city of indianapolis department of public · pdf filemci communication services, inc. email:...

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WASHINGTON ST.

MARYLAND ST.

DELA

WA

RE S

T.

PE

NN

SYLV

ANIA S

T.

ALA

BA

MA S

T.

VIR

GINIA A

VE.

MARKET ST.

OHIO ST.

NE

W J

ERSE

Y S

T. EAST S

T.

SOUTH ST.

INTE

RST

ATE 6

5/7

0

PROJECT LOCATION

INDIANAPOLIS

GEORGIA ST.

LOUISIANA ST.

EAST S

T.

DELA

WA

RE S

T.

INDIANA

MARION COUNTY

CITY OF INDIANAPOLIS

DEPARTMENT OF PUBLIC WORKS

CITY OF INDIANAPOLIS

SCALE: 1" = 500’

LOCATION MAP

DATECERTIFIED BYEQUIPMENT, STRUCTURES AND INSTALLATIONS

DESIGN & CONSTRUCTION MANUAL FOR ALL MATERIALS,

SANITARY DISTRICT STANDARDS 2008 AND THE STORMWATER

THE INDIANAPOLIS DEPARTMENT OF PUBLIC WORKS (DPW)

THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT),

/SPECIFICATIONS ARE TO BE UTILIZED IN THESE PLANS:

THE LATEST EDITION OF THE FOLLOWING STANDARDS

REVISIONS

DATE DESCRIPTION BY

DATE

BY:PROJECT MANAGER

RAILROAD

LOCATION OF SECTION INDICATED THUS

RECEIVED FOR PUBLIC BID

Indianapolis, In 46204

One Indiana Square, Suite 2100

317-532-5400

Indianapolis, IN 46204

200 E Washington St #2460

Indianapolis Department of Public Works

STREET AND TRAFFIC SIGNAL IMPROVEMENTS

INDYGO TRANSIT CENTER

DPW DIRECTOR: ANDY LUTZ

MAYOR: GREG BALLARD

1/23/2015

DATECERTIFIED BY

1/23/2015TRAFFIC SIGNAL DESIGN:

STREET DESIGN:

No.

STATE OF

ANAIDNI

DERETSIGER

RE

ENI

GNE LANOISSE

FO

RP

HTIMS

.M NIMAJNEB

10808998

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No.860163

F

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UTILITIES

GENERAL INFORMATION SHEET

SHEET NO.

Title Sheet1

2

4

5

6

7

General Information Sheet

INDEX TO DRAWINGSDESCRIPTION

Field References

Typical Cross Sections

8

9

TRAFFIC SIGNAL HEAD

STEEL POLE

LEGEND

(DO NOT DISTURB)

STORM DRAIN

(DO NOT DISTURB)

STREET LIGHT

Type C 24" Max

TF

SIGN

INLETS (DO NOT DISTURB)

STREET LIGHT

TRANS SIGNAL CONTROL CABINET

STOP BAR

PEDESTIAN CROSSWALK

WV

FIBER OPTIC LINE

ELECTRIC LINE

WATER LINE

STORM SEWER

SANITARY SEWER

PEDESTRIAN SIGNAL

TRAFFIC MANHOLE

WATER VALVE

FOFO

EL EL

WW

SAN

Milling/Resurface Details

MANHOLE (DO NOT DISTURB)

STORM MANHOLE (DO NOT DISTURB)ST

3

Maintenance of Traffic

email: [email protected]


5858 N. College Ave.

Michael Haynes

AT & T - Distribution




Michael Haynes

AT & T - Transmission




Michael Haynes

AT & T - Transmission/TCG



3030 Roosevelt Ave.

Jason Kirkman

Brighthouse Networks Indianapolis


Indianapolis IN 46202

2150 Martin Luther King Jr. St.

Richard A. Miller

Citizens Gas & Coke Utility - Indpls.



398 Kentucky Ave.

Robert Asher

Citizens Thermal Energy Steam/Chill Water



1220 Waterway Blvd.

Jeff Miller

Citizens Water


Rochester NY 14618

300 Meridian Center

Jim Highsmith

Fibertech



1230 W. Morris St.

Rhonda Williams

Indianapolis Power & Light Company


Bromfield CO 80602

1025 Eldorado Blvd.

Jeremy Berger

Level 3 Communications



730 W. Henry St.

Chris Fowler

MCI Communication Services, Inc.


Denver, CO 80202

1801 California St.

George Mcelvain

Qwest Communication Company, LLC



4625 W. 86th St. Suite 500

Larry Benson

TW Telecom of Indiana L.P.

No contact information available

Urban Systems, LLC



701 W. Henry St. Suite 201

Jim Kellam

Zayo Bandwidth Indiana, LLC

JEL

RBT

VMS

RBT 2

Pavement Marking & Signing Layout

Delaware Street Construction Detail

10

Traffic Signal Installation Alabama & Pearl

Traffic Signal Installation Delaware & Pearl

11

12

13

14

15

16

Traffic Signal Installation Alabama & Washington

Overhead Sign Structure Alabama & Pearl

Sign Detail

Sign Detail

17

Quantity Summary

Quantity Summary

Modified P-1 Foundation with Metered Service Detail

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

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INDIANAPOLISREVISIONS

REVISIONDATE BY



317-532-5400

CONSULTANT PROJECT NUMBER

of 17

IndyGo Transit Center

PROJECT

25627790

1/23/2015

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HORIZONTAL

Scale: 1" = 20’

3

MONUMENT TABLEDESCRIPTIONEASTINGNORTHINGPOINT NO.

CUT "X" SET (SURVEY CONTROL POINT)91,437.276446,131.0375101

102 45,904.8240 91,492.6850 MAG NAIL SET (SURVEY CONTROL POINT)

MAG NAIL SET91,422.184646,117.4995601

602 45,907.9639 91,414.7734 MAG NAIL SET

101601102602

30.36’

39.35’7.90’

39.36’

28.84’

27.82’

16.59’

11.88’

33.36’

38.91’

26.83’

14.29’

PT. 101 - STA. 14+44.42, 31.45’ LT.PT. 601 - STA. 14+30.37, 46.07’ LT.PT. 102 - STA. 12+20.26, 31.73’ RT.PT. 602 - STA. 12+20.71, 46.24’ LT.

