HomeMy WebLinkAbout027,028-93 SP Ponds West Details.11
2
5
6
7
A g ►
R/W W
I I
1
25 ;
12' r0 13' /5 ' 13' /S • 12' /o' 1 ,
II 23,
4 - 1 Max. 3
%4" ft. min. 1/4"per fl. 1/4aw I
Conc. Roll Curb Conc. Wolk (See Pione)
a Gutter
I" Surface xil or "12
3 Binder " 9
g" C,.-pnocd #53 Aggregate
I
Note: Tack coal is req'd. between each layer
of bituminous material. (Material BI method&
of construction in accordance with section
409 of the Standard Specs.)
Allernale pavement material shoil be 6"
plain concrete cement on prepared eubgrode, 4
TYPICAL STREET CROSS SECTION
I ,
IV 0
► /z' 20' Q•Q / 20'/3-
1
I ,
C
,.
U
Q I E I F
EARTH OR SIDEWALK SURFACE I {
See Plans for
2" Type of Costing
1-1 See plans for Mox. 12" Brick
\
CONIC CURB location of romp
Side slope varies
24
OA.
1' f
1`4 A# )r %B IfNalch(rl'A%
uniformly to a '
*/
\
'/%�\\//�\�
NOTE: "
-12 " Pipe Diameter 12"
maximum of 4 f t.
// °
a
Groul
of gutter line. Sidewalk
Class •A�
°
/\\/\
°
ice•
Concrefe
a
0 0
o a
o o 0 0
SUBGRADE AGGREGATE
I
Z/ o • o o
• o
o
DEPTH VARIES
• B Place expamlon oinl
MQximv M ramp 51006,1 /it
°
,
CB
Ram of bock of curb line
p
° ° o
'°o'
6" :°',e:
'o°
;�N,
I or at sidewalk line.
6
36
Topsoil
24
°o .0
'. o . o'o0
13
6
should be installed at 20' spacing.
aft
30
14
18 WASHED GRAVEL /\ ^ o.. o •
'° o'° o
8
A Pion View
°o
W
14
Pavement Romp Sidewalk
WASHED STONE \�/��/�� :o'o
'00'00'
60
Ct
it
ti
-
°
Suitable o'..
24
OA.
1' f
1`4 A# )r %B IfNalch(rl'A%
'B'
(NtAX)
v
NOTE: "
-12 " Pipe Diameter 12"
6"
Min Min.
6'
Groul
Expansion joints ore required! -'
21'
24'
Reducer Cop
(See Detail)
6„ Conc.
Recast or Poured
Permissible.
V2" Class
Concrete
° + ° NOTE: Steps to be installed if depth
4 exceeds 3'.
Section A -A MANHOLE TYPE "B"
lam; Y�i'id d ramp( Var.. � � I
AIIN MIN d = PIPE DIAMETER
NOTES: , 12' MIN.
1
_ 18' MAx. MIN. 6' SUB SURFACE DRAIN Contraction joint t
Installation of underdram shall conform to section 718 of the Indiana Department Of Tranportobon 1 (yDJ Section 8-B
Standard Specifications. UP ad TAP[
Underdrains shall not be nstolied until final grading and compaction is completed on subgrode "' E�.LIN NT
Any contamination of underdroin bockfill shalt be removed anSection C -Con to insloltotion of aggregate base. Sffti
Underdroins sholl not be nstoiied until utilities located beneath the underdrains ore in place. (-'once
(i.e. watermoins, storm sewers, sanitary sewers, ecL) HANDICAP RAMP
! PIPE UNDERDRAIN +; —
I •g
I I
F--� /� <711" cci/-b I PROPOSEDfznwr --;l
• � • - . .T I SSO
min/ bo//om a'cu�b - I
1 / 1 ' r -� 2 111. t'1 - 1 trona �cr x crpor> �/b� jo/i►/� �io/,s vcrec cn�/rx f og Jo/r�/� T. -f Ea+,•bn To A
17,08 ! I ' I '!, aur,& To B4 % -0. upon
Comeciton To Haw.
r
unction with concrete avement z
/ o
y'CoNc. 6rnlintrl Undtrdroirt
Sidew'ulk e)►nj drill Iidu ti' ilrtt
Cawt. NOTE: When but t in p ,
S.••leW0.(% expansion and contraction joints should be placed
tltllinivi VnJtrirejn at the same location as in the pavement slab. The curb 'N
I and gutter should be tied to the pavement b)' 1/2" round
deformed bars at about 3 foot intervals. If no concrete
/' S�rf••c pavement is being built at the time, the curb is constr-
3" 6iA14 ucted. Expansion joints should be placed at the ends
9•#53 Aggregate of all returns and at intervals not to exceed 100 feet. I wlH.swr� 0.30%
I
Nole; Tack coal is req'd. between each layer Contraction joints should be installed at 20 foot spacing.
of biluminovs malerial, TYPICAL SSD CONNECTION TO INDIVIDUAL LOTS
CURB JOINT DETAIL
NO SCALE
CROSS SECTION A - A -- - -
STEEL FENCEPOST
(tor teanporory protoicAor)
SET FUr>H W/ FINISH I�_ EAST "DAN CASTING 1570 a EQUAL
40 FT. HALF H/W fA-"
�
6 7[A
7 --
T
II' O" MiN.12'-a- PAVEMENT 3'-O' 7'-0' MIN. A YP.
