HomeMy WebLinkAbout17 Miscellaneous DetailsQ
4.5'
3' TOPS
8ACKFlLL
.I/21
MIN. 6x24 x0.100 ALUMINUM
l' UP
24'
i
1'
NTH DOUBLE FACED GREEN
REFLECTOPoZED ENGINEER GRADE
BACKGROUND PER STANDARD SPECS.
AND 4'
3' TOP SCR.'
BACKFILL
a
TYPICA
ADAPTE R
ASSEMBLY
(SEE BELOW)
0°070-0 0 0=-0-0 O
o 0 o O• o O 0 O c
0 0 a 0.0 00 •0 °0 •a O
o O O
R
a
ADAPTER
a
ASSEMBLY
o o O o a
O'e0'eDe0'•0e0'ea'
o '.°0 ,o '..°0 o o o
eo eo '•o eo`.o
'.°0 0 0 ,o 0
`•a 0 '•a'eo eo'••
o e :0 a o a o
a 0'a 0'.0'4 D 0 'e 0'
:0 0 o O o 0
a'•o 'eo'ea'.a'•
,o ,o ,o ,o ,o o ,a
•0 eo .a .0 .o .a .o
0 0 0 0 a. o
0 .0 •0'
•0•a 0•
ot Storm Wets.
be installed of 1O' spacings
curve rods.
be tooted or sown in
to o depth of 1/2' min.
CURB GUTTER
140 SCALE
3 LBS./FT. GREEN PAINTED OR GALVANIZED
CHANNEL SIGN POST PER STANDARD SPECS
SEC. 909.14(o)
1111
DRIVD4 OR SET IN 1111
COMPACTED HACKFILL 1111
NOTES:
Expansion joints ore required
Contraction joints should
Spocn9 shall be 5 on
Contraction joints shoo
continuously poured curbs
CONCRETE ROLL
1111
NOTES:
I.) Private Streets shoo be so ndcated on the left hand side of the sign with dud line
1 1/2' block letters on yellow refectorited background preceding the street name.
2.) One sign assembly shell be located ot each intasectian o' the northeast corner when possible.
3.) Stop signs shoe not be installed on the street name sign posts
SUBDIVISION STREET NAME SIGNS
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
RECOMENDED:� 5-~' 93
REVISED:
9 -S= V3
STANDARD PLAN
S -2
RECQME�IOED: Halm aiem POKER DAT1:
-93
APPROVED: 4 a1E
HsIIM ORM=
Q
4.5'
3' TOPS
8ACKFlLL
.I/21
6 24
l' UP
24'
n
1'
6_ 18'
3' TOP SCR.'
Y i"
BACKFILL
11E1
TYPICA
O O
O O
•0 0
0•0
0°070-0 0 0=-0-0 O
o 0 o O• o O 0 O c
0 0 a 0.0 00 •0 °0 •a O
o O O
a•o•o o •o•.•op o- o •o.o•o•e ao
o °`o
a a
D. o•o'0•0•0 e• a•p•o•.•
p• O O o:.;.:. ll O p a.;.0::.:::,,:e O O a
SUBGRADE AGGREGATE
DEPTH VARIES
ore
joints shoed
shoe be 5
joints shall
sly poured
COMBINED
REVERSED
required 0t Storm Inlets.
be installed at IO spacings.
on curve rock
be toiled or sown in
curbs to a depth of 1/2' min.
CURB GUI
o o O o a
O'e0'eDe0'•0e0'ea'
o '.°0 ,o '..°0 o o o
eo eo '•o eo`.o
'.°0 0 0 ,o 0
`•a 0 '•a'eo eo'••
o e :0 a o a o
a 0'a 0'.0'4 D 0 'e 0'
:0 0 o O o 0
a'•o 'eo'ea'.a'•
,o ,o ,o ,o ,o o ,a
•0 eo .a .0 .o .a .o
0 0 0 0 a. o
0 .0 •0'
•0•a 0•
ot Storm Wets.
be installed of 1O' spacings
curve rods.
be tooted or sown in
to o depth of 1/2' min.
CURB GUTTER
140 SCALE
1
3
6'
NOTES:
Expansion joints ore required
Contraction joints should
Spocn9 shall be 5 on
Contraction joints shoo
continuously poured curbs
CONCRETE ROLL
HAMILTON COUNTY HIGHWAY DEPARTMENT
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED:
RECOMENDED:� 5-~' 93
STANDARD PLAN
C 1
DATE
APPROVED: f}''''''L +T V 6 -9.7
t..
