HomeMy WebLinkAbout42-96.8S
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NEENAH
TYPE
UK
A
i.
a
?
rl.
f
GRADED ARW
241
24
1022 -3 HD
R -1772 -C
EJIW
NEENAH
TYPE
UK
A
1
10$$•1 MD
R- 177 -A
MANHOLE
GRADED ARW
241
24
1022 -3 HD
R -1772 -C
MANHOLE
TRAM AREAS
=1
24
7490 -MI
R- 3501 -N
ROLL CURS
LOW POINTS
Zoe
1 Zoe
7495-LH -RH
R- 3501 -TL•TR
ROIL CURB
FLOW LEST OR RIGHT
montimstiiiim
ZS'
27"
e48q
R -1s1Z
DITCH GRATE
SWALLS
Zr
2r
2 1/2
1 pr-
21
16
9
12
s x
A
GALE
—
IN INCHES
�
W
—
W(MAX)
1f' t t
L A 1 1
W 1 2-
12
16
6
FLAT CAP
6
21
24
2 1/2
1 pc.
15
16
LO"T OF QM
a
6
26
30
2 1/2
1 pe.
1a
16
a
10
6
31
36
2 1/2
1 pr-
21
16
9
12
6
36
42
2 1/2
'•
24
16
10
I
a
41
45
2 1/2
1 PC.
30
14
12
16
a
51
60
2 1/2
1 Pe:
36
14
14
19
9
's
• 72
2 1/2
2 pr-
42
12
16
22
11
76
94
90
2 1 j"
2 1l
2 pc.
2
48
54
12
12
Is
18
27
30
V
` :':. .
'
102
sAOTU
(�
...
.•
•'- ` `;
L
33
12
57
114
1 3/4
Aor8
12
16
48- PRECAST RISER
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• • • • . • • . • xS • L• • •• • •
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SUBfMADE AOXGA E
3 M
—7.
° ' ° •
° '
16
39
12
57
126
1 1/3
3 pr.
7a
12
to
REINFORCED CONCRETE
° ° • ° ° • ° : °•e °
1s
•..••
•••�.
••• .•••.••L
•�. •�.••�• SL. •L• •L•
DEPTH VARIES
L
° 0
0
. :
O o O o ° : °
12
sueotAOE AGGREGATE
OEPM VA10ES
136
1 1 6
3 pr–
STEPS REOUNIED
or DINEWS10t1 REFERS
• • -_ i
o
o • ° • O
1
WERE DEPTH EXCEEDS
•— '•ms• :e– ••ioSe: sell
I
USE N EE NAH
TO MA)UN PPE SIZE
r
-6'.
R- 1961 -1 OR EOUAI
v/ W OR LESS ANIL
r
00 .100 • • • • • •
90• MAY K MOK
PPE
Du► IN
INCHES
GALE
DIMENSIONS W WCHES
IN INCHES
APPR=
SLOPE
W
A' A l
W(MAX)
1f' t t
L A 1 1
W 1 2-
12
16
6
6
6
21
24
2 1/2
1 pc.
15
16
7
a
6
26
30
2 1/2
1 pe.
1a
16
a
10
6
31
36
2 1/2
1 pr-
21
16
9
12
6
36
42
2 1/2
1 M
24
16
10
13
a
41
45
2 1/2
1 PC.
30
14
12
16
a
51
60
2 1/2
1 Pe:
36
14
14
19
9
60
• 72
2 1/2
2 pr-
42
12
16
22
11
76
94
90
2 1 j"
2 1l
2 pc.
2
48
54
12
12
Is
18
27
30
12
12
94
102
2
Pa
2 pe.
60
12
16
33
12
57
114
1 3/4
3 pr-
12
16
36
12
97
120
1 1/2
3 M
72
12
16
39
12
57
126
1 1/3
3 pr.
