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MIN.
TOPSOIAD
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SUITABLE BACKFILL ca ° . .. La
COMPACTIN 4" LIFT.. + ° . • -
III, II- lII=_I1 f;il:IliiTlllliT111i��1f1I
COMPACTED SUBGRADE
COMBINED CONCRETE CURB & GUTTER (TYPE �.
NOT TO SCALE
6" 6" 1 18"
MIN. ~yI
TOPSOIL
_� SLOPE '/4'/FT. j
SUITABLE
BACKFILL
COMPACTED
IN 4" LIFTS. 1 �—
II�;�lII-,: III
COMPACTED SUBGRADE
COMBINED CONCRETE CURB & GUTTER
TYPE III
NOT TO SCALE
OGLED CONTROL JOINT-
TI,
WIDE, MIN. "/4 DEPTH APPLY ANTI- SPALLING
4" CONC. SLAB W/ COMPOUND
BROOM FINISH
6 1" RADIUS - TOOLED
6x6 W1.4xW1.4xW.W.F. ROUND EDGE
° P i
PAVEMENT
D
% ° O ° °
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GRANULAR
FI LL =�
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P.
fOP & BOTTOM
COMBINED CURB & WALK DETAIL
NOT TO SCALE
100'
6" OR 8" TOP OF CURB -
F(Y
TOP OF PAVEMENT -.
1 1 I I I I I I I
I I I I I i I I
VARIES W /TYPE
TRANSVERSE OF CURB
EXPANSION JOINTS TRANSVERSE
CONTRACTION JOINTS
CURB JO-I"NT DETAIL
NOT TO SCALE
I I
s I
BOTTOM
OF CURB
2" L" 2"
VI__vI __v1
I�
I�
DETAIL OF RAM -P R�-0
FOR TACTILE WARNING
PER INDOT STANDARDS
NOT TO SCALE
TACK COAT
r- PRIME COAT
NO.118 SURFACE
NO.9 BINDER
N0.53 STONE
NO.2 STONE
\ \ \\ \
\ to
oo; • -'I
K.......,..
— -- 6” COMPACTED & WELL
DRAINED SUBGRADE TO BE
HEAVY DUTY ASPHALT GEOTECHN CAL REPORT BY
PAVEMENT SECTION ATC & ASSOCIATES
NOT TO SCALE
TACK COAT
PRIME COAT
-\ - N c 11B SURFACE
I N0. BINDER
'3 , '�' ` ,r; ; _ NO. 53 STONE
NO. 2 STONE
�— 6" COMPACTED & WELL
DRAINED SUBGRADE TO BE
LIGHT DUTY PAVEMENT COMPACTED ACCORDING TO
NOT TO SCALE GEOTECHNICAL REPORT BY
Arc & ASSOCIATES
W.
•
• -
TOOLED CONT. JTS. 1/8"
WIDE; MIN. 1" DEPTH
APPLIED CURING COMPOUNDS
NQTEL EXP. JOINTS
BLDGS., OR IMMOVABLE
OBJECTS. CONTROL JNT.
SPACING MAY VARY. THE
DIMENSIONS ABOVE ARE
MAX. SEE PLANS FOR
ANY VARIATIONS EITHER
INDICATED OR IMPLIED.
4" CONIC. SLAB W/6x6W1.4xW1.4 W.W.F.
BROOM FINISH OR PATTERNED COLORED CONCRETE
WHERE SPECIFIED. CONT. JTS. 5' -0" Q.C. MAX.
4" CONCRETE SIDEWALK DETAIL
NOT TO SCALE
DRIVE 6" 18" I ROAD
�:7 : ;-7��' N
i2' -0'
I
CONCRETE LIP GUTTER
NOT TO SCALE
CROWN CAP W/ CONC.
1" ABOVE TOP OF PIPE
6 "0 STD. STEEL PIPE
GALVANIZED & PAINTED,
FILLED W/ CONCRETE.
v--
W
2' -0" x 4' -0" OR 2' -0" x a_ a
2' -0" x 4' -0" CONC. FOOTING.
J
W
LIJ
SLOPE CONCRETE 1" ABOVE
& FINISH W/ STEEL TROWEL.
• • —M
PAVEMENT
D b
° a
° .
