HomeMy WebLinkAbout03110012 VOWC Sec. 10003, Construction Plans pg. 246" MIN.
24"
�F
1" LIP
6" t8•
p
l YY.
p•
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c
SPEED
LIMIT
2 5
3" TOP SOIL r G�
i �C.1L (l .11'. i l�fl
SUITABLE BACKF1LL C
If
COMPACTED IN 4 UFTS Q
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=IL -y
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1 3/4
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00�o0 o0 00
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Inlets.
IV spacings.
in
1/2" min.
GUTTER (TYPE
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
COMBINED
REVISED:
STANDARD PLAN
3
RECOMENDED:
9.3
DA
r 6 -9 3
C Iwn
APPROVED:
HAULM COW OitE
6" MIN.
24"
�F
1" LIP
6" t8•
p
l YY.
p•
O
c
SPEED
LIMIT
2 5
3" TOP SOIL r G�
i �C.1L (l .11'. i l�fl
SUITABLE BACKF1LL C
If
COMPACTED IN 4 UFTS Q
"1i
1 -I
=IL -y
I R
1 3/4
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.0 O O O
0 o0 00 00 o C
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00�o0 o0 00
0 0 0 0
Inlets.
IV spacings.
in
1/2" min.
GUTTER (TYPE
NO SCALE
11)
COMBINED
NOTES:
Expansion joints
Contraction joints
Spacing shall
Contraction joints
continuously
CONCRETE
ore required of Storm
should be installed at
be 5' on curve radii.
shall be tooled or sawn
poured curls to a depth of
CURB
HAMILTON COUNTY HIGHWAY DEPARTMENT
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED:
I I=
STANDARD PLAN
n
RECOfriENDED• alE
w utrow mown
•s� -d= 9_?
APPROVED:
WANTON n MEC= aATE
Jr
EARTH
OR DEWALK SURFACE
24_
CONC. CURB
AGGREGATE
DRAIN
base.
p
l YY.
p•
O
c
SPEED
LIMIT
2 5
0 0
0 C
0
O
C
O
0
SUBGRADE
DEPTH VARIES
18 wASHEO awe
OR CLASS •A'
WASHED STONE
NOTES:
Installation d underdr°ir shah
Standard Specifications.
Underdrafns shall not be installed
My contamination of underdroin
Underdrakns shat not be installed
(Le wateaans. storm sewers•
SUBGRADEAGGREGATE
DEPTHVARIES
•o :o
1
e'
f���
to
final
shall
utilities
0
o
e
o •p
e
e
o
e
•o
o o
o
•:0
o
•o
•D o %11
,o
•s'•0.A. r
s e
0•D•0�
•o o
a.
''...o o
conform
until
backfil
untl
sanitary
PIPE
o,s
o
o
e
d PIPE
YN. 6
Department
is completed
to installation
uridrdrains
DIAMETER
SUB SURFACE
Of Tranpartatian
on subgrade.
of aggregate
are in ploce.
3
MIN
12" IAN.
3
1W
18' MAX.
section 716 of the *Iona
gradswj and compaction
be removed prior
located beneath the
sewers. eat)
UNDERDRAIN
No SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED
DAIS
wiIKAN n ry NOW
REVISED:
STANDARD PLAN
C
J 2
RECOMENDED:
Z� EC ta k S 9
APPROVED: VCS* -x
4--r-93
STANDARD PLAN
P- 1
REVISED'
HM Taw 07.1NIY DICKER DATE
APPROVED: -1
-6 -R4
i hhAhnTah
RAU1AN cower ENGINEER DATE
o
STOP Sign (R1 -1) YIELD Sign (R1 -2)
8' 24'
STOP
YIELD
R1 -1 R1 -2
30•x30' 30' x 30' x 30
SPEED UNIT Signs (R2 -1)
STREET NAME
SIGN N.E• CORNER)
ALL WAY
SPEED
LIMIT
2 5
24R2-1 x 30"
18" R1-4 x 6'
4-WAY
SUBGRADEAGGREGATE
DEPTHVARIES
R1 -3
12' x 6"
NOTES:
1.) Signs shot be single load with Engineering Grade reLkctorized sheeting on am'
thick alumiwun sheet moterid per HOOT Standard Specifications 912.10
2.) Posts shall be I1 long. 3 lb /ft green painted or galvanized nand sign. post
per 11400T Standard Specification 909.14.
1) Al sign sizes, shapes, colors and material shall most the Indiana Yawl on
Uniform Traffic Control Devices.
