HomeMy WebLinkAboutC5.1 Site Details pg. 09a
O
z
8
cki
tj
w
ti 'N
3'
ARTERIAL 10 1/2"
COLLECTOR 8 1/2"
LOCAL 6 1/2"
EXISTING PAVEMENT.
3
o°
0 0
LIGHT DUTY PAVEMENT
NOT TO SCALE
O. •{J. 0.•.• (gip
Q` :620.Q.za: p'Qonp o•Ot�ct
O (D
...bp O 0Y5):00 o C° JO
0o C
o
o
1 1111 i l�l 1�1�1�1 111 111 1�1
I i ,11 x ,11 11 -Ill 1--11 11 1, 111 VIII 111-
1
HEAVY DUTY ASPHALT
PAVEMENT SECTION
NOT TO SCALE
r Ate AO
T.C. ELEV.
I II
8"
COMPACTED
#5D STONE
1' -0" MIN. BOTH
SIDES OF TRENCH.
COMPACTED
GRANULAR
BACKFILL
0 0
6" EXTRUDED CONCRETE CURB
NOT TO SCALE
7"
0
r)
0
SAW CUT FOR
CLEAN BREAK
TACK COAT
PRIME COAT
0
TACK COAT
PRIME COAT
RIGHT -OF -WAY
PAVEMENT SECTION
NOT TO SCALE
N
d'
6" COMPACTED WELL
DRAINED SUBGRADE
COMPACTED TO 95% MAX.
DRY DENSITY PER ASTM D1557
M
u)
NO. 118 SURFACE
NO. 9 BINDER
NO. 53 STONE
NO. 2 STONE
NO.11B SURFACE
NO.9 BINDER
NO.53 STONE
NO.2 STONE
6" COMPACTED WELL
DRAINED SUBGRADE
COMPACTED TO 95% MAX.
DRY DENSITY PER ASTM D1557
SIKADUR 32 HI -1100 EPDXY*
(OR EQUAL) TO BE BRUSHED
ONTO THE ASPHALT PRIOR TO
PLACEMENT OF THE CONC.
1" RADIUS- TOOLED
ROUND EDGE
HAC SURFACE
0 9: 9 Q
ALTERNATE TO SIKADUR 32 HI -1100
EPDXY USES #4 REBAR 3' -0" LONG EMBEDDED
INTO ASPHALT 4' -0" ON CENTER WITH #4 REBAR
TIED LONGITUDINAL, 3" CONCRETE COVER REQ'D.
BITUMINOUS ROAD CUT PATCH
NOT TO SCALE
H I NO. 11 OR 12 SURFACE
21/2" NO. 9 BINDER
c0
NO. 5D BASE
(TWO LIFTS)
HOT ASPHALT SURFACE
#11 OR #12 AGGREGATE
HOT ASPHALT BASE
PRIME COAT
REMOVE STONE AS
REQUIRED TO PROPER
DEPTH
SUBGRADE COMPACTED
TO 95% MAX. DRY
DENSITY (MODIFIED
PROCTOR)
1.5" H.A.C. SURFACE
12" THICK PLAIN
CONCRETE TO BE
FINISHED 1.5" BELOW
THE EXISTING
PAVEMENT.
FLOWABLE FILL TO BE PLACED
ENTIRE TRENCH TO BOTTOM
OF CONCRETE ELEVATION.
NOTE;
1. NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE EXISTING SURFACE.
2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK.
3. TRENCH SPOIL IS TO BE REMOVED FROM SITE.
4. 1.5" H.A.C. #11 SURFACE.
5. BITUMINUS TACK APPLIED AS PER INDIANA DEPT. OF HIGHWAYS STANDARD SPECIFICATION 409 902.
6. ALL LANE MARKINGS, STRIPING, STOP BARS, ETC. DISTURBED OR REMOVED DURING EXCAVATION ACTIVITIES
SHALL BE RETURNED TO THERE ORIGINAL CONDITION.
