HomeMy WebLinkAbout025,026-93 Ponds West Details.11
2
3
A B I
R/W
11
1 —�
2 1-5
I
I 12' lOr 13' /5 I
13' /5• 12' /o'
I
1
3 1
/3'
16'
,
4-1 Momin.
6"
21'
#--•MASTED �iMJEL
.o
3
I/4"per fl.
1-x--111
I/4r
°o°'
oo° o
Conc. Wolk (See Ptons )
Cont. Roll Curb
-'
d Gutter
at all returns. Contraction joints
r .:.:1 .::'
,� , A _ ::, ;' �,.� �, �+ •,
IRS�rfoce"11 ora12
36
3 Binder 'r 9
_o r
g" Go,,,p tfcd #53 Aggregate j
12
Noll: Tack coal is rill between each layer
073 STONE
of bituminous materiol. (Material a methods
WASHED STONE \//'//`
of conslruchon in accordance with section
'o 0 0 o
409 of the Standard Specs.)
a
Alternate pavement material shall be 6"
i
plain concrete cement on prepared subgrode.I
TYPICAL STREET
J
CROSS SECTION
Joints
so
51
to
27'-0" -- - ----
—{
1z' 20
/3-C
_
r`
6' zz 6•
,,
3/411
C
U
I p I E I F ► v t 0
EARTH OR SIDEWALK SURFACE I See Plans for
24 ; I Type of Costing
Socatbn oforn¢ f i Max. 1211 Brick
CONIC. CURB 1 Side slope varies
uniformly to a 24 f. r ::.z 1
•`-.;:'.,�',•;:�rt :•�.. Reducer Cap I
maximum of 4"/fl. (See Detail) I
�.
° of gutter line. Sidewalk 4
D Class A• �,
/X\//� //� //� D D D d C ort c f e t e L t •' •r
Z\\//\ ° o° o o° o SUBGRADE AGGREGATE o
/X\/ o 0 6�•ConC. II
° q ° o o 0 0 ° DEPTH VARIES r B 8 Place expamion Joinf I 'PreCast or Poured
0 01 ' o M xrmv M ramp slooe.1 /tt !
o ° q C Romp at bock of curb line Permissille.
o° o a °o ° /�\ I a•r at sidewalk line. ; 2" Pipe Domeier 12"
0 o a'°
6 o 0 0 o \/ C !
° o .10 ' o'° o • j�\jj I MIR Min.
�C�� °a.'o•° 'oo eo \\f m
GrOU
I \
18 WASHED GRAVEL
° o
°°°°
o . o .
.0 .0
11
1
A Pion View
I
'µ"
2' ±
• I -i:9 .. :=
16'
12" Class
SLOPE E SL�•E
6"
21'
#--•MASTED �iMJEL
.o
3
�,Dullel
OR CLASS •A'
°o°'
oo° o
o°o
18
-'
Pavemenl Ram Sidewalk I
at all returns. Contraction joints
r .:.:1 .::'
,� , A _ ::, ;' �,.� �, �+ •,
Concrete
36
i
_o r
2"
12
LL
073 STONE
Pipe
WASHED STONE \//'//`
o'° o'°
'o 0 0 o
I Topsoil
a
`♦
i
»-- (. of stDE o(TCH 3
►' - .:,;;;.':.;.'..1 1 - :.� _�'
N
Joints
I,
51
to
27'-0" -- - ----
—{
>
_
r`
6' zz 6•
,,
3/411
=2
�
Joints (Max.)
CC
Suitable
°•
�
Compocted
Topsoil Low
NOTE: Steps to 'be installed if depth
CONCRETE WALK SECTION
Backfill
�•
e lD
! n
a i r
•
6"
NOTE'
q PbIrA
.. ,
Com�acled
exceeds 3'.
c . r
°°•'
°°
seC,ion A -A tear. r-crTpt r.,
MANHOLE TYPE "B"
I
',
Class A Concrete
3•
3'
d = PIPE DIAMETER
.id— -Vo
—
See Plans
/
Precast or
MIN MIN
Iz' MIN.
� -:
: - ► • `„ • ..-� . ►;:
cin
For Type Cif j �'
2 2" "
S
Poured )n Place
NOTES: -
18• MAx 6' SUB SURFACE DRAIN
Contraction joint (ryp)
i
�E-
CostingMIN.