Wont.TCO OXINTY °RECTOR DATE
STOP Sign (R1-1) YIELD Sign (R1-2)
3' TOPS
8ACKFlLL
.I/21
6 24
y R1-2
V 0• 1
A 3O x 30"
:ED LIMIT Signs (R2 -1)
AGGREGATE
1'
6_ 18'
SPEED
LIMIT
25
SLOPE 1/4' PER FOOT
'i
T T
4
II= 11`MIIEr
w��
p'••.JTlIAIi'
TYPICA
O O
O O
•0 0
0•0
0°070-0 0 0=-0-0 O
o 0 o O• o O 0 O c
0 0 a 0.0 00 •0 °0 •a O
o O O
SUBGRADE
OEPTHVARIES
6"
ore
joints shoed
shoe be 5
joints shall
sly poured
COMBINED
REVERSED
required 0t Storm Inlets.
be installed at IO spacings.
on curve rock
be toiled or sown in
curbs to a depth of 1/2' min.
CURB GUI
SECTION
1•
NOTES:
Expansion+ts
Controc6on
Spacing
Controction
cony
WITH
1
ER
SLOPE GU I I E R
NO SCALE
DATE t wxI.TON cOUJ(w oe e*
HAMILTON COUNTY HIGHWAY DEPARTMENT
MILTON COUNTY DURfCTOR OATS
STANDARD PLAN
SSD-3
REVISED:
Nw j l n flx> dfER
Y -i
STANDARD PLAN
C 5
RECOMEND£0:
oA>s
-s
APPROVED: -�1
HAULM IT OrTEICR
3P-S--947
DATE
STOP Sign (R1-1) YIELD Sign (R1-2)
3 to 4" (75mm TO 100mm)
4 inch
(100 mm
STOP
YIELD
y R1-2
V 0• 1
A 3O x 30"
:ED LIMIT Signs (R2 -1)
UTTUTY
1'
MIN.
SPEED
LIMIT
25
24 X 30-
o
CROSSROAD
/MW. 6'
FACE OF CURB
4-WAY
INTERSECTION
3
1.) Tors shall be single faced with Engineering Grade led sheeting cn 0080'
thick aluminum sheet material per INDOT Standard Specifications 912.10.
2.) Posts shag be I1' -0 long. 3 lb /ft green painted or galvanized channel sign post
per t40OT Standard Specificafeon 909.14.
3.) AI sign sites, shapes, colors and material shall meet the Indiana Monad cn
Uniform Traffic Contrd Devices.
TYPICAL SUBDIVISION REGULATORY SIGNS
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
SECTION
REVISED:
SECTION
1•
f ECOMENO£D: 4-� g3
STANDARD PLAN
M
5
RECOMENOED
!MUM COUNTY o ttartat DATE
DATE t wxI.TON cOUJ(w oe e*
APPROVED: 1 r..df ere V-es 9-7
MILTON COUNTY DURfCTOR OATS
UNMARKED oil it
i MARKED OR 11
CROSSWALK
d ial
3 to 4" (75mm TO 100mm)
4 inch
(100 mm
N.E. CORNER)
SIDEWALK
MAJOR
ROAD
UTTUTY
1'
MIN.
Site SIGN
MINOR
o
CROSSROAD
/MW. 6'
FACE OF CURB
__r
6't to 12'
URBAN
INTERSECTION
3
SPEED
LIMIT
.CURBED STOP CURBED 25
APPROVED: i .3 a-9S I
SECTION
I
SECTION
1•
SUBSURFACE DRAIN (SSD)
REVISED:
5
RECOMENOED
MIN
DATE t wxI.TON cOUJ(w oe e*
�J .Y -5 -9.7
tDltl
STANDARD PLAN
SSD-3
BACK OF CURB
NOTE:
Additional information may be found in the Indiono Manual on Uniform Traffic Control Devices.
SUBDIVISION SIGN PLACEMENT
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
1
REVISED:
-s
STANDARD PLAN
S-3
RECOMENDEO ....-4
MAVEN MITT DIMON
r-..;'
APPROVED: O. HAtAiON COIN artECTOR
OFFICE OF THE HAMILTON COUNTY SURVEYOR
3 to 4" (75mm TO 100mm)
4 inch
(100 mm
TAP TO HOUSE
(TYPICAL)
future unity crossings may be installed after underdroins
,rb pavement if desired to avoid future bores of 48
24" below top of bock of curb.
oad aossings for all utilities shall be at
deflections which will damoge the underdroin system.
installed prior to the underdrohs 11 a trenching
>eing installed, NO trenching or plowing will be allowed
within the r /w. to no event shall cutting of the asphalt
)f h place curbs will be allowed.
by the Surveyors Office when o reguloled drain is
r(menl.
within 10" to the lop of curb.
and easement charocteristics es shown on this pion.
25 RA, 0
__-c- 0
lie SCALE
UTTUTY
NOTES:
I. Curb to be stomped at ail Iocotions where cny of the above cross under a wurb
2. Letter to be stomped prior to concrete setting up, whenever possbe.
e.