°
0
1
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
6" STD. STEEL PIPE BOLLARD
NOT TO SCALE
10' -6" 10' -0"
(REFER TO ARCHITECTURAL
PLANS FOR DUMPSTER
ENCLOSURE DETAIL)
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REACTION FAD -6" CONC.
BIT. PVM'T.
�2' 0" 8"
- COMP. AGGR. BASE
2.35"
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 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j O O O O
00000000000000000000000. 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N! 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
O O O O O O O O O O O O O O O O C O 0 0 0 0 0
O Q O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O �i O O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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O V
4' -0" MIN. VARIES WITH WIDTH OF RAMP)
TRUNCATED DOME PLAN VIEW ^ ,
TRUNCATED DOME SPACING
NOTES:
1 DETECTABLE WARNINGS SHALL BE OF THE PAVER OR MAT TYPE WITH ADHESIVE PER MANUFACTURERS SPECIFICATIONS.
2- #6x9' -8" 0 4 "o.c.
-o"
DUMPSTER PAD -4" CONC,
�- 6x6 -6/6 WWF
SECTION A -A
DUMPSTER PAD DETAIL
NOT TO SCALE
RAMP GROOVES
\ \ \\ \
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BLUE - ILLUMINATING
NOTE;
__ -•� .,.`�..�...
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GROOVES APPLY TO ALL TYPES
' 1 I _TI -1 I 1 =1 11E. 11 -TI - „I
i ��
11=1 ! I, , I I I ! � -; 11=
— -- 6” COMPACTED & WELL
DRAINED SUBGRADE TO BE
HEAVY DUTY ASPHALT GEOTECHN CAL REPORT BY
PAVEMENT SECTION ATC & ASSOCIATES
NOT TO SCALE
TACK COAT
PRIME COAT
-\ - N c 11B SURFACE
I N0. BINDER
'3 , '�' ` ,r; ; _ NO. 53 STONE
NO. 2 STONE
�— 6" COMPACTED & WELL
DRAINED SUBGRADE TO BE
LIGHT DUTY PAVEMENT COMPACTED ACCORDING TO
NOT TO SCALE GEOTECHNICAL REPORT BY
Arc & ASSOCIATES
W.
•
• -
TOOLED CONT. JTS. 1/8"
WIDE; MIN. 1" DEPTH
APPLIED CURING COMPOUNDS
NQTEL EXP. JOINTS
BLDGS., OR IMMOVABLE
OBJECTS. CONTROL JNT.
SPACING MAY VARY. THE
DIMENSIONS ABOVE ARE
MAX. SEE PLANS FOR
ANY VARIATIONS EITHER
INDICATED OR IMPLIED.
4" CONIC. SLAB W/6x6W1.4xW1.4 W.W.F.
BROOM FINISH OR PATTERNED COLORED CONCRETE
WHERE SPECIFIED. CONT. JTS. 5' -0" Q.C. MAX.
4" CONCRETE SIDEWALK DETAIL
NOT TO SCALE
DRIVE 6" 18" I ROAD
�:7 : ;-7��' N
i2' -0'
I
CONCRETE LIP GUTTER
NOT TO SCALE
CROWN CAP W/ CONC.
1" ABOVE TOP OF PIPE
6 "0 STD. STEEL PIPE
GALVANIZED & PAINTED,
FILLED W/ CONCRETE.
v--
W
2' -0" x 4' -0" OR 2' -0" x a_ a
2' -0" x 4' -0" CONC. FOOTING.
J
W
LIJ
SLOPE CONCRETE 1" ABOVE
& FINISH W/ STEEL TROWEL.
• • —M
PAVEMENT
D b
° a
° .
°
0
1
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
6" STD. STEEL PIPE BOLLARD
NOT TO SCALE
10' -6" 10' -0"
(REFER TO ARCHITECTURAL
PLANS FOR DUMPSTER
ENCLOSURE DETAIL)
4 4
I a a
° ° a a Q
d a 4
- Q ° <a 4 a a a a• 4
.a.
A A n4.
�,-
A
n. ,
a a.
10' -6"
REACTION FAD -6" CONC.
BIT. PVM'T.
�2' 0" 8"
- COMP. AGGR. BASE
2.35"
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 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j O O O O
00000000000000000000000. 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N! 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
O O O O O O O O O O O O O O O O C O 0 0 0 0 0
O Q O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O �i O 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 0 0 0 0 0 0 0 0 0 0 0
O V
4' -0" MIN. VARIES WITH WIDTH OF RAMP)
TRUNCATED DOME PLAN VIEW ^ ,
TRUNCATED DOME SPACING
NOTES:
1 DETECTABLE WARNINGS SHALL BE OF THE PAVER OR MAT TYPE WITH ADHESIVE PER MANUFACTURERS SPECIFICATIONS.
2- #6x9' -8" 0 4 "o.c.
