HomeMy WebLinkAboutC10.1 Standard DetailsMANHOLE
MAXIMUM PIPE SIZE
RT. TO MAINUNE
N.../.L V Al LA, i.Jll V 11 V1111ZV i14C.il V V 1117 1.C1 VCC11 Viz 1 11-
4 10 West Market Street, Suite 1360
y L Indianapolis, Indiana 46204 -2960
If/ Elf (317) 655 -7777 (877) 746-0749
Pittsburgh, PA Cincinnati, OH Columbus, OH
24" to 36"
60"
30"
36"
36" to 48"
72"
N
48"
48" to 54"
96"
48"
DWN BY: JCB
CHKD. BY: EAG
SCALE: N.T.S.
DATE: 10/1 2/05
72"
72" to 84"
108"
72"
84"
3' -6"
3' -0"
5"
21"
3' -11"
D
6"
NT A]
3RD.
4EL,
4' -3"
3' -8"
6"
27"
5' 6"
3' 11"
6"
30"
5' -9"
CEC PROJECT NUMBER
051872
DRAWING NUMBER
c1o
SHEET 1 4O 16
36"
MANHOLE
MAXIMUM PIPE SIZE
RT. TO MAINUNE
MAXIMUM PIPE SIZE
FOR MAINUNE
24" to 36"
60"
30"
36"
36" to 48"
72"
36"
48"
48" to 54"
96"
48"
54"
54" to 72"
102"
66"
72"
72" to 84"
108"
72"
84"
S ZE
6"
2 -6
"U
2 O
4
8"
2' -6"
2' -1
4"
10"
2' 6"
2' 3"
4"
12"
2' -9"
2' -5"
4"
15"
3' -0"
2' 8"
5"
16"
3' 3"
2' 10"
5"
18"
3' -6"
3' -0"
5"
21"
3' -11"
3' -4"
6"
24"
4' -3"
3' -8"
6"
27"
5' 6"
3' 11"
6"
30"
5' -9"
4' -4"
6"
36"
6' -3"
5' 2"
6"
42"
6' -11
8"
48"
7' -4"
9"
54"
8' -O"
9"
60"
8' -6"
9"
66"
9' -1"
9"
72"
9' -8"
10"
78"
10' -3"
10"
ID
d (MIN)
27" SMALLER
3"
30" TO 60"
4
66" LARGER
6"
DIMENSIONS (INCHES)
A
(MAX)
B
(I.D.)
C
(MIN)
18
48
25
21
48
28
24
48
31
27
60
34
30
60
38
33
60
41
36
60
44
42
60
50
TOPSOIL
a.
CO
1/2" CEMENT
MORTAR
PRE-CAST CONC.
MANHOLE
MIN.
MIN.
GRADE
LAWN AREA
1. WATER MAIN SHALL NOT BE LOCATED IN THE SAME TRENCH
AS SANITARY SEWERS. \j
2. SEPARATION OF
3 FEET WITH ANY
UTILITY
MINIMUM ANGLE OF
INTERSECTION 45?
WATER MAIN LAYING PARALLEL TO SEWER
10'
s
N
WATER MAIN /j
SEWER
CLASS "A"
CONCRETE
PAVEMENT AREA
10' MIN.
NEENAH R -1772 (SOLID) OR
NEENAH R- 3286 -8V (CURB) OR
NEENAH R -3405 PAVED AREA)
11 s‘.4 4r
•lowerdalminrs.
NOTE:
DROP PIPE MAY BE USED WITH MANHOLES TYPE H THRU N AND
SHALL BE REFERRED TO AS DROP MANHOLE TYPE H THRU N.
SPECIAL STORM MANHOLE
NOT TO SCALE
3
SANITARY OR STORM SEWER
10'
l\i SEWER
o-
a
0•
TRENCHED
IN PLACE
Ak
ANOTHER UTILITY FACILITY
(TELEPHONE, GAS, ELECTRIC,
CABLEVISION, ETC.)
WATER MAIN.