3. Stamp to be o minimum of 1/2 inch (10mm) deep.
CURB STAMP
HAMILTON COUNTY HIGHWAY DEPARTMENT
protection)
CASTING
1 REV ;qED' 03- 09 -95.
EASEMENT
r.. ii4 rte' j
'b f f 0'I
4 s
RECCMENOEG: ..err o /9,f"" I 1•�NvARC LAN
MINIMUM FROM
3
APPROVED: i .3 a-9S I
NMe6.)I rY km. cut
MINIMUM FROM
HAMILTON COUNTY HIGHWAY DEPARTMENT
SUBSURFACE DRAIN (SSD)
REVISED:
5
RECOMENOED
STANDARD PLAN
U-4
DATE t wxI.TON cOUJ(w oe e*
�J .Y -5 -9.7
APPROVED:
WITT DIRECTOR DATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
3 to 4" (75mm TO 100mm)
4 inch
(100 mm
HIGH LETTER TO BE STAMPED AS FOLLOWS:
s Is for Storm Sewer
SS Is for Sanitary Sewer
D is for Subsurface ar Base Drain
C is for Conduit
G is for Gas
IN is for Water
25 RA, 0
__-c- 0
lie SCALE
UTTUTY
NOTES:
I. Curb to be stomped at ail Iocotions where cny of the above cross under a wurb
2. Letter to be stomped prior to concrete setting up, whenever possbe.
e.
3. Stamp to be o minimum of 1/2 inch (10mm) deep.
CURB STAMP
HAMILTON COUNTY HIGHWAY DEPARTMENT
protection)
CASTING
1 REV ;qED' 03- 09 -95.
EASEMENT
r.. ii4 rte' j
'b f f 0'I
4 s
RECCMENOEG: ..err o /9,f"" I 1•�NvARC LAN
MINIMUM FROM
3
APPROVED: i .3 a-9S I
NMe6.)I rY km. cut
OFFICE OF THE HAMILTON COUNTY SURVEYOR
JOINT FILLER
5' -0 "MIN.
UTILITY
25 RA, 0
25 R/W 0
UTTUTY
Mir temporary
/MUSH GT:A
tt AST
1 a
w
wS
EASEMENT
protection)
CASTING
WO
EASEMENT
r.. ii4 rte' j
'b f f 0'I
4 s
WASHED GRAVEL
MINIMUM FROM
3
-o, if °.4.16 •I
3'
MINIMUM FROM
SUBSURFACE DRAIN (SSD)
RISER DETAIL
(DRAwf1Rc lacer 7O SCAR)
HAMILTON COUNTY SURVEYOR'S OFFICE
BACK or CURB
llltvTis lt:. 2000
APPROVED '43∎ is
STANDARD PLAN
SSD-3
BACK OF CURB
u
G
g
1
7
0
I
u.
x
Y
Ti
Ix
l
1
4
r ii
NOTES:
1.) R/W shoe be increased when rood width (b -b curbs) exceeds 30' -0'.
2.) Only gos woter utOties ore allowed to be located in R/W
Al others shol be located in the utility easements, except to cross rood.
3.) Deviations well require a vorionce during the permit process.
TYPICAL UTILITY LOCATIONS ON A LOCAL ROAD
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED:
RECOMENOED
11-C---.53
STANDARD PLAN
WARN COUNTY r OATS
APPROVED:
Y s R1
U 2
HA►4TO• caw OIRECTE
DATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
JOINT FILLER
5' -0 "MIN.
STEM. 'T-' p'D:IeNC T
1
cowmen
RASE
bi
stir rums
Witd
It:
11. wv r..
Mir temporary
/MUSH GT:A
tt AST
1 a
w
wS
JORDAN
�i..
protection)
CASTING
WO
OR USUAL
r.. ii4 rte' j
'b f f 0'I
4 s
WASHED GRAVEL
OW
I tl� w noir
0 a a x sY- 11
r
-o, if °.4.16 •I
MIN+l
SUBSURFACE DRAIN (SSD)
RISER DETAIL
(DRAwf1Rc lacer 7O SCAR)
HAMILTON COUNTY SURVEYOR'S OFFICE
llltvTis lt:. 2000
APPROVED '43∎ is
STANDARD PLAN
SSD-3
It sxl e c WAR a A 1 C474T1rrat 1T ORVI yOR DATE
/2" PREFORMED 1
JOINT FILLER
5' -0 "MIN.
TRAVERSE JOINT
6 0" BETWEEN TRANSVERSE JOINTS
TRAVERSE JOINT
/2" PREFORMED
1-
2
48' 0" BETWEEN EXPANSION JOINTS (MAX.)