7a
12
to
42
12
57
132
1 1 4
3 -qG
6s
12
16
45
12
97
136
1 1 6
3 pr–
M PIPE SIZE A CONK. USAGE
04VANIZED STEEL PPE
TWO C40110
Round
of
121* TNv 24'
R
30' Thru 36'
MANHOLE I
4r TOW Se
mall
Is
POOL. Areh
ts'=T1' WW 56'e136'
02
03
ss-er6W Thn, 65.44- .
- � ``IIIUdUlplllllll
"'
TYPE
USE
A
B
1022 -1 HD
R- 1772 –A
MANHOLE I
D AREAS
mall
24-
W
t
ON
R- 1772 -C
=
-
TRAFFIC AREAS
d
24'
7490 -Mt
R- 3501 -N
ROIL CURB
LOW POINTS
24'
24'
7496-1.H -RH
R- 3501 -TL -TR
ROLL CURB
FLOW LEFT OR RIGHT
: 0# .:•re•i• : ( it VIII 11111
• • . • -.00 • • . - STANDARD CONNECTIONS : Type � 1 Shall Be Cw Aeoter WRh threodttd Rod ufa
••••••• •• 't•1.•'. 1
,. •• -.06 , -.04 �• -.00 • ' O 1 C D Typo / 2 Shall Be Threaded Rod Mr•Ith Rod Hdder.
.. •. •: .e ; RCP ta• 4'- Type / 3 Shall Be RMted Or Bated C nnectiew--
e .% ..% •:• 0.•..•e •.S : RCP C;
• • • • • • • • • • • • • • NOTES: • -- I N 21' 4' -0' NOTE Standard Dilnenslons For Golvanlled Steel End Sections for P4*- Arch and General Corlstntctbn
•.............. 1
�T , Notes 11oyy Be found On Mist• Standards Sheet E Dated July,19T1 for 11ce Indiana
Ewasm p•u ae restow •t Stone te" 1 1 24' 4' -0' State Highway Standard Speeiieations. 6c Indlnopalie D.O.T. Std Pion � 02 Doted March. 1972
NOTES: Ce1llreetloe pats eAe11d a ial•LI 1fi ,00cru 1 — 1 4' —D' - Dlom.
E*mmom piW we m*sd N star. telde ::� :. - ~:� -: 30' 4' -a• Finish Grads lode Seam Or Riv*td Span
Sr.bp earl a r a owl• Mat
feetrelxMle pleb eeoldd a inelrled et 10 IelOCf94 K�, ••. e. !. • + '� •' 'SR s'_ -0' Stub Shull B� Used With
�"'-
{ caUetlioe pkb me a toiled or eew w I • • '" � � � 6' -0 Outlet lE' Elevation
Std. 56at:EOr Rivrt� t1}
Speop 60 Is i' a m" fo& cont:ka*y Roared orbs to • dots of 1/27 elk
With Rip -Rop O
cad.ala pieta earl a tared a e... k PRECAST OR MONOLITHIC BOTTOM GROUT
com"* oaree aloe to o de•a of 1/2* OIL j i CONCRETE THICKNESS
TYPICAL ROLL CURB DETAIL WITH 6 -- UP o r °oE ,• 4 -; H ;-:� '• e >
. , . bat Or Weld To 9 / t W °
ROLL CURB &GUTTER REVERSED SLOPE GUTTER i __ 1r- OVER /2• DEPTH • ' ,
CONCRETE Toe Plots 1 �
Iq SCAU ! 10 Go. Metal (WA Soac.)
"° WAI I SPECIAL SH ALLOW MANHOLE
Typical Elevation Skt Up w A
TO COUNTY HIGHWAY DEPARTMENT HAMILTON COUNTY HIGHWAY DEPARTMENT N0 ScALE W/ FLAT CAP REDUCER
2=L � • ,.. Typical Cross
�hSection Typical Plan
REVISED: REVISED: - ipe .oPLoek 5san+�Or
'�'� �--- Rivtttsd Stub
A - .
