HomeMy WebLinkAboutC5.1 Site Details pg. 10I
T.C. ELEV.
0 o0
ARTERIAL 10 1/2"
COLLECTOR 8 1/2"
LOCAL 6 1/2'
EXISTING PAVEMENT.
COMPACTED
#5D STONE
1' -0" MIN. BOTH
1 €III
COMPACTED
GRANULAR
BACKFILL
SIDES OF TRENCH.
c°
TACK COAT
PRIME COAT
LIGHT DUTY PAVEMENT
NOT TO SCALE
'1111►` A
,•0 o p 0 p p•
o 0 0
p
'i- Ill, „111 111„ 111, 1111111111' 1 111111 1
HEAVY DUTY ASPHALT
PAVEMENT SECTION
NOT TO SCALE
SAW CUT FOR
CLEAN BREAK
6" COMPACTED WELL
DRAINED SUBGRADE
COMPACTED TO 95% MAX.
DRY DENSITY PER ASTM D1557
TACK COAT
PRIME COAT
s
d'
N
u)
NO. 2 STONE
NO.2 STONE
6" COMPACTED WELL
DRAINED SUBGRADE
COMPACTED TO 95% MAX.
DRY DENSITY PER ASTM 01557
SIKADUR 32 HI -1100 EPDXY*
(OR EQUAL) TO BE BRUSHED
ONTO THE ASPHALT PRIOR TO
PLACEMENT OF THE CONC.
\j\
ft
1" RADIUS TOOLED
ROUND EDGE
NO. 118 SURFACE
NO. 9 BINDER
NO. 53 STONE
NO.11B SURFACE
NO.9 BINDER
NO.53 STONE
5
HAC SURFACE
raPl7':ArAffrAtigAry Aer
Oo o o° Q o
O (3° O BOO O O O Q: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.
6" EXTRUDED CONCRETE CURB
NOT TO SCALE
HOT ASPHALT SURFACE
#11 OR #12 AGGREGATE
HOT ASPHALT BASE
PRIME COAT
REMOVE STONE AS
REQUIRED TO PROPER
DEPTH
BITUMINOUS ROAD CUT PATCH
NOT TO SCALE
1.5' H.A.C. SURFACE
1999 INDOT
SPECIFICATIONS
1999 INDOT
SPECIFICATIONS
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. BITUMINOUS 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
FINISHED GRADE
il l =ill
RESERVED
PARKING
MAP' 4// /111 AP
0
1 i 1.�1•�.y �'�•ir1 W 1 rt 1 4
---1 I I PH I I -1 I I -I 11 -111 -1 I I -I 11
11 -I 1 1 l l l l ,111 -I I I•- ,111 111, I 1 1
1
RIGHT -OF -WAY
PAVEMENT SECTION
NOT TO SCALE
NO. 11 SURFACE
2" NO. 8 BINDER
NO. 5D BASE
NO. 53 STONE
(TWO LIFTS)
NO. 2 STONE
SUBGRADE COMPACTED
TO 95% MAX. DRY
DENSITY (MODIFIED
PROCTOR)
1999 INDOT
SPECIFICATIONS
PAVEMENT
VAN
ACCEFLE
SIDEWALK
PER PLANS
4' CONC. SLAB W /6X6 XW1.4 X W1.4
W.W.M. OVER MIN. 4" COMPACTED
GRANULAR FILL
5'-0"
COMPACTED AND WELL
DRAINED SUBGRADE
#4 REBARS TOP BOTTOM
l I I(
=1 I 1 =111={ 11a
1 f= 111 =111 =I II=
=111-7-
FALSE JOINT
V
SIDEWALK DETAIL
NOT TO SCALE
GREEN ILLUMINATING
TAPE (LETTERS)
12' 2 Ib. STEEL SIGN
POST (PAINTED)
BLUE ILLUMINATING
TAPE (SYMBOL BLOCK)
WHITE ILLUMINATING
TAPE (BACKGROUND)
PROVIDE 1" SLOPE AT
TOP FOOTING IF
J NOT I CONCRETE WALK
GREEN ILLUMINATING
TAPE (ARROW)
TAPE (BORDER)
12 "0x3' -6" CONCRETE
FOOTING. RECESS FOOTING
BELOW CONCRETE WALK 4"
VAN ACCESSIBLE TO BE NOTED :I11
FOR SPACES DESIGNATED FOR
THAT USE.