7. PLAIN CONCRETE IS TO BE FINISHED 1.5 BELOW THE EXISTING PAVEMENT.
8. CUT SHALL BE STEEL PLATED DURING CONCRETE CURE TIME AND UNTIL ASPHALT IS APPLIED.
ROAD CUT PATCH DETAIL
NOT TO SCALE
1999 INDOT
SPECIFICATIONS
1999 INDOT
SPECIFICATIONS
1999 INDOT
SPECIFICATIONS
PAVEMENT
SIDEWALK
FINISHED GRADE
I I
RESERVED
PARKING
PER PLANS
ri
v
GREEN ILLUMINATING
TAPE (ARROW)
GREEN ILLUMINATING
TAPE (BORDER)
12 "0x3' -6" CONCRETE
FOOTING. RECESS FOOTING
BELOW CONCRETE WALK 4"
VAN ACCESSIBLE TO BE NOTED
FOR SPACES DESIGNATED FOR
THAT USE.
111 I 1 =1 I 1 =1
11 111 111 ==11
E I I I 11 I 1 11111 I I I
4" CONC. SLAB W /6X6 XW1.4 X W1.4
W.W.M. OVER MIN. 4" COMPACTED
GRANULAR FILL
9
AS NEEDED
5' -O"
V
I /O L/ l- �I II COMPACTED AND WELL OO
DRAINED SUBGRADE
#4 REBARS TOP BOTTOM
SIDEWALK DETAIL TO SCALE
t 'z" RESO�IED
PAp(�ING
GREEN ILLUMINATING
TAPE (LETTERS)
WHITE ILLUMINATING
TAPE (BACKGROUND)
PROVIDE 1" SLOPE AT
TOP OF FOOTING IF
NOT IN CONCRETE WALK
12' 2 ib. STEEL SIGN POST (PAINTED)
BLUE ILLUMINATING
TAPE (SYMBOL BLOCK)
PLAN
6'- 6"
SLOPE 12:1 MAX.
SECTION G- G
SECTION H -H
FALSE JOINT
11 1 i 1=11 111 I II 12"
HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
1 /2" PREFORMED JOINT FILLER
S1 DEWALK
PER PLANS
VARIES
5
c0
CURB RAMP, TYPE "H" alt
NOT TO SCALE
V
N
cV
5"
6"
PAVEMENT
PAVEMENT
111=
cp
0
WHITE PAINT
SKY BLUE PAINT
BANDICA PARKING SYMBO DETAIL
NOT TO SCALE
2 #3 RE -BAR
6' -8" LONG
7 -0
1
i 3' -9" TO
PROTECT BUILDING\
PROVIDE #5 REBARS 1' -6" LONG OF FENCE
I N 5/8 "0 CAST HOLES
PRECAST CONCRETE PARKING BARRIER
NOT TO SCALE
0
0
0
0
0
O
0
0
0
O
0
O
0
0
0
O
0
0
0
0
0
O
0
0
O
0
0
0
0
0
O
0
0
O
0
0
0
0
0
0
0
0
O
0
0
0
0
0
0
O
0
0
0
0
0
O
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
O
0
0
O
O
O
0
0
0
O
0
0
O
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
O
O
0
O
0
0
0
0
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
O
O
0
0
0
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
O
0
O
0
0
O
0
0
16' CURB
TRANSITION
4' -O" MIN. VARIES WITH WIDTH OF RAMP
TRUNCATED DOME PLAN VIEW
6
CURB
DOOR
2' -0" EDGE
OF PAVEMENT
s
0
CV
6"
CURB
GRADING FOR CURB AT FRONT ENTRY
NOT TO SCALE
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.
3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH.
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN 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 BETWEEN 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.
TRUNCATED DOMES
PLAN AND CROSS SECTION
NOT TO SCALE
NO I NO
CURI CURB
A
25' CURB
TRANSITION
BIT. PVM'T.
2' -0" 8"
COMP. AGGR. BASE
2.35"
TRUNCATED DOME SPACING
16' CURB
TRANSITION
6
CURB
NO
CURB
c�.
REACTION PAD -6" CONC.
c�.
J 0.4"
#6x9' -8" 4 "o.c.
TRUNCATED DOME SECTION
SIDEWALK
10' -6"
(SEE PLAN)
ICY-6"
(N1
0.2"
Ea
HANDICAPPED PARKING SPACES
6x6 -6/6 WWF
SECTION A-A
TRASH PAD DETAIL
NOT TO SCALE
CROWN CAP W/ CONC.