REOOi� �'"�
STANDARD PLAN j RECOMENOED:
r.ln•el � asrn to –� C wytow mwn –=►�"r"�.��� .,_ „ -. f
A�PwoM! APPROY
%6141011 91WT OWL= M.nae oreeeoe C-2 ..r16.•I_:d�_ NOTES:
MOLE: INSPECT ALL SEWERS AS TO ELEVATION, END SECTIONS AND TOE PLATE ANCIMORS SHALL CONFORM 10 ALL APPLICABLE REOUREMENI>< AS
NMENT 8 JOINT BY INSPECTING
OUT IN THE STANDARD SPECWICA71�f3,
GRADIENT. ALIG
__ -__ - -- EINGTNEER PRIOR TO BACKFILL OVER PIPE 2 1/4.
IF ALUMINIUM ALLOY PIPE CULVERT Q j1JRMSHED. ALUMINUM At10'V END SECTIONS SHALL ALSO K
AREAS NOT SUBJECT TO VEHICULAR TRAFFIC MAY BE BACKFLLED WTH CLEAN FILL - USED AND ALL COMPONENTS PARTS SNMA{l BE ALUIWMUM ALLOY AS SET N THE STANDARD 1CATIONS w
MATERIAL FREE OF ANY ROCKS LARGER THAN 6- FROZEN SO4. WOOD OR OTHER ' 41271 -" � ' MULTIPLE PANEL BODIES SMALL HAVE LAP SIFAW WHICH SHALL BE TIGHTLY JOINTED W11N 4W ft
EXTRANEOUS IA/1TE1i1ALi 1 1 + - GALVANIZED RIVET$ OR BOLTS
R/1M ! PAVEIIEllT1` ' CURB GREAT PONT, � i _ 1'
!sir► llillt '`mil A/W �
THE TOE PLATE ANCHOR SMALL BE CONSTRUCTED OF 10 GAGE GALVANIZED STEEL AND BE RREARED m
CIOSTMMG GRADE SHOWN IN I ` CUTIMASHER R�9/16' 13/16' ON ALL STEEL PIPE END SECTIONS, IT SMALL BE MATCHED- PUN04ED TO HOLES N SORT LIP. AND
• .. PROFILE 6 At THIS POINT 50' dr 70' R/IN � � 7—
SUPPLIED LOOSE. COMPLETE WITH 3/W_Dia- GALVANZED BOLTS. COST rAIKOF SMALL BE NCUAED IN c
LOW POUR ' `� THE CONTRACT UNIT PRICE PER EACH OR -PIPE END SECTION'. z
or " 13/16• - -
iRp11 BAG( OF CURB AREAS SUBJECT TO
r aTwM0U3 i SURFACE r I E�OSTING GRADE N VEHICULAR TRAFFIC �� WHERE NTRi1ED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED A 'PIPE END SECTION' COMPARABLE
Pa 1' I CONC.
I BACKFILL WITH CLEAN TOP OF CUR$ 1 FLOW LINE OF C(�B
3/4' D'a. BAR TO THAT AS SHOWN FOR METAL CONCRETE SHALL BE AS APPROVED Nr THE ENGINEER
CURS GRANULAR MATERIAL
END SECTIONS WILL BE PAID FOR AT
(CURB , - PER REQUIREMENT OF TCP ( t1 SPHERICAL RADIUS C1pNTRACT UNIT PRICE FOR 'MINE ENID SECTION' COMPLETE
1 1 4' PER 1' (MM.) '/• PER i INDIANA DEPARTMENT W PLACE AND ACCEPTED.