1
AS NEEDED
12"
HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
PLAN
6' -6"
SLOPE 12:1 MAX.
SECTION G-G
SECTION H -H
c0
1/2" PREFORMED JOINT FILLER
SIDEWALK
PER PLANS
5"
5"
6"
2"
VARIES
1
CURB RAMP, TYPE "H" alt
NOT TO SCALE
PAVEMENT
tot
PAVEMENT
HANDICAP PARKING SYMBOL DETAIL
NOT TO SCALE
0
WHITE PAINT
0
0
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
0
0
O
0
0
O
0
0
0
O
0
0
O
SKY BLUE PAINT
O 0 0
O 0 0
O 0 0
O 0 0
O 0 0
O 0 0
O 0 0
O 0 0
O 0 0
O 0 0
O 0 0
O 00
0
0
0
0
0
0
0
0
0
0
O
0
4" TYP.
7 2 #3 RE -BAR
6' -8" LONG
7' -O"
O 0 0
O 00
O 0 0
O 0 0
O 0 0
O 0 0
O 0 0
O 00
O 0 0
O 0 0
O 0 0
O 0 0
if
.10/N1.. -IMMMIII MEM
0
0
0
0
0
0
O
0
O
0
0
0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
11
ll)
2' -0" EDGE
OF PAVEMENT
3' -9" TO
PROTECT BUILDING`
PROVIDE #5 REBARS 1' -6" LONG OF FENCE
IN 5/8 "0 CAST HOLES
PRECAST CONCRETE PARKING BARRIER
NOT TO SCALE
O 0 0 0 0
O 0 0 0 0
O 0 0 0 0
O 0 0 0 0
O 0 0 0 0
O 0 0 0 0
O 0 0 0 0
O 0000
O 0 0 0 0
O 0 0 0 0
O 0 0 0 0
O 0 0 0 0
TRUNCATED DUME PLAN VIEW
0
O
0
0
0
0
0
0
O
0
0
0
4' -O" MIN. (VARIES WITH WIDTH OF RAMP)
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
0
0
0
0
O
0
O
0
0
0
0
0
0
O
O
O
0
0
0
O
0
0
0
0
0
c V
TRUNCATED DOMES
PLAN AND CROSS SECTION
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. DETECTABLE 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.
a
I
N
BIT. PVM'T.
2' -O" p"
COMP. AGGR. BASE
2.35"
O 0 0 0
O 0 0 0
O O O O
O O O O
25' CURB
TRANSITION
TRUNCATED DOME SPACING
16' CURB
TRANSITION
6
CURB
REACTION PAD -6" CONC. I DUMPSTER PAD -4" CONC.
0.4"
0,9"
TRUNCATED DOME SECTION
6"
CURB
10'-6"
10'-6"
2- #6x9' -8" 4 "o.c.
GRADING FOR CURB AT FRONT ENTRY
NOT TO SCALE
HANDICAPPED PARKING SPACES
(SEE PLAN)
0.2"
.4
NO 1,
E
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 "0 -O" OR 2' -0'x
2' -O' x 4` -0" CONC. FOOTING.
SLOPE ;ONCRETE 1" ABOVE
FINISH W/ STEEL TROWEL.
c_
DOOR
NO
CURB
L
PAVEMENT
6"
CURB
e S CREEN 'Wt4i
(5EE: ARC
a Pte$)
25' CURB
/TRANSITION
1O' -0"
1 0' -0"
6"
CURB
1 11_111 I I I=--1 1 1
2' -0"
A
NOTE:
CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6' -0" 0.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
6" STD. STEEL PIPE BOLLARD
NOT TO SCALE
16' CURB
TRANSITION
TYPICAL GRADING FOR HANDICAPPED PARKING AT SIDEWALK
NOT TO SCALE
1
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SITE DETAILS
C5.1
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T.C. ELEV.
