Signal installation at Tapp Road and Deborah Drive ...
Transcript of 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
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-
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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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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
Existing GroundExisting Ground
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
HORIZONTAL SCALE BRIDGE FILE
DESIGNATION
SHEETSof
PROJECTCONTRACT
SURVEY BOOK
RECOMMENDEDFOR APPROVAL
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANADEPARTMENT OF TRANSPORTATION
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DATEDESIGN ENGINEER
TAB TAB
FS
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'
HORIZONTAL SCALE BRIDGE FILE
DESIGNATION
SHEETSof
PROJECTCONTRACT
SURVEY BOOK
RECOMMENDEDFOR APPROVAL
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANADEPARTMENT OF TRANSPORTATION
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DATEDESIGN ENGINEER
TAB TAB
FS
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
86 XW2-6-A "WORKSITE ADDED PENALTY" Sign
87 XG20-2a "END CONSTRUCTION" Sign
88 XW20-1-A "ROAD CONSTRUCTION AHEAD" Sign
CONSTRUCTION SIGN SCHEDULEITEM TOTALS
TYPE 'A' SIGNXG20-2a 3 EACHXW2-6-A 2 EACHXW20-1-A 3 EACHTOTAL TYPE 'A' SIGN 8 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 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
Existing GroundExisting Ground
R/WR/W
ZoneConstruction
Zone12'
Tapp Road - Phase II
9' 9'1'1' 1'
CL
Existing GroundExisting Ground
R/WR/W
ConstructionZone
Deborah Drive - Phase IIBSouth Leg
9'9'1' 1'1'
CL
Existing GroundExisting Ground
R/W R/W
ConstructionZone
Deborah Drive - Phase IIASouth Leg
9'1'
CL
Existing GroundExisting Ground
R/W R/W
Deborah Drive - Phase IICSouth Leg
9'1'
ConstructionZone
HORIZONTAL SCALE BRIDGE FILE
DESIGNATION
SHEETSof
PROJECTCONTRACT
SURVEY BOOK
RECOMMENDEDFOR APPROVAL
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANADEPARTMENT OF TRANSPORTATION
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VERTICAL SCALE
DLZ INDIANA, LLCLD Z
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DATEDESIGN ENGINEER
TAB TAB
FS
1" = 40'
MAINTENANCE OF TRAFFICPHASE II A, B, AND C
5
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
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
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 Deborah Dr. (25 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 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
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 Deborah Dr. (25 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'
HORIZONTAL SCALE BRIDGE FILE
DESIGNATION
SHEETSof
PROJECTCONTRACT
SURVEY BOOK
RECOMMENDEDFOR APPROVAL
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANADEPARTMENT OF TRANSPORTATION
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VERTICAL SCALE
DLZ INDIANA, LLCLD Z
HAG
Date
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202
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082M
T13
DATEDESIGN ENGINEER
TAB TAB
FS
1" = 40'
MAINTENANCE OF TRAFFICPHASE II A, B, AND C
6
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
CONSTRUCTION SIGN SCHEDULEITEM TOTALS
TYPE 'A' SIGNXG20-2a 3 EACHXW2-6-A 2 EACHXW20-1-A 3 EACHTOTAL TYPE 'A' SIGN 8 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 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
HORIZONTAL SCALE BRIDGE FILE
DESIGNATION
SHEETSof
PROJECTCONTRACT
SURVEY BOOK
RECOMMENDEDFOR APPROVAL
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANADEPARTMENT OF TRANSPORTATION
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VERTICAL SCALE
DLZ INDIANA, LLCLD Z
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DATEDESIGN ENGINEER
TAB TAB
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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 Deborah Dr. (25 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
HORIZONTAL SCALE BRIDGE FILE
DESIGNATION
SHEETSof
PROJECTCONTRACT
SURVEY BOOK
RECOMMENDEDFOR APPROVAL
DATE
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANADEPARTMENT OF TRANSPORTATION
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VERTICAL SCALE
LEGEND
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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
MAG SPIKE SET FLUSHO.P.O.T. 66+26.41 "TAPP", 45.17' LT.
ELEV. = 801.83 (NAVD '88)
N= E=102 1416656.526 3099246.735
MAG SPIKE SET FLUSHO.P.O.T. 68+88.80 "TAPP", 26.51' LT.
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
HORIZONTAL SCALE BRIDGE FILE
DESIGNATION
SHEETSof
PROJECTCONTRACT
SURVEY BOOK
RECOMMENDEDFOR APPROVAL
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANADEPARTMENT OF TRANSPORTATION
------
---
---
9---
VERTICAL SCALE
DLZ INDIANA, LLCLD Z
HAG
Date
: May
14,
202
1, 2
:13p
mFi
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:\Pr
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FL\2
017\
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270
INDO
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69 S
ec. 5
\Tap
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Debo
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Civi
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82DT
10.d
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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