CITY OF INDIANAPOLIS DEPARTMENT OF PUBLIC · PDF fileMCI Communication Services, Inc. email:...
Transcript of CITY OF INDIANAPOLIS DEPARTMENT OF PUBLIC · PDF fileMCI Communication Services, Inc. email:...
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WASHINGTON ST.
MARYLAND ST.
DELA
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SYLV
ANIA S
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ALA
BA
MA S
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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
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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]
Indianapolis, IN 46220
5858 N. College Ave.
Michael Haynes
AT & T - Distribution
email: [email protected]
Indianapolis, IN 46220
5858 N. College Ave.
Michael Haynes
AT & T - Transmission
email: [email protected]
Indianapolis, IN 46220
5858 N. College Ave.
Michael Haynes
AT & T - Transmission/TCG
email: [email protected]
Indianapolis, IN 46218
3030 Roosevelt Ave.
Jason Kirkman
Brighthouse Networks Indianapolis
email: [email protected]
Indianapolis IN 46202
2150 Martin Luther King Jr. St.
Richard A. Miller
Citizens Gas & Coke Utility - Indpls.
email: [email protected]
Indianapolis IN 46204
398 Kentucky Ave.
Robert Asher
Citizens Thermal Energy Steam/Chill Water
email: [email protected]
Indianapolis IN 46206
1220 Waterway Blvd.
Jeff Miller
Citizens Water
email: [email protected]
Rochester NY 14618
300 Meridian Center
Jim Highsmith
Fibertech
email: [email protected]
Indianapolis IN 46221
1230 W. Morris St.
Rhonda Williams
Indianapolis Power & Light Company
email: [email protected]
Bromfield CO 80602
1025 Eldorado Blvd.
Jeremy Berger
Level 3 Communications
email: [email protected]
Indianapolis, IN 46225
730 W. Henry St.
Chris Fowler
MCI Communication Services, Inc.
email: [email protected]
Denver, CO 80202
1801 California St.
George Mcelvain
Qwest Communication Company, LLC
email: [email protected]
Indianapolis, IN 46268
4625 W. 86th St. Suite 500
Larry Benson
TW Telecom of Indiana L.P.
No contact information available
Urban Systems, LLC
email: [email protected]
Indianapolis, IN 46225
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:
CHECKED:
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DEPARTMENT OF PUBLIC WORKS
INDIANAPOLISREVISIONS
REVISIONDATE BY
Indianapolis, In 46204
One Indiana Square, Suite 2100
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
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
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DEPARTMENT OF PUBLIC WORKS
INDIANAPOLISREVISIONS
REVISIONDATE BY
Indianapolis, In 46204
One Indiana Square, Suite 2100
317-532-5400
CONSULTANT PROJECT NUMBER
of 17
IndyGo Transit Center
PROJECT
25627790
1/23/2015
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VMS
MARYLA
ND S
TREET
MARION COUNTY JAIL
MA
RYLA
ND S
TR
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
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
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DEPARTMENT OF PUBLIC WORKS
INDIANAPOLISREVISIONS
REVISIONDATE BY
Indianapolis, In 46204
One Indiana Square, Suite 2100
317-532-5400
CONSULTANT PROJECT NUMBER
of 17
IndyGo Transit Center
PROJECT
25627790
1/23/2015
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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
CENTERLINE ALABAMA STREET
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
CENTERLINE ALABAMA STREET
1’-6" Varies
STA. 10+20 TO 12+18
SIDEWALK PARKINGSIDEWALKPARKING
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"
CENTERLINE ALABAMA STREET
1’-6" 1’-6"
STA. 12+18 TO 14+55
SIDEWALK PARKINGSIDEWALKPARKING
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
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
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DEPARTMENT OF PUBLIC WORKS
INDIANAPOLISREVISIONS
REVISIONDATE BY
Indianapolis, In 46204
One Indiana Square, Suite 2100
317-532-5400
CONSULTANT PROJECT NUMBER
of 17
IndyGo Transit Center
PROJECT
25627790
1/23/2015
EED AO
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IP
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A R
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NINR
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OF
STATE
R D
No.860163
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ALABAMA STREET
MARYLA
ND S
TREET
WAS
HIN
GT
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
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
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Plot:
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$FILE$
DEPARTMENT OF PUBLIC WORKS
INDIANAPOLISREVISIONS
REVISIONDATE BY
Indianapolis, In 46204
One Indiana Square, Suite 2100
317-532-5400
CONSULTANT PROJECT NUMBER
of 17
IndyGo Transit Center
PROJECT
25627790
1/23/2015
1110
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No.860163
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ALABAMA STREET
MARYLA
ND S
TREET
WAS
HIN
GT
ON S
TR
EET
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
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
$PLO
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$PLO
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DEPARTMENT OF PUBLIC WORKS
INDIANAPOLISREVISIONS
REVISIONDATE BY
Indianapolis, In 46204
One Indiana Square, Suite 2100
317-532-5400
CONSULTANT PROJECT NUMBER
of 17
IndyGo Transit Center
PROJECT
25627790
1/23/2015
TF
TF
TF
EB
TF
TF TF
TRANS
TF
TF
TF
TF
EB
EB
EB
EB
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TF
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1110
