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C NCRETE PAVEMENT (MATCH ADJACENT)
THICKNESS ESTIMATED AT 10 INCHES.
75�
HLF RIGHT -OF -WAY L.M.E. 0 U.E.
660:' 4r M-,
PROPOSED FACE OF CENTER CURB SHALL BE APPROXIMATELY 6" FROM EXISTING
SOLID YELLOW LINE.
LOOP SENSORS IN THIS AREA OF PAVEMENT REMOVAL AND REPLACEMENT. LOOP
SENSORS ARE TO BE REMOVED AND REPLACED. FULL DEPTH CONCRETE PAVEMENT
FROM THE CROWN OF THE STREET INTO AND INCLUDING THE CONCRETE CENTER CURB
TO BE SAWCUT AND REMOVED. CONCRETE PAVEMENT PLACED SHALL MATCH
DEPTH OF THE EXISTING PAVEMENT (ESTIMATED AT 12 INCHES). CONCRETE TO BE
REPLACED MUST CONFORM TO INDOT SPECIFICATIONS FOR CONCRETE PAVEMENT.
EPDXY COATED #8 REINFORCING STEEL, 2 FEET IN LENGTH, SHALL BE PLACED AT
1 FOIOT SPACING WITH A 1 FOOT EMBEDMENT INTO THE EXISTING PAVEMENT AT ALL
COLE JOINTS BETWEEN EXISTING AND PROPOSED CONCRETE PAVEMENTS.
NEW CONCRETE
EPDXY COATED #8 REBAR SHALL BE PLACED AND JOINTS CUT INTO
PAVEMENT, MATCHING THE JOINTS OF THE EXISTING ADJACENT PAVEMENT. ALL JOINTS
AND REBAR PLACEMENT SHALL CONFORM TO INDOT STANDARDS S FOR CONCRETE TO
PAVEMENT, SURFACE TR SHALL MATCH THE EXISTING
SHEET C6 FOR PROPOSED GRADING.
FULL DEPTH CONCRETE PAVEMENT FROM THE CROWN OF THE STREET
ET I T PA N
INCLUDING THE CENTER .CURB TO BE SAWCUT AND REMOVED. CONCRETE
SHALL MATCH DEPTH OF THE' EXISTING PAVEMENT (ESTIMATED AT 12 INCHES). FOR CONCRETE TO BE REPLACED MUST CONFORM TO INDOT SPECIFICATIONS E
PAVEMENT. EPDXY COATED #8 REINFORCING STEEL, 2 FEET IN LENGTH, EXISTING SHALL BE
PLACED AT 1 FOOT SPACING WITH A 1 FOOT EMBEDM Np T PROPOSED CONCRETE
PAVEMENT AT ALL COLD JOINTS BETWEEN EXISTING REBAR SHALL BE PLACED
PAVEMENTS. JOINTS WITH EPDXY COATED
AND JOINTS CUT INTO THE NEW CONCRETE PAVEMENT, MATCHING THE JOINTS OF THE CONFORM
EXISTING ADJACENT PAVEMENT. ALL JOINTS AND PLACEMENT SHALL
SHALL MATC
TO INDOT STANDARDS FOR CONCRETE PAVEMENT. FOR PROPOSED GRADING.
THE EXISTING PAVEMENT. REFER TO SHEET
AS PHALT PLACED ON 96tH. STREET MUST BE A SMA SURFACE CONFORMING TO
INDOT SPECIFICATIONS OR HOT MIX ASPHALT.
CONTRACTOR TO COORDINATE WITH CITY OF INDIANAPOLIS, DEPARTMENT OF
PUBLIC WORKS ON REQUIRED SIGNAGE ALONG BRANDT ROAD NORTH, NO
LEFT TURN AT 96th. STREET.
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NOTES:
1. ALL PAVEMENT STRIPING AND LANE MARKINGS SIZE AND SPACING ARE TO
BE PLACED ACCORDING TO I.N.D.O.T. STANDARDS.
2. CONTRACTOR TO COORDINATE ALL WORK IN RIGHT —OF —WAY WITH CITY OF
CARMEL. ANY AND ALL LANE CLOSINGS SHALL BE COORDINATED WITH CITY
OF CARMEL.
3. DURING RIGHT —OF —WAY IMPROVEMENTS, CONTRACTOR TO COORDINATE SIGNAL
A 6th. STREET AND GRAY ROAD OPERATION WITH CITY OF CARMEL.
