HomeMy WebLinkAbout79-96.17L
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1 I 2 I 3 4
ENCE POST
XTENSION ABOVE GROUND
IETAOVED UPON CONNECTION
SE.
zi NV 1190is" ► •,L
• I M sm 1 UPI
5 6 7 8 9 10 11
PIPE UNDERDRAIN 10' ALONG
EACH DIRECTION FROM CURB
INLETS. SEE DETAIL I PIPE Siff A 8
1P 33 + + 1
36 AN D+ 4 D +1
CSC O
COO
0o MAX. WIDTH A
0 I (2' -6" MIN.) I
it
ROLL CURB do GUTTER
NEENAH TYPE CASTING
GRADE T.C. NO. R- 3501 -N iv
ASPHALT COMPACTED #8 CRUSHED
STONE
SEWER AS
PER PLAN
24"
• "i ` " +R' .� OPENING °0 CAP NOT REQUIRED
FOR BOX STRUCTURE
D/4 OR 6" MIN.
STANDARD REINFORCED CONC. BASE
PIPE
DEPTH
M MUM SIZE STRUCTURE
STEPS REQUIRED
15" or less
0 - 3
2 x 2' Box
No
18 to 24
0 - 3
2 -fi x 2' -6 Box
No
AN Pipes
3' alt Deepw
Manhole
Yes
24 & Greater
I AR Depths
t Manhole
Yes
• Steps shall be at 8" O.C. with fkst step 18" below top of costing.
• Manholes may be required fro 24" or smaller pipes depending upon
intersection angles and number of pipes.
ROLL CURB INLET 8
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111000,
concoo
000o00
000000
coca
GRADE
T.C.
SANITARY SEWER TRENCH DETAIL 5
C801
19" 1
Grooved end an outlet end
ta>grle end an
inlet end
♦ D
FINISH GRADE
eF
_C
1:?
>e
<r
BISMA11C COATING AS
PER SPECInCATiON
CAST Of PLACE ,
OR PRECAST
NEENAH R -1642 w%SELF
TAPERED CONE
/SECTION
FILL WITH
CONS PLAN
:.i ..::.: µ O 12' EA. WAY
......
••'•••'•••'•••'•••'e••'•••'•
•e.••e..•••••••••••••e..•e.• e" MM. STONE REQUIRED
•• • •• • •• • •• • •• • •• • •• UNDER MANHOLE BASE
• I FOR LEVELING MID SUPPORT
-0' DIA FOR CAST NV RACE
NK MANHOLE BASE FOR PRECAST
SECTION A —A
SANITARY MANHOLE DETAIL 1
C801
PIPE c�oNORETE COVER At SEAL
CULVERT END SECTION
COMPUTED LENGTH OF CULVERT PLACED •BELL HOLES SHALL BE FRONDED
ON SIDE SLOPE WHEN AND THE TRENCH PREPARED SO USE W SEWER PIPE UNLESS
END PAY LENGTH �I SECTION CALLED FOR ON PLANS THAT THE BOTTOM IS PROPERLY 0qD
OF CULN3tHT I �TM (D) SUPPORTED THROUGHOUT ITS
LENGTH.
SLOPE DETAIL
—. APPROX 90'-�
STORM
NEENAHMTYPE CASTING • - -_ A ~
No. 1772 —A 9
S Jr
'.3
Groove (or tongue) to
i. CAP NOT REQUIRED be the sarn as on standard
FOR BOX STRUCTURE relh •d mete pipe
ASTM ded ration C76
CLASS 'A' CONCRETE
LONGITUDINAL SECTION
STANDARD REINFORCED CONC. BASE
PIPE
DEPTH
MNNlM SIZE STRUCTURE
STEPS REWIRED
15" or less
0 - 3'
2' x 2' Box
No
Ur t0 24
0 - 3
-6 x 2' -6" Box
No
All Pbm
3' & Dee1w
Manhole
Yes
24" alt GrsaWl
AN Depths
Manhole
Yes
• Steps shah be at 8' O.C. with Drat step 18" below top of casting.
• Manholes may be reWh d Who 24" or smaller pipes depending upon
intersection angles and nuntbsr of pipes.
STORM MANHOLE DETAIL 9
Co
REQUIIIIIED COMPACTION
X 41,011-es PROCI DENSITY 0 2321)
MOtfILL MATERIAL — [SEE NOTE)
•,
•] ] ; • •
i « •
a
OR" I
(NN Olt EXtSINC)� • — VAI
KV OR DWMG)
1
TWIC& 5MLALE SECTION "
c�o1
1 2 3 4 1 5 1 6 7 8
1
SECTION Y —Y
A
HOOK ,
BOLTS b
CLASS
I E +2T _ 1
r
CONCRETE PIPE TOE ANCHOR
DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA I
3P-11111110
A
C
D
E*
K
R
RZ
PPRO
12"
•,
•] ] ; • •
i « •
a
OR" I
(NN Olt EXtSINC)� • — VAI
KV OR DWMG)
1
TWIC& 5MLALE SECTION "
c�o1
1 2 3 4 1 5 1 6 7 8
1
SECTION Y —Y
A
HOOK ,
BOLTS b
CLASS
I E +2T _ 1
r
CONCRETE PIPE TOE ANCHOR
DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA I
�T
A
C
D
E*
K
R
RZ
PPRO
12"
1 2' 1
5'
4' -3"
6' -2"
2'-0"
1.3
101
0'
800
15'
12 1 /4'
7'
4' -0'
e' -3'
2' -6'
1.5
121
1,100
1a"
2 1/2'
11'
4' -1'
C -2"
3'-0•
1.8
15 Ilr
tY
1.300
21'
2 3/r
1 11"
3'—e'
W -3'
3'—e'
2.1
16 Ilir
13'
1,500
24'
. 3'
1' -0'
2' -6'
e' -3'
4' -0'
23
16 3116-
14"
_IAW
27'
3 1/4'
1' -1*
2' —S"
e' -3•
4' —e•
2.6
18 1/2'
14 1/2"
2Z.100
30'
3
1' —Y
1' -10"
6' -3"
5' -0'
20
16 3/16
15'
2„400
33'
3 g3/4*
1' -3'
3'—e'
B' -3'
S-6
3.1
6 1
17 1 /2"
4.100
36'
1' -5'
3' -1'
6' -3"
e' -0'
3 4
3/4"
20'
4,200
TOLERENCE
+/— 1'
�7
PRECAST CONCRETE END SECTION 6
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BEEHIVE
GRADE NEENAH (TYPE CASTING
No. R -4342
T.C.