TYPICAL SUBDIVISION REGULATORY SIGNS
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
TYPICAL
REVISED'
V
to
LOCAL
4 -5=55
STANDARD PLAN
S-1
wAwntaw muwn tliawEES MATE
(3c Y-6-- 9
APPROVED am:;;
TWA.TCOI COUNTY INFECTOR OM
3NI1 1.143113SV3
8' 24'
YIN. 6'x24 %0.100 AIUMINIAA
Z
l'• v
6 18
STREET NAME
SIGN N.E• CORNER)
3'
NTH DOUBLE FACED MEIN
REFLECTORIZED ENGINEER GRADE
BAO(GROUND PER STANDARD SPECS.
SEC. 912.10 A1W 4' MITE
REFLECTORIZED ENGINEER GRADE LETTERS.
Nil
ADAPTER 1
ASSEMBLY
(SEE BELOW)
SUBGRADEAGGREGATE
DEPTHVARIES
0
ADAPTER
TYPICAL
ASSEMBLY
V
to
LOCAL
3 t.BS/FT. GREEN PAINTED OR GALVANIZED
CHANNEL SIGN POST PER STANDARD SPECS
SEC. 909.14(o)
joints ore requires at Storm Inlets.
joints should be installed at 10' spacings
shall be 5 an curve rod.
joints shot be tooled or sawn in
poured curbs to a depth of I/2" min.
COMBINED CURB GUTTER
REVERSED SLOPE GUTTER
NO SCALE
1111
OR SET W 111
COMPACTED BACKFNL 1
1
1 11
lo
0
n
Pip
3Nf1 iN3n3SV3
1111
1111.
NOTES:
1.) Streets shill be so indicated on the left hand side of the sign with dud line
1 L/2' block letters on yellow relectorized bockg•ound preceding the street name.
2.) One sign assembly *boll be located at each intersection on the northeast corner when possible.
3.) Stop signs shat not be installed on the street name sign posts.
SUBDIVISION STREET NAME SIGNS
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
APPROVED 1/-6
REVISED
DAIS
wiIKAN n ry NOW
REC01h4ENDED• 1. ter-- �3
STANDARD PLAN
C
J 2
HARM c MTY MINED oATE
Z� EC ta k S 9
APPROVED: VCS* -x
MILTON
3NI1 1.143113SV3
8' 24'
J
h Q
3. W
=U r' Q
a).: r 'n
C O Y Y o
I .5 Z
!R a s1' y°° 5 En
Y 9
N _4s s i s O
21 i i 3
o i s t 8
bb win Q
,..2.5
9 a 1 T Q
b 5gd 4?: S ti 1 3f O
411 i a' ,ITS a 2
1 I I1
v o E
Z
l'• v
6 18
STREET NAME
SIGN N.E• CORNER)
3'
3• TOP SOS
:r
'Q'''
ur• 1•j•
i...
I
4
•II'•
Nil
OF CURB
Y
be
staff
will
SUBGRADEAGGREGATE
DEPTHVARIES
-g. 1 n 5 5 n Q
O "Z
sal 1°1 lz3 1 t Y O
i b 1 g 1 g 1, 5 1-=
n xs a
o o
°O 0
•o o
O
o O .o 0 •o" .0 0.O
0•0 0 o O c
o e 0•o o•0 0•o 0
0 0 0 0 0 c,
TYPICAL
tl= 2 S c.�
ij.ij fl 1 1 O
V
to
LOCAL
NOTES:
Expansion
Contraction
Spacing
Controction
continuously
WITH
joints ore requires at Storm Inlets.
joints should be installed at 10' spacings
shall be 5 an curve rod.
joints shot be tooled or sawn in
poured curbs to a depth of I/2" min.
COMBINED CURB GUTTER
REVERSED SLOPE GUTTER
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
w
1 1 V .8 yj 2
•R I
REVISED:
Pip
3Nf1 iN3n3SV3
5 -93
RECONENDED: -'r M
STANDARD PLAN
C -5
nom acme ws[
APPROVED 1/-6
V nnAlnMw n oseECmh GATE
3NI1 1.143113SV3
(S3RIVA HLd3O)
1t34t3S A2IYLtM
a
i g
W
J
h Q
3. W
=U r' Q
a).: r 'n
C O Y Y o
I .5 Z
!R a s1' y°° 5 En
Y 9
N _4s s i s O
21 i i 3
o i s t 8
bb win Q
,..2.5
9 a 1 T Q
b 5gd 4?: S ti 1 3f O
411 i a' ,ITS a 2
1 I I1
v o E
Z
l'• v
STREET NAME
SIGN N.E• CORNER)
3'
MINIMUM
1 EASEMENT
FROM
SIDEWALK
Nil
I.