_
Installation of underlain shall conform to section 718 of the Indiana Department Of Tronportotion
Section B-8
CAPTAS
CURB El
GUTTER
Stondord Specifications.
_
EkS£34ExT
°�
i
Underdrains shall not be installed until final grading and compaction is completed on subgrode.
NOTE:_f_
LINE
"
CONCRETE ROLL CURB Q GUTTER
Expansion joints ore regjired at
c
- S.ction C -C
Stee
�
of oil returns. Conlroclion joints
Any contamination of underdram bockfil shall be removed prior to installation of aggregate base.
11
M
21
>
11 11
Min.
-
Underdrains shall not be installed until utilities located beneath the underdroins are in place. i
HANDICAP RAMP
(-'aneL
i°or >`
Topsoil
o
N
(i.e. wolermoins. storm sewers, sanitary sewers, ecl.) 0
6' Pipe
! PIPE UNDERDRAIN I
Underdron
i
C
I
>
/00
PRarasrD "ADE --�
_ ,
1
1
T-21
•
.,
.1.
.714:7H
bo//om o�cu�b
�'Ail
•
Z' �I i +, 1/-0/7-1 ✓Cr• -e Cr/oona o� JOi/7/s v1-�oe -0'" -TTwr"B PA o, d To Ado i OSS A CanCr[t[
Q-0'" � e. w •,�,.e upon
= •z• oB'll
I
r .�-,�iG • --- ,�,�-� I c°.nectlpn Ta "°v'. I h' L E T TYPE "A"
NOTE: When built in conjunction with concrete pavement, _
o CoNt.
expansion and contraction joints should be placed
H ('oN� �fnjintYl Vnitrerein �Ip11lllVt Vnitrlrli� at the same location as in the pavement slab. The curb N
Side�,lk conji drlh nit i( irl and gutter should be tied to the pavement by 1/2" round
��r deformed bars at about 3 foot intervals. If no concrete sso sso
0- 116 3A°wn ol�"�{.•� pavement is being built at the time, the curb is constr- wxlN
ucted. Expansion joints should De placed at the enas .— N
9•#53 Aggregate of all returns and at intervals not to exceed 100 feet.
Contraction joints should be installed at 20 foot spacing.
Note: Tack coot is rii belwolin each lacer TYPICAL SSD CONNECTION TO INDIVIDUAL LOTS
of Diluminovs malerioL CURB JOINT DETAIL
( NO SCA1-E
CROSS SECTION A -A
!01■
no
■
Bockfil!
civ
iqo p Back i
ig
6 114* #53 Agg.
COMBINED CONCRETE CURB a
SPECIAL CURB AND GUTTER GUTTER ( TYPE III
3 '- 2 V21`4 ~ x %B ++NoIcA (TyR)
04
Concrete Wo/k 3/BNCAeckered Floe Plole Ccocre/e Wo/k
min.
15 J'- O mar. 6•,
•
Detail - Under Sidewalk Drain
•
stole: l l - 0,1
_ l
1 STEEL FE)"UPOST
(for tetmi dry prot.Cfbc)
SET
FLUSH W/ FINISH EAST JORDAN C A57 I NG 1570 or EQl1,AL
GRADE --�
40 FT. HALF R/W ..
--- — — - ---- • •' 111,11'
• 6,
.. TE r'1• A•
w 7'-0'• MIN. 11'.0" MIN. 1, -
� A
12'-O" PAVEMENT 3'-O' __ MIN. ' : • 'k
SLOPE: TYP.
SLOPE:
1/2" PER FT - •' �� + • �'
Ink
OVIIO Pip
SLOPE: 1/4- PER FT.
SLOPE:
* • * SLOPE:
I 0'• j 1 /4" ►ER h
MIN. I
4 t
NOTE:t "
24
?'
1 /2' f
'µ"
2' ±
Expansion joints ore required at -
16'
I /2' PER FT.
SLOPE E SL�•E
6"
21'
#--•MASTED �iMJEL
intervols not to exceed 100', and
.o
3
L6••
o
min."
6"
18
-'
Precast or Poured In Pla
at all returns. Contraction joints
-)
WHERE REQUIRED w
36
i
_o r
preformed joint filler..
12
LL
073 STONE
should be installed at 201 spacing.
