signal installation at tapp road and deborah drive

TAPP RD

ROCK

PORT

RD

I-69

S.R. 45 W

EIM

ER R

D

WEI

MER

RD

DEBO

RAH

DR

SCHMALTZBLVD

X:\Projects\GFL\2017\1763\108270 INDOT I-69 Sec. 5\Tapp & Deborah\Civil\DWG\1082CV10.dwg Layout 1082CV10 - Cover Sheet

MONROE COUNTYSCALE: 1" = 3000'

PROJECT LOCATION SHOWN BY

OF TRANSPORTATIONINDIANA DEPARTMENT

TRAFFIC SIGNAL PLANSTapp Road and Deborah Drive Signal Installation

O A

A

AT

I

N TF TR

N SPO

RTATION

NA

DEP

RME

ND I

INDOT

Monroe County

LATITUDE 39°08'11" N LONGITUDE 86°32'33" W

Signal installation at Tapp Road and Deborah Drive.Located approximately 0.25 miles east of I-69, in Sections 7 and 18,

T-8-N, R-1-W, Perry Township, Monroe County, Indiana.

City of Bloomington

BRIDGE FILE

DESIGNATION

SHEETSof

PROJECTCONTRACT

SURVEY BOOK

-

-

---

1 9ELECTRONIC

CITY STANDARDS, IMUTCD, AND CURRENT SUPPLEMENTS,

INDIANA DEPARTMENT OF TRANSPORTATION STANDARD

THERETO, TO BE USED WITH THESE PLANS

-

LD ZREGISTERED PROFESSIONAL ENGINEERSTATE OF INDIANA NO. 10910445

SPECIFICATIONS DATED 2020, CITY OF BLOOMINGTON

DLZ Indiana, LLC

HORIZONTAL SCALE BRIDGE FILE

DESIGNATION

SHEETSof

PROJECTCONTRACT

SURVEY BOOK

RECOMMENDEDFOR APPROVAL

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

INDIANADEPARTMENT OF TRANSPORTATION

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DLZ INDIANA, LLCLD Z

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N/A

INDEX 2

INDEXSHEET NO. DRAWINGS INDEX

1 TITLE SHEET2 INDEX

3-6 MAINTENANCE OF TRAFFIC7 PEDESTRIAN MAINTENANCE OF TRAFFIC8 SIGNAL PLAN9 CURB RAMP DETAILS

REVISIONSSHEET NO. DATE REVISED

UTILITIESUTILITY NAME CONTACT PHONE EMAIL

AT&T Dist. Russ Owen 812-606-2973 [email protected]

CBU Jane Fleig 812-349-3631 [email protected]

Comcast Richard Miller 317-945-2670 [email protected]

Duke - Dist. Zach Bertrand 317-804-3878 [email protected]

Duke - Trans. Zach Boston 317-838-1053 [email protected]

Duke - Service Point Chad Heacox 812-337-3043 [email protected]

Smithville Telephone Joe Brynarski 812-935-2262 [email protected]

Vectren Mostafa Khallad 765-287-2150 [email protected]

City of Bloomington StreetDepartment Mike Stinson 812-349-3450 [email protected]

GENERAL NOTES1. The Latest City of Bloomington City Standards, The Latest Indiana Manual on Uniform Traffic ControlDevices, and Indiana Department Of Transportation Standard Specifications And Current SupplementsThereto To Be Used With These Plans, Unless Otherwise Noted In Project Plans And Specifications.2.Prior To Beginning Any Work Activities Associated With This Plan, The Contractor Shall Notify AllUtilities And Have Their Utilities Located And Marked.

W Tapp Rd. (30 MPH)

100' 100'87

8688

100'

100'

12'1

1'11

'12

'

11' 11' 12'10' Buffer1'

CL

Existing GroundExisting Ground

R/W R/W

ZoneConstruction

Zone12'

Tapp Road - Phase I

10'9' Buffer 10'1' 1'1'

CL


R/W

ZoneConstruction

Zone

R/W

Deborah Drive - Phase IANorth Leg

10' 9' Buffer10'1'1' 1'

CL

Existing Ground

R/W

ZoneConstructionZone

Existing Ground

R/W

Deborah Drive - Phase IBNorth Leg


DESIGNATION

SHEETSof

PROJECTCONTRACT

SURVEY BOOK


CHECKED:

