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PAVEMENT MATERIALS SHALL
CONFORM TO LOCAL & STATE
GUIDELINES.
6 NO. 53 STONE BASE
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THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH THE STANDARD SPECIFICATIONS.
ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4" OF THE WALK THICKNESS.
SIDEWALK CONSTRUCTED WITH DRIVEWAY OR ALLEY ENTRENCES SHALL HAVE MIN. THICKNESS
OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER.
TRANSVERSE JOINTS TO BE PLACED AT 10' -0" (MAX).
EXPANSION JOINTS TO BE PLACED AT 48' -0" (MAX). PROVIDE 1/2" PREFORMED JOINT FILLER IN
EXPANSION JOINTS
TRANSVERSE JOINTS SHALL BE PLACED NO GREATER THAN 1.25 TIMES THE WIDTH OF THE
SIDEWALK IN THE RIGHT -OF -WAY.
50' MAX.
TOP OF CUR
6" OR 8" 10' M X. TOP OF PAVEMENT
(T� )
VARIES W /TYPE BOTTOM
TRANSVERSE OF CURB OF CURB
EXPANSION JOINTS TRANSVERSE
CONTRACTION JOINTS
MAX TRANSVERSE
CONTRACTION JOINT SPACIN CURB JOINT DETAIL
ON RADII = 5' NOT TO SCALE
GENERAL NOTES:
TOOLED CONTRpL JOINT APPLY ANTI - SPALLING
" WIDE, MIN. -'4" DEPTH
4I J CONC. SLAB W/ COMPOUND
BROOM FINISH 6" 1' RADIUS - TOOLED
FIBER MESH ROUND EDGE
REINFORCEMENT REQUIRED
PAVEMENT
4N INDOT
#53 STONE
6" -
0
f44 REBAR (CONT.)
OP & BOTTOM
►� ► 1 Pike 11111:111IF13IN
CAPER
END
CUR Or
CROWN CAP W/ CONC-
1" ABOVE TOP OF PIPE
C�ReIITNI�
CURB TAPER
NOT TO SCALE
6 "0 STD. STEEL PIPE
GALVANIZED & PAINTED TO
MATCH THE BUILDING _
FILLED W/ CONCRETE.
2' -0" 0 x 4' -0" OR 2' -( mac- -
2'-0" x 4' -0" CONC. FOOTING.
SLOPE CONCRETE 1" ABO
& FINISH W/ STEEL TROWEL.
PAVEMENT
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2' -0"
NOTE: CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6' -0" O.C. MAXIMUM SPACING
AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL SWITCH GEAR,
MECHANICAL UNITS, WATER QUALITY UNITS AND OTHER SUCH DEVICES WHICH ARE EXPOSED
TO TRUCK OR AUTOMOBILE TRAFFIC. CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO (2)
BOLLARDS AT EACH DEVICE, OR AS OTHERWISE DIRECTED BY THE UTILITY COMPANY.
1.6" I? 6 6.33 % + 5 % = 13.33 % 11 %
' `�' n►�omurn 6 % maximum
OThese dimensions are based on a 6 in. curb 0.4" - 0.9"
height. They shall be proportionally adjusted N
for other curb heights. a I I ° Provide 2' -0 level strip if 2'-0
algebraic difference Provide curb as required,
OWhere site infeasibility precludes construction ea exceeds 11% may be monditic with
to the width shown, such width may be level strip.
decreased to a minimum of T -0. CHANGE OF GRADE
- -0 - _01 Section a -a -0-
OThe bottom edge of the curb ramp shall be 2" 2" 2"
flush with the edge of adjacent pavement Square pattern
and gutter line. TRUNCATED DOMES USED 0.3"
O Landing areas at the top of curb ramps shall IN DETECTABLE WARNINGS c
have maximum cross slope of 50 : 1 in any DETAIL OF RAMP GROOVES
direction. When site infeasibility precludes
a landing slope of 50: 1 in any direction, the
slope perpendicular to the curb face shall not Brushed sand mixture
exceed 50: 1. Detectable warning elements Latex Setting mortar
SIDEWALK Slope 42:1 Concrete base
5
O If site infeasibility precludes construction th m �---� Integral curb
the width shown, the landing width may be PAVEMENT
decreased to N -0 minimum. The running RAMP
slope of the curb ramp may be steepened to -
a maximum of 10: 1 for a maximum 6 in. rise.