-o"
DUMPSTER PAD -4" CONC,
�- 6x6 -6/6 WWF
SECTION A -A
DUMPSTER PAD DETAIL
NOT TO SCALE
2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP. 0.4",
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.
0.2"
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. 0.9
7. IF MATS ARE TO BE USED, EDGES SHALL BE BEVELED TO ELIMINATE TRIP HAZARD. TRUNCATED DOME SECTION
TRUNCATED DOMES
PLAN AND CROSS -SEC ICON
NOT TO SCALE
n
�L
�T
COARSE BROOM
FINISH
SIDEWALK
A
RESERVED GREEN - I ATINI
TAPE (LETTERS)
BARKING AS NEEDED
*
12' 2 Ib. STEEL c MR
12"
RAMP GROOVES
L
o
K.......,..
BLUE - ILLUMINATING
NOTE;
__ -•� .,.`�..�...
TRUNCATED DOMES & RAMP
TAPE (SYMBOL BLOCK)
GROOVES APPLY TO ALL TYPES
....
OF CURB RAMPS
I
TRUNCATED DOMES
L
I;
TAPE (BACKGROUND)
6' -9"
—�
Lo
PLAN
M
I �`� "�
SIDEWALK 2' -0"
NOT IN CONCRETE WALK
4" I
CURB RAMP
1 �
� 2.0% (max.) I I
I
2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP. 0.4",
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.
0.2"
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. 0.9
7. IF MATS ARE TO BE USED, EDGES SHALL BE BEVELED TO ELIMINATE TRIP HAZARD. TRUNCATED DOME SECTION
TRUNCATED DOMES
PLAN AND CROSS -SEC ICON
NOT TO SCALE
n
�L
�T
COARSE BROOM
FINISH
SIDEWALK
A
RESERVED GREEN - I ATINI
TAPE (LETTERS)
BARKING AS NEEDED
*
12' 2 Ib. STEEL c MR
12"
RAMP GROOVES SECTION K —K
COARSE BROOM
FINISH
K L K
SIDEWALK 11111niillill111 -- 1u1111un 11111
1i12:1iiiiii _ _T SIDEWALK
11 ttltrrr�t 111 - i I I I
nu11u111n11 ' �. 1 1 n1n1n11
I
TRUNCATED DOMES �-
NOTE:
TRUNCATED DOMES & RAMP
GROOVES APPLY TO ALL TYPES 6' -0" 5' -0" 6' -0"
OF CURB RAMPS
ADA ACCESSIBLE RAMP TYPE "I"
NOT TO SCALE
3'-9' TO
PROTECT BUILDINC
2 - #3 RE -BAR 6'-8" LONG OF FENCE
7' -0" 9" 1 2' -0" EDGE
OF PAVEMENT
�- BOTTOM EDGE OF RAMP
TO BE FLUSH WITH
GUTTER FLOWLINE
PAVEMENT
4"
Y2 PREFORMED
JOINT FILLER
SECTION L- L
�5' -0" 6' -9" SIDEWALK
MIN. SLOPE 12:1 (max.)
i
SECTION K -K
ADA ACCESSIBLE RAMP TYPE II
NOT TO SCALE
------PROVIDE #5 REBARS 1' -6" LONG
IN 5/8 "0 CAST HOLES
PRECAST CONCRETE PARKING BARRIER
NOT TO SCALE
11n IITI n A 11, 17
PAINT
4" TYP.
ADA ACCESSIBLE PARKING SYMBOL DETAIL
NOT TO SCALE
COMBINED CURB &GUTTER FACE OF
L =6' -0" I CURB
iV
COMBINED CURB & GUTTER TURNOUTS
Architects
,0 z:
Consultants
Engineers
AMERICAN
CONSULTING,
INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256.3917
317547.5580 317543.0270
Copyright (C) 2005 — American Consulting, Inc.
PR BLOCK C, LLC.
