HomeMy WebLinkAbout2-96.13T)
yr
�TT
t»
a�
I1...
Tn
cv
cn
IT
CC
rn
T.C. ELEVATION Go
AT THIS POINT
4.5"
4.5"
. d. A
a. • °
0000 00 000.00 p 00 , 00 oeo
0 0 0 0 000#0 0 e 00
0 00 00 SUBGRADE
p 0 00 0 0 0 � 0 0 0 0 0, D o o O 0 0 AGGREGATE
o O 0 0 p 0 P 0 0 0 0 0 0 0 DEPTH VARIES
0 0 °p 0 °p 0
00 00 00 00 00 oe
6 0 0 0 0 Poe
oeo, 0000 0 0 0
O 00 0 0 00 0 0
.0.0• 00 °0° °p 0
0 O 0 0
p 0 D 0 D 0
0 0000 00 00 0000
O O O O
0 De D0 0 D
NOTES:
EXPANSION JOINTS ARE REQUIRED AT STORM INLETS.
CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' SPACINGS.
SPACING SHALL BE 5' ON CURVE RADII.
CONTRACTION JOINTS SHALL BE TOOLED OR. SAWN IN
CONTINUOUSLY POURED CURBS TO A DEPTH OF 1/2" MIN.
VALLEY GUTTER DETAIL
NOT -TO -SCALE
RECOMENDED
HAMILTON COUNTY (NC,INEER DAI(
APPROVED' ______ —__ 'S/' 6- -93
HAMILTON COUNTY OKtECTOR DATE
100'
TOP OF CURB
• v + .: i�
4.
PAVEMENT BOTTOM OF CURB
-7 TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS
* * * ** WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION
AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME
LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER
SHOULD BE TIED TO THE PAVEMENT BY 1/2' ROUND DEFORMED BARS
AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING
BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS
SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT
INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD
BE INSTALLED AT 20 FOOT SPACING.
CURB JOINT DETAIL
' -0" 4'
r low
ToIONARr KBia1,IO 84ALL ME OM
N AODORDAMZ KK11 111DIION SM
OF LDAA SPEN-IGAIM No
1119 1111IM MINT- r-WAY.
NOTE:
1) THE MAX. SLOPE ( -- - ) OF RAMPS IS 1:12
2) ALL RAMP SURFACES TO HAVE DETECTIBLE WARNING
SURFACE THAT COMPLIES WITH A.D.A. REQUIREMENTS.
3) HOME BUILDER'S CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF THE A.D.A. RAMP WITH TACTILE SURFACE.
(NO RAISED DOMES NOR PAINT)
5' -0" _I 2' -0"
TYPICAL HANDI- CAPPED
RAMP AT CORNER
NOT -TO -SCALE
R/W
-0"
TYPICAL STREET CROSS - SECTION
Ia>- TO -scALc
_.. 1. Of HAC SWAM 1• Of HAC SWAM
r p If Lot HAA x106! r wt HAG loilt
lWiAMIAX-Aof Vii ; r PAC atalE ME :. �' :* .,• r wt H.AC WA m ao
OAAX r ,.
aHPACILO KURAIK aaPAmm aA1aA11E
H.C.R.S. TYPE I PAVEMENT COMPOSITIONS
HOT -10 -OCHE
3" TO 4" (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS:
S is for Storm Sewer
SS is for Sanitary Sewer
D is for Subsurface or Base Drain
C Is for Conduit
G is for Gas
W Is for Water
� wnu
NOTES:
1. CURB TO BE STAMPED AT ALL LOCATIONS WHERE ANY OF THE ABOVE CROSS UNDER A CURB.
2. LETTER TO BE STAMPLED PRIOR TO CONCRETE SETTING UP, WHENEVER POSSIBLE.
3. STAMP TO BE A MINIMUM OF 1/2 INCH (10mm) DEEP.
CURB STAMP
NOT -TO -SCALE
RECOMMENDED �— -� �` z -zz -iL
HAMILTON COUNTY ENGINEER DATE
APPROVED
FTAMILTON-COUNTY DIRECTOR DA
*mL- t— i- `/ rT
RECOMENOED:
HAULTOH COUNTY DONEER OATS
APPROVED: `a 3
HAUL CH CO'UHTY ORECTOR DATE
2' -0"
am r amo,
rvz I
NOTE 0.10 - 0.15 GAL/SQ. YD. OF TYPE AE -T
ASPHALT EMULSION TO BE APPLIED
BEI11116EM EACH LAYER OF enimmous
MATERIAL STONE AND FACE OF CURBS.
