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NEW MAIN
4
EXISTING
�- WATER MAIN SEWER MAI
%PPING SLEEVET
VALVE & BOX -7\
PIPE OR BEND
AS REQUIRED
IMA
NOTE:
BENDS &FITTINGS AS REQUIRED.
SEE PLAN SHEETS FOR DETAILS.
CONNECTION TO EXISTING WATER MAIN
NOT TO SCALE
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
PAVEMENT LAWN
AREA AREA
SEE PLANS FOR TYPE 6" TOPSOIL
OF CASTING AND FRAME
"
l \ ONCRETE 0 RINGS
8" PRECAST
a REDUCER CAP
1/2 CEMENT 2' -0" En t-=
a
MORTAR W W o o0
6" MIN. j •I sp
PRECAST MANHOLE NON- SHRINK
B
SECTION GROUT
*C
MAX. OPENING BARREL SECTION '
4 GREATER A ASTM C -478 CLASS A
THAN O.D. REINFORCED CONCRETE
OF PIPE PIPE 4000 PSI
a 4a tea° °0
0 v00 v00 X00 0 X00 �0 4" COMPACTED
#53 STONE
6" #4 REBAR 6" O.C.
EACH WAY
* MANHOLE STEPS REQUIRED IF
DEPTH EXCEEDS 4' -0" (AT 16" MAX. ON CENTERS)
STORM MANHOLE o5
NOT TO SCALE C7.1
36"
2 #4 BARS
AT 28" LONG
2"
PIPE (NOTE 1
NON- SHRINK GROUT—
MAXIMUM
OPENING
4 " GREATER
THAN O.D.
OF PIPE
1 2
5 16 _ 17
45' WYE FITTING
--
< i LATERAL
145' ELBOW
PLAN
EXISTING GRADE
\ / \ \/\ BUILDING WALL
�W
>
45' WYE FITTING v
'a-
1 % MINIMUM
O
LATERAL
SEWER MAI 45' ELBOW
ELEVATION FOOTING
LATERAL DETAIL "A" 02
NOT TO SCALE C7.1
CROWN CAP W/ CONC.
1" ABOVE TOP OF PIPE
6 "0 STD. STEEL PIPE
GALVANIZED & PAINTED YELLOW,
FILLED W /CONCRETE.
2' -0 "0 x4' -0" OR 2' -0 "x
2'- O "x4' -0" CONC. FOOTING
SLOPE CONCRETE 1" ABOVE
& FINISH W /STEEL TROWEL.
1"
a
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°
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BACKFILLED
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°
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°
2' -0"
6" DIAMETER STANDARD os_
STEEL PIPE BOLLARD C7'1
4
NOT TO SCALE
7
DIMENSIONS
(INCHES)
N OTES:
D
C
(MIN.)
1. Z'r PIPE DRAIN FROM BOTTOM OF
48
25
CURB TO INLET: AGGREGATE TO BE
C> F > °
28
PLACED AROUND INLET END OF PIPE.
PLAN VIEW:
31
2. 3" MIN. DIA. PIPE TO BE KEPT
60
34
OPEN FOR DRAINAGE OF SUBGRADE OR
60
38
BASE UNTIL SURFACE IS PLACED.
6" 2' -6"
6"
3" PIPE (NOTE 2)
36
7/8"
44
3. CAST -IN -PLACE OR PRECAST INLET
60
_
SHALL BE CONSTRUCTED AND
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!1/1111110
Rw o , C. NJ
INSTALLED IN ACCORDANCE WITH INDOT
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STANDARD SPECIFICATIONS.
Q
A
B
4. TYPE "M" INLET IS INTENDED FOR
0 02
O.C., E.W.
USE PRIMARILY AS A SINGLE CURB
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LINE INLET AT THE LOW POINT OF A
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SAG VERTICAL CURVE.
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5. WHEN PIPE IS FIELD CONNECTED TO
A PRECAST UNIT, THE PRECAST UNIT
="
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SHALL INCLUDE A FIELD POURED
-MM
" UNDERDRAIN
CLASS "A" CONCRETE COLLAR OF A 6
j
INCH MINIMUM LONGITUDINAL AND
GRANULAR MATERIAL COMPACTED
RADIAL THICKNESS, OR A RUBBER
05 -110
GASKET.
