HomeMy WebLinkAbout06040025.11I
INLET
PIPE OUTLET
PIPE
SEE PLANS FOR
CASTING TYPE
ACCESSIBLE VAN PARKING SIGN TO NANOK MPEO
°n
V)
5;.
yAN PAPo(MG
MEET AMERICANS WITH DISABILITIES
30"
5,.
iE
ACT CRITERIA AND ALL STATE AND
EDGE OF PAVEMENT, CURB
GUTTER OR SIMILAR STRUCTURE
L
1 7 "
3 v
g
LOCAL CODES AT VAN SPACE
w
�
I- �
a
"U" TYPE FLANGED GALV. STEEL
a�
2 "
GRANULAR MATERIAL
w
= a
w
.064
INLET
PIPE OUTLET
PIPE
SEE PLANS FOR
CASTING TYPE
1n
CID
a w
Q �
PM—CONCRETE CLASS A"
6" #8 STONE BEDDING
NOTE; 5" CONC, PRECAST OR
POURED IN PLACE
INLET TYPE "E"
NO SCALE
�w
" (TYP.)
NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL.
SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND,
C(COLOR NO, 10
, (TYP.) SYMBOL SHALL STANDARDS
NDIANAACCESS LE
ACCESSIBILITY
O
CODE AND THE AMERICANS WITH DISABILITIES ACT CRITERIA.
DISABLED PAVEMENT SYMBOL
16 GAUGE BONDERIZED STEEL SIGN 12" SLUE
SCREEN PRINT SYMBOL WHITE
INTERNATIONAL SYMBOL OF ACCESSIBILITY
MEETING INDIANA ACCESSIBILITY CODE
AND THE AMERICANS WITH DISABILITIES
ACT CRITERIA 00
VERIFY LETTERING SIZE
AND STYLE WITH
LOCAL AUTHORITY MANacAaveO
PAPoONc ONLY
ACCESSIBLE VAN PARKING SIGN TO NANOK MPEO
DIMENSIONS
V)
BODY
yAN PAPo(MG
MEET AMERICANS WITH DISABILITIES
�_ II
I -II
F_ 0
iE
ACT CRITERIA AND ALL STATE AND
EDGE OF PAVEMENT, CURB
GUTTER OR SIMILAR STRUCTURE
L
1 7 "
3 v
g
LOCAL CODES AT VAN SPACE
w
�
I- �
a
"U" TYPE FLANGED GALV. STEEL
a�
2 "
GRANULAR MATERIAL
w
= a
w
.064
SIGN POST CENTERED IN 6" DIA.
11
Uj
24
36
STANDARD PROCTOR _m
�r
STEEL PIPE FILLED W/ CONC.
1_1
1n
CID
a w
Q �
PM—CONCRETE CLASS A"
6" #8 STONE BEDDING
NOTE; 5" CONC, PRECAST OR
POURED IN PLACE
INLET TYPE "E"
NO SCALE
�w
" (TYP.)
NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL.
SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND,
C(COLOR NO, 10
, (TYP.) SYMBOL SHALL STANDARDS
NDIANAACCESS LE
ACCESSIBILITY
O
CODE AND THE AMERICANS WITH DISABILITIES ACT CRITERIA.
DISABLED PAVEMENT SYMBOL
16 GAUGE BONDERIZED STEEL SIGN 12" SLUE
SCREEN PRINT SYMBOL WHITE
INTERNATIONAL SYMBOL OF ACCESSIBILITY
MEETING INDIANA ACCESSIBILITY CODE
AND THE AMERICANS WITH DISABILITIES
ACT CRITERIA 00
VERIFY LETTERING SIZE
AND STYLE WITH
LOCAL AUTHORITY MANacAaveO
PAPoONc ONLY
M
0)
co
0
t�
3
-a
a
� I
3 �
M
N
_y U
I
�� U
la-
CD
cq
r7 0
in
0 Ln CD
X 6-
cf� 7�
o
in CD
� N
0 0
Q)
o
In
0 CD
E cn
T
0 —0
z m U
a�
-0 -0 .0
>�
PAVEMENT SECTION
_E1: ; ° ;I�1_
_III °• '
=EII II III
4
h1 "° IIII I I o
=1? II 'ILII I
'T11_
#8 WASHED GRAVEL OR 1
APPROVED EQUIVALENT -
(INDOT STD. SPECS,) _ II
,cl! 3 illl t z
111III
PERFORATED
PIPE _li�l FII� 11 I IT,
1
SHAPED BOTTOM
4" 4"
MIN. MIN.