TACK COAT (PER 194A SPEC"&)
' -(- - ONPAC® fBIIIRADE
LIMITS OF FULL DEPTH GRANULAR BACKFILL
SHOULDER, TOPSOIL, SEED
OR SOD, AS REWIRED TO
MATCH EXISTING GRANULAR PAVEMENT WIDTH VARIABLE
W BACKFILL
AA
r ..
SHOULDER SECTION CURB SECTION
rAVLMrJ
4' -0" 1'-
r TOPML
W SIDEWALK, TOPSOIL, SEED
� OR SOD, AS REQUIRED TO
GRANULAR 3 MATCH EXISTING
BACKFILL
0
TH OR SIDEWALK SURFACE
24"
CONC
CURB
/ P SUBGRADE
p AGGREGATE
p DEPTH VARIES
/ a 0 %0 0
\ O C� C C� O 0
6' 0
0 0 ♦ e •
0
0 0 0 �:
o • 00 a 00
0 0 I
/8 WASHED GRAVEL O o 0 0° a°
OR CLASS "A' OF 0 00
WASHED STONE o s C O p o
6' (MIN.) 00 0 0 00 0 0
SSD MAIN 0 00 °o
o ° 0 -
p• +• 0o v
d PIPE DIAMETER
MIN. 6" SUB SURFACE DR 3" 3"
MIN12" MIN.MIN, f
NOTES 18" MAX.
INSTALLATION OF UNDERDRAIN SHALL CONFORM TO SECTION 718 OF THE
INDIANA DEPARTMENT OF TRANSPORTATION STANDARDS SPECIFICATIONS.
UNDERDRAINS SHALL NOT BE INSTALLED UNTIL FINAL, GRADING & COMPACTION
ON SUBGRADE.
ANY CONTAMINATION OF UNDERDRAIN BACKFILL SHALL BE REMOVED PRIOR
TO INSTALLATION OF AGGREGATE BASE.
UNDERDRAINS SHALL NOT BE INSTALLED UNTIL UTILITIES LOCATED BENEATH
THE UNDERDRAINS ARE IN PLACE. (I.E. WATERMAINS, STORM SEWERS,
SANITARY SEWERS, ETC.)
PIPE UNDERDRAIN
NOT TO SCALE
7122.
Tn
z
O_
5
w
[t:
d
CL
CL
"ittu 1 u 11811,111,
<
0 _ co
Z R =
F- m m W
,O��rAAAnn „1 1111TT�TP J Q Z < O
I-2�i� O o�
RECOMENDED: .. - 4- S= 93
HAMILTON COUNTY ENGINEER DATE
APPROVED:
HAMLTON CONTY DIRECTOR DATE
3 LBS./FT. GREEN PAINTED OR
GALVANIZED CHANNEL SIGN POST
PER STANDARD SPECS. SEC- 909.14(x)
0 3” DIAMETER �—
RED REFLECTOR
O O
0 0 y /
O 0
0
/
1111"
DRIVEN OR SET IN
COMPACTED BACKFILL
'YMMETRICALLY ON AN 18 -INCH
PLACED AT EACH LOCATION.
i r WIDTH OF THE ROAD.
MARKERS
REVISED 03 -09 -95
����� r�r�'�.•,�,_y�_ �
STANDARD PLAN
#tvi S
-4
187
0)
0
cV
w
LL-
i-
0'
W
0
4.5"
CV `E
� a
In z
�
I -
13
W
>.
li
00 d
24"
L1
z X24
V)
12 1/2
.n
11
j
0
X
19
z
<
;0
4
1" u
16 1/8
13
4
7pp
3" SOIL
-
2516
11/16
I
C7
4 1/2
c0
28
V
L
LL1
I
00
r`
14 1/24
Ld
I
` 0
Z
0
O
O A _
A
_
cG
COMPACTED
z
W
34
23 3/4
CD
17 1/25
1
oO.O C
o 0 �o
BACKFILL
C30
0.0 O O O'p O�0
20
SUBGRADE
� �
OU O
a
0 0 W
C1 o.0 o o.�
z
°z_
WITH VARIES
22
00.0
oe 0e
134
49
6" _ , 3"
•
00000 c p;o o O �o
5 3
4
55
•c0 •00 •00
CONCRETE
ROLL CURB & GUTTER
(TYPE 1)
(D.O.T. STANDARD PLAN 12 -01)
36 3/4
NOT -TO -SCALE
6 3
RECOMENOED:
HAULTOH COUNTY DONEER OATS
APPROVED: `a 3
HAUL CH CO'UHTY ORECTOR DATE
2' -0"
am r amo,
rvz I
NOTE 0.10 - 0.15 GAL/SQ. YD. OF TYPE AE -T
ASPHALT EMULSION TO BE APPLIED
BEI11116EM EACH LAYER OF enimmous
MATERIAL STONE AND FACE OF CURBS.