6. SEE PLANS FOR TYPE OF CASTING.
TO 95% MODIFIED PROCTOR
PLAN NUMBER
SECTION A -A:
4" COMPACTED
SHEET OF
#53 STONE
" „
INLET TYPE M 10
+NOT TO SCALE
C7.1
4
NOT TO SCALE
7
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
1 50
0
s
0
VARIES
3 "x4" DOWNSPOUT
CAST IRON DOWNSPOUT SHOE
(NEENAH R- 4925 -F OR APPROVED EQUAL)
- FINISHED GRADE
\\ \ \ \\
// —/ MANUFACTURER'S STANDARD /i. // /
TRANSITIONAL COUPLING \
- 4" DIA. PVC PIPE
I
4 "X6" PVC ENLARGER
�6" 90' PVC ELBOW 8 "x6" 45' PVC WYE
- - - -1�- -- -- -
\\-6" DIA. PVC PIPE 6" 45' PVC ELBOW)
PROFILE VIEW
TYPICAL ROOF DRAIN DETAIL o3
NOT TO SCALE C7.1
1" 7" 1"
9„
NEENAH R- 1980 -C OR APPROVED EQUAL.
MANHOLE STEP 67
NOT TO SCALE C7.1
12
13
14
15 116
10' MIN. 3'
TRENCHED
GRADE IN PLACE
OTHER UTLITY
x6" 45' PVC WYE /i \� \ \ \ \ / \ \� \ \ \ / ((TELE HONE! GAS, ELIECTRIC,
CABLEVISION, ETC.)
NOTES: //� /// /// /// WATER MAIN.
DIA. PVC PIPE 1. WATER MAIN SHALL NOT BE �j\
LOCATED IN THE SAME TRENCH //
AS SANITARY SEWERS. %� \� / /\ \//
2. SEPARATION OF 3 FEET WITH ANY
UTILITY REQUIRED. SANITARY OR STORM SEWER
WATER MAIN LAYING PARALLEL TO SEWER
8" DIA. PVC PIPE
MINIMUM ANGLE OF
INTERSECTION = 45 ?,
a 4 a
O.D. + V -0" c
Min. (Typ.)
a a a
CONCRETE COLLAR
6" TOPSOIL NEENAH
R -3010
8" PRECAST REDUCER CAP
8" --- - - - - --
v 2' -0" j ° a wit o
6" MINIMUM—' a 1
i0
PRECAST MANHOLE SECTIO ------------ 6 ----------- NON- SHRINK
GROUT
MAXIMUM *C
OPENING BARREL SECTION
4" GREATER q ASTM C -478 CLASS A
THAN O.D. REINFORCED CONCRETE PIPE
OF PIPE 4000 PSI
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�A 4 " COMPACTED
#53 STONE
* MANHOLE STEPS REQUIRED IF #4 REBAR 6" O.C.
DEPTH EXCEEDS 4' -0" EACH WAY
(AT 16" MAX. ON CENTERS)
CURB MANHOLE 11
NOT TO SCALE C7.1
7 8 9^
d
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WATER MAIN
TYPICAL DEPTH OF WATER MAIN
1/2" TO 8" PIPE SHOULD HAVE
4 - 6" OF COVER, 10" AND
LARGER PIPE SHOULD HAVE
4' OF COVER.
,
10' 10
WATER MAIN
0
SEWER I o
0
CLASS 150 MECH. JOINT FLEXIBLE COUPLING
FLEXIBLE COUPLING DUCTILE IRON PIPE OR ADAPTOR
OR ADAPTOR CONC. COLLAR
WATER MAIN CROSSING SEWER
SEWER/WATER LINE SEPARATION 04
NOT TO SCALE c
4° INSTALLATION REQUIRED
ODv
-OUTSIDE DIAMETER OF PIPE
ID = INSIDE DIAMETER OF PIPE
NOTES:
1. ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
PLASTIC PIPE (PVC & HDPE) r08
BEDDING/TRENCH DETAIL c7.1
NOT TO SCALE
HOLE SIZE
VARIES
6" TOPSOIL
34"
22"
DISTANCE DEFINED BY
27" & SMALLER
3"
N
D.O.T.