JEL

RBT RBT

ALABAMA STREET

ALABAMA STREET

ALABAMA STREET

PE

AR

L S

TR

EET

ENTRANCE

PARKING LOT SIDEWALK

28.77’

FIELD REFERENCES

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

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REVISIONDATE BY



317-532-5400


of 17


PROJECT

25627790

1/23/2015

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MARYLA

ND S

TREET

MARION COUNTY JAIL

MA

RYLA

ND S

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EET

Transit Center

MARION COUNTY JAIL

MA

RYLA

ND S

TR

EET

HORIZONTAL

0 30 60

MARYLA

ND S

TREET

Scale: 1" = 30’

ALABAMA STREET

ALABAMA STREET

Transit Center

(Parking) (Parking)

XW20-1XW20-5 (L)

500’

500’

AHEAD

CLOSED

RIGHT LANE

AHEAD

CONSTRUCTION

ROAD

XW20-1XW20-5 (L)

AHEAD

CLOSED

RIGHT LANE

AHEAD

CONSTRUCTION

ROAD

500’100’50’

1000’

ST

REET

E.

CO

UR

T

ALABAMA STREET25’

(Typ.)52

3’25’

(Typ.)

51

51 60

60 5351

12’

12’

CONSTRUCTION

END

XG20-2

remain open

NOTE: Crosswalk to12’

+00 +

12

+50 +37

+37

+15

+50

XW20-1

AHEAD

CONSTRUCTION

ROAD

ST

REET

WAS

HIN

GT

ON

remain open

NOTE: Crosswalk to

500’

STA. 14+50.00

END PROJECT

STA. 10+35.00

BEGIN PROJECT

+50

+75

+24

ST

REET

PE

AR

L

PHASE 2BPHASE 2A

ALABAMA STREET

1000’

500’

XW20-1

AHEAD

CONSTRUCTION

ROAD

XW20-5 (C)

AHEAD

CLOSED

CENTER LANE

XW20-1

AHEAD

CONSTRUCTION

ROAD

XW20-5 (C)

AHEAD

CLOSED

CENTER LANE

ST

REET

E.

CO

UR

T

50’ 100’

(Parking)

30’

30’

4’ (Typ.)

2’ (Typ.)

25’

(Typ.)

52

5210’ (Typ.)

52

30’

50’ (Typ.)

30’ (Typ.)

11’

3’

11’52

54

11’

11’

3’

52

11’

+85

+00

56

25’25’

CONSTRUCTION

END

XG20-2

STA. 10+35.00

BEGIN PROJECT

STA. 14+50.00

END PROJECT

+15

+30

XW20-1

AHEAD

CONSTRUCTION

ROAD

500’

ST

REET

WAS

HIN

GT

ON 54

52

53

56

60

51

LEGEND

LINE, REMOVE

BARRICADE, III B

DRUMS

FLASHING ARROW SIGN

CONSTRUCTION AREA

REMOVABLE 4 IN.

TEMPORARY PAVEMENT MARKING,

LANE INDICATION ARROW

TEMPORARY PAVEMENT MESSAGE MARKING,

REMOVABLE, LANE INDICATION ARROW

TEMPORARY PAVEMENT MESSAGE MARKING,

REMOVABLE, 24 IN.

TEMPORARY TRANSVERSE PAVEMENT MARKING,

MARKING, 4 IN.

TEMPORARY PAVEMENT

PHASE 1

PHASE 2

Remain Open during Phase 2

NOTE: Transit Center access to

COMPLETED PHASE 1 CONSTRUCTION

ST

REET

WAS

HIN

GT

ON

ST

REET

WAS

HIN

GT

ON

CONSTRUCTION

END

XG20-2

CONSTRUCTION

END

XG20-2

CROSSWALK TO REMAIN OPEN

CROSSWALK TO REMAIN OPEN

54

JEL

RBT RBT

DRIVE AT ALL TIMES.

MAINTAIN ACCESS TO

CONTRACTOR IS TO

DRIVE AT ALL TIMES.

MAINTAIN ACCESS TO

CONTRACTOR IS TO

4

MAINTENANCE OF TRAFFIC

ST

REET

PE

AR

L

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

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REVISIONDATE BY



317-532-5400


of 17


PROJECT

25627790

1/23/2015

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No.860163

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AB DAB

CENTERLINE ALABAMA STREET

1’-6" 9’-0"– 1’-6"

EXISTING TYPICAL SECTIONSTA. 10+20 TO 12+18

SIDEWALK PARKINGSIDEWALKBUILDING

CROWN POINT

10’-0"– 11’-0"– 10’-0"– 11’-0"–

THRU LANE THRU LANE THRU/TURN LANE TURN LANETHRU LANEPARKING


1’-6" 9’-0"– 1’-6"

EXISTING TYPICAL SECTIONSTA. 12+18 TO 14+55

SIDEWALK PARKINGSIDEWALKPARKING

CROWN POINT

11’-0"– 10’-0"– 11’-0"–

THRU LANE THRU LANE THRU/TURN LANE TURN LANE

EXISTING PAVEMENT

EXISTING PAVEMENTEXISTING CURB & GUTTEREXISTING CURB & GUTTER

EXISTING CURB & GUTTER EXISTING CURB & GUTTER


1’-6" Varies

STA. 10+20 TO 12+18


CROWN POINT

PARKING

EXISTING CURB & GUTTEREXISTING CURB & GUTTER

11’-0" 11’-0"

TURN LANE

3’-0"

ISLAND

MARKING

PAVEMENT

12’-0"

THRU LANE

LANE

TURN

D1

A

LEGEND

M

P2

O

P2

1’-6"

6"


1’-6" 1’-6"

STA. 12+18 TO 14+55


CROWN POINT

THRU LANE

EXISTING PAVEMENTEXISTING CURB & GUTTEREXISTING CURB & GUTTER

M

6" 11’-0"

TYPICAL SECTION

TYPICAL SECTION

A

OP2

6"

6"

6"

6"6"

6"

M

"21ASPHALT MILLING 1

Varies11’-0"

THRU LANE

3’-0"

ISLAND

MARKING

PAVEMENT

12’-0"