TACK COAT (PER 194A SPEC"&)
' -(- - ONPAC® fBIIIRADE
LIMITS OF FULL DEPTH GRANULAR BACKFILL
SHOULDER, TOPSOIL, SEED
OR SOD, AS REWIRED TO
MATCH EXISTING GRANULAR PAVEMENT WIDTH VARIABLE
W BACKFILL
AA
r ..
SHOULDER SECTION CURB SECTION
rAVLMrJ
4' -0" 1'-
r TOPML
W SIDEWALK, TOPSOIL, SEED
� OR SOD, AS REQUIRED TO
GRANULAR 3 MATCH EXISTING
BACKFILL
0
TH OR SIDEWALK SURFACE
24"
CONC
CURB
/ P SUBGRADE
p AGGREGATE
p DEPTH VARIES
/ a 0 %0 0
\ O C� C C� O 0
6' 0
0 0 ♦ e •
0
0 0 0 �:
o • 00 a 00
0 0 I
/8 WASHED GRAVEL O o 0 0° a°
OR CLASS "A' OF 0 00
WASHED STONE o s C O p o
6' (MIN.) 00 0 0 00 0 0
SSD MAIN 0 00 °o
o ° 0 -
p• +• 0o v
d PIPE DIAMETER
MIN. 6" SUB SURFACE DR 3" 3"
MIN12" MIN.MIN, f
NOTES 18" MAX.
INSTALLATION OF UNDERDRAIN SHALL CONFORM TO SECTION 718 OF THE
INDIANA DEPARTMENT OF TRANSPORTATION STANDARDS SPECIFICATIONS.
UNDERDRAINS SHALL NOT BE INSTALLED UNTIL FINAL, GRADING & COMPACTION
ON SUBGRADE.
ANY CONTAMINATION OF UNDERDRAIN BACKFILL SHALL BE REMOVED PRIOR
TO INSTALLATION OF AGGREGATE BASE.
UNDERDRAINS SHALL NOT BE INSTALLED UNTIL UTILITIES LOCATED BENEATH
THE UNDERDRAINS ARE IN PLACE. (I.E. WATERMAINS, STORM SEWERS,
SANITARY SEWERS, ETC.)
PIPE UNDERDRAIN
NOT TO SCALE
7122.
Tn
z
O_
5
w
[t:
d
CL
CL
"ittu 1 u 11811,111,
<
0 _ co
Z R =
F- m m W
,O��rAAAnn „1 1111TT�TP J Q Z < O
I-2�i� O o�
RECOMENDED: .. - 4- S= 93
HAMILTON COUNTY ENGINEER DATE
APPROVED:
HAMLTON CONTY DIRECTOR DATE
3 LBS./FT. GREEN PAINTED OR
GALVANIZED CHANNEL SIGN POST
PER STANDARD SPECS. SEC- 909.14(x)
0 3” DIAMETER �—
RED REFLECTOR
O O
0 0 y /
O 0
0
/
1111"
DRIVEN OR SET IN
COMPACTED BACKFILL
'YMMETRICALLY ON AN 18 -INCH
PLACED AT EACH LOCATION.
i r WIDTH OF THE ROAD.
MARKERS
REVISED 03 -09 -95
����� r�r�'�.•,�,_y�_ �
STANDARD PLAN
#tvi S
-4
187
0)
0
cV
w
LL-
i-
0'
W
0
FLARE Liac IgrCR rC.R-
INCH PER SIDE.
B -B HORIZONTAL FLARE
NOT -TO -SCALE
D
fr � °r# � a-r^ 1 ,*.� * •� � r �. x�' ssa. b��� , h -. �T� %S`= ��"` �� � r� ,z'Pv- -t "i"
ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED
. �. r�5- . s x�� � s r# •-& �`-.� �k *� k ^xz*` F+tc zt* �., �`• •M �s« r"' y- � � b � s �'��' �,�,.r..
