HomeMy WebLinkAbout05050037-42.11LI
KI
JI
HI
G
F
E
D
C
B
2
3
NEW MAIN
4 15 6 17
45' WYE FITTING
L - - -J
LATERAL
L.
45' ELBOW
WATER MAIN SEWER MAIN-/ ��
4PPING SLEEVE--7\ EXISTING
PLAN
VALVE & BOX / \ i I EXISTING GRADE
PIPE OR BEND
AS REQUIRED
— — -- - --
NOTE: I _
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
\ ONCRETE 0 RINGS
\ \� \� " 8" PRECAST
a� a REDUCER CAP
2' -0„ N F-n
1/2" CEMENT En o
MORTAR a ° a-I
6 MIN. > -I w
PRECAST MANHOLE B NON- SHRINK
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 °a oao 0
0(- X00 X00 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
co
2
BUILDING WALL
:iof
W
>
45' WYE FITTING 1 0
1 y; MINIMUM
? LATERAL
SEWER M 45' ELBOW
ELEVATION FOOTING
LATERAL DETAIL "A" 02
NOT TO SCALE C7.1
CROWN CAP W/ CONC.
1" ABOVE TOP OF PIPE 1 "
a
6 "0 STD. STEEL PIPE a N
GALVANIZED & PAINTED YELLOW,
FILLED W /CONCRETE.
W
LL -
-0" OR 2' -0 "x
2' -0 "0 x4' o_
2'- o "x4' -0" CONC. FOOTING W
SAND
BACKFILLED N
SLOPE CONCRETE 1" ABOVE
& FINISH W /STEEL TROWEL. 1 "
a ° a
t- 4
w O 4 °a a s O
a U00
\ -
\ ���
\j 4 a a °a °\ \/
\\ , a
i� a
a 4
3
4
5
2' -0"
6" DIAMETER STANDARD os
STEEL PIPE BOLLARD �� 1
NOT TO SCALE
6
DIMENSIONS
NOTES:
A
(MAX.)
B
(I. D.)
1. 2 PPE DRAIN FROM BOTTOM OF
18
48
CURB TO INLET; AGGREGATE TO BE
D p D p D
48
PLACED AROUND INLET END OF PIPE.
PLAN VIEW:
48
2. 3" MIN. DIA. PIPE TO BE KEPT
27
60
OPEN FOR DRAINAGE OF SUBGRADE OR
30
60
BASE UNTIL SURFACE IS PLACED.
6" 2' -6" 6"
3" PIPE (NOTE 2)
60
7/8„
36
3. CAST -IN -PLACE OR PRECAST INLET
44
//
SHALL BE CONSTRUCTED AND
50
SCALE: NITS
INSTALLED IN ACCORDANCE WITH INDOT
°v W z
STANDARD SPECIFICATIONS.
n
%
#4 BARS
4. TYPE "M" INLET IS INTENDED FOR
co
„
2 E W.
USE PRIMARILY AS A SINGLE CURB
W
w
Q W
LINE INLET AT THE LOW POINT OF A
L1J �
SAG VERTICAL CURVE.
iq
Q =
5. WHEN PIPE IS FIELD CONNECTED TO
LL V U
A PRECAST UNIT, THE PRECAST UNIT
="
SHALL INCLUDE A FIELD POURED
" UNDERDRAIN
CLASS "A" CONCRETE COLLAR OF A 6
v v p j
° v °" °
\� -\
LONGITUDINAL
\\ \\
RADIAL THCKNESSNGOR
BOO QOO
QO \ \j \ \�
GASKET.
\\ �� j, \ \� �\ ��/ /� \ \���%��1
6. SEE PLANS FOR TYPE OF CASTING.
4 COMPACTED
SECTION A -A:
#53 STONE
CONSTRUCTION
INLET TYPE "M"
10
NOT TO SCALE
C7.1
SHEET OF
3
4
5
2' -0"
6" DIAMETER STANDARD os
STEEL PIPE BOLLARD �� 1
NOT TO SCALE
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
6" TOPSOIL
X
8"
6" MINIMUM
PRECAST MANHOLE SECTION----1
MAXIMUM
OPENING
4" GREATER A
THAN O.D.
