38+00


WH



5


YH


2


4


S4

K1Mill 1

1

2


CR


10

6


SB



Bike Lane Line

12

10.00

2

6

10

10.00

6

2

2

10.00

6.00

2

2

N

N

CW ALL CROSSWALK MARKINGS TO BE 2' WIDE BY 9' LONG AND SPACED 5' ON CENTERS. CROSSWALKS

SHOWN ON PLAN SET MAY NOT BE DRAWN TO SCALE.

THE FOLLOWING CROSSWALKS ACROSS COLLEGE MALL ROAD ARE INTENTIONALLY DESIGNED TO ALIGN

MARKINGS WITH LANE LINES AND HALFWAY BETWEEN LANE LINES TO MINIMIZE WEAR BY VEHICLE TIRES:

AT COVENANTER DRIVE (SOUTH LEG AND NORTH LEG), AT BUICK CADILLAC BLVD (SOUTH LEG AND NORTH

LEG), AT 2ND STREET (SOUTH LEG ONLY). CROSSWALK LAYOUT TO START BY PLACING ONE CROSSWALK

BAR IN LINE WITH BOTH THE NORTHBOUND AND SOUTHBOUND DASHED LANE LINE AND THEN SPACING

ADDITIONAL BARS AT 5' ON CENTER IN BOTH DIRECTIONS FROM THOSE POINTS. SPACING WILL VARY

FROM THE TYPICAL ONLY AT THE CENTER MEDIAN ISLAND.

ALL OTHER CROSSWALKS TO MAINTAIN 5' ON CENTER SPACING (ALIGNMENT WITH LANE LINES NOT

REQUIRED).