THRU LANE

1

Varies *

Varies from 8’ to 0’ from Sta. 11+70 to 12+18

8’ Parking from 10+45 to 11+70

* Varies from 0’ to 8’ from Sta. 10+20 to 10+45

Varies **

Width Varies 24’-0" to 12’-0" Sta. 13+40 to 14+55

** 13’ From Sta. 12+18 to 13+40 - Bus Entrance to Transit Center

0’ From Sta. 10+26.4 to 10+70.6

*** 12’ From Sta. 10+70.6 to 11+70.6

6’ From Sta. 11+05.6 to 11+70.6

**** 18’ From Sta. 10+26.4 to 10+70.6

Varies *****

12’ To 0’ From Sta. 14+15 to Sta. 14+55

12’ From Sta. 13+40 to Sta. 14+15 - Concrete Bus Pad

***** 12’ From Sta. 12+18 to 13+40 - Bus Entrance to Transit Center

1 From Sta. 10+45.6 to 10+95.6

2 From Sta. 13+55.6 to 14+50.6

2

TACK COAT

JEL JEL

D1

D1

SAW CUT

DENSE GRADED SUBBASE, 6 IN

5

HORIZONTAL

0 1 2

" = 1’-0"41Scale:

3 4

QC/QA, 2, 64, SURFACE, 9.5 mm 165 lb/sys

IN21ASPHALT SURFACE, 1

TYPICAL CROSS SECTIONS

BUS STOP

Retrofit Tie Bars @ 3’-0" c-c

11’-0" 11’-0"

THRU LANE TURN / THRU LANE

w/D-1 CONTRACTION JOINTS @ 15’ SPA.

10 IN PLAIN P.C.C.P.

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

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317-532-5400


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25627790

1/23/2015

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ALABAMA STREET

MARYLA

ND S

TREET

WAS

HIN

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ON S

TR

EET

SIDEWALK

SIDEWALK

SIDEWALK

MARION COUNTY JAIL

PARKING

GRASS

GRASS

BUS TRANSIT CENTER

PE

AR

L S

TR

EET

PEDESTIANS

CONCRETE PAD FOR

SID

EW

ALK

EXIST. DRIVEWAY FOR BUSES

M

M

52.5’

59.9’

28.5’

24’

28.3’

31.6’

EXISTING CROSSWALK

EXISTING CROSSWALK

EXISTING CROSSWALK

EXISTING CROSSWALK

EXISTING CROSSWALK

FOR BOUNDARY LIMITS)

(SEE TYPICAL SECTIONS

"21ASPHALT MILLING 1

M

MA

RYLA

ND S

TR

EET

ALABAMA STREET

WAS

HIN

GT

ON S

TR

EET

MILLING/RESURFACE DETAILS

D1

A 10" PCCP ON 8" CAB #53

LEGEND

Note: For Legend of Topo Features, See Sheet 2 - General Information

TYPICAL SECTIONS)

PROPOSED CONCRETE PAD (SEE

(See Typical Sections)

"21ASPHALT SURFACE - 1

D1

13121110 14

D1

D1

verified before any excavation.

NOTE: Utility Depth shall be

75’

12’

A

STA. 14+50.00

END PROJECT

STA. 10+35.00

BEGIN PROJECT

D1

Saw Cut

+15

+40.0

Saw Cut

Saw C

ut

Saw Cut

Saw Cut

M

20 400

HORIZONTAL

Scale: 1" = 20’

6

Inlets/Manholes (Typ.)

NOTE: Do Not Disturb

JEL

RBT RBT

SAWCUT SIDEWALKS AT EXISTING JOINTS.

REQ’D FOR TRAFFIC SIGNAL INSTALLATION.

SAWCUT AND REPLACE SIDEWALK/PAVEMENT AS

24’18’

6’

6’

6’

REPLACE SIDEWALK

REPLACE SIDEWALK

REPLACE SIDEWALK

CROSSWALK

EXISTING

TO PARKING

EXIST. DRIVEWAY

SEE DETAIL ON SHEET 8

CURB RAMPS REQ’D

TYPE A CURB RAMP

WAY" SIGN

REMOVE "ONE

BY THE ENGINEER.

ADDITIONAL CURB PAINTING AS DIRECTED

PAINT THE EAST CURB OF ALABAMA YELLOW.

NOTE:

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

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REVISIONDATE BY



317-532-5400


of 17


PROJECT

25627790

1/23/2015

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MARYLA

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HIN

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TR

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SIDEWALK

SIDEWALK

SIDEWALK

MARION COUNTY JAIL

PARKING

GRASS

GRASS

39

LEGEND

46 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.

37

40

38

37

42

11’

MA

RYLA

ND S

TR

EET

WAS

HIN

GT

ON S

TR

EET

PE

AR

L S

TR

EET

Bus Entrance to Transit Center

Transit Center

ALABAMA STREET

20 400

HORIZONTAL

Scale: 1" = 20’

7

13121110 14

48 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN.

38 TRANSVERSE MARKING THERMOPLASTIC, WHITE 8 IN

TRANSVERSE MARKING THERMOPLASTIC, YELLOW 8 IN

40 TRANSVERSE MARKING THERMOPLASTIC, WHITE, 12 IN

41 TRANSVERSE MARKING THERMOPLASTIC, YELLOW, 12 IN

42 TRANSVERSE MARKING THERMOPLASTIC, WHITE, 24 IN

PAVEMENT MESSAGE MARKING, THERMOPLASTIC, LANE INDICATION ARROW

36 PAVEMENT MESSAGE MARKING, THERMOPLASTIC, (ONLY)

42

42

38

46

48

20’

Typ.

11’

9’

+25

Typ.