NOTE:
UNDERDRAIN TO 3E PLACED
0 0.5% SLOPE MINIMUM
PIPE UNDERDRAIN AT STRUCTURES
(TYPICAL INSTALLATIONS)
NO SCALE
GREATER THAN 5' IN. 6" TOPSOIL TO
/ ENSURE GRASS GROWTH
t" I . -- 111 =i t' =1 LH 1 i � 1:-
1. i -1 I _CT 1 -1 I I- k` I I-
1 =!ILII MIN. 1.25 Bc + 12 #�I'
-Ili - I1
EDGE OF PAVEMENT, CURB, EI_F IIC REGULAR
GUTTER OR SIMILAR STRUCTURE II II BACKFILL
IN THE PUBLIC RIGHT -OF -WAY
12" (MIN.)
#8 CRUSHED STONE OR
APPROVED EQUN, CLASS I � I�111
BEDDING MATERIAL HAND
TAMPED AND WALKED INTO =11r= �-
PLACE ! 1' 1 . I I I
I!I Bc
ILII'
4
7 IIill!IiII'�iC- Ii�I�Il�rlll -il
LEGEND
=1EE
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 & HDPE)
TRENCH DETAIL
(GREATER THAN 5' FROM EDGE OF PAVEMENT)
NO SCALE
5' OR LESS [MIN, b" TOPSOIL TO
ENSURE GRASS GROWTH
IF NOT UNDER PAVEMENT
ACCESSIBLE VAN PARKING SIGN TO NANOK MPEO
DIMENSIONS
SLOPE
APPROX,
BODY
yAN PAPo(MG
MEET AMERICANS WITH DISABILITIES
�_ II
I -II
F_ 0
iE
ACT CRITERIA AND ALL STATE AND
EDGE OF PAVEMENT, CURB
GUTTER OR SIMILAR STRUCTURE
L
1 7 "
3 v
n
LOCAL CODES AT VAN SPACE
.064
6
I- �
"B" BORROW OR EQUIV,
"U" TYPE FLANGED GALV. STEEL
30
2 "
GRANULAR MATERIAL
'n
= a
w
.064
SIGN POST CENTERED IN 6" DIA.
11
6
24
36
STANDARD PROCTOR _m
�r
STEEL PIPE FILLED W/ CONC.
1_1
.064
DENSITY
12
= z
i 1 -i
Illlf
42
2 7 "
1 PC,
28
20
Q
8
SLOPE CONC. 1" ABOVE &
6
1
48
2 z "
11 PC,
10
FINISH W/ STEEL TROWEL
b
41
`I
_
a
Bc
FINISH GRADE
d
45'
DEPTH OF BEDDING it _ -1 �1, I,1 =; r=n -:.1= 1-Ilc,
"�- "�T�
60"
O
o
45'
D d} MIN. NOTE: Bc =
OUTSIDE DIAMETER
27" &SMALLER 3" ALL BEDDING AND INITIAL PACKFILL D -
INSIDE DIAMETER
SHALL BE INSTALLED IN 6
N
1/2" EXP. JOINT WITH
DEPTH OF BEDDING
6., A MINIMUM 9" CLEARANCE
MATERIAL BELOW PIPE
66" & LARGER SHALL BE PROVIDED ON EACH
48"
SIDE OF THE INSTALLED PIPE
o
PREMOULDED JOINT FILLERI
(RCP)
TRENCH DETAIL
(WITHIN 5' FROM EDGE OF PAVEMENT)
J
NO SCALE
CD
W
cn
~
Z
-
.
