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PIPE
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30" 5"
BLUE
GUTTER OR SIMILAR STRUCTURE
SCREEN PRINT SYMBOL
RISE
IN THE PUBLIC RIGHT -OF -WAY
0
MAX.
"B" BORROW OR EQUIV.
1 2 "f
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WHITE
13
INTERNATIONAL SYMBOL OF ACCESSIBILITY
COMPACTED TO 95%
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OUTLET
PIPE
SEE PLANS FOR
CASTING TYPE
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CLASS "A"
CONCRETE
6" #8 STONE BEDDII
NOTE; 5" CONC, PRECAST OR
POURED IN PLACE
INLET TYPE "E"
NO SCALE
(TYP.)
NOTE; SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL,
SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND.
(COLOR NO. 105090 IN FEDERAL STANDARDS 595a) DOUBLE
COAT. (TYP,) SYMBOL SHALL MEET INDIANA ACCESSIBILITY
CODE AND THE AMERICANS WITH DISABILITIES ACT CRITERIA.
DISABLED PAVEMENT SYMBOL
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I WAY
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DISABLED PARKING SIGN
NO SCALE
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#8 WASHED GRAVEL OR ° III =1I
APPROVED EQUIVALENT II_
(INDOT STD. SPECS.)
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PERFORATED = III -1111 _'
PIPE III III 11111 11111111111111 1
SHAPED BOTTOM
4" 4"
MIN. MIN.
NOTE:
UNDERDRAIN TO BE PLACED
@ 0.5% SLOPE MINIMUM
PIPE UNDERDRAIN AT STRUCTURES
(TYPICAL INSTALLATIONS)
NO SCALE
GREATER THAN 5' 1IIN. 6" TOPSOIL TO
/ ENSURE GRASS GROWTH
=1 Mi -1 =III MIN. 1.25 Bc + 12 11, =111 =I
EDGE OF PAVEMENT, CURB, I1 REGULAR
GUTTER OR SIMILAR STRUCTURE 11 =11 - BACKFILL
IN THE PUBLIC RIGHT -OF -WAY =
12" (MIN.)
#8 CRUSHED STONE OR
APPROVED EQUIV. CLASS I
BEDDING MATERIAL HAND II=
TAMPED AND WALKED INTO -11111 111
PLACE 1I
l lull Bc III- 4"
- - -_ -- _ _ _
LEGEND ,lli�ihlil,,,lil; � =IL= ICI „IiI1111i11�llll „n
Bc = OUTSIDE DIAMETER NOTE:
D = INSIDE DIAMETER ALL BEDDING AND INITIAL PACKFILL
SHALL BE INSTALLED IN 6
d = DEPTH OF BEDDING TO 12” BALANCED LIFTS
MATERIAL BELOW PIPE A MINIMUM 9” CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
PLASTIC PIPE (PVC & H DPE)
TRENCH DETAIL
(GREATER THAN 5' FROM EDGE OF PAVEMENT)
NO SCALE
5' OR LESS MIN. 6" TOPSOIL TO
FENSURE GRASS GROWTH
IF NOT UNDER PAVEMENT
IN, 1.251 Sc + 12"
EDGE OF PAVEMENT, CURB,—it
16 GAUGE BONDERIZED STEEL SIGN 12"
BLUE
GUTTER OR SIMILAR STRUCTURE
SCREEN PRINT SYMBOL
RISE
IN THE PUBLIC RIGHT -OF -WAY
1 f
MAX.
"B" BORROW OR EQUIV.
1 2 "f
Z t
WHITE
13
INTERNATIONAL SYMBOL OF ACCESSIBILITY
COMPACTED TO 95%
8
6
STANDARD PROCTOR
MEETING INDIANA ACCESSIBILITY CODE
2 1"
DENSITY
11 II II
III -,III 11!