'b" preformed joint filler �g� �?
6. Drainage inlets should be located uphill from
curb ramps to prevent puddles at the path RAMP AND BRICK SURFACE CONSTRUCTION DETAIL
of travel.
O7. See Standard Drawing E 604- SW Slope 12: 1 CR -12 far #5 spa. a i6"
improved access on narrow sidewalks. PAVEMENT
8. Algebraic difference in grade between the base INDIANA
of curb ramp and the gutter shall be limited to less I
than 11 %. If it is not practical, a 2' -0 wide
Construction of curb if GE
level strip shall be provided. See detail sketch.
separated from ramp
9. Minimum recommended width of curb ramp is W -0. sTANO
#5 x 2'- 0 gr
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ALTERNATE CURB CONSTRUCTION Ssa
NOT TO SCALE
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COMPACTED BACKFILL
6.
MINIMUM
BITUMINOUS PAVEMENT
CLASS "A"
CONCRETE
STRAIGHT CONCRETE CURB
NO SCALE
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
CURE ALL EXPOSED SURFACES
CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2"
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
SHALL CONFORM TO CITYS CONCRETE CURB POLICY IN ALL RESPECTS
PER SECTION 8.09 OF SUBDIVISION CONTROL ORDINANCE
DATE:
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DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE
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JOINTS SHALL BE CUT
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RADIUS OF 1/4" AND FILLED
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TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO
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WITH JOINT FILLER.
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2' -0"
NOTE: CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6' -0" O.C. MAXIMUM SPACING
AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL SWITCH GEAR,
MECHANICAL UNITS, WATER QUALITY UNITS AND OTHER SUCH DEVICES WHICH ARE EXPOSED
TO TRUCK OR AUTOMOBILE TRAFFIC. CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO (2)
BOLLARDS AT EACH DEVICE, OR AS OTHERWISE DIRECTED BY THE UTILITY COMPANY.
1.6" I? 6 6.33 % + 5 % = 13.33 % 11 %
' `�' n►�omurn 6 % maximum
OThese dimensions are based on a 6 in. curb 0.4" - 0.9"
height. They shall be proportionally adjusted N
for other curb heights. a I I ° Provide 2' -0 level strip if 2'-0
algebraic difference Provide curb as required,
OWhere site infeasibility precludes construction ea exceeds 11% may be monditic with
to the width shown, such width may be level strip.
decreased to a minimum of T -0. CHANGE OF GRADE
- -0 - _01 Section a -a -0-
OThe bottom edge of the curb ramp shall be 2" 2" 2"
flush with the edge of adjacent pavement Square pattern
and gutter line. TRUNCATED DOMES USED 0.3"
O Landing areas at the top of curb ramps shall IN DETECTABLE WARNINGS c
have maximum cross slope of 50 : 1 in any DETAIL OF RAMP GROOVES
direction. When site infeasibility precludes
a landing slope of 50: 1 in any direction, the
slope perpendicular to the curb face shall not Brushed sand mixture
exceed 50: 1. Detectable warning elements Latex Setting mortar
SIDEWALK Slope 42:1 Concrete base
5
O If site infeasibility precludes construction th m �---� Integral curb
the width shown, the landing width may be PAVEMENT
decreased to N -0 minimum. The running RAMP
slope of the curb ramp may be steepened to -
a maximum of 10: 1 for a maximum 6 in. rise.
'b" preformed joint filler �g� �?
6. Drainage inlets should be located uphill from
curb ramps to prevent puddles at the path RAMP AND BRICK SURFACE CONSTRUCTION DETAIL
of travel.
O7. See Standard Drawing E 604- SW Slope 12: 1 CR -12 far #5 spa. a i6"
improved access on narrow sidewalks. PAVEMENT
8. Algebraic difference in grade between the base INDIANA
of curb ramp and the gutter shall be limited to less I
than 11 %. If it is not practical, a 2' -0 wide
Construction of curb if GE
level strip shall be provided. See detail sketch.
separated from ramp
9. Minimum recommended width of curb ramp is W -0. sTANO
#5 x 2'- 0 gr
su
ALTERNATE CURB CONSTRUCTION Ssa
NOT TO SCALE
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3" TOP SOIL- ;:',�• "
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COMPACTED BACKFILL
6.