EARTH
Li
Z
O
_<
�
CONCRETE FOOTING
Q
z
`,►
0)
0-
c:
#5 — 12" LONG
18"
EACH WAY
PARKING
SIGN
a�
DISABLED
NO SCALE
M
0)
co
0
t�
3
-a
a
� I
3 �
M
N
_y U
I
�� U
la-
CD
cq
r7 0
in
0 Ln CD
X 6-
cf� 7�
o
in CD
� N
0 0
Q)
o
In
0 CD
E cn
T
0 —0
z m U
a�
-0 -0 .0
>�
PAVEMENT SECTION
_E1: ; ° ;I�1_
_III °• '
=EII II III
4
h1 "° IIII I I o
=1? II 'ILII I
'T11_
#8 WASHED GRAVEL OR 1
APPROVED EQUIVALENT -
(INDOT STD. SPECS,) _ II
,cl! 3 illl t z
111III
PERFORATED
PIPE _li�l FII� 11 I IT,
1
SHAPED BOTTOM
4" 4"
MIN. MIN.
NOTE:
UNDERDRAIN TO 3E PLACED
0 0.5% SLOPE MINIMUM
PIPE UNDERDRAIN AT STRUCTURES
(TYPICAL INSTALLATIONS)
NO SCALE
GREATER THAN 5' IN. 6" TOPSOIL TO
/ ENSURE GRASS GROWTH
t" I . -- 111 =i t' =1 LH 1 i � 1:-
1. i -1 I _CT 1 -1 I I- k` I I-
1 =!ILII MIN. 1.25 Bc + 12 #�I'
-Ili - I1
EDGE OF PAVEMENT, CURB, EI_F IIC REGULAR
GUTTER OR SIMILAR STRUCTURE II II BACKFILL
IN THE PUBLIC RIGHT -OF -WAY
12" (MIN.)
#8 CRUSHED STONE OR
APPROVED EQUN, CLASS I � I�111
BEDDING MATERIAL HAND
TAMPED AND WALKED INTO =11r= �-
PLACE ! 1' 1 . I I I
I!I Bc
ILII'
4
7 IIill!IiII'�iC- Ii�I�Il�rlll -il
LEGEND
=1EE
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 & HDPE)
TRENCH DETAIL
(GREATER THAN 5' FROM EDGE OF PAVEMENT)
NO SCALE
5' OR LESS [MIN, b" TOPSOIL TO
ENSURE GRASS GROWTH
IF NOT UNDER PAVEMENT
GREATER THAN 5'
=11 III
_
EDGE OF PAVEMENT, CURB,
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
MIN, 6" TOPSOIL TO
ENSURE GRASS GROWTH
PIPE
PAY
LENGTH
L
ALVA IZED
STEEL
TOE PLA
•-;-'A ANCHOR
PLAN VIEW END VIEW
OpE 2 1 2
1
N
COMPUTED LENGTH AND END SECTION _
PAY LENGTH OF CULVERT LENGTH (L} Y
I ;
L SIDE VIEW
PdIMENSISHNS
DIMENSIONS
DIMENSIONS
SLOPE
APPROX,
BODY
IF flr=-1IEt11E=1II=11r-
�_ II
I -II
MIN, 1.251 Sc + 12"
IF
B
MAX,
EDGE OF PAVEMENT, CURB
GUTTER OR SIMILAR STRUCTURE
L
1 7 "
1r
CI
17
IN THE PUBLIC RIGHT -OF -WAY
.064
6
8
"B" BORROW OR EQUIV,
20
30
2 "