15
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AND THE AMERICANS WITH DISABILITIES
1 1
DEPTH OF BEDDING
24
36
MATERIAL BELOW PIPE
ACT CRITERIA VERIFY LETTERING SIZE
LEGEND
D d) MIN.
co
OUTSIDE DIAMETER
27" & SMALLER 3"
AND STYLE WITH
INSIDE DIAMETER
42
SHALL BE INSTALLED IN 6
1 PC.
30" TO 60" 4"
LOCAL AUTHORITY
wwoicAPPeo
66' & LARGER 6'
A MINIMUM 9 CLEARANCE
MATERIAL BELOW PIPE
32
SHALL BE PROVIDED ON EACH
PAWNG ONLY
1 PC.
SIDE OF THE INSTALLED PIPE
48
REINFORCED CONCRETE PIPE
ACCESSIBLE VAN PARKING SIGN TO W-„PKo
27 " -30"
TRENCH DETAIL
45'
MEET AMERICANS WITH DISABILITIES VAN PARKING
5' FROM EDGE OF PAVEMENT)
w
MO
TURNS UP TO
ACT CRITERIA AND ALL STATE AND
GREATER
60"
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TURNS UP TO
LOCAL CODES AT VAN SPACE
Q
48"
3
GREATER THAN
"U" TYPE FLANGED GAII STEEL
TO 90'
48"
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TURNS UP TO
45'
SIGN POST CENTERED IN 6" DIA.
48"
24"
TURNS UP TO
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STEEL PIPE FILLED W/ CONC.
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SLOPE CONC. 1 ABOVE &
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FINISH W/ STEEL TROWEL
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Certified By:
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CONCRETE FOOTING -IIL
C500
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Duke Realty Job Number.
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A/E Job Number:
65367
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I WAY
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DISABLED PARKING SIGN
NO SCALE
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#8 WASHED GRAVEL OR ° III =1I
APPROVED EQUIVALENT II_
(INDOT STD. SPECS.)
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PERFORATED = III -1111 _'
PIPE III III 11111 11111111111111 1
SHAPED BOTTOM
4" 4"
MIN. MIN.
NOTE:
UNDERDRAIN TO BE PLACED
@ 0.5% SLOPE MINIMUM
PIPE UNDERDRAIN AT STRUCTURES
(TYPICAL INSTALLATIONS)
NO SCALE
GREATER THAN 5' 1IIN. 6" TOPSOIL TO
/ ENSURE GRASS GROWTH
=1 Mi -1 =III MIN. 1.25 Bc + 12 11, =111 =I
EDGE OF PAVEMENT, CURB, I1 REGULAR
GUTTER OR SIMILAR STRUCTURE 11 =11 - BACKFILL
IN THE PUBLIC RIGHT -OF -WAY =
12" (MIN.)
#8 CRUSHED STONE OR
APPROVED EQUIV. CLASS I
BEDDING MATERIAL HAND II=
TAMPED AND WALKED INTO -11111 111
PLACE 1I
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- - -_ -- _ _ _
LEGEND ,lli�ihlil,,,lil; � =IL= ICI „IiI1111i11�llll „n
Bc = OUTSIDE DIAMETER NOTE:
D = INSIDE DIAMETER ALL BEDDING AND INITIAL PACKFILL
SHALL BE INSTALLED IN 6
d = DEPTH OF BEDDING TO 12” BALANCED LIFTS
MATERIAL BELOW PIPE A MINIMUM 9” CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
PLASTIC PIPE (PVC & H DPE)
TRENCH DETAIL
(GREATER THAN 5' FROM EDGE OF PAVEMENT)
NO SCALE
5' OR LESS MIN. 6" TOPSOIL TO
FENSURE GRASS GROWTH
IF NOT UNDER PAVEMENT
IN, 1.251 Sc + 12"
EDGE OF PAVEMENT, CURB,—it
I
SLOPE
APPROX,
GUTTER OR SIMILAR STRUCTURE
-III
-_
RISE
IN THE PUBLIC RIGHT -OF -WAY
1 f
MAX.
"B" BORROW OR EQUIV.
1 2 "f
Z t
GRANULAR MATERIAL
13
.064
COMPACTED TO 95%
8
6
STANDARD PROCTOR
- II
2 1"
DENSITY
11 II II
III -,III 11!
15
,064
IIll�llll ICI
Bc III- d
1 1
DEPTH OF BEDDING
24
36
MATERIAL BELOW PIPE
' -III �111���111 -III -' =1' =III- 111�i11!1- III =11
=
LEGEND
D d) MIN.
NOTE: Bc =
OUTSIDE DIAMETER
27" & SMALLER 3"
ALL BEDDING AND INITIAL PACKFILL D =
INSIDE DIAMETER
42
SHALL BE INSTALLED IN 6
1 PC.
30" TO 60" 4"
TO 12" BALANCED LIFTS d =
DEPTH OF BEDDING
66' & LARGER 6'
A MINIMUM 9 CLEARANCE
MATERIAL BELOW PIPE
32
SHALL BE PROVIDED ON EACH
2 1.