DRAWN:

CHECKED:

DESIGNED:


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DATEDESIGN ENGINEER

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1" = 40'

MAINTENANCE OF TRAFFICPHASE I A & B

3

CONSTRUCTION SIGN SCHEDULEITEM TOTALS

TYPE 'A' SIGNXG20-2a 1 EACHXW2-6-A 1 EACHXW20-1-A 1 EACHTOTAL TYPE 'A' SIGN 3 EACH

SIGN LEGENDSIGN DESCRIPTION SIZE (in x in)

XG20-2a "END CONSTRUCTION" Sign 60 x 24XW2-6-A WORKSITE ADDED PENALTY SIGN 78 x 42XW20-1-A "ROAD CONSTRUCTION AHEAD" Sign 36 x 36

NOTES1. All Signs, Barricades, And Pavement Markings Shall

Conform To The Latest Indiana Manual On TrafficControl Devices For Streets And Highways, AndAny Current Revisions Thereto.

2. Contractor Shall Maintain Access To All CommercialAnd Private Properties During Construction.

3. Spacing of Channelizing Devices on Tangents Shallbe 40' Unless Otherwise Noted.

4. Spacing of Channelizing Devices on Tapers Shall be20' Unless Otherwise Noted.

5. Contractor to Allow Access for Emergency Vehiclesat all Times.

6. Escort Any Pedestrians Safely Through The ProjectSite.

CONSTRUCTION SIGNS, TYPE "A"

CONSTRUCTIONEND

XG20-2a60" x 24"

87

MAX. 6 YRSRECKLESS DRIVING

XW2-6-A78" x 42"

86

MAX. $1000SPEEDING

AREA UNDER CONSTRUCTION

CONSTRUCTION SIGN

DIRECTION OF TRAFFICSTANDARD DRUM

TYPE 'A' CONSTRUCTION WARNING LIGHT

86 XW2-6-A "WORKSITE ADDED PENALTY" Sign

87 XG20-2a "END CONSTRUCTION" Sign

88 XW20-1-A "ROAD CONSTRUCTION AHEAD" Sign

36" x 36"

AHEADCONSTRUCTION

ROAD

XW20-1-A

88

W Tapp Rd. (30 MPH)

S De

bora

h Dr

.

R/W & PLR/W & PLR/W & P

LR/W & P

LR/W & P

LR

/W &

P

LR

/W &

P

LR

/W &

P

LR

/W &

P

WORK AREA100'

W Tapp Rd. (30 MPH)

12' 1

1'12'

11'

12'

12'

11'

11'

10' 10'

W Tapp Rd. (30 MPH)

S Deborah Dr. (25 MPH)

S De

bora

h Dr

.

LR/W & PLR/W & P

R/W

LR/W & P

LR/W & P

LR/W & P

LR

/W &

P

LR

/W &

P

LR

/W &

P

LR

/W &

P

S

WORK AREA

87

8688

100'

88

100'

W Tapp Rd. (30 MPH)

Schmalz Blvd.

12' 1

1'12'

11'

12'

12'

11'

11'

10' 10'

88 87

87

86

100'


DESIGNATION

SHEETSof

PROJECTCONTRACT

SURVEY BOOK


CHECKED:

DRAWN:

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DESIGNED:


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DATEDESIGN ENGINEER

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1" = 40'

MAINTENANCE OF TRAFFICPHASE I A & B

4

1. All Signs, Barricades, And Pavement Markings Shall Conform To TheLatest Indiana Manual On Traffic Control Devices For Streets AndHighways, And Any Current Revisions Thereto.

2. Contractor Shall Maintain Access To All Commercial And PrivateProperties During Construction.

3. Spacing of Channelizing Devices on Tangents Shall be 40' UnlessOtherwise Noted.

4. Spacing of Channelizing Devices on Tapers Shall be 20' UnlessOtherwise Noted.

5. Contractor to Allow Access for Emergency Vehicles at all Times.6. Only One Curb Ramp To Be Closed At A Time.7. Escort Any Pedestrians Safely Through The Project Site.