REQUIREMENTS
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REVISION RECORD
IN. 6" TOPSOIL TO
ENSURE
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GRASS GROWTH IF NOT UNDER
4 a 4
PAVEMENT
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DATE: 3 10 7005
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MINIMUM WIDTH
LU
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EDGE OF PAVEMENT, CURB �j\ '
1.25 00 + 12"
\��
"B"
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GUTTER OR SIMILAR STRUCTURE ,\
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BORROW OR EQUIVALENT
IN THE PUBLIC RIGHT OF WAY \ /
GRANULAR MATERIAL COMPACTED
05 -110
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TO 95% MODIFIED PROCTOR
PLAN NUMBER
C711.1
SHEET OF
DENSITY TRENCH IF
�\
LESS THAN OR WITHIN OF
L3\
0�
12 "
MIN.
EDGE OF PAVEMENT. IF GREATER
DO��
THAN 5' FROM EDGE OF PAVEMENT,
#8 STONE OR APPROVED
��
AREA TO BE BACKFILLED WITH
EQUIVALENT. BEDDING MATERIAL HAND
aO a
CLEAN MATERIAL THAT SHALL
TAMPED OR WALKED INTO PLACE TO A
MIN. OF 12" ABOVE TOP OF PIPE.
0
O�
OD
PASSNIG AONo.0200TSEVE.O%
6" TOPSOIL NEENAH
R -3010
8" PRECAST REDUCER CAP
8" --- - - - - --
v 2' -0" j ° a wit o
6" MINIMUM—' a 1
i0
PRECAST MANHOLE SECTIO ------------ 6 ----------- NON- SHRINK
GROUT
MAXIMUM *C
OPENING BARREL SECTION
4" GREATER q ASTM C -478 CLASS A
THAN O.D. REINFORCED CONCRETE PIPE
OF PIPE 4000 PSI
a o a Z
�A 4 " COMPACTED
#53 STONE
* MANHOLE STEPS REQUIRED IF #4 REBAR 6" O.C.
DEPTH EXCEEDS 4' -0" EACH WAY
(AT 16" MAX. ON CENTERS)
CURB MANHOLE 11
NOT TO SCALE C7.1
7 8 9^
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www.civil- designs.com
S
WATER MAIN
TYPICAL DEPTH OF WATER MAIN
1/2" TO 8" PIPE SHOULD HAVE
4 - 6" OF COVER, 10" AND
LARGER PIPE SHOULD HAVE
4' OF COVER.
,
10' 10
WATER MAIN
0
SEWER I o
0
CLASS 150 MECH. JOINT FLEXIBLE COUPLING
FLEXIBLE COUPLING DUCTILE IRON PIPE OR ADAPTOR
OR ADAPTOR CONC. COLLAR
WATER MAIN CROSSING SEWER
SEWER/WATER LINE SEPARATION 04
NOT TO SCALE c
4° INSTALLATION REQUIRED
ODv
-OUTSIDE DIAMETER OF PIPE
ID = INSIDE DIAMETER OF PIPE
NOTES:
1. ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
PLASTIC PIPE (PVC & HDPE) r08
BEDDING/TRENCH DETAIL c7.1
NOT TO SCALE
HOLE SIZE
VARIES
6" TOPSOIL
34"
22"
PLAN VIEW
NEENAH
R -3010
1. EXTENDING 20 FROM STORM INLETS
OR MANHOLE WHERE SHOWN ON HE
UTILITY & GRADING PLAN.
2. PIPE MATERIAL PER INDIANA DEPT. OF
TRANSPORTATION SPECS. No. 718.02
#8 WSTONE /
-
�000Ua Q
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DD
4" 4„ —4" DIAMETER PERFORATED
HIGH DENSITY
MIN. MIN. POLYETHLENE PIPE
WITH "HIGHWAY SOCK
FILTER"
4" PIPE UNDERDRAIN o9
UNDER PAVEMENT c '
NOT TO SCALE
DISTANCE DEFINED BY
D.O.T. REQUIREMENT
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
ER OROSIMILARMSTRUCTURE MINIMUM \ //� 2 00 WIDTH _ /�
GIN THE PUBLIC RIGHT -OF -WAY \ j
2 #4 BARS AT
28" LONG
6" MIN. (TTY P.) a 2" MIN. �
NON- SHRINK GROUT
#4 BARS AT
MAXIMUM 12" O.C., E.W.
OPENING Qf-
4 " GREATER >
THAN O.D.