0 o0
ARTERIAL 10 1/2"
COLLECTOR 8 1/2"
LOCAL 6 1/2'
EXISTING PAVEMENT.
COMPACTED
#5D STONE
1' -0" MIN. BOTH
1 €III
COMPACTED
GRANULAR
BACKFILL
SIDES OF TRENCH.
c°
TACK COAT
PRIME COAT
LIGHT DUTY PAVEMENT
NOT TO SCALE
'1111►` A
,•0 o p 0 p p•
o 0 0
p
'i- Ill, „111 111„ 111, 1111111111' 1 111111 1
HEAVY DUTY ASPHALT
PAVEMENT SECTION
NOT TO SCALE
SAW CUT FOR
CLEAN BREAK
6" COMPACTED WELL
DRAINED SUBGRADE
COMPACTED TO 95% MAX.
DRY DENSITY PER ASTM D1557
TACK COAT
PRIME COAT
s
d'
N
u)
NO. 2 STONE
NO.2 STONE
6" COMPACTED WELL
DRAINED SUBGRADE
COMPACTED TO 95% MAX.
DRY DENSITY PER ASTM 01557
SIKADUR 32 HI -1100 EPDXY*
(OR EQUAL) TO BE BRUSHED
ONTO THE ASPHALT PRIOR TO
PLACEMENT OF THE CONC.
\j\
ft
1" RADIUS TOOLED
ROUND EDGE
NO. 118 SURFACE
NO. 9 BINDER
NO. 53 STONE
NO.11B SURFACE
NO.9 BINDER
NO.53 STONE
5
HAC SURFACE
raPl7':ArAffrAtigAry Aer
Oo o o° Q o
O (3° O BOO O O O Q: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.
6" EXTRUDED CONCRETE CURB
NOT TO SCALE
HOT ASPHALT SURFACE
#11 OR #12 AGGREGATE
HOT ASPHALT BASE
PRIME COAT
REMOVE STONE AS
REQUIRED TO PROPER
DEPTH
BITUMINOUS ROAD CUT PATCH
NOT TO SCALE
1.5' H.A.C. SURFACE
1999 INDOT
SPECIFICATIONS
1999 INDOT
SPECIFICATIONS
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. BITUMINOUS 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
FINISHED GRADE
il l =ill
RESERVED
PARKING
MAP' 4// /111 AP
0
1 i 1.�1•�.y �'�•ir1 W 1 rt 1 4
---1 I I PH I I -1 I I -I 11 -111 -1 I I -I 11
11 -I 1 1 l l l l ,111 -I I I•- ,111 111, I 1 1
1
RIGHT -OF -WAY
PAVEMENT SECTION
NOT TO SCALE
NO. 11 SURFACE
2" NO. 8 BINDER
NO. 5D BASE
NO. 53 STONE
(TWO LIFTS)
NO. 2 STONE
SUBGRADE COMPACTED
TO 95% MAX. DRY
DENSITY (MODIFIED
PROCTOR)
1999 INDOT
SPECIFICATIONS
PAVEMENT
VAN
ACCEFLE
SIDEWALK
PER PLANS
4' CONC. SLAB W /6X6 XW1.4 X W1.4
W.W.M. OVER MIN. 4" COMPACTED
GRANULAR FILL
5'-0"
COMPACTED AND WELL
DRAINED SUBGRADE
#4 REBARS TOP BOTTOM
l I I(
=1 I 1 =111={ 11a
1 f= 111 =111 =I II=
=111-7-
FALSE JOINT
V
SIDEWALK DETAIL
NOT TO SCALE
GREEN ILLUMINATING
TAPE (LETTERS)
12' 2 Ib. STEEL SIGN
POST (PAINTED)
BLUE ILLUMINATING
TAPE (SYMBOL BLOCK)
WHITE ILLUMINATING
TAPE (BACKGROUND)
PROVIDE 1" SLOPE AT
TOP FOOTING IF
J NOT I CONCRETE WALK
GREEN ILLUMINATING
TAPE (ARROW)
TAPE (BORDER)
12 "0x3' -6" CONCRETE
FOOTING. RECESS FOOTING
BELOW CONCRETE WALK 4"
VAN ACCESSIBLE TO BE NOTED :I11
FOR SPACES DESIGNATED FOR
THAT USE.
