HomeMy WebLinkAbout0933.97.3E.
1
/ V
i 6^IF
I
A A
PLAN PEINFORCED
EDGE
(PIPE ARCH ,
D,MEN {
SPAN RISE I
G A
! DIMENSIONS
DIMENSIONS
!SLOPE
(APP.)IBODY
A
1'f!MAX
A
1 t
B' H I L I W
MAX.' ".5i 2t
12
16
16
7
9 1
6,
19 30:
2 5
1 PC.
7
13 16
1 7
10
6
1 23 36'
:5
1 PC.
25
16 i
16
B
12
6
28 :a21
5
11 PC.I
! 29
18 1 16
9
14,
6
32 48
2 5
11 PC.
36
22 ,
12!
16
16!
6
39 160
1 2.5 11
PC.
43
27 1
14
t,
18
8
1 46 75
2.5
1 PC.
P!PE
i DIA.
G.A.
! DIMENSIONS
SLOPE
(APP ),BODY
30" TO 60"
A
1'f!MAX
! B
H L ' W
1' 11.5±12±
12
16
6
1 6
61 21 124
2.5
ji PC.
15
16
7
1 8
6 1 26'30
2.5
'1 PC.
is
16
8
1G
6' 31 '36 1 2.5
11 PC.
i
16
9
1 12
6
36 142 1 2.5
1 PC.
4
16
101
13
6
41 1481 2.5
1 PC.
FILL WITH CONCRETE(
14
12!
16
81 51 :1601 2.5
11 PC.
En
T4
' 14
19
9 60 •72'
0
/ % NOTES:
! END SECTIONS AND TOE PLATE ANCHORS SHALL CONFORM
\ TO ALL APPLICABLE REZUIREMENTS AS SET OJT IN THE
STANDARD SPECIFICATIONS
K: IF ALL'UMINUM ALLOY PIPE CULVERT IS FURNISHED. ALUMINUM
12" C TO C 2.. NENOTYPARTSSSMALN BE ALUMINUM BE & SE S SET OUT IN THE
TGE PLATE -� I
ANCHOR I ~- STANDARD SPECIFI; a ?IONS.
W +A V.U, TiPLE PANEL BODIES SHALL HAVE LAP SEAMS WHICH SHALL
9E TiGHTLY JOINED WITH 3/8 DIA GALVAN'ZED RIVETS OR BOLTS
3'' F EIJD THE TOE PLATE ANCHOR SHALL BE CONSTRUCTED OR 10 GAGE
4 ' Fil, <<�Af GALVANIZED STEEL AND BE REQUREC ON ALL STEEL PIPE END
SLOP; SECTIONS. IT SHALL BE MATCHED- PJNCHED TO FIT HOLES IN
2 , ,. SKIRT LIP, AND SUPPLIED LOOSE, COMPLETE WITH 3/8" DIA
Ij�I N GALVANIZED BOLTS. COST THEREOF SHALL BE INCLUDED IN THE
II iI I I�{ H C ^NTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION-
WHERE
VITRIFIED' CLAY CvLVEPT OR CAST IRON CULVERT
Ij1yll!I
PIPE IS USED A PPE END SECTION" COMPARABLE TO
2" THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE
COMPL,TEC '_ENC•'H AVC+ END S" -''Oti j+ FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER
PAY LErJv-H Cl bERT' LENG-" _; +'�' ^END SECTIONS WLj. BE PAID FOR AT THE CONTRACT UNIT
PRICE EACH FOR PIPE END SECTION COMPLETE IN PLACE
S /DF 1 "P - AND ACCEPTEC
PIMPLED CONNECTION BAND MAY BE -,SEC, TO CONNECT PIPE
END SECTION TO HELICALLY CORRUGATED PIPE
cp�C!FICA rlO FOR HOOK BOL T AND NU r
j---- 5"
C JT_ 1 2 !� HCOk BOLT MATERIAL SHALL MEET THE CURRENT A.S T.M A -307. THREADS
SI-A__ BE AMERICAN STANDARD COARSE THREAD SERIES, CLASS a FREE FIT,
wA5-EP I I BO 'S SHALL BE GALVANIZED TC MEET !URRENT A.--'.V SPECIFICATION A-'5'.
(7T. r� v I ( THE THREADED PORTION SHALL NOT PREVENT TURNING THE NUT BY HAND.