GRANULAR MATERIAL
21
15
.064
COMPACTED TO 95%
11
6
24
36
STANDARD PROCTOR _m
1 PC.
24
1_1
.064
DENSITY
12
6
i 1 -i
Illlf
42
2 7 "
1 PC,
28
20
.064
8
16
6
1
48
2 z "
11 PC,
10
13
b
41
`I
_
1 PC.
Bc
27 " -30"
d
45'
DEPTH OF BEDDING it _ -1 �1, I,1 =; r=n -:.1= 1-Ilc,
"�- "�T�
60"
LEGEND
MATERIAL BELOW PIPE
45'
D d} MIN. NOTE: Bc =
OUTSIDE DIAMETER
27" &SMALLER 3" ALL BEDDING AND INITIAL PACKFILL D -
INSIDE DIAMETER
SHALL BE INSTALLED IN 6
TO 90'
30" TO 60" 4" TO 12" BALANCED LIFTS d =
DEPTH OF BEDDING
6., A MINIMUM 9" CLEARANCE
MATERIAL BELOW PIPE
66" & LARGER SHALL BE PROVIDED ON EACH
48"
SIDE OF THE INSTALLED PIPE
TURNS UP TO
REINFORCED CONCRETE PIPE
(RCP)
TRENCH DETAIL
(WITHIN 5' FROM EDGE OF PAVEMENT)
J
NO SCALE
CD
GREATER THAN 5'
=11 III
_
EDGE OF PAVEMENT, CURB,
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
MIN, 6" TOPSOIL TO
ENSURE GRASS GROWTH
PIPE
PAY
LENGTH
L
ALVA IZED
STEEL
TOE PLA
•-;-'A ANCHOR
PLAN VIEW END VIEW
OpE 2 1 2
1
N
COMPUTED LENGTH AND END SECTION _
PAY LENGTH OF CULVERT LENGTH (L} Y
I ;
L SIDE VIEW
PdIMENSISHNS
DIMENSIONS
DIMENSIONS
SLOPE
APPROX,
BODY
SPAN
RISE
T
IN.
A
1 "t
B
MAX,
H
1 "t
L
1 7 "
W
2 "t
17
13
.064
6
8
6
20
30
2 "
1 PC.
21
15
.064
7 "
11
6
24
36
2 -7"
1 PC.
24
18
.064
8
12
6
28
42
2 7 "
1 PC,
28
20
.064
8
16
6
32
48
2 z "
11 PC,
INFORCED
GE
H
f
PIPE
T
DIMENSIONS
18" OUTLET
SLOPE
BODY
1
MAX.
1Hf
1 1 "f
2 f
DIA,
IN,
APPROX,
TO 90'
12
.064
6-21 "
6 2
6
21
24
2 2"
1 PC.
15
.064
7 7"
8
6
26
30
2 1"
1 PC.
18
.064
8
8
6
31
36
2 2"
1 PC.
21
.064
10
12
6
36
42
2 7 "
1 PC.
24
064
10
13
b
41
48
27 "
1 PC.
NOTES:
END SECTIONS AND TOE PLATE ANCHORS SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS AS
SET OUT N 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 PRICE 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 PLANS FOR PRECAST CONCRETE ADJUSTER RING
TYPE OF CASTING IF NEEDED, (4 MAX.)
ASPHALTIC MASTIC OR BUTYL ECCENTRIC CONE OR
RUBBER SEAL BETWEEN JOINTS 4" REDUCER CAP AS REQ'D.
BY SITE CONDITIONS
24" DIA. 1' -0" MIN, OVER
FULL HEIGHT MANHOLE HIGHEST PIPE
STEP REQUIRED
REDUCER CAP
IA. F
16
TILE "T" STUB WHERE REQ'D. (TYP.)
MIN. 4" DIA, SUBSURFACE o.c. 5"
(MN,)
5" CONC, PRECAST OR
POURED IN PLACE
PERMISSIBLE,
12"
A PREFORMED HOLE TO MAX, OF PIPE
12" + 6' WITH NON - SHRINK CEMENT GROUT
3" MIN,
3" MIN.
