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D15TANCE DEFINED
BY D.O.T. REQUIREMENT
i MIN. G" TOP501L
TO ENSURE GRA55
GROWTH IF NOT
UNDER PAVEMENT
JIIIIIIIIIII MIN4MUM WIQTh, IL
EDGE OF PAVEMENT, CURD II III—
GUTTER OR 51MILAR STRUCTURE �IIIIII�III 111111
IN THE PUBLIC RIGHT-OF-WAY =111111 Ili
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE "B" BORROW OR
EQUIV. GRANULAR MATERIAL Bc
COMPACTED TO 95% STANDARD
PROCTOR DENSITY FOR ENTIRE
TRENCH BACKFILL
NOTE:
ALL INITIAL BACKFILL SHALL
LEGEND BE INSTALLED IN 6' TO 12"
BALANCED LIFTS.
Bc= OUT5IDE DIAMETER A MINIMUM 9" OF CLEARANCE
D= IN51DE DIAMETER SHALL BE PROVIDED ON EACH
d= DEPTH OF BEDDING 51DE OF THE INSTALLED PIPE.
MATERIAL BELOW PIPE
DEPTH OF BEDDING
MATERIAL BELOW PIPE
D
d (MIN)
27' 1 SMALLER
5
50" TO 60"
4
66" 4 LARGER
6
REINFORCED CONCRETE PIPE (RCP)
BEDDING DETAIL
NOT TO SCALE
PLAN
N
USE TYPE 15 OR 16
CASTING
1.92" PIPE \ > 5' PIPE
a
a PIPE
I - I
I I
ao .
SECTION A -A
TYPE "C" INLET
NOT TO SCALE
NOTES:
1. CAST -IN-PLACE OR PRECAST INLET SHALL BE
CONSTRUCTED AND INSTALLED IN ACCORDANCE
WITH THE I.N.D.O.T. STANDARD SPECIFICATIONS.
2. TYPE "C" INLET 15 INTENDED FOR USE PRIMARILY
AS A SINGLE CURS LINE INLET AT THE LOW POINT
OF A SAG VERTICAL CURVE.
5. WHEN PIPE 15 FIELD CONNECTED TO A PRECAST
UNIT, THE PRECAST UNIT SHALL INCLUDE A FIELD
POURED CLA55 "A" CONCRETE COLLAR OF A 6 INCH
MINIMUM LONGITUDINAL AND RADIAL THICKNESS,
2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET
AGGREGATE TO BE PLACED AROUND INLET END OF PIPE
5" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE
OF 5UBGRADE OR BASE UNTIL SURFACE 15 PLACED.
DWG FILE: C:\98\327\PLAN\98327SDI
PLOT SCALE: 1:24.000
L PLOT ORIGIN: 0.00.0.00
SPELLCHK:
EDIT DATE: 04/24/98
EDITED BY: ,ICS - S121
MIN. 12"
IF NOT WITHIN 5',0 EDGE OF
PAVEMENT: USE B BORROW
COMPACTED TO 90% STANDARD
PROCTOR DEN5ITY TO 1/6 OF
PIPE DIAMETER AND REG LAR
1/6 Bc BACKFILL TO TOP OF TRENCH
d
L /D15TANCE DEFINED
BY D.O.T. REQUIREMENT
I MIN. G" TOP501L
TO ENSURE GRA55
GROWTH IF NOT
UNDER PAVEMENT
ril_
I �I I MINIMUM WIC TH =
t12"
EDGE OF PAVEMENT, CURS 25Sc
III�I
GUTTER OR 51MILAR STRUCTURE I III
IN THE PUBLIC RIGHT-OF-WAY
-11111 III'
i
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE #8 CRUSHED STONE
OR APPROVED EQUIV. CLA55 1 BEDDING Bc
MATERIAL HAND TAMPED C1Z WALKED
INTO PLACE TO MIp. OF 12 ABOVE
TOP OF PIPE AND B" BORROW COMPACTED
TO 95% STANDARD PROCTOR DENSITY TO
TOP OF TRENCH.
