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SUI TABLE • `
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COMPACTED • '
IN 4" LIFTS. ,
1— - __ , _ i — I --
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COMPACTED SUBGRADE
COMBINED CONCRETE CURB & GUTTER (TYPE l i�
NOT TO SCALE
6^ 6" 18"
MIN.
TOPSOIL
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SLOPE %4" /FT.
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SUITABLE , ° 4zI
BACKFILL b
COMPACTED n r
IN 4" LIFTS. ; -I i = TT —� - I ; -!� -! i l i
T
COMPACTED SUBGRADE
COMBINED CONCRETE CURB & GUTTER
TYPE III
NOT TO SCALE
TOOLED CON7R ,0L JOINT APPLYANTI- SPALLING
/e WIDE, MIN. /4" DEPTH COMPOUND
4" CONC. SLAB W/
BROOM FINISH 6" 1 " RADIUS- TOOLED
6x6 W1. 4x W1. 4x W. W. F. ROUND EDGE
' y . PAVEMEN
GRANULAR ELI
FILL
9.
6„
0
4 REBAR (CONT.
TOP & BOTTOM
C_OMBIrVED CURB & WALK DETAIL
NOT TO SCALE
1001
TOP OF CURB
6" OR 8" 20
TOP OF PA YEMEN T
1 I I I I 1 I I 1 1 � I
I i 1 i I I I I I I
VARIES W /TYPE BOTTOM
TRANSVERSE OF CURB OF CURB
EXPANSION JOINTS TRANSVERSE
CONTRACTION JOINTS
CURB 4/0INT DET�
NOT TO SCALE
5" CONCRETE PAVEMENT
W/ BROOM FINISH
6X6- W2.9XW2. 9 W. W. F. TOOLED CONT. JTS. 1/8"
#4 REBAR (CONT) APPLIED CURI:'VG� WIDE, MIN. 1 "DEPTH E
COMPOUNDS SPACED 15 O.C. (MAX.)'
TOOLED EDGE -�
• '0— NOTE: EXP. JOINTS 9
tdl' BLDGS, OR IMMOVABLE
OBJECTS. CONTROL JNT
-- - SPA C /NG MAY VAR!,' THE
- - -! _ DIMENSIONS ABOVE_ ARE
„ E" COMPACTE MAX. SEE PLANS FOR
6 4" AGGREGATE BASE / ANY VARIATIONS EITHER
COMPACTED, WELL DRAINED - / INDICATED OR IMPLIED.
SUBGRADE
CONCRETE APRON SECTION
NOT TO SCALE
�8" CONCRETE PAVEMENT
6X6 - W2.9XW2, 9 W.W.F.
n
6 COMPACTED
AGGREGATE BASE
CONCRETE PA YEMEN T SEC TION
NOT TO SCALE
- TACK COAT
PRIME COAT
_- -- -- -- - —
NO, 113 SURFACE
- - - ` - {v NO.9 BINDER
"� N0.53 STONE 1999 /NDOT
SPECIFICATIONS
NO.2 STONE
- 6" COMPACTED & WELL
DRAINED SUBGRADE
HEAVY DUTY ASPHAL T DRYDENS�YPER ASTM D1557
PA VEMENT SECTION
NOT TO SCALE
TACK COAT
PRIME COA T
N0. 9A ASPHALT SURFACE
i'�
NO. 53 STONE
ASPHAL T PA TH WA Y SECTION
NOT TO SCALE
4" CONC. SLAB W 6X6 XW1.4 X W1.4
W. W.M. OVER MIN. 4" COMPACTED
GRANULAR FILL
FINISHED GRADE �
/ FALSE JOW T 6"
I ` I
1-7 2
/
COMPACTED AND AND WELL
DRAINED SUBGRADE - - -i I ! - -Iii -� I I--_ -
#4 REBARS TOP & BOTTOM
5" 5"
/ PA VEMENT
1 i
SIDEWALK DETAIL
NOT TO SCALE
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SPEC/FICA TIONS
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L I GH T DU T Y PA YEMEN T COMPACTED TO 957. MAX.
0
DRY DENSITY PER ASTM D1557
0
NOT TO SCALE
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SPECIFICATIONS
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0
PA VEMENT SECTION
0
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i'�
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ASPHAL T PA TH WA Y SECTION
NOT TO SCALE
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W. W.M. OVER MIN. 4" COMPACTED
GRANULAR FILL
FINISHED GRADE �
/ FALSE JOW T 6"
I ` I
1-7 2
/
COMPACTED AND AND WELL
DRAINED SUBGRADE - - -i I ! - -Iii -� I I--_ -
#4 REBARS TOP & BOTTOM
5" 5"
/ PA VEMENT
1 i
SIDEWALK DETAIL
NOT TO SCALE
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4'- O "M /N. (VARIES WITh WIDTH OFRAMP
TRUNCATED DOME PLAN VIEV'V
CROWN CAP W/ CONC. -
1 " ABOVE TOP OF PIPE
6 "0 STP, STEEL PIPE --
GAL VANIZED & PAINTED,
FILLED W/ CONCRETE.
• ,I
2' -0" O x 4' O" OR 2' -O" x -
2' -O" x 4` -0" CONC.. FOOTING. I„
I '
SLOPE CONCRETE I" ABOVE -
& FINISH W/ STEEL TROWEL.
PAVEMENT —_
71
I.