MANHOLE BASE SET BASE 8" PER SECTION (MIN,)
ON 6' OF #2 STONE '
BENCH WALLS AT MIN.
! GROUT 1/2" PER FOOT SLOPE
8" CLASS "A" CONCRETE REINFORCED BAR #4 ® 12" O.C.
STEEL MESH AREA = 0.12 in. /Ft.
OR APPROVED EQUAL
SOLT DOWN MANHOLE
FRAME WITH STUD BOLTS
MANHOLE
PIPE
PIPE TURNS
18" OUTLET
—
DIA. "F"
DIA,
LEGEND
I.E. SEE PLANS
800 GAL. PRECAST CONC-_""'
EDGE
g6"
48"
GREATER THAN
45'
TO 90'
9
54 -
UP TO 0'
f�
FLOOR SLAB
84"
42"
GREATER THAN
45'
TO 90'
84
48
TURNS UP TO
45'
72"
42 " -48"
UP TO 45'
5' -0" BETWEEN
Q
72"
33 " -36"
GREATER THAN
45'
TO 90'
60"
33 -36"
STRAIGHT THRU
W
0
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'
60"
33 " -36"
TURNS UP TO
45'
o
48"
12 " -21 "
GREATER THAN
45'
TO 90'
48"
12 " -21
TURNS UP TO
45'
Vn
48"
24"
TURNS UP TO
45'
MIN. 1.25 Bc -
.
1 ^IEi APPLY ASPHALT MASTIC --�
AROUND MANHOLE CASTING
REGULAR ADJUSTING RINGS AND
REGUL AR R GREASE TRAP TOP FOR
BACKFILL
WATERPROOFING
MANHOLE TYPE "B"
NO SCALE
STRUCTURAL SLAB BY
ARCH. TRADES CONTR.--\
i�
"B" BORROW OR EQUN.
GRANULAR MATERIAL - 1 Bc
COMPACTED TO 90% /6 3 "x10 LIQUID
STANDARD PROCTOR =iT '' VENT OPENING
DENSITY
,
IIIIE
(SEE PLANS)
18" OUTLET
—
DEPTH OF BEDDING
MATERIAL BELOW PIPE
III Bc III 4"
=i 1 -fir 1ilii - -,i
'�_ " " -' " - "� '` "' - "�"
LEGEND
I.E. SEE PLANS
800 GAL. PRECAST CONC-_""'
EDGE
D d MIN.
27" &SMALLER 3"
30" TO 60" 4"
66" &LARGER 6„
NOTE: Bc
ALL BEDDING AND INITIAL ACKFILL
13 D =
SHALL BE INSTALLED IN 6'
TO 12" BALANCED LIFTS d =
CLEARANCE
A MINIMUM 9" CL SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
= OUTSIDE DIAMETER
INSIDE DIAMETER
DEPTH OF BEDDING
MATERIAL BELOW PIPE
GREASE TRAP ESTIMATED
TANK GREASE STORAGE
380 LBS. MANUFACTURED
BY BUSH CONCRETE PRODUCTS
INC. 3585 AIRLINE RD,
MUSKEGON, MICHIGAN
TANK WIDTH 5' -2" (EXTERIOR)
3" SEPARATION
BAFFLE FULL
WIDTH OF TANK
I I- TRAPPER
�
FINISH GRADE
.)
f�
FLOOR SLAB
4'
Li
REINFORCED CONCRETE PIPE (RCP)
WITH JOINT FILLER. .� z
=1
TRENCH DETAIL
,! -11.1 � i ' I �
J III= 1 =1 1T1- _
1 I j I
4 " GRANULAR BACKFILL
12" DIA.
OPENING
io
} '3 1/2"
f 4'
NOTES:
MANHOLE CONFORMS TO ASTM C -478
NO BRICK OR BLOCK WILL BE ALLOWED
IN MANHOLE
0 -RING GASKET ASPHALTIC MASTIC
OR BUTYL RUBBER SEAL BETWEEN
MANHOLE JOINTS
SEWER R0 RIR4 D DEEP.