OF PIPE '� " a
4" UNDERDRAIN
ao j \/
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CROSS SECTION 4" COMPACTED
#53 STONE
CURB INLET TYPE "All-11-2
NOT TO SCALE C7.1
IF WITHIN 5 OF EDGE OF IF NOT WITHIN 5' OF EDGE OF
PAVEMENT, USE "B" BORROW OR PAVEMENT: USE "B" BORROW
EQUIV. GRANULAR MATERIAL ID COMPACTED TO 90% MODIFIED
COMPACTED TO 95% MODIFIED PROCTOR DENSITY TO 1/6 OF
PROCTOR DENSITY FOR ENTIRE PIPE DIAMETER AND REGULAR
TRENCH BACKFILL JOD BACKFILL TO TOP OF TRENCH
OaoaD oa0 d
1. DEPTH OF BEDDING #8 STONE OR APPROVED EQUIVALENT
MATERIAL BELOW PIPE BEDDING MATERIAL HAND TAMPED OR
WALKED INTO PLACE.
LEGENp
OD = OUTSIDE DIAMETER
ID = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
ID
d (MIN)
27" & SMALLER
3"
N
4„
66" & LARGER
o
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PLAN VIEW
NEENAH
R -3010
1. EXTENDING 20 FROM STORM INLETS
OR MANHOLE WHERE SHOWN ON HE
UTILITY & GRADING PLAN.
2. PIPE MATERIAL PER INDIANA DEPT. OF
TRANSPORTATION SPECS. No. 718.02
#8 WSTONE /
-
�000Ua Q
N Z
DD
4" 4„ —4" DIAMETER PERFORATED
HIGH DENSITY
MIN. MIN. POLYETHLENE PIPE
WITH "HIGHWAY SOCK
FILTER"
4" PIPE UNDERDRAIN o9
UNDER PAVEMENT c '
NOT TO SCALE
DISTANCE DEFINED BY
D.O.T. REQUIREMENT
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
ER OROSIMILARMSTRUCTURE MINIMUM \ //� 2 00 WIDTH _ /�
GIN THE PUBLIC RIGHT -OF -WAY \ j
2 #4 BARS AT
28" LONG
6" MIN. (TTY P.) a 2" MIN. �
NON- SHRINK GROUT
#4 BARS AT
MAXIMUM 12" O.C., E.W.
OPENING Qf-
4 " GREATER >
THAN O.D.
OF PIPE '� " a
4" UNDERDRAIN
ao j \/
/ •
CROSS SECTION 4" COMPACTED
#53 STONE
CURB INLET TYPE "All-11-2
NOT TO SCALE C7.1
IF WITHIN 5 OF EDGE OF IF NOT WITHIN 5' OF EDGE OF
PAVEMENT, USE "B" BORROW OR PAVEMENT: USE "B" BORROW
EQUIV. GRANULAR MATERIAL ID COMPACTED TO 90% MODIFIED
COMPACTED TO 95% MODIFIED PROCTOR DENSITY TO 1/6 OF
PROCTOR DENSITY FOR ENTIRE PIPE DIAMETER AND REGULAR
TRENCH BACKFILL JOD BACKFILL TO TOP OF TRENCH
OaoaD oa0 d
1. DEPTH OF BEDDING #8 STONE OR APPROVED EQUIVALENT
MATERIAL BELOW PIPE BEDDING MATERIAL HAND TAMPED OR
WALKED INTO PLACE.
LEGENp
OD = OUTSIDE DIAMETER
ID = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
ID
d (MIN)
27" & SMALLER
3"
30" TO 60'
4„
66" & LARGER
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( IN FEET )
1 inch = ft.
(ASSUMED NORTH)
W
REVISION RECORD
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No
= PE10300058 =
STATE OF
•
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!1/1111110
Rw o , C. NJ
DATE: 3 10 7005
v Q
DWN BY: JRD
CHKD. BY: ACH
SCALE: NTS
W
DATE: 3/18/2005
NOTES:
1. ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
REINFORCED CONCRETE PIPE (RCP)13
C2Cnnmrz/TPr-Ki `.w n;=TAII C
NOT TO SCALE
10 11 12 13 14 15 16
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Civil Designs
2415 Directors Row Ste.E
Indianapolis, In 46241
317 - 244 -1968
FAX- 244 -1969
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PROJECT NUMBER
05 -110
DESIGN PHASE
CONSTRUCTION
PLAN NUMBER
C711.1
SHEET OF
1