20’

37 36 3741 3’

39

45°

41

39

36

48

46

EXCEPT

3’

PAVEMENT MARKINGS & SIGNING LAYOUTJEL

RBT RBT

+91

+78

+32

+48

+91

+45

42

11’

11’

STA. 10+35.00

BEGIN PROJECT

Relocate Exist. R3-2

Remove Signal Heads

Salvage Mast Arm &

49 LINE, THERMOPLASTIC, DOTTED, WHITE, 4 IN.

49

49

16’

11’

11’

48

+91

13.5’

3

1

2

4

New Supplemental Plaque

From 1 to 2 and Provide

to Pole 4

Sign from Mast Arm 3

Yield to Pedestrians"

Relocate "Left Turn

to EZ Park Lot

Existing Driveway

45°

STA. 14+50.00

END PROJECT

+38

+38

+63

EXCEPT

Plaque

Provide New Supplemental

Existing No Left Turn Sign

49

49

BUSES

BUSES

Remove

Existing R5-1

& replace with

New R5-11

DO NOT

ENTER

ONLY

VEHICLES

AUTHORIZED

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

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$FILE$



REVISIONDATE BY



317-532-5400


of 17


PROJECT

25627790

1/23/2015

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BMS

CONSTRUCTION DETAIL

WAS

HIN

GT

ON S

TR

EET

SIDEWALKSIDEWALK

MATCH EXISTING JOINT PATTERN

MODIFIED TYPE H CURB RAMP

15’

15’

SAWCUT SIDEWALKS AT EXISTING JOINTS.

REQ’D FOR TRAFFIC SIGNAL INSTALLATION.

SAWCUT AND REPLACE SIDEWALK/PAVEMENT AS

60

LEGEND

LINE, REMOVE

60

42 TRANSVERSE MARKING THERMOPLASTIC, WHITE, 24IN

(TYP.)42

20 400

HORIZONTAL

Scale: 1" = 20’

BMS

DELAWARE STREET

EXISTING CURB

YELLOW TO MATCH

PAINT NEW CURB

EXISTING CURB

TO MATCH

CURB YELLOW

PAINT NEW

EXISTING CURB

YELLOW TO MATCH

PAINT NEW CURB

DELAWARE STREET

6’ 6’

6’

6’

8

ADJUST HANDHOLE TO GRADE

REPLACE CURB

REPLACE CURB

REPLACE CURB

REPLACE CURB

REPLACE CURB

REPLACE CURB

No.

STATE OF

ANAIDNI

DERETSIGER

RE

ENI

GNE LANOISSE

FO

RP

HTIMS

.M NIMAJNEB

10808998

TF

EB

AND SUPPORTS

REMOVE SIGN

TYPE A CURB RAMP

CURB

REPLACE

CABINET

TO EDGE OF

SIDEWALK

WIDENEXISTING BRIGHTHOUSE CABINET

AT JOINT

& SIDEWALK

EX. CURB

SAWCUT

SIDEWALK AT JOINT

SAWCUT EX. CURB &

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SHEETS

$PLO

T_

DA

TE$

$PLO

T_TIM

E$

Plot:

$A

M_P

M$

$FILE$



REVISIONDATE BY



317-532-5400


of 17


PROJECT

25627790

1/23/2015

MH

WV

WV

WV

WV

WV

WV

WV

WV

WV

WVW

V

WV

WV

E

E

E E

T

EE

E

E

E

T

E

T

T

T

E

E

E

E

T

T

T

TF

TF

TF

TF

TF

TF

TF

SS

SS

SS

EB

EB

EB

EB

SM

SM

SM

EB

EB

EB

SM

SM

EB

COMM

WV

T

SS

EB

TF

TF

TF

EB

EB

E

E

TSSS

T

TF

ST

E

EB

ST

ST

T

TFTF

WV

TF

WV

WV

WVWV

ST

TF

EB

TF

$TI

ME

$TI

ME:

$D

AT

E$

DA

TE:

LO

CA

TIO

N:

$FIL

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SPECIFICATIONS TO BE USED WITH THESE PLANS

THE CITY OF INDIANAPOLIS SUPPLEMENTAL

INDOT SUPPLEMENTAL SPECIFICATIONS AND

STANDARD SPECIFICATIONS DATED 2014,

INDIANA DEPARTMENT OF TRANSPORTATION (INDOT)

REVISIONS

DATE REMARKS

INTERSECTION CONTROL NO.

DESIGN ENGINEER

YEAR SHEET TOTAL

17

SCALE: 1" = 20’

DATE

1-23-15No.

STATE OF

ANAIDNI

DERETSIGER

RE

ENI

GNE LANOISSE

FO

RP

HTIMS

.M NIMAJNEB

10808998

2015

DRAWN BY

BMS

PROJECT NO.

TRAFFIC SIGNAL INSTALLATION


ENG-13-006DESIGN CONTRACT NO.

TF

TF

TF

0’ 40’20’0’ 40’20’

F4F3

F7 F8

F1

PHASE DIAGRAM

F2

F6F5

ALL FLASH RED

NO PREFERENTIAL

LANE

LOOP TAGGING TABLE

TAG - NUMBER

DETAIL A

10’ SCALE

LEGEND

EX. SIGNAL HANDHOLE

3 FACE, 12" RED, AMBER, GREEN

EX. TRAFFIC SIGNAL HEAD,

TF

EX. SIGNAL MAST ARM


NEW TRAFFIC SIGNAL HEAD,

EX. CONTROLLER AND "P" CABINET

NEW SIGNAL HANDHOLE

PEDESTRIAN INDICATION

EX. SIGNAL PEDESTAL WITH

VEHICLE DETECTION PUCK

NEW SENSYS NON-COUNTING

FOUNDATION W/PEDESTRIAN INDICATION

NEW 10’ SIGNAL PEDESTAL AND "A"

EX. TRAFFIC CONDUIT(S)

WASHINGTON ST

CENTER

TRANSIT

AL

AB

AM

A S

T (2

5

MP

H)

5C/14

3C/14

F/O

5C/14

3C/14

F/O

SEE NOTE 5

EBTH

WBLT

WBLT

EBTH

000175

WBLT

EBTH

ALABAMA STREET &

PEARL STREET

2-5C/14

3C/14 SEE NOTE 4

2-5C/14

5C/14

7C/14

4-5C/14

3-5C/14

2-5C/14

5C/14

SEE DETAIL A

SEE NOTE 4

DETECTION ACCESS POINT

NEW SENSYS VEHICLE

ELECTRIC SERVICE ON CABINET

P-1 FOUNDATION WITH METERED

AND CABINET ON MODIFIED

NEW ASC/3-1000 CONTROLLER

NEW TRAFFIC CONDUIT (SEE NOTE 2)

"ALABAMA ST"

"ALABAMA ST"

NEW OVERHEAD SIGN

UNDER DRIVEWAY

2-INCH HDPE CONDUITS

DIRECTIONAL BORE (2)

R10-11a

SEE NOTE 3

R6-2L

9

25’ MAST ARM

40’ MAST ARM

25’ MAST ARM

SWITCH.