MINIMUM
BITUMINOUS PAVEMENT
CLASS "A"
CONCRETE
STRAIGHT CONCRETE CURB
NO SCALE
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
CURE ALL EXPOSED SURFACES
CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2"
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
SHALL CONFORM TO CITYS CONCRETE CURB POLICY IN ALL RESPECTS
PER SECTION 8.09 OF SUBDIVISION CONTROL ORDINANCE
48' BETWEEN EXPANSION JOINTS (MAX.)
WITH SEC11ON 207.02 OF STANDARD INDOT SPECS.
CONCRETE SIDEWALK
NO SCALE
NOTES:
BROOM FINISH AND EDGED
CLASS 'A' CONCRETE
6" DEPTH OF CONCRETE TO BE USED ACROSS DRIVES
IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4"
PATH WIDTH
..
DATE:
IIIIIIIIIIIIIIIIIIIIII' IIIII��I�I�► ��IIIIIII' llllllll' I' II" 'I'III�I�I�II����I���I�I��I��'"
NOTE:
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JOINT FILLER 24" OF
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DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE
F_
JOINTS SHALL BE CUT
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A CONC.
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WITH A JOINTER HAVING A
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RADIUS OF 1/4" AND FILLED
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TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO
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WITH JOINT FILLER.
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6' -0" MAXIMUM DISTANCE OR WIDTH OF WALK IF
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LESS THAN 6' -0" BETWEEN TRANSVERSE JOINTS
48' BETWEEN EXPANSION JOINTS (MAX.)
WITH SEC11ON 207.02 OF STANDARD INDOT SPECS.
CONCRETE SIDEWALK
NO SCALE
NOTES:
BROOM FINISH AND EDGED
CLASS 'A' CONCRETE
6" DEPTH OF CONCRETE TO BE USED ACROSS DRIVES
IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4"
PATH WIDTH
..
DATE:
IIIIIIIIIIIIIIIIIIIIII' IIIII��I�I�► ��IIIIIII' llllllll' I' II" 'I'III�I�I�II����I���I�I��I��'"
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JOINT FILLER 24" OF
M
DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE
6 "" CLASS
RAMPS TO BE 6" OF CLASS "A" CONCRETE, ON 6' OF COMPACTED
RLN
A CONC.
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CURB &GUTTER
1- 2' 1
0.3"
THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF
PAVEMENT
ADJACENT PAVEMENT AND GUTTER LINE
AGGREGATE, NO. 53 STONE (STONE SHALL B` PLACED FOR ALL CURB
MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' 0"
24" OF
TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO
III,
CRDSS ROADWAY (PARALLEL TO THE ROADWAY CENTERLINE)
CONCRETE
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6" COMP. N0, 1/2' PREFORMED -
/CURB &GUTTER
•
53 STONE JOINT FILLER
CONDITIONS,
RAMP CONS7RUC77CW DETAIL
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SEE DETECTABLE
WARNING DETAIL
SEE RAMP
GROOVES DETAIL
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MODIFIED CURB RAMP TYPE
NO SCALE
1" (TYP.)
3/6"
TOOLED RIBBING DELECTABLE WARNING DETAIL
1�1 2" 2
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1dErA& OF RAMP GROOVES 0.3"
DATE:
1/2" PREFORMED
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JOINT FILLER 24" OF
M
DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE
6 "" CLASS
RAMPS TO BE 6" OF CLASS "A" CONCRETE, ON 6' OF COMPACTED
RLN
A CONC.
RIBS NG
RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS)
CURB &GUTTER
1- 2' 1
0.3"
THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF
PAVEMENT
ADJACENT PAVEMENT AND GUTTER LINE
AGGREGATE, NO. 53 STONE (STONE SHALL B` PLACED FOR ALL CURB
MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' 0"
24" OF
TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO
6" CLASS
CRDSS ROADWAY (PARALLEL TO THE ROADWAY CENTERLINE)
CONCRETE
DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM CURB RAMPS TO
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6" COMP. N0, 1/2' PREFORMED -
/CURB &GUTTER
CURB OPTIONAL SHALL BE USED WHEN NECESSARY BASED ON FIELD
53 STONE JOINT FILLER
CONDITIONS,
RAMP CONS7RUC77CW DETAIL
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MODIFIED CURB RAMP TYPE
NO SCALE
1" (TYP.)