OF PIPE
!J
6"
* MANHOLE STEPS REQUIRED IF
DEPTH EXCEEDS 4' -0"
(AT 16" MAX. ON CENTERS)
7
8 19 A 110 11 112 113 114 115 116
cY�
VARIES
3 "x4" DOWNSPOUT
AST IRON DOWNSPOUT SHOE
(NEENAH R- 4925 -F OR APPROVED EQUAL)
FINISHED GRADE
\�\ M UFACTURER'S STANDARD
TRANSITIONAL COUPLING �
1 4" DIA. PVC PIPE
i
4 "X6" PVC ENLARGER
�6" 90' PVC ELBOW 8 "x6" 45' PVC WYE
- - - VA--- - - - —
\\-6" DIA. PVC PIPE 6" 45' PVC ELBOW
PROFILE VIEW
TYPICAL ROOF DRAIN DETAIL o3
NOT TO SCALE C7.1
x6" 45' PVC WYE
DIA. PVC PIPE
8" DIA. PVC PIPE
10' MIN. 3'
TRENCHED
GRADE IN PLACE
\\ \ \ \ \ \ ANOTHER (TELEPHONE, GAS, UTILITY FACILITY ELECTRIC,
CABLEVISION, ETC.)
\\ \ \ \\ \\ \\
i� WATER MAIN.
1. WATER MAIN SHALL NOT BE X
LOCATED IN THE SAME TRENCH
AS SANITARY SEWERS, WITH ANY
2. SEPARATION OF 3 FEET W
UTILITY REQUIRED. SANITARY OR STORM SEWER
WATER MAIN LAYING PARALLEL TO SEWER
S
WATER MAIN
MINIMUM ANGLE OF
INTERSECTION = 45? 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
■ Z
00 � D °
a a a o
C b
n
O.D. + V-0 I ( SEWER (TYPS
E�,
CLASS 150 MECH. JOINT °� ° °
DUCTILE IRON PIPE FLEXIBLE COUPLING
FLEXIBLE COUPLING OR ADAPTOR
CONCRETE COLLAR) OR ADAPTOR CONC. COLLAR
WATER MAIN CROSSING SEWER
-L SEWER/WATER LINE SEPARATION o4
DISTANCE DEFINED BY
D.O.T. REQUIREMENTS NOT TO SCALE C
IN. 6" TOPSOIL TO ENSURE
PAEMENROWTH IF NOT UNDER
i MINIMUM WIDTH = /\
\\ 1.25 OD + 12" \\
EDGE OF PAVEMENT, CURB
GUTTER N� THE OR PUBLIC RIGHT ROFTWAY \j \ \\ GRANULAR MATERIAL COMPACTED "B" BORROW OR EQUIVALENT
TO 95% MODIFIED PROCTOR
DENSITY TO TOP OF TRENCH IF
\\ - 12" LESS THAN OR WITHIN 5' OF
� a MIN EDGE OF PAVEMENT. IF GREATER
O O THAN 5' FROM EDGE OF PAVEMENT,
#8 STONE OR APPROVED �� AREA TO BE BACKFILLED WITH
EQUIVALENT. BBEDDING MATERIAL HAND O CLEAN MATERIAL THAT SHALL
} TAMPED OR WALKED INTO PLACE TO A a \0 a CONTAIN NO MORE THAN 10%
MIN. OF 12" ABOVE TOP OF PIPE. OD PASSING A No. 200 SEIVE. j \(
LAC
LEGEND a \1 4» INSTALLATION REQUIRED
,
1 " 7"
9"
NEENAH R- 1980 -C OR APPROVED EQUAL.
MANHOLE STEP o7
NOT TO SCALE C7.1
NEENAH
R -3010
'L- #4 REBAR 6" O.C.
EACH WAY
CURB MANHOLE 11
NOT TO SCALE C7.1
8
8" PRECAST REDUCER CAP
W ~o
tY Q -I
to
_---- -NON- SHRINK
GROUT
BARREL SECTION
ASTM C -478 CLASS A
REINFORCED CONCRETE PIPE
4000 PSI
00t5 5z
\V-N COMPACTED
#53 STONE
www.civil- designs.com
i
OD = OUTSIDE DIAMETER OF PIPE Ci
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) 08
BEDDING/TRENCH DETAIL C7.1
NOT TO SCALE
34" _
22"
HOLE SIZE
VARIES
PLAN VIEW
6" TOPSOIL
NEENAH
R -3010
1. EXTENDING 20 FROM STORM INLETS
OR MANHOLE WHERE SHOWN ON THE
UTILITY & GRADING PLAN.
2. PIPE MATERIAL PER INDIANA DEPT. OF
TRANSPORTATION SPECS. No. 718.02
#8 WASHED -/
Z
�T 0q
3"
N
d
P76& LARGER
N
M
PLAN VIEW
6" TOPSOIL
NEENAH
R -3010
1. EXTENDING 20 FROM STORM INLETS
OR MANHOLE WHERE SHOWN ON THE
UTILITY & GRADING PLAN.