1 PC.
SIDE OF THE INSTALLED PIPE
48
REINFORCED CONCRETE PIPE
(RCP)
27 " -30"
TRENCH DETAIL
45'
(WITHIN
5' FROM EDGE OF PAVEMENT)
27 " -30"
TURNS UP TO
NO SCALE
GREATER
GREATER THAN 5' MIN. 6" TOPSOIL TO
ENSURE GRASS GROWTH
II 7171177
-III -1 III =I 1 =111-
" -11 -1I -11111 MIN, 1,25 Bc
EDGE OF PAVEMENT, CURB,
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
PIPE
PAY
LENGTH
L
ALVA IZED
STEEL
TOE PLA
A" W A -; ANCHOR
PLAN VIEW END VIEW
3•� F
4. 1 Fj(C S�OAE SC0 2 1 2
�1
NI
PAY LENGTH OF CULVERT ' LENGTH (L) f
II `,
SIDE VIEW ;l
PDIb1EN &I
DIMENSIONS
SLOPE
APPROX,
BODY
SPAN
RISE
N.
1 f
MAX.
1 f
1 2 "f
Z t
17
13
.064
6
8
6
20
30
2 1"
1 PC,
21
15
,064
7 2"
1 1
6
24
36
2 7T
PC.
24
18
,064
8
12
6
28
42
2 2 "
1 PC.
28
20
,064
8
16
6
32
48
2 1.
1 PC.
'INFORCED
)GE
H
T
PIPE
DIA.
T
IN.
PRECAST CONCRETE ADJUSTER RING
DIMENSIONS
SLOPE
APPROX.
BODY
1' f
MAX.
1Hf
1 "t
2' f
12
,064
6 2"
6 2"
6
21
24
2 2"
1 PC,
15
.064
77
8
6
26
30
2 2"
1 PC.
18
.064
8
8
6
31
36
2 2"
1 PC,
21
.064
10
12
6
36
42
27"
1 PC,
24
.064
10
13
6
41
48
2 7
60"
NOTES;
END SECTIONS AND TOE PLATE ANCHORS SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS AS
SET OUT IN THE STANDARD SPECIFICATIONS.
IF ALUMINUM ALLOY PIPE CULVERT IS FURNISHED, ALUMINUM ALLOY END SECTIONS SHALL ALSO
BE USED AND ALL COMPONENT PARTS SHALL BE ALUMINUM ALLOY AS SET OUT IN THE STANDARD
SPECIFICATIONS,
MULTIPLE PANEL BODIES SHALL HAVE LAP SEAMS WHICH SHALL BE TIGHTLY JOINTED WITH 3/8"
DIA, GALVANIZED RIVETS OR BOLTS.
THE TOE PLATE ANCHOR SHALL BE CONSTRUCTED OF 10 GAGE GALVANIZED STEEL AND BE
REQUIRED ON STEEL PIPE END SECTION, IT SHALL BE MATCHED - PUNCHED TO FIT HOLES
IN SKIRT LIP, AND SUPPLIED LOOSE, COMPLETE WITH 3/8" DIA, GALVANIZED BOLTS. COST
THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT RICE PER EACH FOR "PIPE END SECTION ".
PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PIPE END SECTION TO HELICALLY
CORRUGATED PIPE,
END SECTION DETAIL
NO SCALE
SEE
TYPE
PLANS FOR
OF CASTING
PRECAST CONCRETE ADJUSTER RING
18" OUTLET
I.E. SEE PLANS
PH: 317.299.7500
FX. 317.291.5805
IF NEEDED, (4
ASPHALTIC MASTIC OR BUTYL
JOINTS SHALL BE CUT
z J
RUBBER SEAL BETWEEN JOINTS
96"
ECCENTRIC CONE OR
GREATER THAN
45'
4" REDUCER CAP AS REQ'D.
96
54 -66
BY SITE CONDITIONS
soa GAL. PRECAST CONC.
° 24" DIA.
1' -0" MIN. OVER
FULL HEIGHT MANHOLE
GREATER THAN
HIGHEST PIPE
STEP REQUIRED
84
48
TURNS UP TO
°
REDUCER CAP
72"
p ° D IA. F
UP TO 45'
MIN. 4' DIA, SUBSURFACE
"T"
16 o,c.
72"
TILE STUB WHERE REQ'D.
° (TYP.)
(MIN.)