15!! I I N,.T AND WASHERS SHALL BE CARBON STEEL HOT DIP GALVANIZED TO MEET
!R- 91/1613/16" I A 'S T M SPECIFICATION A -1x3. NUT THREADS SHALL BE AMERICAN STANDARD
COARSE THREAD SERIES (1/64 MAXIMUM OVERSIZE), CLEANED AI TER GALVAN!Z-
?£3/,6" \ !N.- TO PROV;DF A FREE RUNNING F!T ON THE CLASS II BOLT. NUTS SHALL BE
'/4" ACROSS FLATS, 13/16" THICK, CJRVE CROWNED TO APPROX. 1" RADI'L�,c
3 /4" 0 BAR
cr r
T
✓� !-1 L_ /�r�
O D ! ti
1
>-NEENAk R -25-51 OR EOLI4L
T.0 ELEV , —1' L-
' CONC WALL S �A '' -1
r NZ S70NE
r
-Ll 11 25 '12 DIa ; • I I I ,
►'I ~� : 4j 1314 (t)v ;
.II '� iF7 III;
I-
=1 I) • ( VAR. PIPE SIZE
r ' 18" MAX
r r I
�I I I ' � ' �► rr � . r
I r r r
4' -0" SO. CON ". BASE --±
(1) LINE 0. 116" PIPE MESH W W F.
EA R TH D I TCH/ I NL E T
EDGE OF PAVEMENT, CURB
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
B.= OUTSIDE DIAMETER
D = INSIDE DIAMETER
G = DEPTH ERIAL BELOW PIPE
D
d(MIN. )
27" k SMALLER
3
30" TO 60"
4
66" do LARGER
6
(NO SCALE)
1.25 Bc + 12"
REGULAR BACKFILL
CRUSHED STONE OR EOUIv.
ASS I GRANULAR BEDDING a
MATERIAL C
PIPE BEDDING SECTION
> 10' FROM EDGE OF PVMT. (NO SCALE)
(ti^ SCALE;.
Y-C
r - �
EMERGENCY I
SPILLWAY SEC
8
8�9 -0, 82 00' 5.1 5` 629.00'
c
"8" DEEP RIP-PAP
(1/3 Cu- Ft- MIN. SIZE)
EMERvENCY" SPILLWAY
CROSS SECTION (NO SCALE)
FILE: SP!LLWAY.DWG
RIP -RAP
—10'—
SAFETY LEDGE
SIDE-
OUTLET EROSION CONTROL
(NO SCALE)
12" MINIMUM
1 MATERIAL (ASTM D -2321-
t, SEC. 6.1.1) 14 STONE COMP.
ACCORDANCE WITH ASTM D-
921-74 SEC. 9.1.1
II �g88 �,a D/6(MIN)
8 00 ID/8.4-(MIN)
WORK SUFFICIENT MATERIAL UNDER SPRING
LINE TO PROVIDE ADEQUATE SIDE SUPPORT.
TYPICAL BEDDING SECTION
FOR PVC SE WER PIPE
PER ASTM D- 2321 -74 (NO SCALE)
ALSO APPLICABLE TO ABC TRUSS PIPE AND VITRIFIED
CLAY PIPE, CLASSES A,B,&C. (SPECIFICATION ASTM -12)
SEE PLAN FOR
FINISHED ELEVATION
2' -T 1_ 0 __j
— —,-
N W F 6x6 l/ I-
W14 x WI
COMPACTED SUBGRADE-"
CONCRETE DRAINAGE SWALE
(NO SCALE)
FILE SWALEPAV.DWG
CONCRETE SWALE
��- - - - - -- CBS' #4 "C"" BAR
5. 44 BARS TO BE ALTERNATELY BENT
CONCRETE SWALC UP STREAM AND DOWN STREAM AS SHOWN
PLAN VIEW
LUG
14,
CONCRETE SWALE, CONCRETE SWALE
FLOW LONE OF
�_✓ CONCRETE SWALE
o�T -
ro L 5. 04 BARS TO BE BENT
AS SHOWN ON PLAN VIEW
SECTION B -B
30 II 5' 3.0' + 5'� 3 0'
f I
LT stop ' I Q0 H-
CV
B- 95 p4 "L' BAR
5' II4 HARS. 6" C -C/
(SEE SECTION A -A)
T T'( L`nn C" n N' f-I n T_:1 rr T7 - TAT A T "C'I
(NO SCALE)
FILE: SWALELUG.DWG
I 31 3:1
1X 1%
I
CONCRETE DITCH
DRY DETENTION SECTION
I
j (NO SCALE)
FILE: DRYLAKE DWG
I
EDGE OF PAVEMENT.