WITH GRANULAR MATERIAL WHERE A CUT EITHER TRANSVERSES OR PARALLELS fy r +{��
THE ROAD SURFACE. GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION k ' f t s ( tro `¢ s��
OF THE CUT. THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT -OF WAY. g x 3� iTt` * °,m�� 1 •A•
>,+ -n. fie. zx.. -Y r°7"."` °"•SXx'•±"`ts ''a`�;'�sd)*;.
W
MATERIAL PLACEMENT AND COMPACTION SHALL CONFORM TOx
GENERAL ORDINANCE NO. 24 1985, SECTION 28-328
3" TOPSOIL, SEED OR SOD AS REWIRED
�TO MATCH EXISTING
.� 'EXISTING GRADE
COMPACTED EARTH BACKFILL
(< USING MECHANICAL COMPACTION
/r t/ EQUIPMENT
J J
STANDARD FULL DEPTH GRANULAR
BACKFILL DETAILS
STANDARD PLAN 92 -01 & 92 -02
NOT -TO -SCALE
'8'
�
O
CV `E
� a
In z
�
I -
13
W
>.
li
00 d
9
L1
z X24
V)
12 1/2
11
j
0
X
19
z
<
12
4
J
16 1/8
13
4
}` 48
2516
11/16
I
C7
4 1/2
c0
28
V
L
LL1
I
00
r`
14 1/24
Ld
I
` 0
Z
0
O
r^
V
00
z
W
34
23 3/4
CD
17 1/25
1
Z
Mkt ����'��72
37
24 1
16
20
J
V)
� �
OU O
a
78
Z
O
U
z
°z_
FLARE Liac IgrCR rC.R-
INCH PER SIDE.
B -B HORIZONTAL FLARE
NOT -TO -SCALE
D
fr � °r# � a-r^ 1 ,*.� * •� � r �. x�' ssa. b��� , h -. �T� %S`= ��"` �� � r� ,z'Pv- -t "i"
ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED
. �. r�5- . s x�� � s r# •-& �`-.� �k *� k ^xz*` F+tc zt* �., �`• •M �s« r"' y- � � b � s �'��' �,�,.r..
WITH GRANULAR MATERIAL WHERE A CUT EITHER TRANSVERSES OR PARALLELS fy r +{��
THE ROAD SURFACE. GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION k ' f t s ( tro `¢ s��
OF THE CUT. THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT -OF WAY. g x 3� iTt` * °,m�� 1 •A•
>,+ -n. fie. zx.. -Y r°7"."` °"•SXx'•±"`ts ''a`�;'�sd)*;.
W
MATERIAL PLACEMENT AND COMPACTION SHALL CONFORM TOx
GENERAL ORDINANCE NO. 24 1985, SECTION 28-328
3" TOPSOIL, SEED OR SOD AS REWIRED
�TO MATCH EXISTING
.� 'EXISTING GRADE
COMPACTED EARTH BACKFILL
(< USING MECHANICAL COMPACTION
/r t/ EQUIPMENT
J J
STANDARD FULL DEPTH GRANULAR
BACKFILL DETAILS
STANDARD PLAN 92 -01 & 92 -02
NOT -TO -SCALE
'8'
ANCE WITH
i�
a
W
U
Q
UJ J
J �
Q Z
O
W~
O 3:77
U @O
� wU
Ld
J
V)
Z J
O j
w
z
SHEET NO.
13
OF 13 SHEETS
" NO.19584A
Q
z
Q
C�
Z
J
w
tY
Q
U
DIA. +1
R -1
R -2
SKIRT
13
10 1/16
9
3 1/2
z X24
16
12 1/2
11
3 1/2
�1 30
X36
19
15 1/2
12
4
22
16 1/8
13
4
}` 48
2516
11/16
14
4 1/2
�54
28
17 3/4
14 1/24
1
T2
` 0
31
18 5/16
15
5
34
23 3/4
17 1/25
1
2
Mkt ����'��72
37
24 1
16
20
5 1
2
78
43
27 1/4
22
L_1
2
134
49
28 1/8
22
5 3
4
55
32 7/8
24
6 1/4
f190
61
36 3/4
24
6 3
4
67
35 11
16
24
7 1
4
02
08
73
38 5/8
24
7 3
4
14
79
41 15/16
24
8 1
2
�?20
85
44 13/161
24
9
ANCE WITH
i�
a
W
U
Q
UJ J
J �
Q Z
O
W~
O 3:77
U @O
� wU
Ld
J
V)
Z J
O j
w
z
SHEET NO.
13
OF 13 SHEETS
" NO.19584A
Q
z
Q
C�
Z
J
w
tY
Q
U