1" ABOVE TOP OF PIPE
6 "0 STD. STEEL PIPE
GALVANIZED PAINTED,
FILLED W/ CONCRETE.
2' -0 "0x4' -0" OR 2' -0 "x
2' -0" x 4' -0" CONC. FOOTING.
SLOPE CONCRETE 1" ABOVE
FINISH W/ STEEL TROWEL.
NO
CURB
PAVEMENT
1
DUMPSTER PAD -4" CONC.
25' CURB
TRANSITION
6
CURB
10' -0"
10
A
L
III111
III III III III Ii II
2 -O
6" STD. STEEL PIPE BOLLARD
NOT TO SCALE
Ie•e o
TYPICAL GRADING FOR HANDICAPPED PARKING AT SIDEWALK
NOT TO SCALE
NOTE:
CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6' -0" O.C. maximum
spacing AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL
SWITCH 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
V,
W
0
LL!
I
o
W
TITLE:
U
'"Iws bQ
4t 4
U Z
ad
H
c3
L 23
0
U
U
Z
0
U
0
a.
X
W
zw
a CO
N Z
CM
0 0
C5.1
SITE DETAILS
EEi)
CO
W
V)
S
crs
w
w
z
z0 z
=.1 az
W a w z
M .J
w
CC o ac CC
oo wo<
a z Z0
GO
DRAWING NO. SHEET OF
IN2004.0387.071.C51°DET.DWG
p
p
Ilk
11
00. 'to o o
Q 04 0 ''88 o.e
o,p °.,P4
io bO d
p
WAL1L
p SCREEN W41.1...
`(SEEAR C HITEC tJRAL' o
a ••PLAN$)•
a
O
z
8
cki
tj
w
ti 'N
3'
ARTERIAL 10 1/2"
COLLECTOR 8 1/2"
LOCAL 6 1/2"
EXISTING PAVEMENT.
3
o°
0 0
LIGHT DUTY PAVEMENT
NOT TO SCALE
O. •{J. 0.•.• (gip
Q` :620.Q.za: p'Qonp o•Ot�ct
O (D
...bp O 0Y5):00 o C° JO
0o C
o
o
1 1111 i l�l 1�1�1�1 111 111 1�1
I i ,11 x ,11 11 -Ill 1--11 11 1, 111 VIII 111-
1
HEAVY DUTY ASPHALT
PAVEMENT SECTION
NOT TO SCALE
r Ate AO
T.C. ELEV.
I II
8"
COMPACTED
#5D STONE
1' -0" MIN. BOTH
SIDES OF TRENCH.
COMPACTED
GRANULAR
BACKFILL
0 0
6" EXTRUDED CONCRETE CURB
NOT TO SCALE
7"
0
r)
0
SAW CUT FOR
CLEAN BREAK
TACK COAT
PRIME COAT
0
TACK COAT
PRIME COAT
RIGHT -OF -WAY
PAVEMENT SECTION
NOT TO SCALE
N
d'
6" COMPACTED WELL
DRAINED SUBGRADE
COMPACTED TO 95% MAX.
DRY DENSITY PER ASTM D1557
M
u)
NO. 118 SURFACE
NO. 9 BINDER
NO. 53 STONE
NO. 2 STONE
NO.11B SURFACE
NO.9 BINDER
NO.53 STONE
NO.2 STONE
6" COMPACTED WELL
DRAINED SUBGRADE
COMPACTED TO 95% MAX.
DRY DENSITY PER ASTM D1557
SIKADUR 32 HI -1100 EPDXY*
(OR EQUAL) TO BE BRUSHED
ONTO THE ASPHALT PRIOR TO
PLACEMENT OF THE CONC.
1" RADIUS- TOOLED
ROUND EDGE
HAC SURFACE
0 9: 9 Q
ALTERNATE TO SIKADUR 32 HI -1100
EPDXY USES #4 REBAR 3' -0" LONG EMBEDDED
INTO ASPHALT 4' -0" ON CENTER WITH #4 REBAR
TIED LONGITUDINAL, 3" CONCRETE COVER REQ'D.