Area Under Construction

Construction Sign

Direction of TrafficStandard Drum

Type 'A' Construction Warning Light







XG20-2a "END CONSTRUCTION" Sign 60 x 24XW2-6-A WORKSITE ADDED PENALTY SIGN 78 x 42XW20-1-A "ROAD CONSTRUCTION AHEAD" Sign 36 x 36Detail 'A' Phase I B

Phase IA

See Detail 'A'This Sheet

W Tapp Rd. (30 MPH)

87

8688

100'

11'1

2'12

'11

'

12' 11' 10' Buffer11'1'

CL


R/WR/W

ZoneConstruction

Zone12'

Tapp Road - Phase II

9' 9'1'1' 1'

CL


R/WR/W

ConstructionZone

Deborah Drive - Phase IIBSouth Leg

9'9'1' 1'1'

CL


R/W R/W

ConstructionZone

Deborah Drive - Phase IIASouth Leg

9'1'

CL


R/W R/W

Deborah Drive - Phase IICSouth Leg

9'1'

ConstructionZone


DESIGNATION

SHEETSof

PROJECTCONTRACT

SURVEY BOOK


CHECKED:

DRAWN:

CHECKED:

DESIGNED:


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1" = 40'

MAINTENANCE OF TRAFFICPHASE II A, B, AND C

5




XG20-2a "END CONSTRUCTION" Sign 60 x 24XW2-6-A WORKSITE ADDED PENALTY SIGN 78 x 42XW20-1-A "ROAD CONSTRUCTION AHEAD" Sign 36 x 36

1. All Signs, Barricades, And Pavement Markings Shall ConformTo The Latest Indiana Manual On Traffic Control Devices ForStreets And Highways, And Any Current Revisions Thereto.

2. Contractor Shall Maintain Access To All Commercial AndPrivate Properties During Construction.

3. Spacing of Channelizing Devices on Tangents Shall be 40'Unless Otherwise Noted.

4. Spacing of Channelizing Devices on Tapers Shall be 20' UnlessOtherwise Noted.

5. Contractor to Allow Access for Emergency Vehicles at allTimes.

6. Close and Construct Deborah Drive One Lane at a Time. MustMaintain Two-Way Traffic.

7. Escort Any Pedestrians Safely Through the Project Site.

CONSTRUCTION SIGNS, TYPE "A"

CONSTRUCTIONEND

XG20-2a60" x 24"

87

MAX. 6 YRSRECKLESS DRIVING

XW2-6-A78" x 42"

86

MAX. $1000SPEEDING


CONSTRUCTION SIGN






36" x 36"

AHEADCONSTRUCTION

ROAD

XW20-1-A

88

W Tapp Rd. (30 MPH)


S De

bora

h Dr

.

LR/W & P

LR/W & P

LR/W & P

LR/W & P

LR

/W &

P

LR

/W &

P

W Tapp Rd. (30 MPH)

11'1

2'

9'

12'

11'

11'

12'

12'

11'

9'

9'

W Tapp Rd. (30 MPH)


S De

bora

h Dr

.

LR/W & PLR/W & P

R/W

LR/W & P

LR/W & P

LR/W & P

LR

/W &

P

LR

/W &

P

LR

/W &

P

LR

/W &

P

S

87

8688

88

W Tapp Rd. (30 MPH)

Schmalz Blvd.

11'1

2'

9'

12'

11'

11'

12'

12'

11'

88 87

87

86

100'

W Tapp Rd. (30 MPH)


S De

bora

h Dr

.

LR/W & P

LR/W & P

LR/W & P

LR/W & P

LR

/W &

P

LR

/W &

P

W Tapp Rd. (30 MPH)

11'1

2'12

'11

'

11'

12'

12'

11'

9' 9'


DESIGNATION

SHEETSof

PROJECTCONTRACT

SURVEY BOOK


CHECKED:

DRAWN:

CHECKED:

DESIGNED:


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DATEDESIGN ENGINEER

TAB TAB

FS

1" = 40'

MAINTENANCE OF TRAFFICPHASE II A, B, AND C

6


CONSTRUCTION SIGN









XG20-2a "END CONSTRUCTION" Sign 60 x 24XW2-6-A WORKSITE ADDED PENALTY SIGN 78 x 42XW20-1-A "ROAD CONSTRUCTION AHEAD" Sign 36 x 36Detail 'B' Phase II B

1. All Signs, Barricades, And Pavement Markings Shall Conform To The LatestIndiana Manual On Traffic Control Devices For Streets And Highways, AndAny Current Revisions Thereto.