River
Ridge
Lane
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ADD SIGN STATING, "RIGHT TURN MUST TURN RIGHT"
CONTRACTOR TO COORDIDINATE WITH CITY OF CARMEL
END OF MILLIING AND RESURFACING
TO BE AT CONCRETE EDGE.
60 HALF RIGHT -O F-WAY
2' NON- ACCESS EASEMENT
15 D. U.L.
60' B.S.L.
SCALE: 1" 50'
60' HALF RIGHT -OF -WAY
1 5' LM.E. D. U.E.
GRAY RD. ENTRANCE PLAN
60' B.S.L.
i46
NG PAVEMENT EDGE
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2' NON- ACCESS EASEMENT
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15 L.M.E. D. U.E.
60' HALF RIGHT -OF -WAY
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SWALE.— 31VMS 31YMS T1WMS
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A�pROXIMATE LOCATION
OF 4- FORCE MAIN
APPROXIMATE LOCATION
OF 4 FORCE MAIN
APPROXIMATE LOCATION
OF 4 FORCE MAN
15'
SWALE
FIB-•- FM— FM-- FM-
ENTRANCE PLAN NOTES
0
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SEE CURB DETAIL
THIS SHEET
SEE CURB DETAIL
THIS SHEET
SAW CUT EXISTING
PAVEMENT
1 800 382 5544
CALL BEFORE YOU DIG
2' -0"
"DON'T DIG BLIND"
CONCRETE CURB
3' STONE SHOULDER
PAVEMENT MESSAGE MARKING, THERMOPLASTIC
LANE INDICATION ARROW
PAVEMENT MESSAGE MARKING, THERMOPLASTIC
WORD, ONLY
PAVEMENT MESSAGE MARKING, THERMOPLASTIC
SOUD HATCHING, 4" WHITE
24" WHITE STOP LINE, THERMOPLASTIC
8" YELLOW THERMOPLASTIC UNE
12" YELLOW THERMOPLASTIC UNE
8 YELLOW THERMOPLASTIC UNE
R/W GRAY ROAD PAVEMENT (SEE DETAIL SHEET 15)
R/W 96TH STREET PAVEMENT (SEE DETAIL SHEET 15)
FLOW OF TRAFFIC
STONE SHOULDER
HEAVY DUTY ASPHALT PAVEMENT
PERMANENT SEEDING
R/W 96TH STREET PAVEMENT
R/W GRAY ROAD PAVEMENT
1 1/2" MILLING RESURFACING OF EXISTING ROADWAY
CONCRETE CENTER CURB
NOT TO SCALE
LEFT TURN
LANE
14' -0"
5'+/—
SAW CUT EXISTING
PAVEMENT
MILL 1/4"
REMOVE EXISTING
ASPHALT PAVEMENT
1
SECTION "A -A"
NOT TO SCALE
13' -0"
SECTION "B -B"
NOT TO SCALE
1
MATCH EXISTING SLOPE
WEDGE LEVEL AS NEEDED
FOR CONSTRUCTION
EXISTING
ROAD CROWN
LEFT TURN
LANE
14' -0"
5'+/—
SECTION "C -C"
NOT TO SCALE
9 1
6"
TYPICAL CURB DETAIL
NOT TO SCALE
WEDGE LEVEL AS NEEDED
FOR CONSTRUCTION
1
MATCH EXISTING SLOPE
EXISTING
ROAD CROWN
0
L
6" MINIMUN TOPSOIL
PERMANENT SEEDING
REQ'D
SEE CURB DETAIL
THIS SHEET
SAW CUT EXISTING
PAVEMENT
EXISTING
ROAD CROWN
B— BORROW
BACKFILL
ft
2' —O"
MILL 1/4"
SAW CUT EXISTING
PAVEMENT,
TBM 1
HARRISON MONUMENT, SE COR. SE 1/4
SECTION 8— T17N —R4E. INTERSECTION OF
96TH STREET AND GRAY ROAD.
ELEVATION 740.75
NOT.
SEE CURB DETAIL
THIS SHEET
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RELEASED FOR CONSTRUCTION
APPROVAL
REVISIONS
REV. NO DATE
1 6 -19 -03
2 6 -19 -03
/5\ 7/24/03
Q6 9/9/03
11/7/03
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PROJECT NO
DATE
SHEET TITLE
SHEET NO
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MID STATES Job Number: 121 -5345
DESCRIPTION
PARKING ISLAND REMOVED
SIGN RELOCATION
CHANGE BULLETIN 1
CHANGE BULLETIN 4
CHANGE BULLETIN 6
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20- 01024.02
May 8, 2003
96TH. STREET GRAY ROAD
ENTRANCE PLAN
C
of 15
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