M f • , „ OF HIGHWAYS a1G
� (MECT•iX PRO COMPACTION I _ � PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PPE END SECTION TO HELICALLY CORRUGATED PIPE. O
TO 9510 PROCTOR DENSITY — -+.•
Tom' nLL AREA "� WT AREA I r HOOK BOLT AND NUT - m o
TYPICAL r -O" C NQ� � �
ROLL CURB 1t ot17TER E' UNDER W11 1- fill MAC P-WACE COURSE 1 }'d►:. �' ii > i .. • • ;ys, c�1 M
(SEE DETAIL) 3' p MAC BINDER COURSE �' "� _ r WIN. �'.:• , -f �: 4,;; ;. . �s„if SPECIFICATION FOR HOOK BOLT AND NUT t, N
PREPARED SUBGRADE COMPACTED 9'
TO 95X MOOD PROCTER /S3 COMPACTED STONE BASE • HOOK BOLT MATERIAL SHALL MEET THE CyRRENT A.ST.M. A -307 THREADS SHALL BE AMERICAN STANDARD ^ In Lo
COARSE THREAD SERIES. CLASS u FREE FIT, BOLTS SHALL BE GALVANIZED TO MEET CURRENT A.S.T.M. 1 C)
SPECICATION A -157. THE THREADED PORTION SHALL NOT PREVENT TURNING THE NUT BY HAND. NUT AND r
8 CRUSHED STONE ` SLOPE AT BOTH SDES WASHERS SHALL BE CARBON STEEL HOT DIP GALVANIZED TO MEET A.S.T.M. SPECIFlCATiON A -1S3. r j
TYPICAL STREET SECTION APPROVED BY CITY E� NG � FRONT IF CRATE - ' NUT "THREADS SHALL BE ANISICMI STANDARD COARSE THREAD SERIES ( 1/64' Max. OVDtSIZE ). CLEANED
_ AFTER'GALVAMZING TO PROVIDE. A FREE RYNINWG FIT ON THE CLASS 11 BOLT. NUTS SHALL BE 1 1/4- ACROSS � ►�
FLATS 13/16' THICK. CURVE CROWNED In APPROXIMATELY i' RADIUS
X
HAMILTON �- , a a
'RIO >1�Ai,E CO. -- o U_
-
�- CURB INLET SETTING DETAIL _ _ _
RIGID PIPE BEDDING DETAIL (STORM} -to � . R
_ �� PEE �.. ..� "too STANDARD STEEL END CT %m Q
111 6' -0- BETWEEN TRANSVERSE JOINTS "'- -��i� NO SCALE �.- N
' 0
to
EXPANSION JOINT fr Finish Grode Iff PREFORMED
JXNT FILLER +4 J ►- Z
BQCKTIII TO NOTE; STRUCTURES TO BE CIRCULAR
UNLESS OTHERWISE SPECIFIED.
i
Outlet Elevation t
With Rip —Rap
EJW
NEENAH
TYPE
USE
A
B
1022 -1 HD
R- 1772 –A
MANHOLE I
D AREAS
mall
24-
1022-3 HO
R- 1772 -C
MANHOLE
TRAFFIC AREAS
BQCKTIII TO NOTE; STRUCTURES TO BE CIRCULAR
UNLESS OTHERWISE SPECIFIED.
i
Outlet Elevation t
With Rip —Rap
EJW
NEENAH
TYPE
USE
A
B
1022 -1 HD
R- 1772 –A
MANHOLE I
D AREAS
24-
24-
1022-3 HO
R- 1772 -C
MANHOLE
TRAFFIC AREAS
24'
24'
7490 -Mt
R- 3501 -N
ROIL CURB
LOW POINTS
24'
24'
7496-1.H -RH
R- 3501 -TL -TR
ROLL CURB
FLOW LEFT OR RIGHT
25'
27-
7010
R -3040
CURB INLET
LOW POINTS
W.
30'
6489
R -4342 DRC>H GRATE
SWALES
23'
23-
EJIW
NEENAH
- -'PIPE --
USE
A
B
1022 -1 HD
R- 1772 -A
MANHOLE
GRADED AREAS
240
24'
1022 -3 HD
R- 1772 -C
MANHOLE
TRAFFIC AREAS
24'
24-
7490-31
R- 3501 -N
ROLL CURB
LOW POINTS
24-
240
7495 -1.N-RM
R- 3501 -TL -TR
ROLL CURB
FLOW LEFT OR R04T
25'
27•
7010
R -3040
CURB INLET
LOW POINTS
30-
30'
6489
R -4342
DITCH .GRATE
SWALES.
23'
23-
CZ
04
00 uj
h- 0
Na
aQ
W z
U') Q