10
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EED AO
S GENLIN
IP
E
A R
E
NINR
IONS
EF
A
RGTIS E
OF
STATE
R D
No.860163
F
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TF
TF
TF TF
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TF
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EB
EB
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EB
EB
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LL LL
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
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
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DEPARTMENT OF PUBLIC WORKS
INDIANAPOLISREVISIONS
REVISIONDATE BY
Indianapolis, In 46204
One Indiana Square, Suite 2100
317-532-5400
CONSULTANT PROJECT NUMBER
of 17
IndyGo Transit Center
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
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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
INDYGO TRANSIT CENTER
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
3 FACE, 12" RED, AMBER, GREEN
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
NEW TRAFFIC SIGNAL HEAD,
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
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TF
TF
TF
SS
SS
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EB
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EB
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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
INDYGO TRANSIT CENTER
ENG-13-006DESIGN CONTRACT 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
3 FACE, 12" RED, AMBER, GREEN
EX. TRAFFIC SIGNAL HEAD,
TF
EX. SIGNAL MAST ARM
3 FACE, 12" RED, AMBER, GREEN
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)
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
DETECTION ACCESS POINT
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
NEW SIGNAL MAST ARM POLE AND FOUNDATION
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
3 FACE, 12" RED ARROW, AMBER ARROW, GREEN ARROW
NEW TRAFFIC SIGNAL HEAD,
PROVIDED BY OTHERS
MAST ARM FOUNDATION
PROVIDED BY OTHERS
PEDESTAL FOUNDATION
EX. PVC CONDUIT BANK
(PROVIDED BY OTHERS)
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
WIRE. SEE SPECIAL PROVISIONS FOR ADDITIONAL DETAILS.
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
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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
INDYGO TRANSIT CENTER
ENG-13-006DESIGN CONTRACT 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
3 FACE, 12" RED, AMBER, GREEN
EX. TRAFFIC SIGNAL HEAD,
TF
EX. SIGNAL MAST ARM
EX. CONTROLLER AND "P" CABINET
NEW SIGNAL HANDHOLE
PEDESTRIAN INDICATION
EX. SIGNAL PEDESTAL WITH
VEHICLE DETECTION PUCK
NEW SENSYS NON-COUNTING
EX. TRAFFIC CONDUIT(S)
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
DETECTION ACCESS POINT
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
NEW SIGNAL MAST ARM POLE AND FOUNDATION
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:
3 FACE, 12" RED ARROW, AMBER ARROW, GREEN ARROW
NEW TRAFFIC SIGNAL HEAD,
EX. PVC CONDUIT BANK
(PROVIDED BY OTHERS)
(NORTHBOUND LEFT TURN)
SWITCH FOR PHASE 3
FURNISH A NEW LOAD
REMOVE ONE WAY SIGN
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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.
INDYGO TRANSIT CENTER
ENG-13-006DESIGN CONTRACT 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
WIRE. SEE SPECIAL PROVISIONS FOR ADDITIONAL DETAILS.
TO THE CABINET GROUNDING SYSTEM USING A #8 AWG GROUND
1. BOND THE REMAINING OVERHEAD PARKING SIGN STRUCTURE BACK
NOTES:
$TI
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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
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.
INDYGO TRANSIT CENTER
ENG-13-006DESIGN CONTRACT 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
d1-1C; 1.5" Radius, 0.3" Border, White on Green;
[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
1.5" Radius, 1.0" Border, White on Green;
[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
d1-1C; 1.5" Radius, 0.3" Border, White on Green;
[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
1.5" Radius, 1.0" Border, White on Green;
[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
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
$PLO
T_
DA
TE$
$PLO
T_TIM
E$
Plot:
$A
M_P
M$
$FILE$
DEPARTMENT OF PUBLIC WORKS
INDIANAPOLISREVISIONS
REVISIONDATE BY
Indianapolis, In 46204
One Indiana Square, Suite 2100
317-532-5400
CONSULTANT PROJECT NUMBER
of 17
IndyGo Transit Center
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
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
$PLO
T_
DA
TE$
$PLO
T_TIM
E$
Plot:
$A
M_P
M$
$FILE$
DEPARTMENT OF PUBLIC WORKS
INDIANAPOLISREVISIONS
REVISIONDATE BY
Indianapolis, In 46204
One Indiana Square, Suite 2100
317-532-5400
CONSULTANT PROJECT NUMBER
of 17
IndyGo Transit Center
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
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
$PLO
T_
DA
TE$
$PLO
T_TIM
E$
Plot:
$A
M_P
M$
$FILE$
DEPARTMENT OF PUBLIC WORKS
INDIANAPOLISREVISIONS
REVISIONDATE BY
Indianapolis, In 46204
One Indiana Square, Suite 2100
317-532-5400
CONSULTANT PROJECT NUMBER
of 17
IndyGo Transit Center
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
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
$PLO
T_
DA
TE$
$PLO
T_TIM
E$
Plot:
$A
M_P
M$
$FILE$
DEPARTMENT OF PUBLIC WORKS
INDIANAPOLISREVISIONS
REVISIONDATE BY
Indianapolis, In 46204
One Indiana Square, Suite 2100
317-532-5400
CONSULTANT PROJECT NUMBER
of 17
IndyGo Transit Center
PROJECT
25627790
1/23/2015