4' CONC. WALK
V /FT.
\03146 \con _plans \03146dt3.cgn 5/27/2004 3: 13:29 PM
/FT. (TYP)
20'
2' roll curb
100'
-1111111111-11111
TRANSVERSE EXPANSION JOIN
6t' Sub-surface drain
(Typical both sides of road)
CURB JOINT DETAIL
NO SCALE
SLOPEI /4" PER FOOT MI1.
40' COMMON
TOP OF CURB
v NSVERSE CONTRACTION JOINTS
PROFILE GRADE
AREA
SLOPE1/4" PER FOOT MIN.
NOTE: CHATEAUX DRIVE TO BE 28' BACK OF CURB TO BACK OF CURB.
TYPICAL STREET SECTION
NO SCALE
BOTTOM OF CURB
20'
2' roll curb
Q
6' -0"
1/2"IFT. (TYP)
WATERMAIN
t-Ort 5' -0"
/4 /FT.
4" CONC. WALK
r
GRADED LAWNS
r -BACK OF CURB
2' 0" MIN.
BACKFILL t PREPARED SUBGRADE I
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE
REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED
IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
SEE SHEET 15 FOR ADDITIONAL DETAILS
t
TYPICAL SIDEWALK SECTION
a
5' 0" MIN.
f A
STD.14 -01
SIDEWALK DETAILS
NO SCALE
IN
4" TOP SOIL
PROPERTY LINE
0
00 O ,o
.0 e
o ,o
e •o
•e
0 i0
0 0
3' 3'
MW IAN
12 14N.
18' MAX.
4f►
18 WASHED CRAWL
OR CLASS 'A'
WA5'riEO STONE
NOTES:
lnstollotior or underdrain shall conform to section 718 of the Ineena Department Of Tranportotion
Standard Specifications•
Under&ains shall not be installed anti find Tarring and compaction is completed on subgrade.
My contamination of underdroin bocktlf shoe be removed prior to installotion of aggregate base.
linden:tains shall not be instilled until utilities located beneath the underdrains are in place.
(f.e. Note mains, star sewers, sanitary sewers. ecL)
HAMILTON COUNTY HIGHWAY DEPARTMENT
RECOMENOED:
tut UCH =MY OtcNETR
fir...` A.` 4 ∎2 J174 Lea►' A..s7d 0 L err iC►i7I,rA. �iT
Pr AdierAir ..Altd
•r0 rI s• I I •'e1 I I ,,A41:• :.,4.�� 1
flti +l,4 t '�t+� «�A. l��I rTT���sr IIw fit I.�
LiLiL 1="t 11
H r
EARTH OR SIDEWALK SURFACE
1 24'
APPROVED:
xgx.xx way of1EC19R
F
•e.1M
dI(k.iT r�.►`!C'A►_�' r ��'ii iI►T. T
O Q o �l 1��
••�����i"� •.�ii /lit
1" NO.11 H.A.C. SURFACE
3" NO. 9 HA.C. BINDER
6" NO. 53 STONE BASE
ASPHALT PATH DETAIL
NO SCALE
PIPE UNDERDRAIN
NO SCALE
.A. SURFACE
H.A. BINDER
STONE BASE
CONC. CURB
d PIPE DIAMETER
MIN. 6' SUB SURFACE DRAIN
x=93
DAZE
oA1E
St>91RADE AGGREGATE
DEPTH VARIES
REVISED:
STANDARD PLAN
P -1
6" (MIN.) COMPACTED OR
UNDISTURBED SOIL
LOCAL STREET PAVEMENT SECTION
NO SCALE
SIDE SLOPE VARIES
UNIFORMLY TO A MAXIMUM OF
4"/FT. OF GUTTER LINE
DESIRABLE RAMP SLOPE 1 /FT.
MAXIMUM 1 1 /2 /FT.
(SEE NOTE 3 OF 3)
CLASS 'A' CONC.
tH{ lllllt
CONTRACTION JOINT (TYP.)
SECTION C -C
R
AM
A-J PLAN VIEW
VARIES IDTH M P
5' OF MIN. RA VARIES 1
SIDEWALK
C
PLACE EXPANSION JOINT AT BACK
OF CURB LINE OR AT SIDEWALK
LINE
SECTION B -B
TYPE I
RAMPS TO BE CONCRETE
SIDEWALK RAMP FOR HANDICAP
NO SCALE
0
eC
L)
0
-a J
(1)
C
0)
0
(T3
Sheet No:
a te
a)
0
Project No: 03146
17
a)
To'
0
mot'
CD
N
t
O
Z
J CD
Z Z
W
0
CO 2 z
0 W o
wOc0
V Z �o Inni
(I)
o
17
PER TAC COMMENTS