TO 90'
60"
5"
PLACET OR
STRAIGHT THRU
MUSKEGON, MICHIGAN
OUREDC IN
60"
24 " -33"
° PERMISSIBLE.
45'
12 "nin
60"
24"
" "
PREFORMED HOLE TO MAX OF PIPE
3" MINA
MANHOLE BASE SET \\t +-
ON 6' OF #2 STONE
GROUT
8" CLASS "A" CONCRETE
12" + 6" WITH NON- SHRINK CEMENT GROUT
3" MIN,
BASE 8" PER SECTION
BENCH WALLS AT MIN.
1/2" PER FOOT SLOPE
REINFORCED BAR #4 ® 12" O.C.
STEEL MESH AREA = 0.12 in. /Ft.
OR APPROVED EQUAL
NOTES:
MANHOLE CONFORMS TO ASTM C -478
NO BRICK OR BLOCK WILL BE ALLOWED
IN MANHOLE
0 -RING GASKET ASPHALTIC MASTIC
OR BUTYL JOINTS RU RUBBER SEAL BETWEEN
STEPS REQUIRED FOR STORM
SEWER OVER 4' DEEP.
MANHOLE
PIPE
PIPE TURNS
18" OUTLET
I.E. SEE PLANS
PH: 317.299.7500
FX. 317.291.5805
DIA. "F"
DIA. "G"
JOINTS SHALL BE CUT
z J
TO MATCH ANGLE OF SLAB
96"
48"
GREATER THAN
45'
TO 90'
96
54 -66
UP TO 60'
soa GAL. PRECAST CONC.
cn
78
84"
42"
GREATER THAN
45'
TO 90'
84
48
TURNS UP TO
45'
3" SEPARATION
A F EOFUTANK
72"
42 " -48"
UP TO 45'
BY BUSH CONCRETE PRODUCTS
72"
33 " -36"
GREATER THAN
45'
TO 90'
60"
33 " -36"
STRAIGHT THRU
MUSKEGON, MICHIGAN
60"
24 " -33"
GREATER THAN
45'
TO 90'
60"
24"
GREATER THAN
45'
TO 90'
60"
27 " -30"
GREATER THAN
45'
TO 90'
60"
27 " -30"
TURNS UP TO
45'
GREATER
60"
33 " -36"
TURNS UP TO
45'
Q
48"
12 " -21"
GREATER THAN
45'
TO 90'
48"
12 " -21"
TURNS UP TO
45'
48"
24"
TURNS UP TO
45'
MANHOLE TYPE "B"
NO SCALE
STRUCTURAL SLAB BY
ARCH. TRADES CONTI
BOLT DOWN MANHOLE E.J.I.W. 1122 CASTING WITH TYPE
FRAME WITH STUD BOLTS A SOLID CASTING (TYP. OF BOTH)
2' (TYi 1' -4" (TYP,)
APPLY ASPHALT MASTIC -�
AROUND MANHOLE CASTING
REGULAR ADJUSTING RINGS AND
BACKFILL GREASE TRAP TOP FOR
WATERPROOFING
"B" BORROW OR EQUIV.
GRANULAR MATERIAL -
COMPACTED TO 90% -; I1 II 1/6 Bc
STANDARD PROCTOR =111= 3"x`10" LIQUID
DENSITY 1 -1 VENT OPENING
12" DIA.
OPENING
in
1 '3 112-
4'
1/4-
X1 /2 "R
(2) #4 BARS CONTINUOUS
EXISTING
GROUND
NOTES:
1.) CONTRACTION JOINTS SHALL BE PLACED EVERY 20' MAX. TO
A DEPTH OF 1 1/2-.
2.) FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT
EXPANSION JOINTS.
3,) EXPANSION JOINTS TO BE PLACED ® 100' MINIMUM,
6" STRAIGHT CURB
NO SCALE
„ 18"
�I I�
TOPSOIL 11 =III
I -I I I
N =111=111 I I SLOPE 1/2" / FT'
ii-Ill-
-I I I =111
IIIIIIIIIII �° ° ° M
BACKFILL
I I I =I I I1 1 11 1 11 11 =1 11 =1 I I -1 11 =1 I I -1 11 =1 11 =1 11 =1 I I
-I 1 -I 1 -I 1 =1 I- III III III III III III III - 1
111= III III III =III- 1= III = III =1_11= III -- III = III -III
— III III — III =1I I —I I I�i IIIITIITI1
COMPACTED SUBGRADE
NOTES: 1) CONTRACTION JOINTS SHALL BE PLACED EVERY 20' MAX. TO
A DEPTH OF 1 1/2,
2.) FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT
EXPANSION JOINTS
3.) EXPANSION JOINTS TO BE PLACED ® 100' MINIMUM,
COMBINED CURB & GUTTER
(TYPE II)
NO SCALE
(SEE PLANS)
BUILDING
6x6 - 10/10 WELDED FACE
SLOPE 1/4" PER 1' -0" WIRE FABRIC a
TOOLED EDGE BROOM FINISH „�� EXPANSION JOINT ® BUILDING
FINISH GRADE ifl �---� FLOOR SLAB
f .