2. Contractor Shall Maintain Access To All Commercial And Private PropertiesDuring Construction.

3. Spacing of Channelizing Devices on Tangents Shall be 40' UnlessOtherwise Noted.

4. Spacing of Channelizing Devices on Tapers Shall be 20' Unless OtherwiseNoted.

5. Contractor to Allow Access for Emergency Vehicles at all Times.6. Close and Construct Deborah Drive One Lane at a Time. Must Maintain

Two-Way Traffic.7. Escort Any Pedestrians Safely Through the Project Site.

Detail 'C' Phase II C

See Details 'B' and'C' This Sheet

Phase IIA

LR/W & PLR/W & P

R/W

LR/W & P

LR/W & P

LR/W & P

LR

/W &

P

LR

/W &

P

LR

/W &

P

LR

/W &

P

20

10A

21

11A 11B

21

11B11A

10B10A

12B 12A

21

20

10B


DESIGNATION

SHEETSof

PROJECTCONTRACT

SURVEY BOOK


CHECKED:

DRAWN:

CHECKED:

DESIGNED:


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DATEDESIGN ENGINEER

TAB TAB

FS

1" = 70'

MAINTENANCE OF TRAFFICPEDESTRIAN MOT

7

S Bo

ardw

alk

Cir

NOTES1. All Signs, Barricades, And Pavement Markings Shall Conform

To The Latest Indiana Manual On Traffic Control Devices ForStreets And Highways, And Any Current Revisions Thereto.

2. Contractor Shall Maintain Access To All Commercial And PrivateProperties During Construction.

3. Contractor to Allow Access for Emergency Vehicles at all Times.4. Only One Curb Ramp To Be Closed At A Time.6. In Phase II, Close and Construct Deborah Drive One Lane at a

Time. Must Maintain Two-Way Traffic.7. Escort Any Pedestrians Safely Through The Project Site.

Phase I: Closed Sidewalk Area

CONSTRUCTION SIGN

TYPE III-B BARRICADE, 8 FT

10B Phase I: R9-11 "SIDEWALK CLOSED AHEAD, CROSS HERE" Sign

11B

Phase II: R9-11 "SIDEWALK CLOSED AHEAD, CROSS HERE" Sign20

21

CONSTRUCTION SIGN SCHEDULEITEM TOTALS TOTALS

TYPE 'B' SIGN PHASE I PHASE IIR9-9 4 EACH 3 EACHR9-10 2 EACH 0 EACHR9-11 (L or R) 4 EACH 2 EACHTOTAL TYPE 'B' SIGN 10 EACH 5 EACH

TYPE III-B BARRICADE 80 LFT 40 LFT SIGN LEGENDSIGN DESCRIPTION SIZE (in x in)R9-9 "SIDEWALK CLOSED" sign 24 x 12R9-10 "SIDEWALK CLOSED USE OTHER SIDE" Sign 24 x 12R9-11 "SIDEWALK CLOSED AHEAD, CROSS HERE" sign 24 x 18

Phase I: R9-9 "SIDEWALK CLOSED" Sign

Phase II: R9-9 "SIDEWALK CLOSED" Sign

Phase II: Closed Sidewalk Area

Area Under Construction

Kegg

Rd

S W

eim

er R

d

Schm

alz

BlvdS

Debo

rah

Dr

I-69

CLOSEDSIDEWALK

R9-924" x 12"

11

CONSTRUCTION SIGNS, TYPE "B"

21and

R9-11 (L or R)24" x 18"

10 20and

AHEAD

SIDEWALK CLOSED

CROSS HERE

Tapp Rd

Tapp Rd

R9-1024" x 12"

12

12B Phase I: R9-10 "SIDEWALK CLOSED USE OTHER SIDE" Sign

10A

11A

12A

PHASE SCHEMEPhase IA: Close the Northwest Curb Ramp to Construct Signal

Strain Pole and Related Infrastructure.Phase IB: Close the Northeast Curb Ramp to Construct Signal

Strain Pole.Phase II: Close and Construct Southwest and Southeast Curb

Ramps along with Deborah Drive and Signal Strain Poles. Maintain Two-way Traffic on Deborah Drive at All Times. The Construction of These Curb Ramps and Deborah DriveShall be Completed Within 14 Days.