CONECTORS ON THE NEW

3M SPIDER KIT AND LAND

WITH ST CONNECTORS AND A

OPTIC INTERCONNECT CABLE

TERMINATE THE NEW FIBER

ETHERNET PATCH CABLE.

SWITCH VIA A CAT 5e COPPER

TO THE EXISTING MOXA

EDS-408A-MM-ST SWITCH

"DAISY CHAIN" A NEW MOXA

2-5C/14

3C/14

FACING EAST)

ON POLE

R5-11 (MOUNT

NEW SIGNAL MAST ARM POLE AND FOUNDATION

(FOR 120V 2-WIRE SERVICE)

2-1C/4 COPPER

SERVICE WIRES IN EXISTING MANHOLE.

COORDINATE WITH IPL TO TERMINATE

7C/14

5C/14

12" RED, AMBER, GREEN, AMBER ARROW, GREEN ARROW

NEW TRAFFIC SIGNAL HEAD, 5 FACE,

BUIL

DIN

G

EN

TR

Y T

O

CO

ND

UIT

& DELAWARE

TO WASHINGTON

EMBEDDED IN CONCRETE

(2) 2-INCH PVC CONDUITS

3 FACE, 12" RED ARROW, AMBER ARROW, GREEN ARROW


PROVIDED BY OTHERS

PEDESTAL FOUNDATION

PROVIDED BY OTHERS

MAST ARM FOUNDATION

EX. PVC CONDUIT BANK

(PROVIDED BY OTHERS)

THROUGH A TRAFFIC HANDHOLE.

MANHOLE. DO NOT CONNECT

THE TRAFFIC CABINET TO THE IPL

CONDUIT SHALL DIRECTLY CONNECT

CONDUIT UNDER DRIVEWAY.

DIRECTIONAL BORE 2-INCH HDPE

TO EACH POLE.

75 FEET OF SLACK CABLE IN THE HANDHOLES ADJACENT

CABINET TO THE BASE OF EACH MAST ARM POLE. COIL

SYSTEM. INSTALL TWO SETS OF CABLE PAIRS FROM THE

CABLE FOR A FUTURE EMERGENCY VEHICLE PREEMPTION

DETECTOR CABLE AND A NEW 3C/14 CONFIRMATION BEACON

7. "EVP" DENOTES BOTH A NEW OPTICOM MODEL 1070 GPS

WIRE. SEE SPECIAL PROVISIONS FOR ADDITIONAL DETAILS.

CABINET GROUNDING SYSTEM USING A #8 AWG GROUND

6. BOND EACH TRAFFIC POLE AND PEDESTAL BACK TO THE

PAVEMENT LIMITS.

CAP THEM UNDERGROUND AT THE ALABAMA STREET

CONDUITS UNDER THE TRANSIT CENTER DRIVEWAY AND

TRANSIT CENTER CONTRACTOR WILL INSTALL THE

ALABAMA STREET AT THE LOCATION INDICATED. THE

5. EXTEND THE PAIR OF 2-INCH PVC CONDUITS ACROSS

OVERHEAD SIGN STRUCTURE.

4. SEE SHEET 12 FOR MOTIFICATIONS TO THE EXISTING

INSTALLED TO POINT EAST (ACROSS ALABAMA STREET).

FACING NORTH. THE ARROW ON THE SIGNS SHOULD BE

SIGNAL POLE. ONE SIGN FACING SOUTH AND ONE SIGN

3. INSTALL TWO "NO PEDESTRIAN CROSSING" SIGNS ON THE

BORED 2-INCH HDPE MAY BE SUBSTITUTED FOR 2-INCH PVC.

OTHERWISE NOTED ON THE DRAWING. DIRECTIONALLY

2. ALL NEW CONDUIT SHALL BE 2-INCH PVC, UNLESS

FUTURE INSTALLATION OF A PEDESTRIAN PUSH BUTTON.

INDICATION, AS SHOWN ON THE PLANS, TO ALLOW FOR

1. PROVIDE A SPARE 3C/14 CABLE AT EACH PEDESTRIAN

NOTES:

IN HANDHOLE. (SEE NOTE 7)

COIL 75 FEET OF EVP CABLE

EVP

CAT5e

3-9C/14

5C/14

3C/14

EVP

CAT 5e

9C/14

4-5C/14

3-3C/14

EVP

CAT5e

3-9C/14

5C/14

3C/14

2-EVP

F/O

2-CAT 5e

4-9C/14

6-5C/14

5-3C/14

PVC CONDUITS:

SIX 2-INCH

EVP

CAT 5e

9C/14

3-5C/14

2-3C/14

EVP

CAT 5e

9C/14

5C/14

3C/14

(SEE NOTE 7)

IN HANDHOLE.

OF EVP CABLE

COIL 75 FEET

WV

WVWV

WV

WV

E

E

E

E

T

E

E

E

E

T

T

T

E

E

E

E

T

TF

TF

TF

TF

SS

SS

EB

EB

EB

SM

SM

EB

EB

EB

CO

MM

WV

SS

TF

$TI

ME

$TI

ME:

$D

AT

E$

DA

TE:

LO

CA

TIO

N:

$FIL

E$






REVISIONS

DATE REMARKS


DESIGN ENGINEER

YEAR SHEET TOTAL

17

SCALE: 1" = 20’

DATE

1-23-15No.

STATE OF

ANAIDNI

DERETSIGER

RE

ENI

GNE LANOISSE

FO

RP

HTIMS

.M NIMAJNEB

10808998

2015

DRAWN BY

BMS

PROJECT NO.