——— II - - - -—
=1 i i =1 I i _III .1 _I 11 =1 11 =1T =1 I I III- I I
-III 4" GRANULAR BACKFILL
1 6„
I I —=
III =1 TURN DOWN SLAB
6„ 1' -0" BELOW GRADE
ON OUTER SIDES
CONCRETE STOOP DETAIL
NO SCALE
NEENAH CASTING
REQ'D. OR EQUAL
4"
iwtui�
14"
18" OUTLET
I.E. SEE PLANS
PH: 317.299.7500
FX. 317.291.5805
DEPTH OF BEDDING
= — _ —
JOINTS SHALL BE CUT
z J
TO MATCH ANGLE OF SLAB
BELOW PIPE
�1I' =III �I 111MATERIAL
-
LEGEND
(TYP, OF BOTH)
7)
RADIUS OF 1/4 " AND FILLED
soa GAL. PRECAST CONC.
cn
78
D d) MIN.
NOTE; Bc
= OUTSIDE DIAMETER
GREASE TRAP ESTIMATED
27" & SMALLER 3"
ALL BEDDING AND INITIAL PACKFILL D =
INSIDE DIAMETER
TANK GREASE STORAGE
380 LBS. MANUFACTURED
3" SEPARATION
A F EOFUTANK
30" TO 60" 4"
SHALL BE INSTALLED IN 6
TO 12" BALANCED LIFTS d =
DEPTH OF BEDDING
BY BUSH CONCRETE PRODUCTS
#2 REBAR @ 2 O.C. (TYP.)
N
MATERIAL BELOW PIPE
INC. 3585 AIRLINE RD.
66" & LARGER 6"
A MINIMUM 9" CLEARANCE
'4
MUSKEGON, MICHIGAN
I.E. SEE PLANS
SHALL
THE PROVIDED
c°
TANK WIDTH 5' -2" (EXTERIOR)
�
I
(_0
SIDE OF NSTALLED PIPER
I
I_
1" TRAPPER
REINFORCED CONCRETE PIPE
(RCP)
V
Z
4
cn
TRENCH DETAIL
#3 REBAR CONT. (TYP.)
J
GREATER
THAN 5' FROM EDGE OF PAVEMENT)
@ 3' O.C.
Q
12" DIA.
OPENING
in
1 '3 112-
4'
1/4-
X1 /2 "R
(2) #4 BARS CONTINUOUS
EXISTING
GROUND
NOTES:
1.) CONTRACTION JOINTS SHALL BE PLACED EVERY 20' MAX. TO
A DEPTH OF 1 1/2-.
2.) FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT
EXPANSION JOINTS.
3,) EXPANSION JOINTS TO BE PLACED ® 100' MINIMUM,
6" STRAIGHT CURB
NO SCALE
„ 18"
�I I�
TOPSOIL 11 =III
I -I I I
N =111=111 I I SLOPE 1/2" / FT'
ii-Ill-
-I I I =111
IIIIIIIIIII �° ° ° M
BACKFILL
I I I =I I I1 1 11 1 11 11 =1 11 =1 I I -1 11 =1 I I -1 11 =1 11 =1 11 =1 I I
-I 1 -I 1 -I 1 =1 I- III III III III III III III - 1
111= III III III =III- 1= III = III =1_11= III -- III = III -III
— III III — III =1I I —I I I�i IIIITIITI1
COMPACTED SUBGRADE
NOTES: 1) CONTRACTION JOINTS SHALL BE PLACED EVERY 20' MAX. TO
A DEPTH OF 1 1/2,
2.) FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT
EXPANSION JOINTS
3.) EXPANSION JOINTS TO BE PLACED ® 100' MINIMUM,
COMBINED CURB & GUTTER
(TYPE II)
NO SCALE
(SEE PLANS)
BUILDING
6x6 - 10/10 WELDED FACE
SLOPE 1/4" PER 1' -0" WIRE FABRIC a
TOOLED EDGE BROOM FINISH „�� EXPANSION JOINT ® BUILDING
FINISH GRADE ifl �---� FLOOR SLAB
f .