24" •'
OPENING
4" MIN
io RISER RING
CAP NOT REQUIRED
FOR BOX STRUCTURE
STANDARD REINFORCED CONIC. BASE
PIPE
DEPTH
MINIMUM SIZE STRUCTURE
STEPS REWIRED
15" or less
0 - 3'
2' x 2' Box
No
180 to 24
0 - 3
2 -6 x r-60 Box
4" MIN
io RISER RING
CAP NOT REQUIRED
FOR BOX STRUCTURE
STANDARD REINFORCED CONIC. BASE
PIPE
DEPTH
MINIMUM SIZE STRUCTURE
STEPS REWIRED
15" or less
0 - 3'
2' x 2' Box
No
180 to 24
0 - 3
2 -6 x r-60 Box
No
All Pipes
3' do Deeper
Manhole
Yes
24" do Greaterl
All Depths
Manhole
Yes
• Steps shill beat 8" O.C. with first step 18- Delow TOP OT coaxing.
• Manholes may be required to 24" or smaller pipes depending upon
intersection on�ea and number of pipes.
BEEHIVE INLET DETAIL
csol
10
11
12
LONG RADIUS CURVE
DMAIM AS
SIMEW
ON PLANS
*SEAL
REQUIRED QUIRED FOR SEW MAIN
WYE & LATERAL CAPPING DETAIL. 2
C801
CONNECTION TO MAIN SEWER 3
2500 pal CONCRETE
BOTTOM OF TRENCH \ Peotivs View —earth out away
enp
`\ To be used when dear distance between pies
in 16' or Ism or when noted an the drawls 9&
CONCRETE CRADLE 4
0801
13
14
15
RaMoin
n
I
I
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IF
"RT tCRf'''*.
zo
�`�� ♦`'GOB �T ERF��t''''
No. �
i
-Q 920350
�- STATE OF • tv
DIANA,...•`' E
CERTIFIED BY
TINS WAY= AND TIE N]EIIS, DESI6lIS AND CONCEPTS COIrrMED
HOM ARE THE DELUSIVE N1EliMAL PROPERTY OF SO 811118
OIAIan CORPdU1TNR1 AND ARE NDT M K USED OR REPRODUCED D
IN WIOLE OR N PART, MRIQIT RE NlI1 S CQISDIT OF 01E18
011EEWi6 CWMATNIL
419M. Schneider Engineering Corporation
L�C.ide�
co P fiol�
C
3020 North post Road Engineering
Indianapolis, Indiana Surveying
46226 -0068 Landscape Architecture
317 -898 -8282 GIS • US
317 - 899 -8010 Fax Geology
A Psrtaered Entity with Boblee, rust, Gibson A Amoolates, Iso irporated
PLUM CREEH DE9ELOPMENT COMPANY UZ 6
PLUM CREEK NORTH SECTION 4
E A UTON COtwy, INDIANA
GENERAL DETAUS
Date Project No. Drawn Approv.
8/16 96 904.14 DRP
Computer Files Sheet No. A
,k \904V=\l4\CBM
(C80
sills
CONNECTION TO MAIN SEWER 3
2500 pal CONCRETE
BOTTOM OF TRENCH \ Peotivs View —earth out away
enp
`\ To be used when dear distance between pies
in 16' or Ism or when noted an the drawls 9&
CONCRETE CRADLE 4
0801
13
14
15
RaMoin
n
I
I
� [t
IF
"RT tCRf'''*.
zo
�`�� ♦`'GOB �T ERF��t''''
No. �
i
-Q 920350
�- STATE OF • tv
DIANA,...•`' E
CERTIFIED BY
TINS WAY= AND TIE N]EIIS, DESI6lIS AND CONCEPTS COIrrMED
HOM ARE THE DELUSIVE N1EliMAL PROPERTY OF SO 811118
OIAIan CORPdU1TNR1 AND ARE NDT M K USED OR REPRODUCED D
IN WIOLE OR N PART, MRIQIT RE NlI1 S CQISDIT OF 01E18
011EEWi6 CWMATNIL
419M. Schneider Engineering Corporation
L�C.ide�
co P fiol�
C
3020 North post Road Engineering
Indianapolis, Indiana Surveying
46226 -0068 Landscape Architecture
317 -898 -8282 GIS • US
317 - 899 -8010 Fax Geology
A Psrtaered Entity with Boblee, rust, Gibson A Amoolates, Iso irporated
PLUM CREEH DE9ELOPMENT COMPANY UZ 6
PLUM CREEK NORTH SECTION 4
E A UTON COtwy, INDIANA
GENERAL DETAUS
Date Project No. Drawn Approv.
8/16 96 904.14 DRP
Computer Files Sheet No. A
,k \904V=\l4\CBM
(C80