24
j
DI CT)ON OF
I Topsoil
a
`♦
PAVEMENT SECTION (i5 REQUIRED
BY ORDWANCE '
»-- (. of stDE o(TCH 3
C
SN
N
Joints
I,
51
to
27'-0" -- - ----
—{
>
_
r`
6' zz 6•
,,
3/411
=2
�
Joints (Max.)
CC
Suitable
-' ` -
r ° r
e ,'
Compocted
Topsoil Low
CONCRETE WALK SECTION
Backfill
�•
e lD
! n
a i r
•
tD
-f,
q PbIrA
.. ,
Com�acled
c . r
in 4 Lifts
',
Backfill o
—
,,•'•:� :a >
—
/
� -:
: - ► • `„ • ..-� . ►;:
cin
6 114"
#53 Agg..
COMBINED CONCRETE
CURB El
GUTTER
(TYP£ II)
19 112" #53 Agg•
i
NOTE:_f_
"
CONCRETE ROLL CURB Q GUTTER
Expansion joints ore regjired at
Intervals not to exceed 100'1ond
of oil returns. Conlroclion joints
should be installed at 20 spacing
11
M
21
11 11
Min.
_
a i
Topsoil
!01■
no
■
Bockfil!
civ
iqo p Back i
ig
6 114* #53 Agg.
COMBINED CONCRETE CURB a
SPECIAL CURB AND GUTTER GUTTER ( TYPE III
3 '- 2 V21`4 ~ x %B ++NoIcA (TyR)
04
Concrete Wo/k 3/BNCAeckered Floe Plole Ccocre/e Wo/k
min.
15 J'- O mar. 6•,
•
Detail - Under Sidewalk Drain
•
stole: l l - 0,1
_ l
1 STEEL FE)"UPOST
(for tetmi dry prot.Cfbc)
SET
FLUSH W/ FINISH EAST JORDAN C A57 I NG 1570 or EQl1,AL
GRADE --�
40 FT. HALF R/W ..
--- — — - ---- • •' 111,11'
• 6,
.. TE r'1• A•
w 7'-0'• MIN. 11'.0" MIN. 1, -
� A
12'-O" PAVEMENT 3'-O' __ MIN. ' : • 'k
SLOPE: TYP.
SLOPE:
1/2" PER FT - •' �� + • �'
Ink
OVIIO Pip
HAMILTON COUNTY HIGHWAY STANDAR CR_'"-5--�v—
COLLECTOR STREET w /o CURE
• VARIATION FROM THIS SHALL BE APPROVED IN WRITING BY COUNTY ENGINEER.
+. 5'-0" WHERE REQUIRED BY ORDINANCE.
*. ACTUAL WIDTH TO BE BASED ON HYDRAULIC REQUIREMENT OF SPECIFIC SITE.
1 S/o
e
Normal Pool
2' S
Safety Ledge I J: % S/ape Minimum Depth 8'
�-- 5' Bottom
POND CROSS SECTION
SLOPE: 1/4- PER FT.
SLOPE:
* • * SLOPE:
I 0'• j 1 /4" ►ER h
MIN. I
4 t
i
'}1'
I' ±
?'
1 /2' f
'µ"
2' ±
Q
1 t '
Class A Concrete
16'
I /2' PER FT.
SLOPE E SL�•E
1
21'
#--•MASTED �iMJEL
15
.o
3
L6••
o
i
30
8
-'
Precast or Poured In Pla
10
-)
WHERE REQUIRED w
36
z
_o r
preformed joint filler..
12
LL
073 STONE
SIDEWALK
J
24
'
DI CT)ON OF
!
a
`♦
PAVEMENT SECTION (i5 REQUIRED
BY ORDWANCE '
»-- (. of stDE o(TCH 3
C
SN
N
Joints
C
I r t t P I t n s
51
O
27'-0" -- - ----
—{
>
_
I SFr T t ��
yp
6' zz 6•
,,
J
l
�
Joints (Max.)
HAMILTON COUNTY HIGHWAY STANDAR CR_'"-5--�v—
COLLECTOR STREET w /o CURE
• VARIATION FROM THIS SHALL BE APPROVED IN WRITING BY COUNTY ENGINEER.
+. 5'-0" WHERE REQUIRED BY ORDINANCE.
*. ACTUAL WIDTH TO BE BASED ON HYDRAULIC REQUIREMENT OF SPECIFIC SITE.