STORM
- E.J.I.W, 1122 CASTING WITH TYPE
A SOLID CASTING (TYP, OF BOTH)
(TYP.)
SET CASTING IN MORTAR
TO MATCH ANGLE OF SLAB
(TYP. OF BOTH)
PRECAST ADJUSTING
o RINGS SET IN MORTAR
N
3„ 18" INLET
LE, SEE PLANS
I
I
(GREATER THAN 5' FROM EDGE OF PAVEMENT) OIL SEPARATOR DETAIL (840 GAL)
NO SCALE
NO SCALE
(2) #4 BARS CONTINUOUS
XISTING
ROUND
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 0 100' MINIMUM.
8" STRAIGHT CURB
NO SCALE
If
TOPSOIL G 1 n <
� = E 11 I r�
IE
ZI
M� " ti
SLOPE 1/2" / FT'
N1i1 °• °
BACKRLL
il" II�IIi -I I= 1.1��11-11 ��„LI -Irll� `?Lr.l��lll
= 1I�IIi= 1�1II- IE�iL - -III -I =
IlEl,l ill�lil-�ITr �- rl_�IiIIiKIIIT�
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
" 16„
II -I
-11 f -11 TURN DOWN SLAB
1' -0" BELOW GRADE
ON OUTER SIDES
CONCRETE STOOP DETAIL
NO SCALE
NEENAH CASTING
REQ'D, OR EQUAL
14" 5" #3 REBAR CONT. (TYP.)
12"
a CONCRETE PAVEMENT
w
4 Q EXPANSION JOINT
> #2 REBAR @ 2' O.C. (TYP.)
n c
6" 8 STONE BEDDING
#3 REBAR CONT. (TYP.)
0 3' O.C.
TRENCH DRAIN DETAIL
NO SCALE
12" (MIN.)
,2 ,/2" a�
N
3'
TYP,
1 1/4- DIA,
ALUMINUM PIPE HANDRAIL (TYP.)
HANDRAIL
NO SCALE
HANDRAIL-
FLANGE --x
4"
(Mw.)
QUICK SETTING CEMENT- -7
CORE DRILLED
HOLE OR PRESET
SLEEVE
HANDRAIL MOUNTII
NO SCALE
6x6 - WIO WELDED
TOOLED CONTROL JOINT 1/4" WIRE F111G
WIDE, MIN. 1" DEPTH
APPLIED ANTI - SPALLING BRM FINISH
COMPOUND
4" GRANULAR BACKFILL� I LI 111 1=1 I I-i 1I I.-__. I 1 =11 I —H 1111
- I- %i__I!_ I11= III =11I III_
COMPACTED AND WELL -
DRAINED SUBGRADE
NOTES!
1.) CONTROL JON S 5' -0" O.C. MAX.
(SEE PLANS MANY VARIATIONS)
2,) EXPANSION JOS 20' -0" O.C. MAX.
(SEE PLANS FW ANY VARIATIONS)
CONCRETE WALK [FAIL
NO SCALE
cr
0
(SEE PLANS)
BUILDING
SLOPE i /4"
PER 1' -0"
6x6 - 10/10 WELDED
FACE
TOOLED
EDGE
FA
WIRE BRIC BROOM FINISH M
EXPANSION JOINT ® BUILDING
o
WITH A JOINTER HAVING A
O
FINISH GRADE
.)
f�
FLOOR SLAB
z
Li
w
o
WITH JOINT FILLER. .� z
=1
1=1 I -111
,! -11.1 � i ' I �
J III= 1 =1 1T1- _
1 I j I
4 " GRANULAR BACKFILL
" 16„
II -I
-11 f -11 TURN DOWN SLAB
1' -0" BELOW GRADE
ON OUTER SIDES
CONCRETE STOOP DETAIL
NO SCALE
NEENAH CASTING
REQ'D, OR EQUAL
14" 5" #3 REBAR CONT. (TYP.)
