HomeMy WebLinkAbout05030010.3�L7
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o RESIDENTIAL DRI VEWA YS
SIDEWALK A WAY FROM CURB OR NO SIDEWALK)`
CURB
GUTTER
NOTE:
JOINTS SHALL BE CUT z
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WITH A JOINTER HAVING A p
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RADIUS OF 1/4" AND FILLED -
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NTH JOINT FILLER. �
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N O
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-0" MAXIMUM DISTANCE OR WIDTH OF WALK IF �
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LESS THAN 6' -0" BETWEEN TRANSVERSE JOINTS f
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48' BETWEEN EXPANSION JOINTS (MAX.)
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PREPARED SUBGRADE COMPACTED IN ACCORDANCE
qWITH
SECTION 207.02 OF STANDARD INDOT SPECS.
CONCRE TE SIDEWALK
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NO SCALE
NOTES:
BROOM FINISH AND EDGED
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CLASS 'A'
CONCRETE
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6" DEPTH
OF CONCRETE TO BE USED ACROSS DRIVES
IF AGGREGATE
IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4"
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Fri
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--I O
p
�U
m
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o RESIDENTIAL DRI VEWA YS
SIDEWALK A WAY FROM CURB OR NO SIDEWALK)`
CURB
GUTTER
/-//-MEASURED
AT PROPERTY LINE
RADIUS 20' MAX RADIUS 3' -0
TAPER VARIES 12' MIN VARIES TAPER
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Fri
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O y Z
�C7
NO SCALE
NOTES:
USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROLL CURB
FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4 ", BACK OF CURB 12 3/4"
ALL OTHER ROADS FACE OF CURB IS TO BE 7 1/2 ", BACK OF CURB 13 1/2"
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TRANSVERSE JOINT ON BOTH SIDES OF WALK CROSSING DRIVE
STANDARD ROLL CURB
,,,,,-MEASURED
AT PROPERTY LINE
v 1
' TO PROPERTY LINE
CENTERLINE JOINT 1 1/2-
DEEP, OTHERS AS REQUIRED
RES /E/V Tl A L DRl VEWA YS
R ®LLE CURS AND GUTTER WITH
SIDEWALK
EDGES TO BE SAWCUT AND
CLEAN OF DEBRIS AND LOOSE
ASPHALT BEFORE PATCHING
PLOWABLE FILL
1.25xOD +18"
� STREET CUT REPAIR DETAIL
ONO SCALE
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1.5" ASPHALT SURFACE
NOTES:
1. TRENCH SPOIL IS TO BE REMOVED FROM WORK SITE AND DISPOSED OF OUT OF THE RIGHT -OF -WAY
2. PLOWABLE FILL IS TO SERVE AS BACKFILL TO THE DIMENSION LISTED IN THIS DETAIL
3. THE EXISTING PAVEMENT IS TO BE TACK COATED PRIOR TO THE LAYING OF NEW ASPHALT. TACK COAT IS TO BE
APPLIED AS SPECIFIED IN THE LATEST STANDARD OF INDOT SPECIFICATIONS, SECTION 902
4 THE NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE EXISTING SURFACE
5. PLOWABLE FILL SHALL CONFORM TO INDOT SPECIFICATION SECTION 213
I �III�
I LI -I- IJ
I
RING,i DIAGRAM
SCALE: NONE
GROUND IN ACCORDANCE WITH NEC 250.
REFER TO SHEET E -1 FOR PLAN NOTES.
LIGHT FIXTURE
WITH POST
O
- - - - - -I i 1L
J t
36" MINIMUM
EMBEDMENT
NOTE:
JOINTS SHALL BE CUT z
z o
WITH A JOINTER HAVING A p
p- �
o J
J � �
� R
RADIUS OF 1/4" AND FILLED -
-' o w
w
w _
LL- z �
� N
NTH JOINT FILLER. �
L
_
N O
O I I z
z �
-0" MAXIMUM DISTANCE OR WIDTH OF WALK IF �
� .. Z
Z
LESS THAN 6' -0" BETWEEN TRANSVERSE JOINTS f
f-
AT PROPERTY LINE
RADIUS 20' MAX RADIUS 3' -0
TAPER VARIES 12' MIN VARIES TAPER
fTl
O
Fri
o -I
O y Z
�C7
NO SCALE
NOTES:
USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROLL CURB
FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4 ", BACK OF CURB 12 3/4"
ALL OTHER ROADS FACE OF CURB IS TO BE 7 1/2 ", BACK OF CURB 13 1/2"
� O
D
m
D
O C�
F-
I
D
C7
v)
D -cf)-I
ICJ ?>
tC)
D o
V)
m
C
TRANSVERSE JOINT ON BOTH SIDES OF WALK CROSSING DRIVE
STANDARD ROLL CURB
,,,,,-MEASURED
AT PROPERTY LINE
v 1
' TO PROPERTY LINE
CENTERLINE JOINT 1 1/2-
DEEP, OTHERS AS REQUIRED
RES /E/V Tl A L DRl VEWA YS
R ®LLE CURS AND GUTTER WITH
SIDEWALK
EDGES TO BE SAWCUT AND
CLEAN OF DEBRIS AND LOOSE
ASPHALT BEFORE PATCHING
PLOWABLE FILL
1.25xOD +18"
� STREET CUT REPAIR DETAIL
ONO SCALE
C/7
D
� D
O D �
::E fV D
O � �:u
1.5" ASPHALT SURFACE
NOTES:
1. TRENCH SPOIL IS TO BE REMOVED FROM WORK SITE AND DISPOSED OF OUT OF THE RIGHT -OF -WAY
2. PLOWABLE FILL IS TO SERVE AS BACKFILL TO THE DIMENSION LISTED IN THIS DETAIL
3. THE EXISTING PAVEMENT IS TO BE TACK COATED PRIOR TO THE LAYING OF NEW ASPHALT. TACK COAT IS TO BE
APPLIED AS SPECIFIED IN THE LATEST STANDARD OF INDOT SPECIFICATIONS, SECTION 902
4 THE NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE EXISTING SURFACE
5. PLOWABLE FILL SHALL CONFORM TO INDOT SPECIFICATION SECTION 213
I �III�
I LI -I- IJ
I
RING,i DIAGRAM
SCALE: NONE
GROUND IN ACCORDANCE WITH NEC 250.
REFER TO SHEET E -1 FOR PLAN NOTES.
LIGHT FIXTURE
WITH POST
O
- - - - - -I i 1L
J t
36" MINIMUM
EMBEDMENT