2. PIPE MATERIAL PER INDIANA DEPT. OF
TRANSPORTATION SPECS. No. 718.02
#8 WASHED -/
DISTANCE DEFINED BY
D.O.T. REQUIREMENT
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
a UNDER PAVEMENT
/
EDGE OF PAVEMENT, CURBJ / MINIMUM WIDTH =
GUT HE PUBLIC SIMILAR STRUCTURE � 1.25 OD + 12" \ \�
2 #4 BARS AT _
28" LONG
\ a
a \ \\ .\ \ . \ \ \'
6" MIN. (TYP.) a 2" MIN.
NON - SHRINK GROUT
<7777777 ° #4 BARS AT
MAXIMUM 12 „ O.C., E.W. w
OPENING
4” GREATER
THAN O.D.
OF PIPE a
4" UNDERDRAIN
Al
CROSS SECTION 4" COMPACTED
#53 STONE
CURB INLET TYPE "A" 12
NOT TO SCALE G7.1
12
13
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 909 MODIFIED
COMPACTED TO 95% MODIFIED PROCTOR DENSITY TO 1/6 OF
PROCTOR DENSITY FOR ENTIRE PIPE DIAMETER AND REGULAR
TRENCH BACKFILL 4JOD BACKFILL TO TOP OF TRENCH
Oo°aa oaa d
DEPTH OF BEDDING #8 STONE OR APPROVED EQUIVALENT
MATERIAL BELOW PIPE BEDDING MATERIAL HAND TAMPED OR
WALKED INTO PLACE.
LEGEND
OD = OUTSIDE DIAMETER
ID = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
ID
Z
�T 0q
3"
DaOooaDa
a
P76& LARGER
I
N
ao
Z
��
---4" DIAMETER PERFORATED
4" 4„
MIN. MIN.
HIGH DENSITY
POLYETHLENE PIPE
WITH "HIGHWAY SOCK
O
FILTER"
4" PIPE UNDERDRAIN o9
UNDER PAVEMENT '
NOT TO SCALE
DISTANCE DEFINED BY
D.O.T. REQUIREMENT
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
a UNDER PAVEMENT
/
EDGE OF PAVEMENT, CURBJ / MINIMUM WIDTH =
GUT HE PUBLIC SIMILAR STRUCTURE � 1.25 OD + 12" \ \�
2 #4 BARS AT _
28" LONG
\ a
a \ \\ .\ \ . \ \ \'
6" MIN. (TYP.) a 2" MIN.
NON - SHRINK GROUT
<7777777 ° #4 BARS AT
MAXIMUM 12 „ O.C., E.W. w
OPENING
4” GREATER
THAN O.D.
OF PIPE a
4" UNDERDRAIN
Al
CROSS SECTION 4" COMPACTED
#53 STONE
CURB INLET TYPE "A" 12
NOT TO SCALE G7.1
12
13
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 909 MODIFIED
COMPACTED TO 95% MODIFIED PROCTOR DENSITY TO 1/6 OF
PROCTOR DENSITY FOR ENTIRE PIPE DIAMETER AND REGULAR
TRENCH BACKFILL 4JOD BACKFILL TO TOP OF TRENCH
Oo°aa oaa d
DEPTH OF BEDDING #8 STONE OR APPROVED EQUIVALENT
MATERIAL BELOW PIPE BEDDING MATERIAL HAND TAMPED OR
WALKED INTO PLACE.
LEGEND
OD = OUTSIDE DIAMETER
ID = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
ID
d (MIN)
27" & SMALLER
3"
30" TO 60"
4„
-7
P76& LARGER
6"
NOES:
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
BEDDING/TRENCH DETAIL
NOT TO SCALE
4
5
16
n
V
Civil Designs
2415 Directors Row Ste.E
Indianapolis, In 46241
317 - 244 -1968
FAX- 244 -1969
0
( IN FEET )
1 inch = ft.
(ASSUMED NORTH)
REVISION RECORD
O
O
O
0
1
�
`��r11I111���
O N C • /y
�P:Q��\STFR�O�'p�
No
PE10300058
STATE OF
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►—f ar, or, C . f 1 J
DATE: 3 1 1 8 1 2005
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—
DWN_BY: ,JRD
Ll.l�z
CHKD. BY: ACH
SCALE: NITS
DATE: 3/18/2005
NOES:
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
BEDDING/TRENCH DETAIL
NOT TO SCALE
4
5
16
n
V
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
C7.1
SHEET OF