12"
a CONCRETE PAVEMENT
w
4 Q EXPANSION JOINT
> #2 REBAR @ 2' O.C. (TYP.)
n c
6" 8 STONE BEDDING
#3 REBAR CONT. (TYP.)
0 3' O.C.
TRENCH DRAIN DETAIL
NO SCALE
12" (MIN.)
,2 ,/2" a�
N
3'
TYP,
1 1/4- DIA,
ALUMINUM PIPE HANDRAIL (TYP.)
HANDRAIL
NO SCALE
HANDRAIL-
FLANGE --x
4"
(Mw.)
QUICK SETTING CEMENT- -7
CORE DRILLED
HOLE OR PRESET
SLEEVE
HANDRAIL MOUNTII
NO SCALE
6x6 - WIO WELDED
TOOLED CONTROL JOINT 1/4" WIRE F111G
WIDE, MIN. 1" DEPTH
APPLIED ANTI - SPALLING BRM FINISH
COMPOUND
4" GRANULAR BACKFILL� I LI 111 1=1 I I-i 1I I.-__. I 1 =11 I —H 1111
- I- %i__I!_ I11= III =11I III_
COMPACTED AND WELL -
DRAINED SUBGRADE
NOTES!
1.) CONTROL JON S 5' -0" O.C. MAX.
(SEE PLANS MANY VARIATIONS)
2,) EXPANSION JOS 20' -0" O.C. MAX.
(SEE PLANS FW ANY VARIATIONS)
CONCRETE WALK [FAIL
NO SCALE
cr
0
NOTE: w
w J
g
z
JOINTS SHALL BE CUT -
w
o
WITH A JOINTER HAVING A
O
o_
.)
RADIUS OF 1 /4" AND FILL£; '1
z
Li
w
o
WITH JOINT FILLER. .� z
o
N
w
~
z
(n
ov
5' -0" BETWEEN
Q
N
�
Q
CONTROL JOINTS iv
o
OC
CL
(n
W
0
CONCRETE WALK ONION
NO SCALE
1/4 " tom SAWED
FLUSH WITH SURFACE OR TOOLED JOgMiTH JOINT SEALER
CONCR13E SLAB
CONTRACTION JOI
NO SCALE
TOOL BOTH SIDES OF APPLIED JOINT SKFR
EXPANSION JOINT 1/2" PREFORl1
EXPANSION K461ML
01 1
n ° a w
n
EXPANSION JOINT TO CONCRIEESLAB
BOTTOM OF PAVEMENT
EXPANSION JOINT DEVIL
NO SCALE
GRADE AS PER
PLANS
-- I" W_ SURFACE
2' HJC BINDER
III —i I -111 1 I ? =I l; —I 1 1:-_ „
—III 2 CMACTED AGGREGATE #53
J_� J 1 is -1 I i _1 I
l i 4" C0111111ICTED AGGREGATE #2
COMPACTED MOGRADE
REGULAR DUTY
TYPICAL PAVEMENT SECTIDN
NO SCALE
�i
c
2
m
rY
DukeCONSTRUCTION
600 East 96th Street
Suite 1 DO
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
r J
gal 1V w Q 7
•w V V Y
oQ
I Certified $y
Drawing Number.
C500
X Of X Sheets
Duke Realty Job Number:
A/E Job Number:
55367
W
C�
CC
O
V
Lp
z
(n
A
Q
j
Q
o
OC
CL
(n
W
0
0
z
0
Q
Q
z
a
c
o
�
�
Lij
LLj
Vn
Q
J
=
CD
W
cn
~
Z
cn
Li
Z
O
_<
�
Q
z
`,►
I Certified $y
Drawing Number.
C500
X Of X Sheets
Duke Realty Job Number:
A/E Job Number:
55367