BITUMINOUS ROAD CUT PATCH
NOT TO SCALE
H I NO. 11 OR 12 SURFACE
21/2" NO. 9 BINDER
c0
NO. 5D BASE
(TWO LIFTS)
HOT ASPHALT SURFACE
#11 OR #12 AGGREGATE
HOT ASPHALT BASE
PRIME COAT
REMOVE STONE AS
REQUIRED TO PROPER
DEPTH
SUBGRADE COMPACTED
TO 95% MAX. DRY
DENSITY (MODIFIED
PROCTOR)
1.5" H.A.C. SURFACE
12" THICK PLAIN
CONCRETE TO BE
FINISHED 1.5" BELOW
THE EXISTING
PAVEMENT.
FLOWABLE FILL TO BE PLACED
ENTIRE TRENCH TO BOTTOM
OF CONCRETE ELEVATION.
NOTE;
1. NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE EXISTING SURFACE.
2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK.
3. TRENCH SPOIL IS TO BE REMOVED FROM SITE.
4. 1.5" H.A.C. #11 SURFACE.
5. BITUMINUS TACK APPLIED AS PER INDIANA DEPT. OF HIGHWAYS STANDARD SPECIFICATION 409 902.
6. ALL LANE MARKINGS, STRIPING, STOP BARS, ETC. DISTURBED OR REMOVED DURING EXCAVATION ACTIVITIES
SHALL BE RETURNED TO THERE ORIGINAL CONDITION.
7. PLAIN CONCRETE IS TO BE FINISHED 1.5 BELOW THE EXISTING PAVEMENT.
8. CUT SHALL BE STEEL PLATED DURING CONCRETE CURE TIME AND UNTIL ASPHALT IS APPLIED.
ROAD CUT PATCH DETAIL
NOT TO SCALE
1999 INDOT
SPECIFICATIONS
1999 INDOT
SPECIFICATIONS
1999 INDOT
SPECIFICATIONS
PAVEMENT
SIDEWALK
FINISHED GRADE
I I
RESERVED
PARKING
PER PLANS
ri
v
GREEN ILLUMINATING
TAPE (ARROW)
GREEN ILLUMINATING
TAPE (BORDER)
12 "0x3' -6" CONCRETE
FOOTING. RECESS FOOTING
BELOW CONCRETE WALK 4"
VAN ACCESSIBLE TO BE NOTED
FOR SPACES DESIGNATED FOR
THAT USE.
111 I 1 =1 I 1 =1
11 111 111 ==11
E I I I 11 I 1 11111 I I I
4" CONC. SLAB W /6X6 XW1.4 X W1.4
W.W.M. OVER MIN. 4" COMPACTED
GRANULAR FILL
9
AS NEEDED
5' -O"
V
I /O L/ l- �I II COMPACTED AND WELL OO
DRAINED SUBGRADE
#4 REBARS TOP BOTTOM
SIDEWALK DETAIL TO SCALE
t 'z" RESO�IED
PAp(�ING
GREEN ILLUMINATING
TAPE (LETTERS)
WHITE ILLUMINATING
TAPE (BACKGROUND)
PROVIDE 1" SLOPE AT
TOP OF FOOTING IF
NOT IN CONCRETE WALK
12' 2 ib. STEEL SIGN POST (PAINTED)
BLUE ILLUMINATING
TAPE (SYMBOL BLOCK)
PLAN
6'- 6"
SLOPE 12:1 MAX.
SECTION G- G
SECTION H -H
FALSE JOINT
11 1 i 1=11 111 I II 12"
HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
1 /2" PREFORMED JOINT FILLER
S1 DEWALK
PER PLANS
VARIES
5
c0
CURB RAMP, TYPE "H" alt
NOT TO SCALE
V
N
cV
5"
6"
PAVEMENT
PAVEMENT
111=
cp
0
WHITE PAINT
SKY BLUE PAINT
BANDICA PARKING SYMBO DETAIL
NOT TO SCALE
2 #3 RE -BAR
6' -8" LONG
7 -0
1
i 3' -9" TO
PROTECT BUILDING\
PROVIDE #5 REBARS 1' -6" LONG OF FENCE
I N 5/8 "0 CAST HOLES
PRECAST CONCRETE PARKING BARRIER
NOT TO SCALE
0
0
0
0
0
O
0
0
0
O
0
O
0
0
0
O
0
0
0
0
0
O
0
0
O
0
0
0
0
0
O
0
0
O
0
0
0
0
0
0
0
0
O
0
0
0
0
0
0
O
0
0
0
0
0
O
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
O
0
0
O
O
O
0
0
0
O
0
0
O
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
O
O
0
O
0
0
0
0
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
O
O
0
0
0
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
O
0
O
0
0
O
0
0
16' CURB
TRANSITION
4' -O" MIN. VARIES WITH WIDTH OF RAMP
TRUNCATED DOME PLAN VIEW
6
CURB
DOOR
2' -0" EDGE
OF PAVEMENT
s
0
CV
6"
CURB
GRADING FOR CURB AT FRONT ENTRY
NOT TO SCALE
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.