NOTE:
ALL INITIAL BACKFILL SHALL
LEGEND BE BALANCEDLED IN LIFTS.6'� TO 12"
Bc= OUT5IDE DIAMETER A MINIMUM 9" OF CLEARANCE
D= INSIDE DIAMETER SHALL BE PROVIDED ON EACH
d= DEPTH OF BEDDING 51DE OF THE INSTALLED PIPE.
MATERIAL BELOW PIPE
DEPTH OF BEDDING
MATERIAL BELOW PIPE
°
°
•
•
°
°
TYP
°Da
O Q� O •
OQ p0 °
°
°
•
°
CLA55 A CONCRETE NEENAH R-2560 CASTING
6"MIN. VAIN.
®1919aP,
OD
R.C. PIPE
( BELL 4 SPIGOT JOINT )
NOT • SCALE
TE
4" MIN. CLA55 A CONCRETE
D
d (MIN)
27' 4 SMALLER
4
50' TO 60"
4
66' 6 LARGER
4
PLASTIC PIPE (PVC 4 HDPE)
BEDDING DETAIL
NOT TO SCALE
F-
Y
1 RADIUS TOOLED
ROUND EDGE 1 1/2" R
DITUMINOU5 BITUMINOUS --�
PAVEMENT PAVEMENTT— TOP501L :0
:. X
=11 •. 'NQ FIN15H
-III i,1 N> GRADE EX15T. N
I ;I - � _—_— GROUND cv
���•\�;�\�;N\ 100% COMPACTED
VERT. *5'5 0 24" O.C. �� 4 WELL DRAINED
HORIZ. #4'5 0 12" O.C. y\\ N %9 WELL DRAENED (111 BACKFILL
MIN. 12" (/ r -I 5UBGRADE 8" 0
- IF NOT WITHIN 5' OF EDGE OF UO E: H15 DETAIL FOR
PA APPROVED E #8 CRUSHE 16E DING CYRB5 d> 8. STANDARD y\j M C C
Q 6 x 18 CURB WILL PE y\\ = MONOLITH( CUM DETAIL
MATERIAL HAND TAMPED Op WALKED ADEQUATE FOR < 8' //\ NOT TO CALE
INTO
PIPE CND (REGULAR ABOVE BCKFILL TO
TO OF TRENCH. 8"
d
i
18"-24' CURB
NOT TO SCALE
10'-0" 10'-0"
jqj_;.Fgw Agr
FILL SAND COMPACTED
�� TO 95% BY PROCTOR
METHOD.
PIPE
LONGITUDINAL SECTION
TRENCH SECTION UNDER PAVEMENT
NOT TO SCALE
NOTES:
1.) CONTRACTOR TO CONSULT 5PECIFICATION5 FOR
COORDINATION OF MATERIALS TO BE USED.
4: 1 ` oC�£ C RIP-RAP
ON SIDE SLBE PLACED
OPE WHEN
fl(� sly f CALLED FOR ON PLANS
PIPE CONCRETE
CULVERT i END SECTION
COMPUTED LENGTH OF CULVERT
PAY LENGTH OF CULVERT END SECTION
PLAN VIEW LENGTH (D)
GROOVED END ON OUTLET END SLOPE DETAIL
TONGUE END ON INLET END
D
C B=(D-C)
d +
o a A
9" "1 1 1/21R
GROOVE (OR TONGUE) TO o
BE THE SAME AS ON STANDARD
REINFORCED CONCRETE PIPE 6' N
A5TM DE51GNATED C76
CLA55 "A' CONCRETE A
LONGITUDINAL SECTION
CONCRETE IN THESE END SECTIONS SHALL BE THE 5A*E GRADE AND STRENGTH N
AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C-76
( os set out in sfondord specifications. )
REINFOReEMENT IN THE 'C' PORTION SHALL BE THE SAME AS SPECIFIED FOR
REINFORCED CONCRETE, A.5.T.M. DESIGNATION C-76 FOR THE 51ZE
OF CONNECTING PIPE. ( as sef ouf in standard specificofions. )
REINFORCEMENT IN THE 1151 PORTION SHALL HAVE A CRO55 SECTIONAL AREA
EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C' PORTION.
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION
50 THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED
WITH MORTAR
IN 5:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE Of THE END SECTION IN A
SMOOTH, PLEASING TRANSITION APPROXIMATELY 10 -0' IN LENGTH.