7/14/2020 9:54:25 A

M, 1:1

AutoCAD SHX Text

EAST BUICK CADILLAC BLVD

38+

00

39+00

40+00

41+00

42+00

43+00

44+

00

PT: 39+

38.83

PC: 42+

99.71

Mid: 43+

36.32

PT: 43+

72.93

4

+

0

0

4

+

4

2

E

P

: 4

+

4

1

.9

5

STA:38+33.39

OFF:78.92' R

STA:38+82.62

OFF:77.77' R

Station=

38+

03.19

Offset=

-31.18 L

IN

STALL CU

RB RAM

P

Station=

38+

17.08

Offset=

-36.27 L

IN

STALL CU

RB RAM

P

Station=

38+

14.05

Offset=

-47.75 L

IN

STALL CU

RB

Station=

38+

95.76

Offset=

-44.33 L

RESET IN

LET

Station=

39+

05.80

Offset=

-39.65 L

IN

STALL CU

RB RAM

P

Station=

39+

05.98

Offset=

37.52 R

IN

STALL CU

RB RAM

P

Station=

38+

10.97

Offset=

40.31 R

IN

STALL CU

RB RAM

P

Station=

38+

10.97

Offset=

39.87 R

REPLACE CU

RB

AN

D G

UTTER

Station=

41+

95.63

Offset=

-29.97 L

REPLACE CU

RB

Station=

42+

05.79

Offset=

-34.67 L

PATCH

D

RIVE APRO

N

Station=

39+

08.33

Offset=

46.01 R

IN

STALL CO

NCRETE CU

RB

AT SIG

NAL BASE

Station=

39+

08.53

Offset=

46.53 R

RESET PU

SH

BU

TTO

NS

Station=

38+

07.27

Offset=

50.36 R

RESET PU

SH

BU

TTO

NS

Station=

38+

10.80

Offset=

-44.38 L

RESET PU

SH

BU

TTO

NS

ML - 38+

00.00

ML - 44+

40.00

50+74

45+00

46+00

47+00

48+00

49+00

50+00

PC: 47+

32.47

Mid: 47+

44.87

PT: 47+

57.27

PC: 48+

70.14

Mid: 48+

80.38

PT: 48+

90.62

EP: 50+

73.85

STA:50+42.29

OFF:53.96' L

STA:50+23.35

OFF:98.40' R

Station=

45+

67.81

Offset=

-34.58 L

IN

STALL CU

RB RAM

P

Station=

45+

68.31

Offset=

-44.10 L

IN

STALL CU

RB AT

BACK O

F SID

EW

ALK

Station=

45+

88.31

Offset=

-36.06 L

IN

STALL CU

RB RAM

P

Station=

46+

63.54

Offset=

-32.93 L

IN

STALL CU

RB RAM

P

Station=

46+

56.53

Offset=

-39.94 L

IN

STALL CU

RB AT

BACK O

F SID

EW

ALK

Station=

47+

77.36

Offset=

6.37 R

PAVEM

EN

T PATCH

Station=

49+

93.74

Offset=

3.08 R

PAVEM

EN

T PATCH

Station=

49+

73.10

Offset=

24.60 R

REPLACE 20 SIG

NAL

LO

OP D

ETECTO

RS

Station=

45+

65.02

Offset=

-42.18 L

RESET PU

SH

BU

TTO

NS

Station=

46+

64.16

Offset=

-39.33 L

RESET PU

SH

BU

TTO

NS

ML - 44+

40.00

of

SHEETS

BRIDGE FILE

DESIGNATION

PROJECTCONTRACT

SURVEY BOOK

VERTICLE SCALE

HORIZONTAL SCALE

CITY OF BLOOMINGTON


RECOMMENDED

FOR APPROVAL

CITY ENGINEERDATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

I:\com



\Source D

raw

ings\CollegeM

all_2020_FIN

AL_07-14-20.dw

g

REA

1" = 20'

87

CW

CW

CR

CR

S4

SB

SB

SB

SB

CR

CR

S4

2

PP

4

4

YH

PP

12.00

K1

K1

EXTEND RAMP TO PEDESTRIAN

PUSH BUTTONS AND INSTALL

CURB AT SIGNAL BASE

REPLACE 30 LFT CURB AND

GUTTER

RESET CURB INLET

INSTALL 9 LFT CURB

K1

K1

YELLOW CENTER LINE HATCH SPACED 30 FT

STATION 40+45.97 TO 44+88.63

K1

10

PAVEMENT MARKINGS, 12" THERMOPLASTIC

CHEVRON, WHITE, SPACED 20 FT

STATION 44+05.40 TO 45+46.73

4

2

K1

K1

SB

CW

K1

CW

CR

S4

INSTALL CURB AT BACK

OF SIDEWALK

INSTALL CURB AT BACK OF

SIDEWALK

CR

4

SB

4

K1

4

PP

K1

K1

K1

CW

SB

REPLACE LANE LINE EXTENSIONS,

MATCH EXISTING

PP

2

4

4

6

COLLEGE MALL ROAD

38+00 TO 50+50




PPPavement Markings, 6" Thermoplastic, White

WH



YH


2


4


S4

K1Mill 1

1

2


CR


10

6


SB



Bike Lane Line

12

6

6

14.00

12.00

12.00

12.00

14.00

2

6

4

12.00

11.00

11.00

YH

410

YH

WH

10

2

14.00

12.00

11.00

13.00

10.50

12.00

11.00

6

6

2

2

11.00

10.00

13.00

11.00

11.00

2

6

N

N

7/14/2020 9:54:30 A

M, 1:1

AutoCAD SHX Text

EAST 3RD STREET

AutoCAD SHX Text

EAST 2ND STREET

STA:0+45.17

OFF:16.83' R

STA:0+45.15

OFF:16.83' L

of

SHEETS

BRIDGE FILE

DESIGNATION

PROJECTCONTRACT

SURVEY BOOK

VERTICLE SCALE

HORIZONTAL SCALE

CITY OF BLOOMINGTON


RECOMMENDED

FOR APPROVAL

CITY ENGINEERDATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

I:\com



\Source D

raw

ings\CollegeM

all_2020_FIN

AL_07-14-20.dw

g

REA

1" = 20'

88EAST SECOND STREET

0+00 TO 04+42

K1

K1

4

SB

6

11.00

11.00

12.00



N

SB


PPPavement Markings, 6" Thermoplastic, White, Bike Lane Line

WH



YH


2


4


S4

K1Mill 1

1

2


CR


10

6


SB



Bike Lane Line

12

7/14/2020 9:54:33 A

M, 1:1

AutoCAD SHX Text

EAST 2ND STREET

AutoCAD SHX Text


SOUTH COLLEGE MALL ROAD REPAVING€¦ · REA COLLEGE MALL ROAD 3 8 DETAILS 9' 24" 36" 0+00 1+00 2+00 3+00 4+00 5+00 6+00 BP: 0+00.00 PC: 1+44.25 Mid: 2+85.24 PT: 4+26.23 STA:1+01.87

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