1
l
OF CURB
Y
be
staff
will
I
-g. 1 n 5 5 n Q
O "Z
sal 1°1 lz3 1 t Y O
i b 1 g 1 g 1, 5 1-=
n xs a
j
&J
i
44
1.
when rood
are allowed
in the
variance during
LOCATIONS
17,
width (b -b
to be Located
utility easements.
the permit
r
curbs)
process
ON
tl= 2 S c.�
ij.ij fl 1 1 O
V
to
LOCAL
OF CURB
30' -0'.
cross rood.
NO
ROAD
SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
w
1 1 V .8 yj 2
•R I
s'
x 11 'r r E 3
Y 6 a- •l O
k 0_ 8 5 p O II s. Ix r. 1 J
Pip
3Nf1 iN3n3SV3
HAMILTON COUNTY HIGHWAY DEPARTMENT
STANDARD PLAN
U-2
REVISED:
RECOIw1ENDED• g-•� a�� �-r 13
STANDARD PLAN
U- 4
DAIS
wiIKAN n ry NOW
c
APPROVED J"'-- serc Y 9.?
DA-s
KAlnrow mwn wool 1E
TYPICAL
UTILITY 25' RJW Q 25 R/W 0 UTIUTY
EASEMENT
IiINIIAiM FROM
S
A-
STREET NAME
SIGN N.E• CORNER)
3'
MINIMUM
1 EASEMENT
FROM
SIDEWALK
F.-
i
W
5
u
NOTES
1)
2.)
3.)
BACK
R/W shall
Only gos
M others
Deviotions
UTILITY
OF CURB
Y
be
staff
will
m
increased
water
be
require
utilities
located
a
j
&J
i
44
1.
when rood
are allowed
in the
variance during
LOCATIONS
17,
width (b -b
to be Located
utility easements.
the permit
r
curbs)
process
ON
BACK
i
exceeds
in R/W.
except
A
V
to
LOCAL
OF CURB
30' -0'.
cross rood.
NO
ROAD
SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED
RECOMENDED• 41-57:-55
STANDARD PLAN
U-2
crown DATE
C- 1....
APPROVED: C -e- -9 q
WARM men (*RECTOR DAZE
DATE:
10/31 /03
PROJECT NO•:
1238.1003
MARKED OR N
UNMARKED II ti
CROSSWALK
CHECKED BY:
A-
STREET NAME
SIGN N.E• CORNER)
SHEET NO.:
MAJOR
ROAD
SIDEWALK
m
LIN.
STOP SIGN
1 11
MINOR CROSSROAD
IMNJ.6'
FACE OF CURB
1'
6 to 12't
URBAN
INTERSECTION
SPEED
LIMIT
CURBED STOP CURBED 25
SECTION
SECTION
I
1'
NOTE:
Additional information may be found in the Indiana Maned on Uniform Traffic Control Devices
SUBDIVISION SIGN PLACEMENT
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED'
RECOMENDED 0 T -5--53
STANDARD PLAN
S-3
RAU1AN cower ENGINEER DATE
APPROVED: -e. y ,T -93
wunrar Caw (*RECTOR ogre
DATE:
10/31 /03
PROJECT NO•:
1238.1003
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
HAMILTON COUNTY
DETAILS
DRAWING FILES:
N: \1238 \1003 \DINGS \C805- C806•DWG
SHEET NO.:
3 TOP SOIL
BACKFILL'
I` UP
1I
07
pa
RECOMENDED:
wAhAtT muh [wuEER
2 4'
po.p•o•••a•o•o o p e•
p. p O p O p• O. p• O.
r. •o••°a•••0•••a•p•o•
O'.0'r O'•0 o
0 0 o e e a o
0 0 0 0 0 0 0 0
0'•0'•0 •0 •D
x0:0•0:0:0 •0 :0
0 0 0 o e o e
0 0'00 0 :0'• 0
4.0
.o eo.o •o •a •0
o 0 0
o'0 00 a'.o'.a ol
NOTES:
Expansion Joints ore required at Storm Wets
Controction joints should be installed ot: 10' spacings
Spacing shoo be 5 on curve ro6i.
Contraction joints shoe be tooled or sawn in
continuously poured subs to a depth of 1/2 min.
APPROVED: y ��•+_i
WARM! Caron DRECTOR
CONCRETE ROLL CURB GUTTER
HAMILTON COUNTY HIGHWAY DEPARTMENT
V-6 -93
DALE
SUBGRADE AGGREGATE
DEPTH VARIES
REVI
SiAtaita PLAN
U)
CD
C!)
LLI
Q l`t 1
r F No.
0000075
'V STATE OF
1
�0' D I AN
/IIIIIIrIIi11111M
DATE: 11/12/03
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2003)
tar,
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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