TF

TF

0’ 40’20’0’ 40’20’

F4F3

F7 F8

F1

PHASE DIAGRAM

F2

F6F5

ALL FLASH RED

NO PREFERENTIAL

LANE

LOOP TAGGING TABLE

TAG - NUMBER

DETAIL A

10’ SCALE

LEGEND

EX. SIGNAL HANDHOLE



TF

EX. SIGNAL MAST ARM




NEW SIGNAL HANDHOLE





FOUNDATION W/PEDESTRIAN INDICATION

NEW 10’ SIGNAL PEDESTAL AND "A"


DE

LA

WA

RE S

T (2

5

MP

H)

003155

40’ MAST ARM

DELAWARE STREET &

PEARL STREET

WASHINGTON ST

CENTER

TRANSIT

E

EBLT

F/O

5C/14

3C/14

F/O

5C/14

3C/14

WBRT RL

WBRT LL

WBRT RL

WBRT LL

EBLT

WBRT RL

WBRT LL

EBLT

5C/14

3C/14

5C/14

5C/14

3C/14

5C/14

3C/14

5C/14

3C/14


NEW SENSYS VEHICLE

SEE DETAIL A

5C/14

5C/14

ELECTRIC SERVICE ON CABINET

P-1 FOUNDATION WITH METERED

AND CABINET ON MODIFIED

NEW ASC/3-1000 CONTROLLER

EX. 9-2C/16

EX. 8-3C/14

EX. 10-5C/14

EX. 9C/14

EX. 3-11C/14

EX. 3-F/O

NEW F/O

BURIED STEAM UTILITY

HDPE CONDUITS UNDER DRIVEWAY

DIRECTIONAL BORE (2) 2-INCH

NEW TRAFFIC CONDUIT (SEE NOTE 2)

2-5C/14

FROM BURIED STEAM UTILITY.

REQ’D TO RESIST HEAT DAMAGE

(2) 2-INCH FIBERGLASS CONDUITS

40’ MAST ARM

5C/14

2-5C/145C/14

2-5C/14

"DELAWARE ST"

2-5C/14

"DELAWARE ST"

NEW OVERHEAD SIGN

POLE FACING WEST)

R5-11 (MOUNT ON

SEE NOTE 3

R6-2R

R6-2L

POLE FACING EAST)

R10-11a (MOUNT ON

R6-2R

10

25’ MAST ARM

25’ MAST ARM


CONDUIT)

(IN EX. IPL

COPPER

2-1C/4

CONDUIT)

(IN EX. IPL

COPPER

2-1C/4

SERVICE WIRES IN EXISTING MANHOLE.

COORDINATE WITH IPL TO TERMINATE

(FOR 120V 2-WIRE SERVICE)

2-1C/4 COPPER

& ALABAMA

TO WASHINGTON



PROVIDED BY OTHERS

MAST ARM FOUNDATION

PROVIDED BY OTHERS

PEDESTAL FOUNDATION



TRAFFIC HANDHOLE.

CONNECT THROUGH A

MANHOLE. DO NOT

CABINET TO THE IPL

CONNECT THE TRAFFIC

CONDUIT SHALL DIRECTLY

2-INCH SCHEDULE 80 PVC.

EVP

CAT5e

2-9C/14

5C/14

3C/14

EVP

CAT5e

2-9C/14

2-5C/14

2-3C/14

TO EACH POLE.

75 FEET OF SLACK CABLE IN THE HANDHOLES ADJACENT

CABINET TO THE BASE OF EACH MAST ARM POLE. COIL

SYSTEM. INSTALL TWO SETS OF CABLE PAIRS FROM THE

CABLE FOR A FUTURE EMERGENCY VEHICLE PREEMPTION

DETECTOR CABLE AND A NEW 3C/14 CONFIRMATION BEACON

6. "EVP" DENOTES BOTH A NEW OPTICOM MODEL 1070 GPS


CABINET GROUNDING SYSTEM USING A #8 AWG GROUND

5. BOND EACH TRAFFIC POLE AND PEDESTAL BACK TO THE

TO DELAWARE STREET.

4. SEE SHEET 8 FOR PAVEMENT MARKING MODIFICATIONS

INSTALLED TO POINT WEST (ACROSS DELAWARE STREET).

FACING NORTH. THE ARROW ON THE SIGNS SHOULD BE

SIGNAL POLE. ONE SIGN FACING SOUTH AND ONE SIGN

3. INSTALL TWO "NO PEDESTRIAN CROSSING" SIGNS ON THE

BORED 2-INCH HDPE MAY BE SUBSTITUTED FOR 2-INCH PVC.

OTHERWISE NOTED ON THE DRAWING. DIRECTIONALLY

2. ALL NEW CONDUIT SHALL BE 2-INCH PVC, UNLESS

FUTURE INSTALLATION OF A PEDESTRIAN PUSH BUTTON.

INDICATION, AS SHOWN ON THE PLANS, TO ALLOW FOR

1. PROVIDE A SPARE 3C/14 CABLE AT EACH PEDESTRIAN

NOTES:

2-EVP

3-CAT5e

F/O

4-9C/14

6-5C/14

5-3C/14

PVC CONDUITS:

SIX 2-INCH

EVP

2-CAT5e

F/O

2-9C/14

3-5C/14

3-3C/14

(SEE NOTE 6)

IN HANDHOLE.

OF EVP CABLE

COIL 75 FEET

(SEE NOTE 6)

IN HANDHOLE.

OF EVP CABLE

COIL 75 FEET

EVP

2-CAT5e

F/O

2-9C/14

2-5C/14

2-3C/14

EVP

2-CAT5e

2-9C/14

5C/14

3C/14

FOR UTILITY

RESERVED

CONDUIT

ST

ST

T

TFTF

WV

TF

WV

WVWV

ST

WM

WV

WV

WV

WV

T

T

E

TF

TF

TF

SS

SS

EB

EB

EB

EB

EB

ST

TF

TFT

T

$TI

ME

$TI

ME:

$D

AT

E$

DA

TE:

LO

CA

TIO

N:

$FIL

E$






REVISIONS

DATE REMARKS


DESIGN ENGINEER

YEAR SHEET TOTAL

17

SCALE: 1" = 20’

DATE

1-23-15No.

STATE OF

ANAIDNI

DERETSIGER

RE

ENI

GNE LANOISSE

FO

RP

HTIMS

.M NIMAJNEB

10808998

2015

DRAWN BY

BMS

PROJECT NO.