1
AS NEEDED
12"
HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
PLAN
6' -6"
SLOPE 12:1 MAX.
SECTION G-G
SECTION H -H
c0
1/2" PREFORMED JOINT FILLER
SIDEWALK
PER PLANS
5"
5"
6"
2"
VARIES
1
CURB RAMP, TYPE "H" alt
NOT TO SCALE
PAVEMENT
tot
PAVEMENT
HANDICAP PARKING SYMBOL DETAIL
NOT TO SCALE
0
WHITE PAINT
0
0
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
0
0
O
0
0
O
0
0
0
O
0
0
O
SKY BLUE PAINT
O 0 0
O 0 0
O 0 0
O 0 0
O 0 0
O 0 0
O 0 0
O 0 0
O 0 0
O 0 0
O 0 0
O 00
0
0
0
0
0
0
0
0
0
0
O
0
4" TYP.
7 2 #3 RE -BAR
6' -8" LONG
7' -O"
O 0 0
O 00
O 0 0
O 0 0
O 0 0
O 0 0
O 0 0
O 00
O 0 0
O 0 0
O 0 0
O 0 0
if
.10/N1.. -IMMMIII MEM
0
0
0
0
0
0
O
0
O
0
0
0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
11
ll)
2' -0" EDGE
OF PAVEMENT
3' -9" TO
PROTECT BUILDING`
PROVIDE #5 REBARS 1' -6" LONG OF FENCE
IN 5/8 "0 CAST HOLES
PRECAST CONCRETE PARKING BARRIER
NOT TO SCALE
O 0 0 0 0
O 0 0 0 0
O 0 0 0 0
O 0 0 0 0
O 0 0 0 0
O 0 0 0 0
O 0 0 0 0
O 0000
O 0 0 0 0
O 0 0 0 0
O 0 0 0 0
O 0 0 0 0
TRUNCATED DUME PLAN VIEW
0
O
0
0
0
0
0
0
O
0
0
0
4' -O" MIN. (VARIES WITH WIDTH OF RAMP)
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
O 0
0
0
0
0
O
0
O
0
0
0
0
0
0
O
O
O
0
0
0
O
0
0
0
0
0
c V
TRUNCATED DOMES
PLAN AND CROSS SECTION
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. DETECTABLE 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.
a
I
N
BIT. PVM'T.
2' -O" p"
COMP. AGGR. BASE
2.35"
O 0 0 0
O 0 0 0
O O O O
O O O O
25' CURB
TRANSITION
TRUNCATED DOME SPACING
16' CURB
TRANSITION
6
CURB
REACTION PAD -6" CONC. I DUMPSTER PAD -4" CONC.
0.4"
0,9"
TRUNCATED DOME SECTION
6"
CURB
10'-6"
10'-6"
2- #6x9' -8" 4 "o.c.
GRADING FOR CURB AT FRONT ENTRY
NOT TO SCALE
HANDICAPPED PARKING SPACES
(SEE PLAN)
0.2"
.4
NO 1,
E
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 "0 -O" OR 2' -0'x
2' -O' x 4` -0" CONC. FOOTING.
SLOPE ;ONCRETE 1" ABOVE
FINISH W/ STEEL TROWEL.
c_
DOOR
NO
CURB
L
PAVEMENT
6"
CURB
e S CREEN 'Wt4i
(5EE: ARC
a Pte$)
25' CURB
/TRANSITION
1O' -0"
1 0' -0"
6"
CURB
1 11_111 I I I=--1 1 1
2' -0"
A
NOTE:
CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6' -0" 0.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
6" STD. STEEL PIPE BOLLARD
NOT TO SCALE
16' CURB
TRANSITION
TYPICAL GRADING FOR HANDICAPPED PARKING AT SIDEWALK
NOT TO SCALE
1
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SITE DETAILS
C5.1
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DRAWING N0. SHEET OF
4-
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IN2004.0387.071.C51.DET.DWG