8463 CASTLEWOOD
DRIVE
INDIANAPOLIS, INDIANA
MEDFORD PLACE
(LOT 3) AT WEST
CARMEL CENTER
CONSULTANTS
s
3
i
a
i
FEr,4,y
` ����STFRED 9G�� 1
No.
* 19900549
STALE O
ANAL
CERTIFIED BY
DATE- 03 /31/06
DRAWN BY, PED
CHECKED BYFF AF
ISSUED FOR•
DATE-
ACE PROJECT •1 IN2004.0948
TITLE
SITE
DETAILS
C6.1
POST (PAINTED)
°
o
BLUE - ILLUMINATING
r
TAPE (SYMBOL BLOCK)
WHITE - ILLUMINATIN G
I;
TAPE (BACKGROUND)
;� �'
PROVIDE 1" SLOPE AT
I �`� "�
TOP OF FOOTING IF
NOT IN CONCRETE WALK
T
— GREEN - ILLUMINATING
,
TAPE (ARROW)
GREEN - ILLUMINATING
-
TAPE (BORDER)
_
M
12 "0x3' -6" CONCRETE
FOOTING. RECESS FOOTING
°.
BELOW CONCRETE WALK 4" i�� • .
!!111
* " VAN ACCESSIBLE " TO BE NOTED
FOR SPACES DESIGNATED FOR
THAT USE, :I I III —
III — III —III —I I
12"
ADA ACCESSIBLE PARKING
SIGN DETAIL
NOT TO SCALE
SIDEWALK 2' -0' BOTTOM EDGE OF RAMP
5' -6"
TO BE FLUSH WITH
BOTTOM OF CURB
CURB RAMP
2.0% (max.)
I
PAVEMENT
4"
'/2 PREFORMED
i
JOINT FILLER
SECTION L —L
SIDEWALK 6' -0" 5' -0"
6' -0" SID LK
SLOPE 12:1 (max.)
SLOPE 12:1 (max.)
RAMP GROOVES SECTION K —K
COARSE BROOM
FINISH
K L K
SIDEWALK 11111niillill111 -- 1u1111un 11111
1i12:1iiiiii _ _T SIDEWALK
11 ttltrrr�t 111 - i I I I
nu11u111n11 ' �. 1 1 n1n1n11
I
TRUNCATED DOMES �-
NOTE:
TRUNCATED DOMES & RAMP
GROOVES APPLY TO ALL TYPES 6' -0" 5' -0" 6' -0"
OF CURB RAMPS
ADA ACCESSIBLE RAMP TYPE "I"
NOT TO SCALE
3'-9' TO
PROTECT BUILDINC
2 - #3 RE -BAR 6'-8" LONG OF FENCE
7' -0" 9" 1 2' -0" EDGE
OF PAVEMENT
�- BOTTOM EDGE OF RAMP
TO BE FLUSH WITH
GUTTER FLOWLINE
PAVEMENT
4"
Y2 PREFORMED
JOINT FILLER
SECTION L- L
�5' -0" 6' -9" SIDEWALK
MIN. SLOPE 12:1 (max.)
i
SECTION K -K
ADA ACCESSIBLE RAMP TYPE II
NOT TO SCALE
------PROVIDE #5 REBARS 1' -6" LONG
IN 5/8 "0 CAST HOLES
PRECAST CONCRETE PARKING BARRIER
NOT TO SCALE
11n IITI n A 11, 17
PAINT
4" TYP.
ADA ACCESSIBLE PARKING SYMBOL DETAIL
NOT TO SCALE
COMBINED CURB &GUTTER FACE OF
L =6' -0" I CURB
iV
COMBINED CURB & GUTTER TURNOUTS
Architects
,0 z:
Consultants
Engineers
AMERICAN
CONSULTING,
INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256.3917
317547.5580 317543.0270
Copyright (C) 2005 — American Consulting, Inc.
PR BLOCK C, LLC.
8463 CASTLEWOOD
DRIVE
INDIANAPOLIS, INDIANA
MEDFORD PLACE
(LOT 3) AT WEST
CARMEL CENTER
CONSULTANTS
s
3
i
a
i
FEr,4,y
` ����STFRED 9G�� 1
No.
* 19900549
STALE O
ANAL
CERTIFIED BY
DATE- 03 /31/06
DRAWN BY, PED
CHECKED BYFF AF
ISSUED FOR•
DATE-
ACE PROJECT •1 IN2004.0948
TITLE
SITE
DETAILS
C6.1