VARIATIONS IN DIMENSIONS - THE THICKNE55 OR THE CONCRETE, THE P051TION
OF STEEL, AND,THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE
VARIATIONS IN!DIMEN51ON5 AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED
CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.5.T.M. DESIGNATION C-76.
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE 15 USED, A'PIPE END
SECTION' COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE
FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER EXCEPT IN AREAS OF ACID
OR MINE WATER, THEN THE USE OF METAL END SECTION IS PROHIBITED.
END 5ECTIONP WILLBE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE
END SECTION COMLETE IN PLACE AND ACCEPTED.
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END
SECTIONS. THE C05T tHEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE
PER EACH FOR 'PIPE ENC,5ECTION'.
12" C. TO C.
MAX. SPACING HOOK
BOLT
(TYP)
o
• C1"
1 1/21R CLA55'A1 CONCRETE
SECTION Y -Y E + 2T
SECTION A -A
CONCRETE PIPE TOE ANCHOR
PRECAST CONCRETE END SECTION
OTE: METAL PIPE END SECTIONS MAY BE USED WITH CONCRETE
PIPE PROVIDING THE METHOD 15 APPROVED BY THE ENGINEER
PRIOR TO INSTALLATION OF PIPE.
DIA.
(M N)
A*
C*
D*
E*
K
R1
R2
APPROX.
12"
2"
5"
4'-3"
6'-2"
2'-0"
1.3
101/8-
9"
800
15"
1 21/4"
7"
4'-0"
6'-3"
2'-6"
1.5
121/2"
11"
1100
18"
21/2-
11 "
4'-1-
6-2-
3'-0'
1.8
151/2-
12"
1300
21"
2 3/4"
11"
3'-6"
6'-3"
3'-6"
2.1
16 1/8'
13"
1500
24"
3'
12"
2'-8"
6'-3"
4'-0"
2.3
163/16-
14"
1800
27"
3 1/4*
13"
2'-5"
6'-3"
4'-6"
2.6
18 3/16"
14 1/2'
2100
30"
31/2"
14"
1'-10"
6'-3"
5'-0"
2.9
181/2"
15"
2400
33"
33/4- 1
15"
3'-6"
8'-3"
5'-6"
1 3.1
23 3/4"
17 1/2"
4100
36"
4' 1
17"
1 3'-1"
8'-3"
6'-0"
1 3.4
243/16'
20"
4200
* TOLERANCE
f1"
1TgOLED CONT%?? JOINT APPLY ANTI-9PALLING
M WIDE, MIN. /4 DEPTH
a CONC. SLAB W/ COMPOUND
BROOM FIN15H 6'
1" RADIUS -TOOLED
6x6 W1.4xW1.4xW.W.F. ROUND EDGE
•�-�'•� .-' rte; ='� �
• a.
PAVEMENT
°°
° °°0*0
�
i=1 I I=1 11=1 11=1 1=1
-' � �-1 11=1 I I I I I=1 I• ll
GRANULAR I u
FILL -1I -
6" •
Q.
r4 REBAR (CONT.)
TOP 4 BOTTOM
COMBINED CURE I WALK DETAIL
NOT TO SCALE
I \- 6' COMPACTED 4
WELL -DRAINED 5UBGRADE
CONCRETE PAVEMENT SECTION
NOT TO SCALE
NO. 111115 SURFACE
cu NO. 9 BINDER
I
u NO. 55 STONE
NO. 2 STONE
MPACTED ! WELL
DRAINED 9UBGRADE
LIGHT DUTY PAVEMENT
NOT TO SCALE
NO.11 B SURFACE
iv N0.9 BINDER
NO.55 STONE
.n NO.2 STONE
COMPACTED A WELL
DRAINED 5UBGRADE
100'
6" OR 8" 20'
TOP OF CURB TOP OF PAVEMENT
BOTTOM OF CURB VARIES W/TYPE
TRANSVERSE EXPAN51ON JOINTS OF CURB TRANSVERSE
CONTRACTION
JOINTS
CURB JOINT DETAIL
NOT TO SCALE
DATE:
04/24/98
SCALE:
A5 5HOWN
DRAWN BY:
JC5
CHK'D BY:
R.R.H.
JOB NO.
98-527