2.35"
TRUNCATED DOME SPAC:',VG
NOTES:
1. DETECTABLE WARNINGS SHALL BE OF THE PAVER OR MAT TYPE WITH ADHESIVE PER MANUFACTURERS SPECIFICATIONS.
2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP.
J. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH.
4. DETECTABLE WARNING AREA CAN BE SQUARE VHERE USED fN A CURB RADIUS.
5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF
OF TRAVEL TO PERMIT WHEELS TO ROLL HErWEEN DOMES
6. DECTECTABLE WARNING AREA SHALL BE A CONTRASTING COLOR IN ALL LOCATIONS.
7 IF MATS ARE TO BE USED, EDGES SHALL BE BEVELED TO ELIMINATE TRIP HAZARD.
TRUNCA TED DOMES
PLAN AND CROSS- SECTION
NOT TO SCALE
0.4"
I
0.2"
1
0.9"
TRUNCATED DOME SECTION
4J
NOTE:
CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6' -D" O.C. ( maximum
facing ) AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL
W/ TCH GEAR, MECHANICAL UNITS AND OTHER SUCH DEVICES WHICH ARE
EXPOSED TO TRUCK OR AUTOMOBILE TRAFFIC, CONTRACTOR SHALL
PROVIDE A MINIMUM OF TWO (2) BOLLARDS AT EACH DRIVE
6 STD. STEEL PIPE BOLLARD
NOT TO SCALE
COMBINED CURB & GUTTER J FACE OF
01 L =6' -O" I CURB
N
COMBINED CURB & GUTTER TURNOUTS
G H —G_�
82.11 I' i1
o�
SIDEWALK nib --'` i;',I: E
_ I �
H I
PLAN
BOTTOM EDGE OF RAMP
TO BE FLUSH WI-H
GUTTER FLOWLINE
/2 FINLI'UnMtU
JOINT FILLER
SECTION H -H
SIDEWALK 6' -9" VARIES BOTTOM EDGE OF RAMP
SLOPE 12:1 (max.) TO BE FLUSH WITH
GUTTER FLOWLINE
REF
SECTION G -G P ORMED
CURB RAMP DETAIL
NOT TO SCALE
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— GREEN - ILLUMINATING
TAPE (ARROW)
GREEN - ILLUMINATING
TAPE (BORDER)
12 "0x3' -6" CONCRETE
FOOTING. RECESS FOOTING i!'=
BELOW CONCRETE WALK 4"
* " VAN ACCESSIBLE "TO BE NOTED
FOR SPACES DESIGNATED FOR - _ { I I I i —
THAT USE.
12"
ADA ACCESSIBLE PARKING SIGN DETAIL
NOT TO SCALE
SIDEWALK 2' -O" BOTTOM EDGE OF RAMP
5' -6" TO BE FLUSH WITH
CURB RAMP BOTTOM OF CURB
2.07. (max.) I
-=_ "- _ _ _ _ __= = =__ PAVEMENT
4"
%2' PREFORMED
JOINT FILLER
SECTION L -L
SIDEWALK 1 6' -0" 5' 0" 6' -0" I SIDEWALI
SLOPE 72.1 (max.) SLOPE 12: 1 (max.)
4"
SECTION K -K
L
— K K —_
SIDEWALK
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POST (PAINTED)
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TAPE (BACKGROUND)
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PROVIDE 1 " SLOPE AT--\
TOP OF FOOTING IF
--sr" NOT IN CONCRETE WALK —
— GREEN - ILLUMINATING
TAPE (ARROW)
GREEN - ILLUMINATING
TAPE (BORDER)
12 "0x3' -6" CONCRETE
FOOTING. RECESS FOOTING i!'=
BELOW CONCRETE WALK 4"
* " VAN ACCESSIBLE "TO BE NOTED
FOR SPACES DESIGNATED FOR - _ { I I I i —
THAT USE.
12"
ADA ACCESSIBLE PARKING SIGN DETAIL
NOT TO SCALE
SIDEWALK 2' -O" BOTTOM EDGE OF RAMP
5' -6" TO BE FLUSH WITH
CURB RAMP BOTTOM OF CURB
2.07. (max.) I
-=_ "- _ _ _ _ __= = =__ PAVEMENT
4"
%2' PREFORMED
JOINT FILLER
SECTION L -L
SIDEWALK 1 6' -0" 5' 0" 6' -0" I SIDEWALI
SLOPE 72.1 (max.) SLOPE 12: 1 (max.)
4"
SECTION K -K
L
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6' -O"
SIDEWALK
ADA ACCESSIBLE RAMP TYPE "K"
NOT TO SCALE
3' -9" TO
PROTECT BUILDI
2 - #3 RE -BAR 6' -8" LONG OF FENCE
7' -0" 9" 2' -0" EDGE
OF PAVEMENT
�— --
--PROVIDE #5 RTBARS 1 -6 "LONG
IN 518 "0 CAST HOLES
PRECAST CONCRETE PARKING BARRIER
NOT TO SCALE
WH; TE PAINT
r SKYBLUEPA /NT
NOT T. SCALE
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REVISIONS
SHEET NO.
C6.1
OF
IN2004.0948.074.C61.SD
DATE:
12/17/2004
DRAWN BY:
JMS
CHK'D BY:
AF
JOB NO.
IN2004.0948
REVISIONS
SHEET NO.
C6.1
OF
IN2004.0948.074.C61.SD