3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH.
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN 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 BETWEEN 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.
TRUNCATED DOMES
PLAN AND CROSS SECTION
NOT TO SCALE
NO I NO
CURI CURB
A
25' CURB
TRANSITION
BIT. PVM'T.
2' -0" 8"
COMP. AGGR. BASE
2.35"
TRUNCATED DOME SPACING
16' CURB
TRANSITION
6
CURB
NO
CURB
c�.
REACTION PAD -6" CONC.
c�.
J 0.4"
#6x9' -8" 4 "o.c.
TRUNCATED DOME SECTION
SIDEWALK
10' -6"
(SEE PLAN)
ICY-6"
(N1
0.2"
Ea
HANDICAPPED PARKING SPACES
6x6 -6/6 WWF
SECTION A-A
TRASH PAD DETAIL
NOT TO SCALE
CROWN CAP W/ CONC.
1" ABOVE TOP OF PIPE
6 "0 STD. STEEL PIPE
GALVANIZED PAINTED,
FILLED W/ CONCRETE.
2' -0 "0x4' -0" OR 2' -0 "x
2' -0" x 4' -0" CONC. FOOTING.
SLOPE CONCRETE 1" ABOVE
FINISH W/ STEEL TROWEL.
NO
CURB
PAVEMENT
1
DUMPSTER PAD -4" CONC.
25' CURB
TRANSITION
6
CURB
10' -0"
10
A
L
III111
III III III III Ii II
2 -O
6" STD. STEEL PIPE BOLLARD
NOT TO SCALE
Ie•e o
TYPICAL GRADING FOR HANDICAPPED PARKING AT SIDEWALK
NOT TO SCALE
NOTE:
CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6' -0" O.C. maximum
spacing AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL
SWITCH 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
V,
W
0
LL!
I
o
W
TITLE:
U
'"Iws bQ
4t 4
U Z
ad
H
c3
L 23
0
U
U
Z
0
U
0
a.
X
W
zw
a CO
N Z
CM
0 0
C5.1
SITE DETAILS
EEi)
CO
W
V)
S
crs
w
w
z
z0 z
=.1 az
W a w z
M .J
w
CC o ac CC
oo wo<
a z Z0
GO
DRAWING NO. SHEET OF
IN2004.0387.071.C51°DET.DWG
Ilk
11
00. 'to o o
Q 04 0 ''88 o.e
o,p °.,P4
io bO d
■,02
a
O
z
8
cki
tj
w
ti 'N
3'
ARTERIAL 10 1/2"
COLLECTOR 8 1/2"
LOCAL 6 1/2"
EXISTING PAVEMENT.
3
o°
0 0
LIGHT DUTY PAVEMENT
NOT TO SCALE
O. •{J. 0.•.• (gip
Q` :620.Q.za: p'Qonp o•Ot�ct
O (D
...bp O 0Y5):00 o C° JO
0o C
o
o
1 1111 i l�l 1�1�1�1 111 111 1�1
I i ,11 x ,11 11 -Ill 1--11 11 1, 111 VIII 111-
1
HEAVY DUTY ASPHALT
PAVEMENT SECTION
NOT TO SCALE
r Ate AO
T.C. ELEV.
I II
8"
COMPACTED
#5D STONE
1' -0" MIN. BOTH
SIDES OF TRENCH.
COMPACTED
GRANULAR
BACKFILL
0 0
6" EXTRUDED CONCRETE CURB
NOT TO SCALE
7"
0
r)
0
SAW CUT FOR
CLEAN BREAK
TACK COAT
PRIME COAT
0
TACK COAT
PRIME COAT
RIGHT -OF -WAY
PAVEMENT SECTION
NOT TO SCALE
N
d'
6" COMPACTED WELL
DRAINED SUBGRADE
COMPACTED TO 95% MAX.