SLOPE: 1 ° •e.
1 ***
1/2- PER FT. •� , („) L r • �.
I. a.. SLOPE: I <
04
2" N Outlet Pipe
NOTE,
Class A Concrete
See Plans I Precast or
For Type Ui S'2 2" s"
Costing �— _ Poured In Place
i
r` o
a
0
6' Pipe 1
i - Lin derdror)
l
,. a •. � >
r Class"A" Concrete I
1
INLET TYPE "A" ll
Init
U It} pip
t /�•' PER FT. 1 t
ELOPE I/4-PEH FT. SLOPE: I/2"PER FT. SLOPE G S�-�t4, 1 � #_� HED �^,EL Class A Concrete
L� 4..
u73 STONE SIDEWALK WHERE D
O w Z
Precast or Poured In Place
REQUIRE
PAVEMENT SE
TION 11S REQUIRED (•. OF SIDE DrrCH j���i�JJJ 04 � D RE I Ms OF !
BY 27.-0.. MIN � � FLOWS t t P I i n s
For Ty l t It 6
"� C�slin9
6"X 6"x 6'r TEE
to
�-
24'
HAMILTON COUNTY HIGHWAYSTANDQF�p C_R__-S__E-�T1QN SUBSURFACE DRAIN (SSD) RISER DETAIL
COLLECTOR STREET w /o C_ URB
NO SCALE ^
6" Pipt 1
Un crdr�ln '
1 >
1 I
i
• VARIATION FROM THIS SHALL BE APPROVED IN WRITING BY COUNTY ENGINEER. • '• • ° • ''. • .
+. 5'-0" WHERE REQUIRED BY ORDINANCE. e �
* • ACTUAL WIDTH TO BE BASED ON HYDRAULIC REQUIREMENT OF SPECIFIC SITE.
4:1
Normal Pool
z' S
Safety Ledge 3; y S/0pe Minimum Depth 8'
5' Bottom
POND CROSS SECTION
3 '-2 tZ
OA.
1' f
1`4 A# )r %B IfNalch(rl'A%
'B'
(NtAX)
)INIEN
1I
1' f
NOTE: "
2- f
6"
24"
6'
6'
Expansion joints ore required! -'
21'
24'
ice•
min.
i
8
6
intlrvols not to exceed 100', and
30
R
Cantu/& Wolk
8
3/8N Checkered floc' Plo1e
6
31
Cavlcrele Wolk
of all returns. Contraction joints
16
9
12
6
36
Topsoil
24
16
10
13
6
should be installed at 20' spacing.
aft
30
14
12
16
8
51
60
W
14
14
3/4„
9 1
60
Ct
it
ti
-
Suitable o'..
CID
Topsoil
Low
Transverse joints shill
be cut
Backfill-'''
��
_CL a Point
Compacted
o
with a having a
radius
o
i
..
;�//.�;
In 4 Lif t3W° r
-5 5/b min.'
-a • .••..
oT 1/4 and filled with
E
-./
_ 114N
#53 A99.
_
/ •:
__
r
preformed joint filler.
»
COMBINED CONCRETE
CURB 8t GUTTER
-
(TYP£ I1)
--- -- ------
co
6 1/2• #53 Agg.
m
"
er
NOTE .
Exponsion joints are required 01
ii
CONCRETE ROLL CURB a GUTTER
Intervals not to exceed 100', and
- -- - —
al all returns Conlroclion joats
should be installed of 20'spocing
6"
3•- O Max.
6
M "
6'- 0 Between Transverse
Joints
Ir
Ir
To ps of I
p &foil
- U17der
Topsoil
Drain
f�
77.
"-0" Between Expansion
Joints (Max.)
_1
-1
scale: l = l 0
.:
4" �.
r.. ; .. :. . ; •
;�
- , . ; :
. '
.. ' .. r•
e e
SIOI/4"(
Compacted
Subgrade
CONCRETE WALK SECTION
�f���-tea
-
•
- � o, °
�
, .
_
-p0
-- 4 W •640.0
Back
I
�/ 7" #53 Agg.
>
1. (3--1
2 ,•
6 1/4" #53 Agg.
COMBINED CONCRETE CURB a
SPECIAL CURB
AND GUTTER
GUTTER ( TYPE III
STEEL FENCEPOST
(tor teanporory protoicAor)
SET FUr>H W/ FINISH I�_ EAST "DAN CASTING 1570 a EQUAL
40 FT. HALF H/W fA-"
�
6 7[A
7 --
T
II' O" MiN.12'-a- PAVEMENT 3'-O' 7'-0' MIN. A YP.