GAS

W

SSP #2 (30')

4-Video Cables8-3c/148-5c/144-9c/14

4-Video Cables8-3c/148-5c/144-9c/14

ControllerCabinet

2-3c/142-5c/142-9c/14

Video Cable

4-3c/144-5c/142-9c/14

2-Video Cable

3c/8

Remove(By Others)

3c/8

GAS

WW

FO

HH

HH

LR/W & PLR/W & P

R/W

LR/W & P

LR/W & P

LR/W & PL

R/W

& P

R/W

&

LR

/W &

P

LR

/W &

P

12" C

PP

6" CPP12" CPP 6" CPP

6" CPP

12" CPP

6" CPP

12" C

PP

64+00 65+00

66+0067+00

68+00

23+

0024

+00

W Tapp Rd. (30 MPH)

W Tapp Rd. (30 MPH)


S De

bora

h Dr

. (25

MPH

)

Line "TAPP"

Line "TAPP"

Line "S-2-TAPP"

Line

"S-1

-TAP

P"

SSP #1 (30')

SSP #4 (30')

SSP #3 (30')

21+

0022

+00

1

1

30

3332

31

31

3130

30

21

11'11'14'

See Detail 'D'This Sheet

11'

11'

11'

11'

11'

11'2-3c/144-5c/14

7c/149c/14

Video Cable2-3c/143-5c/14

7c/149c/14

Video Cable

2-3c/142-5c/14

7c/149c/14

Video Cable

2-3c/142-5c/14

9c/14Video Cable

2-5c/147c/14

7c/14

4-3c/146-5c/14

7c/149c/14

2-Video Cable

4-3c/145-5c/149c/142-Video Cable

4-3c/144-5c/14

9c/142-Video Cable2-3c/14

4-5c/147c/14

Video Cable

2-3c/144-5c/14Video Cable

2-3c/143-5c/14Video Cable2-3c/142-5c/14Video Cable

Video Cable

Video Cable

Video Cable

11'

11'

5c/147c/14

4-3c/146-5c/14

9c/142-Video Cable

R10-Y5a

R10-Y5a

R10-Y5a

110'

D3-1-2a

D3-1-2b

D3-1-1b

D3-1-1a 2-3c/142-5c/149c/14Video Cable

9c/14

11

1

33

32

31

150'

175'

R10-Y5a

Proposed Pole Location(By Others)

Video Cable

+75

Beg

in2

+75

Beg

in 2

+72

End 2

+60 End2

3


DESIGNATION

SHEETSof

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DATE

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DESIGNED:


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DESIGN ENGINEER

TAB TAB

JRS

1' = 20'

SIGNAL PLANTAPP ROAD AND DEBORAH DRIVE

8

YELLOW FLASH - TAPP ROAD (PREFERENCE)

0 40 30 20 1

0 80 70 60 5

PHASE DIAGRAM

Controller, Applied Information unit 500-085-02,8-Phase Fully Actuated Econolite Cobalt TS-2 Type 1

Signal Handhole, Type 1

2" Galvanized Steel ConduitSpan, Catenary, and Tether

1-Way, 4-Section (12" Red LED, 12" Yellow Arrow LED,

1-Way, 3-Section (12" Red LED, 12" Yellow LED,12" Green LED) Signal Indication With Backplate

12" Flashing Yellow Arrow LED, 12" Green Arrow LED) Signal Indication With Backplate

18" LED Pedestrain Signal Indication with Countdown Timerand APS Push Button (Speech Walk Message) and R10-3e Sign

Steel Strain Pole (30')

Disconnect Hanger

N

Foundation ScheduleFoundation Line Station Offset

SSP #1 Tapp 65+58 44.1' Rt.SSP #2 Tapp 65+70 49.7' Lt.SSP #3 Tapp 66+42 48.6' Lt.SSP #4 Tapp 66+42 45.2' Rt.

Controller Tapp 65+60 47.8' Lt.Service Point Tapp 65+60 57.4' Lt.