——— II - - - -—
=1 i i =1 I i _III .1 _I 11 =1 11 =1T =1 I I III- I I
-III 4" GRANULAR BACKFILL
1 6„
I I —=
III =1 TURN DOWN SLAB
6„ 1' -0" BELOW GRADE
ON OUTER SIDES
CONCRETE STOOP DETAIL
NO SCALE
NEENAH CASTING
REQ'D. OR EQUAL
( OIL SEPARATOR DETAIL (800 GAL)
NO SCALE
NO SCALE
12" (MIN.)
12 1/2- a1,=::j�
N TYP
1 1/4" DIA,
ALUMINUM PIPE HANDRAIL (TYP,)
HANDRAIL
NO SCALE
HANDRAIL-
FLANGE
-4
QUICK SETTING CEMENT
CORE DRILLED
HOLE OR PRESET
SLEEVE
HANDRAIL MOUNTING
NO SCALE
6x6 - 10/10 WELDED
TOOLED CONTROL JOINT 1 /4" WIRE FABRIC
WIDE, MIN. 1" DEPTH
APPLIED ANTI - SPALLING BROOM FINISH
COMPOUND
4" GRANULAR BACKFILL - -
'I —lil
COMPACTED AND WELL -
DRAINED SUBGRADE
NOTES;
1.) CONTROL JOINTS 5' -0" O.C. MAX.
(SEE PLANS FOR ANY VARIATIONS)
2.) EXPANSION JOINTS 20' -0" O.C. MAX,
(SEE PLANS FOR ANY VARIATIONS)
CONCRETE WALK DETAIL
NO SCALE
r (n
Z
i
14"
5" #3 REBAR CONT. (TYP,)
PH: 317.299.7500
FX. 317.291.5805
SET CASTING IN MORTAR
Z
JOINTS SHALL BE CUT
z J
TO MATCH ANGLE OF SLAB
a
0
WITH A JOINTER HAVING A
(TYP, OF BOTH)
7)
RADIUS OF 1/4 " AND FILLED
12"
cn
78
z w
o
WITH JOINT FILLER.
CONCRETE PAVEMENT
5 `n
w
0 Of 0
PRECAST ADJUSTING
°
EXPANSION JOINT
0
RINGS SET IN MORTAR
#2 REBAR @ 2 O.C. (TYP.)
N
CONTROL JOINTS
°
j
18" INLET
'4
gUr
I.E. SEE PLANS
°
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CORE DRILLED
HOLE OR PRESET
SLEEVE
HANDRAIL MOUNTING
NO SCALE
6x6 - 10/10 WELDED
TOOLED CONTROL JOINT 1 /4" WIRE FABRIC
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APPLIED ANTI - SPALLING BROOM FINISH
COMPOUND
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COMPACTED AND WELL -
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NOTES;
1.) CONTROL JOINTS 5' -0" O.C. MAX.
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2.) EXPANSION JOINTS 20' -0" O.C. MAX,
(SEE PLANS FOR ANY VARIATIONS)
CONCRETE WALK DETAIL
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CONTRACTION JOINT
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TOOL BOTH SIDES OF APPLIED JOINT SEALER
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EXPANSION MATERIAL
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BOTTOM OF PAVEMENT
EXPANSION JOINT DETAIL
NO SCALE
GRADE AS PER
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1" 1 SURFACE
2" 1 BINDER
III III -- III „ '
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III —III _ 2 COMPACTED AGGREGATE #53
-I, 4” COMPACTED AGGREGATE #2
COMPACTED SUBGRADE
REGULAR DUTY
TYPICAL PAVEMENT SECTION
NO SCALE
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Duke
CONSTRUCTION
600 East 96th Street
Suite 100
Indianapolis IN 46240
Phone: 317 808 -6000
Fax: 317 808 -6797
WOOLPERT
7140 WALDEMAR DRIVE
INDIANAPOLIS, IN 46268
PH: 317.299.7500
FX. 317.291.5805
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Certified By:
Drawing Number:
C500
X
Of X Sheets
Duke Realty Job Number.
A/E Job Number:
65367