1 S/o
e
Normal Pool
2' S
Safety Ledge I J: % S/ape Minimum Depth 8'
�-- 5' Bottom
POND CROSS SECTION
G�SIIn9
8 11 x 6"x 6" TEE
I �
C
24
v L1_
.i
SUBSURFACE DRAIN (SSD) RISER DETAIL
v,
MO SCALE6M
I I i IFt I V
�R Lfdr111n t a
"e
I
Lliss'A' �fncrtit
V,
Ilip Rap P/me men
S lnl�t TypE°�"
eC>troh
Ir
e- YV"' !I
I
PIPE PAY
_
LENGTH
I
L -
i
Sit FIIns
for Typt '1I
GISItn9
Ink
A
♦
\• i
.•. — �v41ci Pip
Z 2 1
Class A Concrete
est or Poured In Place
1
N
C
6' Pipt I
Undcldr�in '
I >
Gltss'd' �tncrtic
lnl.�t 1yFcp�a
(NI Still)
4dlt} Pipc
Class A Concrete
Precast or
Poured In Place
5tt Plins
dor Typc It s' zz " 6'
C�SIln9
C
v O.
� U
v,
Undcrl! r Ai h'
I >
�I155'A' �1rlRtlt
I Inl�� T pc°ea
It�Pdl It d�
(NI Sto!c)
ac•1u FnRCED
3.'1 r//
4.1 FIII slOP�
&�•
Jill
uI I
I
A Plate
,,n c ho r
Computed Length 8 END SECTION 4
A Pay Length of Culysrl LEN1)TH L .�
10 Gavle -
PLAN VIEW END VIEW SIDE VIEW
DETAIL— METAL END SECTION
i NOT TO SCALE
PIPE
DIA.
GA.
I' f
Note:
DINIFNSIONS
'B'
(MAC)
'}1'
I' ±
?'
1 /2' f
'µ"
2' ±
12'
16'
Transverse joints shdl
be cut
6'
21'
24'
15
.o
with o having a
radius
o
i
30
8
-'
of 1/4' and filled with
10
-)
E
36
21
_o r
preformed joint filler..
12
6
36
42
24
ii
10
13
a
CL
ll
=
C
SN
61-0" Between Transverse
Joints
c
51
O
Fo
J
l
I48"-0" Between Expansion
Joints (Max.)
Compocted
Subgrade
CONCRETE WALK SECTION
-f,
G�SIIn9
8 11 x 6"x 6" TEE
I �
C
24
v L1_
.i
SUBSURFACE DRAIN (SSD) RISER DETAIL
v,
MO SCALE6M
I I i IFt I V
�R Lfdr111n t a
"e
I
Lliss'A' �fncrtit
V,
Ilip Rap P/me men
S lnl�t TypE°�"
eC>troh
Ir
e- YV"' !I
I
PIPE PAY
_
LENGTH
I
L -
i
Sit FIIns
for Typt '1I
GISItn9
Ink
A
♦
\• i
.•. — �v41ci Pip
Z 2 1
Class A Concrete
est or Poured In Place
1
N
C
6' Pipt I
Undcldr�in '
I >
Gltss'd' �tncrtic
lnl.�t 1yFcp�a
(NI Still)
4dlt} Pipc
Class A Concrete
Precast or
Poured In Place
5tt Plins
dor Typc It s' zz " 6'
C�SIln9
C
v O.
� U
v,
Undcrl! r Ai h'
I >
�I155'A' �1rlRtlt
I Inl�� T pc°ea
It�Pdl It d�
(NI Sto!c)
ac•1u FnRCED
3.'1 r//
4.1 FIII slOP�
&�•
Jill
uI I
I
A Plate
,,n c ho r
Computed Length 8 END SECTION 4
A Pay Length of Culysrl LEN1)TH L .�
10 Gavle -
PLAN VIEW END VIEW SIDE VIEW
DETAIL— METAL END SECTION
i NOT TO SCALE
PIPE
DIA.
GA.
I' f
'A'
I' f
DINIFNSIONS
'B'
(MAC)
'}1'
I' ±
?'
1 /2' f
'µ"
2' ±
12'
16'
6'
6'
6'
21'
24'
15
16
7
8
6
26
30
8
16
10
6
31
36
21
16
-8
9
12
6
36
42
24
16
10
13
6
41
0
30 1
36 1
14
14
12
14
1 16
1 19
8
9
51
60
V
5
I
�e