Signal Handhole Tapp 65+65 53.6' Lt.

NOTES:

1. All Signal Heads Shall Be Black With Black Backplates And Yellow Retroreflective Strips.2. Video Cables Shall Be Installed Per Manufactures Recommendations.3. Video Cables Denote A Coaxial Cable And A 3c/14 Cable for Video Detection Camera.4.Add 6 in. Pushbutton Assembly Extensions At Each Location, As Directed By The Engineer.

RED FLASH - DEBORAH DRIVE

Proposed Message Marking, Thermoplastic,Lane Indication Arrow

1 Sign, Remove

Video Detection Camera With 25' Mast Arm

Video Detection Zone

30 Transverse Marking, Thermoplastic, Stop Line, White, 24 in.31 Transverse Marking, Thermoplastic, Crosswalk Line, 24 in.

32 Line, Thermoplastic, Solid, Yellow, 4 in.33 Line, Thermoplastic, Solid, White, 4 in.

LEFT TURNYIELD ONFLASHINGYELLOWARROW

R10-Y5a

36"

30"

Curb Ramp No. __, Concrete, Sheet No. 9'_'

2600 TappW

D3-1-1a

2500Rd

2600TappW

D3-1-1b

2500Rd

2800 DeborahS

D3-1-2a

2700Dr

2700 DeborahS

D3-1-2b

2800Dr

See City of Bloomington StandardDrawing SS-1, Street Name Sign Details

Detail 'D' (Not to Scale)

Curb Ramp, Concrete

See Detail, Sheet 9

and Cabinet on 'P' Foundation

Signal Service Point, H-Frame Structure MountedSee Duke Energy 'Gold Book' Figure 117

Silt Fence

2 Line, Remove3 Transverse Marking, Remove

(Autoscope RackVision Terra)

N= E=104 1416682.974 3098625.327

MAG SPIKE SET FLUSHO.P.O.T. 62+66.86 "TAPP", 32.51' LT.

ELEV. = 801.29 (NAVD '88)

TAPP RD

N. Face PWP.#766 294

NE CorCurb Inlet

SE CorCurb Inlet

42.8'Az=271°

72.9'Az=2

16° 71.8'

Az=179

°

N= E=101 1416683.801 3098985.101


ELEV. = 801.83 (NAVD '88)

N= E=102 1416656.526 3099246.735


ELEV. = 789.43 (NAVD '88)

DEBORAH

TAPP RD

WCenter OfWater MH

SW CornerCurb Inlet

Back of Curb atCorner of Walk

36.6'Az=118°

19.4'Az=12°

13.9'Az=84°

Walk

TAPP RD

S. Face PWP.#768 216

NE CorCurb Inlet

SE CorCurb Inlet

3.6'Az=309°

2.9'Az=277°

45.0'Az=73°

16.6'

5.6'

6.3'

6.5'

4.9'

5'

4.9'

5.6'

5.9'

SSP #1

SSP #4

CCR

C1

C1

C1

C1

C1

SR

SR

SR

5'

CR C2

L

R/W & P

L

R/W &

P

N=1416600.71E=3098901.18802.07 (M.E.)

N=1416605.59E=3098901.18802.01 (M.E.)

N=1416605.98E=3098914.32801.15

N=1416613.67E=3098901.80801.70 (M.E.)

N=1416611.67E=3098901.78801.66 (M.E.)

N=1416601.56E=3098921.28801.05

N=1416575.15E=3098937.71798.19 (M.E.)

N=1416582.34E=3098927.59798.52 (M.E.)N=1416580.42

E=3098923.13798.51 (M.E.)

N=1416595.22E=3098921.24801.00

N=1416603.25E=3098912.65

801.16

N=1416603.24E=3098914.31801.13

N=1416598.23E=3098915.65

801.13

N=1416595.23E=3098927.73

800.90

N=1416595.22E=3098915.64

801.08

N=1416600.18E=3099014.53799.77 (M.E.)

N=1416595.26E=3099014.31799.87 (M.E.)N=1416595.73

E=3099004.54799.69

N=1416589.86E=3099004.50

799.78

N=1416589.93E=3098998.87

799.74

N=1416594.43E=3098998.89

799.67

N=1416594.54E=3098990.54

799.55

N=1416608.92E=3099013.24799.63 (M.E.)