3/6"
TOOLED RIBBING DELECTABLE WARNING DETAIL
1�1 2" 2
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1dErA& OF RAMP GROOVES 0.3"
MODIFIED CURB RAMP TYPE 'C'
NOT TO SCALE
1/2" PREFORMED
JOINT FILLER
SEE RAMP
GROOVES DETAIL
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SEE DETECTABLE �P JQ�
WARNING DETAIL 3 Js»
TOOLED RIBBING DETECTABLE WARNING DETAIL
NOTES:
DATE:
05/17/2013
CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES,
CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES,
INCLUDING SIDES, WHEN FORMS ARE REMOVED
2"
DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE
RAMPS TO BE 6" OF CLASS "A" CONCRETE, ON 6' OF COMPACTED
RLN
AGGREGATE, NO. 53 STONE (STONE SHALL BE PLACED FOR ALL CURB
CONCRETE
RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS)
CURB &GUTTER
OF RAMP GROOVE5
0.3"
THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF
PAVEMENT
ADJACENT PAVEMENT AND GUTTER LINE
AGGREGATE, NO. 53 STONE (STONE SHALL B` PLACED FOR ALL CURB
MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' 0"
24" OF
TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO
6" CLASS
CRDSS ROADWAY (PARALLEL TO THE ROADWAY CENTERLINE)
CONCRETE
DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM CURB RAMPS TO
"A" CONC.
PREVENT PUDDLES AT THE PATH OF TRAVEL
/CURB &GUTTER
CURB OPTIONAL SHALL BE USED WHEN NECESSARY BASED ON FIELD
CONDITIONS,
MODIFIED CURB RAMP TYPE 'C'
NOT TO SCALE
1/2" PREFORMED
JOINT FILLER
SEE RAMP
GROOVES DETAIL
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WARNING DETAIL 3 Js»
TOOLED RIBBING DETECTABLE WARNING DETAIL
NOTES:
DATE:
05/17/2013
CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES,
2"
2"
INCLUDING SIDES, WHEN FORMS ARE REMOVED
RLN
DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE
DETAIL
OF RAMP GROOVE5
0.3"
RAMPS TO BE 6" OF CLASS "A" CONCRETE, ON 6" OF COMPACTED
1/2' PREFORMED
AGGREGATE, NO. 53 STONE (STONE SHALL B` PLACED FOR ALL CURB
JOINT FILLER
24" OF
RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS)
6" CLASS
TOOLED
CONCRETE
THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF
"A" CONC.
- RIBBING
/CURB &GUTTER
ADJACENT PAVEMENT AND GUTTER LINE
MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' 0"
TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO 6" COMP. NO.
CROSS ROADWAY (PARALLEL TO THE ROADWAY CENTERLINE) 53 STONE
DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM CURB RAMPS TO
PREVENT PUDDLES AT THE PATH OF TRAVEL
12.
1/2" PREFORMED--
JOINT FILLER
RAMP CONSZRUC77ON DETAIL (TYPICAL)
12"
REEVED
ADA PARKING SYMBOL DETAIL PA ING
NOT TO SCALE "
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GREEN - RESERVED TAPE (LETTERS) ILLUMINATING
PARKING AS NEEDED -- -
12'2 Ib. STEEL SIGN °
POST (PAINTED) °
BLUE - ILLUMINATING °
TAPE (SYMBOL BLOCK)
WHITE - ILLUMINATING
*
VA TAPE (BACKGROUND)
E SIBLE PROVIDE 1" SLOPE AT "
TOP OF FOOTING IF
NOT IN CONCRETE WALK
GREEN - ILLUMINATING
TAPE (ARROW) ( <
GREEN - ILLUMINATING
TAPE (BORDER)
12 "00' -6" CONCRETE
FOOTING. RECESS FOOTING ff Tr == !_
BELOW CONCRETE WALK 4"
_--
* " VAN ACCESSIBLE " TO BE NOTED iT
FOR SPACES DESIGNATED FOR - I
THAT USE.
PAVEMENT
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REVISIONS
SITE
DETAILS
SHEET NO.
0.600
OF
DATE:
05/17/2013
DRAWN BY:
JCS
CHK'D BY:
RLN
JOB N0.
1 2013.00569
REVISIONS
SITE
DETAILS
SHEET NO.
0.600
OF