SLOPE: 1 ° •e.
1 ***
1/2- PER FT. •� , („) L r • �.
I. a.. SLOPE: I <
04
2" N Outlet Pipe
NOTE,
Class A Concrete
See Plans I Precast or
For Type Ui S'2 2" s"
Costing �— _ Poured In Place
i
r` o
a
0
6' Pipe 1
i - Lin derdror)
l
,. a •. � >
r Class"A" Concrete I
1
INLET TYPE "A" ll
Init
U It} pip
t /�•' PER FT. 1 t
ELOPE I/4-PEH FT. SLOPE: I/2"PER FT. SLOPE G S�-�t4, 1 � #_� HED �^,EL Class A Concrete
L� 4..
u73 STONE SIDEWALK WHERE D
O w Z
Precast or Poured In Place
REQUIRE
PAVEMENT SE
TION 11S REQUIRED (•. OF SIDE DrrCH j���i�JJJ 04 � D RE I Ms OF !
BY 27.-0.. MIN � � FLOWS t t P I i n s
For Ty l t It 6
"� C�slin9
6"X 6"x 6'r TEE
to
�-
24'
HAMILTON COUNTY HIGHWAYSTANDQF�p C_R__-S__E-�T1QN SUBSURFACE DRAIN (SSD) RISER DETAIL
COLLECTOR STREET w /o C_ URB
NO SCALE ^
6" Pipt 1
Un crdr�ln '
1 >
1 I
i
• VARIATION FROM THIS SHALL BE APPROVED IN WRITING BY COUNTY ENGINEER. • '• • ° • ''. • .
+. 5'-0" WHERE REQUIRED BY ORDINANCE. e �
* • ACTUAL WIDTH TO BE BASED ON HYDRAULIC REQUIREMENT OF SPECIFIC SITE.
4:1
Normal Pool
z' S
Safety Ledge 3; y S/0pe Minimum Depth 8'
5' Bottom
POND CROSS SECTION
3 '-2 tZ
OA.
1' f
1`4 A# )r %B IfNalch(rl'A%
'B'
(NtAX)
)INIEN
1I
1' f
IONS
TW'
1 /2'
2- f
12'
16'
6'
6'
6'
21'
24'
ice•
16
i
8
6
26
30
R
Cantu/& Wolk
8
3/8N Checkered floc' Plo1e
6
31
Cavlcrele Wolk
21
16
9
12
6
36
42
24
16
10
13
6
41
aft
30
14
12
16
8
51
60
Note:
14
14
19 1
9 1
60
Transverse joints shill
be cut
with a having a
radius
o
i
..
;�//.�;
-5 5/b min.'
oT 1/4 and filled with
E
-./
,.
_'.
_
/ •:
__
r
preformed joint filler.
»
LL
m
er
ii
6"
3•- O Max.
6
6'- 0 Between Transverse
Joints
77
p &foil
- U17der
Side Walk
Drain
f�
"-0" Between Expansion
Joints (Max.)
_1
-1
scale: l = l 0
.:
4" �.
r.. ; .. :. . ; •
;�
- , . ; :
r..
Compacted
Subgrade
CONCRETE WALK SECTION
!
/ctenn,en�
S e CfrOn
InItI Typt
�r
>e VV"' II
PIPE PAY
- LENaTHI
L -
i
5It Plins
For Tpci
GI sltn9—
Init
A
Uu410 pips
VV Class A Concrete
ast or Poured In Place
c
.: tz
6'
Undctdriln '
0
1 ?
- � �Itss'�' G�rltrtlt
lnit� TypeN
(1~ 7Mii d)
(hit ScI'I)
S t t PIIns
For Tpt 1E
h5liq
�dlt{ plat
K;1; t' Class A Concrete
Precast or
Poured In Place
C
V
a
> u
V1
6` P�pc t
Undtrlr�in '
I j
Gltss b Gtncrtlt
InitI 1 p 0
pv ltd)
o L'1A1 cnaCED
3; r f.•rr
•1 Fl II
Slop,
I
'("
��'� III
D-4 Plate
A,nchor
Computed Length B END SECTION z:
Pay Length of Cuiverl LENGTH L '
10 G"4 - 't
SIDE VIEW
A
PLAN VIEW END VIES
DETAIL— METAL END SECTION
Ik NOT TO SCALE
PIPE
DIA.
OA.
1' f
'A'
V f
'B'
(NtAX)
)INIEN
1I
1' f
IONS
TW'
1 /2'
2- f
12'
16'
6'
6'
6'
21'
24'
15
16
7
8
6
26
30
R
16
8
1 10 1
6
31
36
21
16
9
12
6
36
42
24
16
10
13
6
41
aft
30
14
12
16
8
51
60
36
14
14
19 1
9 1
60