0’ 40’20’0’ 40’20’

F4F3

F7 F8

F1

PHASE DIAGRAM

F2

F6F5

ALL FLASH RED

NO PREFERENTIAL

LANE

LOOP TAGGING TABLE

TAG - NUMBER

DETAIL A

10’ SCALE

LEGEND

EX. SIGNAL HANDHOLE



TF

EX. SIGNAL MAST ARM


NEW SIGNAL HANDHOLE






AL

AB

AM

A S

T (2

5

MP

H)

NBLT

NBLT

000060

NBLT

ALABAMA STREET &

WASHINGTON STREET

TFTF

WASHINGTON ST (25 MPH)

SIGN FOR REUSE ON SITE)

(SALVAGE NO LEFT TURN

HEADS, AND SHEET SIGNS

REMOVE POLE, MAST ARM,

FROM REMOVED MAST ARM

REINSTALL NO LEFT TURN SIGN

2-INCH HDPE CONDUITS

DIRECTIONAL BORE (2)

EX. F/O

EX. F/O

EX. 9C/14

NEW CAT5e


NEW SENSYS VEHICLE

SEE DETAIL A

EX. 5C/14

EX. 3C/14

EX. 5C/14

EX. 3C/14

EX. 9C/14

EX. 9C/14

EX. 5C/14

EX. 3C/14

EX. 5C/14

EX. 3C/14

EX. 9C/14

EX. 2-5C/14

EX. 2-3C/14

EX. 3-9C/14

EX. 4-5C/14

EX. 4-3C/14

NEW CAT5e

CONDUIT AND CABINET

REMOVE EX. CABLES FROM

EX. 2-5C/14

EX. 2-3C/14

EX. 5C/14

EX. 3C/14

EX. 2-F/O

EX. 2-3C/14

EX. 2-5C/14

NEW 9C/14

EX. 2-F/O

EX. 2-3C/14

EX. 2-5C/14

NEW 9C/14

EX. 3C/14

EX. 5C/14

NEW 9C/14

NEW 9C/14

NEW 20’ MAST ARM

EX. 2-3C/14

EX. 2-5C/14

NEW TRAFFIC CONDUIT

(2) 2-INCH PVC CONDUITNEW OVERHEAD SIGN

NEW 5C/14

R5-1

11

"WASHINGTON ST"

2-INCH PVC CONDUITS

NEW 9C/14 IN (2)

POLE FACING SOUTH)

R6-2L (MOUNT ON


BUIL

DIN

G

EN

TR

Y T

O

CO

ND

UIT

& DELAWARE

TO WASHINGTON

SEE SPECIAL PROVISIONS FOR ADDITIONAL DETAILS.

GROUNDING SYSTEM USING A #8 AWG GROUND WIRE.

2. BOND THE NEW TRAFFIC POLE BACK TO THE CABINET

COULD NOT BE VISUALLY VERIFIED AT ALL LOCATIONS.

HOWEVER, THE EXACT PATH AND NUMBER OF CABLES

LOCATION OF THE EXISTING CONDUITS AND CABLES;

THIS SHEET REPRESENT THE BEST GUESS AS TO THE

OF EACH HANDHOLE AND CABINET. PLAN NOTES ON

INTERCONNECT PLANS, AND FIELD INVESTIGATIONS

TRAFFIC SIGNAL PLANS, REGIONAL CENTER

1. EXISTING SIGNAL CABLES ARE BASED ON ORIGINAL

NOTES:





(NORTHBOUND LEFT TURN)

SWITCH FOR PHASE 3

FURNISH A NEW LOAD

REMOVE ONE WAY SIGN

$TI

ME

$TI

ME:

$D

AT

E$

DA

TE:

LO

CA

TIO

N:

$FIL

E$






REVISIONS

DATE REMARKS


DESIGN ENGINEER

YEAR SHEET TOTAL

17

SCALE: 1" = 20’

DATE

1-23-15No.

STATE OF

ANAIDNI

DERETSIGER

RE

ENI

GNE LANOISSE

FO

RP

HTIMS

.M NIMAJNEB

10808998

2015

DRAWN BY

BMS

PROJECT NO.



000175

ALABAMA STREET &

PEARL STREET

OVERHEAD SIGN STRUCTURE

ALABAMA ST

AND MAST ARM

REMOVE POLE

SHEET SIGN

REMOVE

SHEET SIGN

REMOVE

BLANK-OUT SIGN

REMOVE

SHEET SIGN

REMOVE

SIDEWALK PANEL.

REMOVE AND REPLACE ENTIRE

BELOW TOP OF SIDEWALK.

ANCHOR BOLTS TO 4 INCHES

REMOVE FOUNDATION AND

BLANK-OUT TO NEXT LANE

MOVE "GARAGE PARKING"

INDICATION

PEDESTRIAN

INSTALL NEW

INDICATION

3-FACE SIGNAL

INSTALL NEW

NAME SIGNS

REMOVE STREET

NEXT SIGN STRUCTURE

BLANK-OUT TO END OF

MOVE "SURFACE PARKING"

12


TO THE CABINET GROUNDING SYSTEM USING A #8 AWG GROUND

1. BOND THE REMAINING OVERHEAD PARKING SIGN STRUCTURE BACK

NOTES:

$TI

ME

$TI

ME:

$D

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DA

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LO

CA

TIO

N:

$FIL

E$






REVISIONS

DATE REMARKS

DESIGN ENGINEER

YEAR SHEET TOTAL

17

SCALE:

DATE

1-23-15No.

STATE OFANAIDNI

DERETSIGER

RE

ENI

GNE LANOISSE

FO

RP

HTIMS

.M NIMAJNEB

10808998

2015

DRAWN BY

BMS

PROJECT NO.



MODIFIED P-1 FOUNDATION

13

NTS

CABINET

SIGNAL

TRAFFIC

6’-

0"

MA

X.

4’-

0"

MA

X.

FOUNDATION

MODIFIED P-1

5’-6" 2’-8"

2’-

0"

1’-0"

(SEE NOTE 3)

TO IPL MANHOLENOTES:

PVC CASEMENT PIPE

2-INCH HDPE IN SCH. 80

2-INCH SCH. 80 PVC OR

(SEE NOTE 4)

SERVICE WIRES

TO IPL MANHOLE

#4 SERVICE WIRES,

- CELL: (317) 850-0105

- OFFICE: (317) 261-8955

THE IPL MANHOLE.