GUTTER OR SIMILAR STRUCTURE-1
IN THE PUBLIC RIGHT -OF -WAY 1.25 + 17 (MIN )
Bc . OUTSIDE DIAMETER
D - INSIDE DIAMETER
d DEPTH OF BELOW PIPE
D
d(MIN-)
T.0
3
30' TO 80"
4
66" 8 LARGER
8
PIPE BEDDING SECTION
5 5' FROM EDGE OF PVMT (NO SCALE)
STMBED - 2. DWG
(FOR PIPE SIZES Up TO 24 ") (v` SCALE;
FILE: STORMMH14.DWG
Coil Mvwor 01•oogh F.a.r -7 AN to 6 w
MRhn FW.Onp
Call 1- 800 - 382 -5544
at.a" �4m0
Call 1- 800- 428 -5200
2 Working Days
Before You Dig.
INDIANA UNDERGROUND PROTECTION SERVICE. INC
" I T'S THE LA TY'
PER INDIANA STATE LAW IS -69 -1991, IT IS
AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING WORk.
CASTING FRAME k COVER AS SPECIFIED
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NEENAH R -2561 OR EQUAL FOR GRATE INLET
T.0
ELE`/ t NEENAH R- 1772 -C OR EQUAL FOR SOLID CASTINGS
PRECAST CONCRETE ! NEENAH R -3405 OR EOUAL FOR INLET FRAME a GRATE
ADJUSTER RING
C�
12' MAX
ASTM C -478
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NO BRICK OR BLOCK WILL
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PRECAST, REINFORCED FLAT TOP
en
- 0 -RING GASKET
I
OR CONE SECTION
-1
BUTYL RUBBER SEAL
I
BETWEEN INLET JOINTS
VAR. PIPE SIZE
JOINT TO CONFORM
TO ASTM C -443
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LIFTING RING
RECAST ONLY
POURED IN PLACE
#4 BARS -12" O C. BOTH WAYS OR PRECAST CONCRETE
STORM
'NLET /MANHOLE DETAIL
(FOR PIPE SIZES Up TO 24 ") (v` SCALE;
FILE: STORMMH14.DWG
Coil Mvwor 01•oogh F.a.r -7 AN to 6 w
MRhn FW.Onp
Call 1- 800 - 382 -5544
at.a" �4m0
Call 1- 800- 428 -5200
2 Working Days
Before You Dig.
INDIANA UNDERGROUND PROTECTION SERVICE. INC
" I T'S THE LA TY'
PER INDIANA STATE LAW IS -69 -1991, IT IS
AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING WORk.
CASTING FRAME k COVER AS SPECIFIED
s
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CONC. WALLS
24 "X24"
',
��
C�
- INLET CONFORMS TO
f REINFORCED
C
PRECAST CONCRETE
CONSTRUCTION
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NOTE:
C�
- INLET CONFORMS TO
ASTM C -478
z
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NO BRICK OR BLOCK WILL
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BE ALLOWED IN INLET
(14P-)
- 0 -RING GASKET
I
ASPHALTIC MASTIC OR
-1
BUTYL RUBBER SEAL
BETWEEN INLET JOINTS
VAR. PIPE SIZE
MAX.
z
��1g8"
Z"
4
INTEGRAL CONCRETE BASE
STANDARD STORM INLET
PIPE SIZES 12" THRU 18" (NO SCALE)
FILE: STMINL.DWG
-EROS" CONTROL SLED°FG IDRTB EROSION CONTROL SEEDING
VARWIA
VARTAe I
VAPIARLE
LL
3 5' VERTICAL DEPTH — -
ALONG SLOPES--/
PROPOSED RIP RAP PLACEMENT - ^ ' °' ` -B °Nr .:E "= :E` _ :
SCALE)
CONTROL SEbMC UM T5 EROSION CONTROL SEEDD9G
PROPOSED DITCH SECTION
(NO SCALE)
p Po1sYpTp�
10 MAX SPACING
14 GAGE VARE MESH
gSgYAQING `MAS$X 1�AEESS NED 1 1111
TIE WRES. OR NOG o..GS
FILTER FABRIC ALONG
LENGTH (NC JOMTTO S) I n y
STAPLE OR w4RDE FENCE
4'X4' TRENCCILH�L�TT�O
NED COMPACTED ,
I
I I ,
1
SILT FENCE SECTION
(NO SCALE)
file: SILTF.DWG
TYPICAL SWALE SECTION
(NO SCALE)
ALLAN H. WEIHE = RED. F E. - IN #8827
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