DRY DENSITY PER ASTM D1557
M
u)
NO. 118 SURFACE
NO. 9 BINDER
NO. 53 STONE
NO. 2 STONE
NO.11B SURFACE
NO.9 BINDER
NO.53 STONE
NO.2 STONE
6" COMPACTED WELL
DRAINED SUBGRADE
COMPACTED TO 95% MAX.
DRY DENSITY PER ASTM D1557
SIKADUR 32 HI -1100 EPDXY*
(OR EQUAL) TO BE BRUSHED
ONTO THE ASPHALT PRIOR TO
PLACEMENT OF THE CONC.
1" RADIUS- TOOLED
ROUND EDGE
HAC SURFACE
0 9: 9 Q
ALTERNATE TO SIKADUR 32 HI -1100
EPDXY USES #4 REBAR 3' -0" LONG EMBEDDED
INTO ASPHALT 4' -0" ON CENTER WITH #4 REBAR
TIED LONGITUDINAL, 3" CONCRETE COVER REQ'D.
BITUMINOUS ROAD CUT PATCH
NOT TO SCALE
H I NO. 11 OR 12 SURFACE
21/2" NO. 9 BINDER
c0
NO. 5D BASE
(TWO LIFTS)
HOT ASPHALT SURFACE
#11 OR #12 AGGREGATE
HOT ASPHALT BASE
PRIME COAT
REMOVE STONE AS
REQUIRED TO PROPER
DEPTH
SUBGRADE COMPACTED
TO 95% MAX. DRY
DENSITY (MODIFIED
PROCTOR)
1.5" H.A.C. SURFACE
12" THICK PLAIN
CONCRETE TO BE
FINISHED 1.5" BELOW
THE EXISTING
PAVEMENT.
FLOWABLE FILL TO BE PLACED
ENTIRE TRENCH TO BOTTOM
OF CONCRETE ELEVATION.
NOTE;
1. NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE EXISTING SURFACE.
2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK.
3. TRENCH SPOIL IS TO BE REMOVED FROM SITE.
4. 1.5" H.A.C. #11 SURFACE.
5. BITUMINUS TACK APPLIED AS PER INDIANA DEPT. OF HIGHWAYS STANDARD SPECIFICATION 409 902.
6. ALL LANE MARKINGS, STRIPING, STOP BARS, ETC. DISTURBED OR REMOVED DURING EXCAVATION ACTIVITIES
SHALL BE RETURNED TO THERE ORIGINAL CONDITION.
7. PLAIN CONCRETE IS TO BE FINISHED 1.5 BELOW THE EXISTING PAVEMENT.
8. CUT SHALL BE STEEL PLATED DURING CONCRETE CURE TIME AND UNTIL ASPHALT IS APPLIED.
ROAD CUT PATCH DETAIL
NOT TO SCALE
1999 INDOT
SPECIFICATIONS
1999 INDOT
SPECIFICATIONS
1999 INDOT
SPECIFICATIONS
PAVEMENT
SIDEWALK
FINISHED GRADE
I I
RESERVED
PARKING
PER PLANS
ri
v
GREEN ILLUMINATING
TAPE (ARROW)
GREEN ILLUMINATING
TAPE (BORDER)
12 "0x3' -6" CONCRETE
FOOTING. RECESS FOOTING
BELOW CONCRETE WALK 4"
VAN ACCESSIBLE TO BE NOTED
FOR SPACES DESIGNATED FOR
THAT USE.
111 I 1 =1 I 1 =1
11 111 111 ==11
E I I I 11 I 1 11111 I I I
4" CONC. SLAB W /6X6 XW1.4 X W1.4
W.W.M. OVER MIN. 4" COMPACTED
GRANULAR FILL
9
AS NEEDED
5' -O"
V
I /O L/ l- �I II COMPACTED AND WELL OO
DRAINED SUBGRADE
#4 REBARS TOP BOTTOM
SIDEWALK DETAIL TO SCALE
t 'z" RESO�IED
PAp(�ING
GREEN ILLUMINATING
TAPE (LETTERS)
WHITE ILLUMINATING
TAPE (BACKGROUND)
PROVIDE 1" SLOPE AT
TOP OF FOOTING IF
NOT IN CONCRETE WALK
12' 2 ib. STEEL SIGN POST (PAINTED)
BLUE ILLUMINATING
TAPE (SYMBOL BLOCK)
PLAN
6'- 6"
SLOPE 12:1 MAX.