TERMINATION OF THE CONDUIT AND SERVICE WIRES INSIDE

AN IPL REPRESENTATIVE TO MEET ON SITE TO COORDINATE

IN THE WALL OF THE IPL HANDHOLE. DAVE WILL SCHEDULE

5. CONTACT DAVE LUFCY AT IPL PRIOR TO PUNCHING A HOLE

ATTACH THE WIRES TO THE WALL OF THE MANHOLES.

BY IPL TO TERMINATE THE SERVICE WIRES AND TO

INSIDE EACH IPL MANHOLE. SLACK WIRE WILL BE USED

- PROVIDE 15’ OF SLACK ALONG EACH #4 SERVICE WIRE

CABINET-MOUNTED DISCONNECT AND THE IPL MANHOLE.

4. PROVIDE (2) #4 AWG COPPER SERVICE WIRES BETWEEN THE

- MAXIMUM LENGTH OF 2-INCH CONDUIT = 200 FEET

WITH NO MORE THAN 360° OF BENDS.

3. THE CONDUIT SHALL BE EXTENDED TO THE IPL MANHOLE

SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

2. ALL EQUIPMENT, INCLUDING THE SERVICE CABLE AND CONDUIT,

VERIFY ALL SERVICE DETAILS WITH IPL.

1. THIS DETAIL MODIFIES IPL GOLDBOOK DRAWING GB8-020.

DISCONNECT

LOCKABLE 120V

JUMPER

BONDING

MAIN

NEUTRALPHASE

PER IPL GOLDBOOK

METER INSTALLATION 40A

POWER PANEL

TO CABINET

(1) #8 NEUTRAL

(1) #8 PHASE

(1) #10 GROUND

(1) #8 NEUTRAL

(1) #8 PHASE

GROUND ROD

BOUNDED TO

(1) #4 GROUND

WIRING DIAGRAM

SEE WIRING DIAGRAM

NEMA 3R RATED

HEAVY DUTY (HD) RATED

SERVICE ENTRANCE RATED

SERVICE DISCONNET

WITH METERED SERVICE

DETAIL

14

BMS

SIGN DETAILSLL

LL

0.8

4

5 9.82.82.4

5

0.7

5.5

25

5.0 8.4 12.0

17.6

d1-1C; 1.5" Radius, 0.3" Border, White on Green;

[300] D; [E] D;

58

5.4 53.1 8 12.1 5.4

5

18

84

5.4 15.5

19.5

27.6

34.5

42.6

53.5

66.5

74.6

1.5" Radius, 1.0" Border, White on Green;

[Alabama St] E Mod;

Alabam a St

300 E

0.8

4

5 9.82.82.4

5

0.7

5.5

25

5.0 8.4 12.0

17.6


[200] D; [E] D;

58

5.3 55.3 8 12.1 5.3

5

18

86

5.3 13.8

21.4

25.4

32.8

42.3

50.4

55.5

68.6

76.7


[Delaware St] E Mod;

200 E

Delaware St0.8

4

6 6.3 42.7

6

0.7

5.5

25

6.0 9.5 16.3


[00 S] D;

58

5.3 71.4 8 12 5.3

5

18

102

5.3 15.6

22.9

30.4

38.6

43.2

50.7

58.0

63.8

71.6

84.7

92.7


[Washington St] E Mod;

00 S

W ashington St

No.

STATE OF

ANAIDNI

DERETSIGER

RE

ENI

GNE LANOISSE

FO

RP

HTIMS

.M NIMAJNEB

10808998

BMS

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SHEETS

$PLO

T_

DA

TE$

$PLO

T_TIM

E$

Plot:

$A

M_P

M$

$FILE$



REVISIONDATE BY



317-532-5400


of 17


PROJECT

25627790

1/23/2015

15

BMS

SIGN DETAILSLL

LL

No.

STATE OF

ANAIDNI

DERETSIGER

RE

ENI

GNE LANOISSE

FO

RP

HTIMS

.M NIMAJNEB

10808998

BMS

33

4 4

2.3

2

1.2 9.6

2.2

21.2 9.6

23.5

2 8

4

1.2

1.2

2

2

22

12

R9-3 mod;

1.5" Radius, 0.4" Border, 0.4" Indent, Black on White;

[NO] C;

[PEDESTRIAN] B 63} spacing;

[CROSSING] C 62} spacing;

Standard Arrow Custom 8.0" X 3.5" 180{;

CROSSING

PEDESTRIAN

NO

33

4 4

2.3

2

1.2 9.6

2.2

2

1.2 9.6

23.5

2 8

4

1.2

1.2

2

2

22

12

R9-3 mod;

1.5" Radius, 0.4" Border, 0.4" Indent, Black on White;

[NO] C;

[PEDESTRIAN] B 63} spacing;

[CROSSING] C 62} spacing;

Standard Arrow Custom 8.0" X 3.5" 0{;

CROSSING

PEDESTRIAN

NO

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SHEETS

$PLO

T_

DA

TE$

$PLO

T_TIM

E$

Plot:

$A

M_P

M$

$FILE$



REVISIONDATE BY



317-532-5400


of 17


PROJECT

25627790

1/23/2015

16

No.

STATE OF

ANAIDNI

DERETSIGER

RE

ENI

GNE LANOISSE

FO

RP

HTIMS

.M NIMAJNEB

10808998

QUANTITY SUMMARYLL LL

BMSBMS

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SHEETS

$PLO

T_

DA

TE$

$PLO

T_TIM

E$

Plot:

$A

M_P

M$

$FILE$



REVISIONDATE BY



317-532-5400


of 17


PROJECT

25627790

1/23/2015

17

No.

STATE OF

ANAIDNI

DERETSIGER

RE

ENI

GNE LANOISSE

FO

RP

HTIMS

.M NIMAJNEB

10808998

QUANTITY SUMMARYBMS

LL LL

BMS

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SHEETS

$PLO

T_

DA

TE$

$PLO

T_TIM

E$

Plot:

$A

M_P

M$

$FILE$



REVISIONDATE BY



317-532-5400


of 17


PROJECT

25627790

1/23/2015

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