SEWER/WATER LINE SEPARATION
NOT TO SCALE
TYPICAL DEPTH OF WATER MAIN
6" TO 8" PIPE SHOULD HAVE
A MINIMUM OF 3' OF COVER
WHEN THE WATER MAIN PASSES BELOW A SANITARY SEWER OR
STORM SEWER, BOTH THE WATER MAIN AND SEWER SHALL BE
CONSTRUCTED OF SUP -ON OR MECHANICAL JOINT CAST OR
DUCTILE IRON PIPE, PRESTRESSED CONCRETE PIPE, OR PVC PIPE
EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION.
WATER MAIN CROSSING BELOW SEWER
COMPACTED
GRANULAR BACKFILL
-REDUCER CAP
6" COMPACTED #53 STONE
#4 REBAR 0 6" O.C. EACH WAY.
TRENCH SCHEDULE
PLACE 1 /2" DIA EXTRUDABLE
PREFORMED GASKET MATERIAL
IN EACH KEYWAY (SEE DETAIL)
NON- ASPHALTIC MASTIC OR
BUTYL RUBBER PLASTER
ACCEPTED ALTERNATIVE.
GASKET DETAIL
SPECIAL BACKFILL UNDER
PAVEMENT, DRIVES, WALKS
OR WHERE ORDERED TAMPED
IN 6" LAYERS
SPECIAL BACKFILL SHALL
CONFORM TO INDOT 211.02B
TABLE IS FOR ASTM D -3034, WALL THICKNESS
CLASS SDR 35 FOR 6 -15" AND ASTM
F -679 WALL THICKNESS CLASS T -1 FOR
18 -36 FOR OTHER FLEXIBLE PIPES,
MINIMUM TRENCH WIDTH "U" SHALL MEET
MANUFACTURER'S REQUIREMENTS.
NEENAH R -1772 (SOLID) 0
NEENAH R- 3286 -8V (CURB) OR
NEENAH R -3405 (PAVED AREA)
1/2" CEMENT
MORTAR
6" MIN.
PRECAST MANHOLE
SECTION
MAX. OPENING
4" GREATER
THAN O.D.
OF PIPE
PAVEMENT
AREA
LAWN
AREA
OMINAL 1/2" BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (TYPICAL)
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
NOT TO SCALE
1' -0" MINIMUM
UNDISTURBED GROUND
EXISTING PAVEMENT, SAW
CUT STRAIGHT EDGE
WARNING TAPE 18"
ABOVE NEW PIPE
UNDISTURBED EARTH
,lam �i0.111 rw.a�
41. r rlt
�ru
6" TOPSOIL
TRENCH DETAIL
FOR SEWER AND WATER MAINS
NOTES:
1 UNDER EXISTING SEWERS, WATER UNES, GAS ONES,
TELEPHONE CABLES ELECTRICAL CONDUITS, BACKFILL
WITH GRANULAR BEDDING MATERIAL TO THE CENTERLINE
OF THE EXISTING UTIUTY UNES
2. "W" IS THE MAXIMUM WIDTH FOR RIGID PIPES
"U" IS THE MINIMUM WIDTH FOR FLEXIBLE PIPES
IN ACCORDANCE WITH ASTM D -2321
ONCRETE "0" RINGS
8" PRECAST
REDUCER CAP
24" I.D. 1" I
34" OR 36" O.D.
SECTION A -A
ADJUSTING RING DETAIL
z
6" #4 REBAR 6" O.C.
EACH WAY
MANHOLE STEPS REQUIRED IF
DEPTH EXCEEDS 4' -0" (AT 16" MAX. ON CENTERS)
PLAN
"W" OR "U" AT
TOP OF PIPE
TRENCH DETAIL
TRENCH SCHEDULE
NOT TO SCALE
NON- SHRINK
GROUT
BARREL SECTION
ASTM C -478 CLASS A
REINFORCED CONCRETE
PIPE 4000 PSI
4" COMPACTED
#53 STONE
MATCH EXISTING PAVEMENT
MATERIAL AND THICKNESS
L1/2"
APPROVED EXCAVATED MATERIAL IN UNPAVED
AREAS UNLESS OTHERWISE DIRECTED
FOR FLEXIBLE PIPE WITH SOLID OF PROFILE WALLS,
GRANULAR BEDDING MATERIAL SHALL BE PLACED
AND HAND TAMPED IN 6" LAYERS TO A MINIMUM
OF 1' -0" ABOVE PIPE.
a
BED PIPE IN SPECIFIED GRANULAR
BEDDING MATERIAL HAND TAMPED IN 6" LAYERS
TO 8 TO 12 INCHES ABOVE PIPE.