N=1416606.37E=3099013.25799.56 (M.E.)

N=1416602.73E=3099004.64

799.63

N=1416600.74E=3099004.55

799.64

11.7'

2.7'

N=1416603.21E=3098919.00801.06

N=1416612.20E=3098936.29801.21 (M.E.)

N=1416604.40E=3098936.58 800.82

N=1416595.22E=3098936.94 800.40

N=1416611.14E=3098960.99800.94 (M.E.)

N=1416604.17E=3098961.25800.45 (M.E.)

N=1416594.91E=3098961.60800.05 (M.E.)

N=1416575.48E=3098962.34798.59 (M.E.)

N=1416610.55E=3098974.83800.71 (M.E.)

N=1416604.03E=3098975.07800.32

N=1416594.73E=3098975.42799.94

N=1416575.67E=3098976.15798.61 (M.E.)

N=1416605.15E=3099004.67

799.60

N=1416594.59E=3098987.37

799.52

N=1416608.25E=3098914.34801.12

N=1416595.23E=3098930.35800.87

1.3'

S

C2CR

7'9'

19.5'

6.6' 24.7' 13.8' 12'

4.9'

SR

SR

1.7'

N=1416598.25E=3098912.65

801.18 8.3'

CR C

CR C

U

U

U

U

U

UN=1416593.88E=3098989.78

800.05(Top of Curb)

N=1416602.93E=3099005.31800.14

4.7'

11

11

11

11

11

11

1110'

CR C

N=1416590.25E=3098931.10

800.63(Top of Curb)

N=1416590.25E=3098933.49800.13

6'

(M.E

.)

1.84%

1.00

%0.

50%

1.50

%

1.50

%

1.30%

0.50%

(M.E.)

(M.E.)

(M.E

.)

7.58% 0.50

%

0.73

%

1.50%

1.50%

1.50

%

1.50% 1.84%

0.79

%

1.75%

0.50%

1.75%

12.3%

2.53%

0.71%

1.50%

0.50%

4.26

%

5.00

%4.

75%

11.0

0%

7.00

%4.

50%

7.50

%

7.00

%4.

25%

5.97

%

(M.E.)

8.00%

CSTS

CS

CS

TS

CS

TS

See Detail, This Sheet


DESIGNATION

SHEETSof

PROJECTCONTRACT

SURVEY BOOK


CHECKED:

DRAWN:

CHECKED:

DESIGNED:


------

---

---

9---

VERTICAL SCALE


HAG

Date

: May

14,

202

1, 2

:13p

mFi

le: X

:\Pr

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ec. 5

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Mod

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ab: 1

082D

T10

DATEDESIGN ENGINEER

TAB TAB

HAG

1" = 5'

CURB RAMP DETAILSAND EROSION CONTROL TABLE

9

Crosswalk Marking Detail

LEGENDCurb and Gutter, Concrete

Curb, Concrete

Curb and Gutter, Remove

Sidewalk Concrete, Remove

Clear Space (4' X 4' Min.)

Turning Space (4' X 4' Min.)

Pay Limits for Curb Ramp, Concrete

Detectable Warning Surfaces

TSCS

C

C1

CR

SR

18" LED Pedestrain Signal Indication with CountdownTimer and APS Push Button and R10-3e Sign

Steel Strain Pole

Sidewalk, Concrete, 4", onS

HMA for Approaches, Consisting of:

Not to ScaleNotes:1. Apply Markings Consistent with MUTCD.2. Reference City of Bloomington Standard Drawings PM-6 and PM-3 for Other Details3. Spacing to Remain Consistently at W/2 for Each Crossbar.

These two bars shallalign with the lane line.

Tapp Road

Debo

rah

Driv

eSilt Fence

Mulched Seeding, UU

N

165 lbs/syd HMA Surface, Type C, on275 lbs/syd HMA Intermediate, Type C, on660 lbs/syd HMA Base, Type C, onSubgrade Treatment Type II, onGeogrid, Type 1B

4" Compacted Aggregate, No. 53

Curb and Gutter, Concrete DetailNot to Scale

Curb and Gutter, Concrete, DepressedC2

Sawcut11

signal installation at tapp road and deborah drive

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