SECTION G- G
SECTION H -H
FALSE JOINT
11 1 i 1=11 111 I II 12"
HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
1 /2" PREFORMED JOINT FILLER
S1 DEWALK
PER PLANS
VARIES
5
c0
CURB RAMP, TYPE "H" alt
NOT TO SCALE
V
N
cV
5"
6"
PAVEMENT
PAVEMENT
111=
cp
0
WHITE PAINT
SKY BLUE PAINT
BANDICA PARKING SYMBO DETAIL
NOT TO SCALE
2 #3 RE -BAR
6' -8" LONG
7 -0
1
i 3' -9" TO
PROTECT BUILDING\
PROVIDE #5 REBARS 1' -6" LONG OF FENCE
I N 5/8 "0 CAST HOLES
PRECAST CONCRETE PARKING BARRIER
NOT TO SCALE
0
0
0
0
0
O
0
0
0
O
0
O
0
0
0
O
0
0
0
0
0
O
0
0
O
0
0
0
0
0
O
0
0
O
0
0
0
0
0
0
0
0
O
0
0
0
0
0
0
O
0
0
0
0
0
O
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
O
0
0
O
O
O
0
0
0
O
0
0
O
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
O
O
0
O
0
0
0
0
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
O
O
0
0
0
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
O
0
O
0
0
O
0
0
16' CURB
TRANSITION
4' -O" MIN. VARIES WITH WIDTH OF RAMP
TRUNCATED DOME PLAN VIEW
6
CURB
DOOR
2' -0" EDGE
OF PAVEMENT
s
0
CV
6"
CURB
GRADING FOR CURB AT FRONT ENTRY
NOT TO SCALE
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.
3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH.
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN 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 BETWEEN 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.
TRUNCATED DOMES
PLAN AND CROSS SECTION
NOT TO SCALE
NO I NO
CURI CURB
A
25' CURB
TRANSITION
BIT. PVM'T.
2' -0" 8"
COMP. AGGR. BASE
2.35"
TRUNCATED DOME SPACING
16' CURB
TRANSITION
6
CURB
NO
CURB
c�.
REACTION PAD -6" CONC.
c�.
J 0.4"
#6x9' -8" 4 "o.c.
TRUNCATED DOME SECTION
SIDEWALK
10' -6"
(SEE PLAN)
ICY-6"
(N1
0.2"
Ea
HANDICAPPED PARKING SPACES
6x6 -6/6 WWF
SECTION A-A
TRASH PAD DETAIL
NOT TO SCALE
CROWN CAP W/ CONC.
1" ABOVE TOP OF PIPE
6 "0 STD. STEEL PIPE
GALVANIZED PAINTED,
FILLED W/ CONCRETE.
2' -0 "0x4' -0" OR 2' -0 "x
2' -0" x 4' -0" CONC. FOOTING.
SLOPE CONCRETE 1" ABOVE
FINISH W/ STEEL TROWEL.
NO
CURB
PAVEMENT
1
DUMPSTER PAD -4" CONC.
25' CURB
TRANSITION
6
CURB
10' -0"
10
A
L
III111
III III III III Ii II
2 -O
6" STD. STEEL PIPE BOLLARD
NOT TO SCALE
Ie•e o
TYPICAL GRADING FOR HANDICAPPED PARKING AT SIDEWALK
NOT TO SCALE
NOTE:
CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6' -0" O.C. maximum
spacing AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL
SWITCH 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
V,
W
0
LL!
I
o
W
TITLE:
U
'"Iws bQ
4t 4
U Z
ad
H
c3
L 23
0
U
U
Z
0
U
0
a.
X
W
zw
a CO
N Z
CM
0 0
C5.1
SITE DETAILS
EEi)
CO
W
V)
S
crs
w
w
z
z0 z
=.1 az
W a w z
M .J
w
CC o ac CC
oo wo<
a z Z0
GO
DRAWING NO. SHEET OF
IN2004.0387.071.C51°DET.DWG