BEDDING MATERIAL SHALL CONFORM
TO INDOT 903.02, SIZE NO. 8
2 #4 BARS AT 28" LONG
6" MIN. (TY'
NON- SHRINK GROUT
MAXIMUM
OPENING
THAN 0.0.
4" GREATER
OF PIPE
EDGE OF PAVEMENT, CURB-/
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
#8 COMPALTED STONE
0
34"
22"
0
PLAN VIEW
0
LAn rAnAl
,9
CROSS SECTION
PAVEMENT INLET TYPE "A"
NOT TO SCALE
LEGEND
OD OUTSIDE DIAMETER
ID INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
0
a
N
N
a
M
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE "8" BORROW OR
EQUIV. GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY FOR ENTIRE
TRENCH BACKFILL
HEAVY DUTY LAMPHOLE
CASTING W/ SOUD LID,
NEENAH R-1974 OR EQUAL
CONCRETE COLLAR
N EENAH
R -3405 (PAVED AREA) OR
R- 3286 -8V (CURB)
'uilll/11i1•1x
$2 Me'
i
n 4
DISTANCE DEFINED BY
D.O.T. REQUIREMENT
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
DEPTH OF BEDDING
MATERIAL BELOW PIPE
REINFORCED CONCRETE PIPE (RCP)
BEDDING/TRENCH DETAIL
NOT TO SCALE
COMPACTED SOIL
BACKFILL
I 6 "(TYP)
47/
OALlp
(4""1 jayi
Affefrt-Amoiviaglizer
WYE 45' BEND
4" UNDERDRAIN
NOTE:
MAXIMUM CLEANOUT SPACING TO
BE NO MORE THAN 100 FEET.
4 BARS AT v)
2 O.C., E.W.
CLEANOUT DETAIL
6" COMPACTED #53
AGGREGATE
NOT TO SCALE
0" MAX.
IF NOT WITHIN 5' OF EDGE OF
PAVEMENT: USE "B" BORROW
COMPACTED TO 90% STANDARD
PROCTOR DENSITY TO 1/6 OF
PIPE DIAMETER AND REGULAR
BACKFILL TO TOP OF TRENCH
#8 STONE OR APPROVED EQUIVALENT
BEDDING MATERIAL HAND TAMPED OR
WALKED INTO PLACE.
NOTES:
1. ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED UFTS.
2. A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
FULL HEIGHT BUTYL RUBBER COATIN
AS PER SPECIFICATION
6" MIN. STONE REQUIRED
UNDER MANHOLE BASE FOR
FINISH FLOOR LEVELING AND SUPPORT
4' MIN.
SEE UTILITY
PLAN FOR
INVERTS
FLEXIBLE PIPE
SLEEVE
PRECAST CONCRETE RINGS
FINISH GRADE
BISMATIC COATING OVER RISERS
A
0
7
FILL WITH
CONCRETE
CAST IN PLACE
OR PRECAST
SANITARY SEWER BENCH
SLOPE 1/2" PER FOOT
STANDARD MANHOLE BENCHES
NOT TO SCALE
4' -0" MIN. MANHOLE BASE FOR PRECAST
SECTION A -A
EENAH R -1642 W/SELF
SEALING UD (OR EQUAL)
6' -0" DIA. FOR CAST IN PLACE
SECTION A -A
SANITARY MANHOLE DETAIL
CLAY TOWNSHIP
NOT TO SCALE
CONCRETE
GROUT BENCH
SEWER MAIN
SEWER MAI
COMPACTED
#53 STONE
TAPERED CONE
SECTION
a
00
#4 12" EA. WAY
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a
0
45' WYE FITTING I
v
45' ELBOW
ELEVATION
LATERAL DETAIL
NOT TO SCALE
DATE:
PLAN
EXISTING GRADE
4J
0
LATERAL
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r
GLE /ss�,
N
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PE 10 II 403858
STATE OF
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