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nnMI Gf_%IML oGLVYY rlf L bC = UUIJIUt UTAMtItK NOTE: e $
ALL BEDDING AND INITIAL CKFILL M • Q " - o
•. n n u u i �
NOTE: SHALL BE INSTALLED IN 6 o PAVEMENT Z Q
D (d) MIN. Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER � _ I w LAP FABRIC
ALL BEDDING AND INITIAL BACKFILL TO 12" BALANCED LIFTS p a MIN. 12 ONTO
27' & SMALLER 3 SHALL BE INSTALLED IN 6 D = INSIDE DIAMETER d = DEPTH OF BEDDING a o PAVEMENT 2 "x2" POST (TYP.) O U
TO 12 BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE M N
30" TO 60" 4" A MINIMUM 9" CLEARANCE d = DEPTH OF BEDDING S DEL OF THE E PROVIDED O EACH �c
MATERIAL BELOW PIPE a I — ELEVATION — PAVED AREAS ELEVATION — GRASS AREAS W
66" & LARGER 6" SHALL BE PROVIDED ON EACH Z
6" #8 STONE BEDDING
SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) R
° O
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL NOTE: 5" CONC. PRECAST OR
POURED IN PLACE
SIDE VIEW SHOWING INLET SIDE VIEW SHOWING INLET O
TRENCH DETAIL (GREATER THAN 5 FROM EDGE OF PAVEMENT) (CONSTRUCTION SAME AS ABOVE) (CONSTRUCTION SAME AS ABOVE)
NO SCALE
NO SCALE INLET TYPE "A� 6" #8 STONE BEDDING Q
(TYPICAL) NOTE: 5" CONC. PRECAST OR =
POURED IN PLACE w
5 OR LESS [MIN, 6" TOPSOIL TO EARTH OR
ENSURE GRASS GROWTH A SURFACE (12" TO H" PIPES)
a
IF NOT UNDER PAVEMENT CONCRETE CURB NO SCALE INLET TYPE PJ w o
11 -1i n_IU- III -n II -11=x= N A SIDE VIEW — PAVED AREAS SIDE VIEW —GRASS AREAS Q N
III -11 III III =III- -III -I ! NOTES:
T -111 III MIN, 1,25 Bc + 12" 111 I' PIPE SIZE L ��W d5o
- I -111= " " a\o
EDGE OF PAVEMENT, CURB, II_ 15 and smaller 8 9.5 6 NON -WOVEN FILTER FABRIC ATTACHED TO ALL SIDES OF BOX,
GUTTER OR SIMILAR STRUCTURE lI =III III= 15" to 21" 14' 16' 6" to 9"
1 -1 I -111 ° �I SILT BOXES TO BE LOCATED AT EACH CATCH BASIN,
IN THE PUBLIC RIGHT -OF -WAY - 14" =11 < IC- 21 " to 30" 20' 24' 9" to 12" Z
IIEI! 30" to 36" 24' 27' 12" to 18" *DIMENSIONS OF BOX WILL VARY ACCORDING TO
12" (MIN.) THE SIZE OF INLET AND DEPTH OF BASE.
36 to 48 27 31 24 to 30
E11 ° ° a 1111 SILT BOX DETAIL °
"B" BORROW OR EQUIV. #7j(�8 CRUSHED STONE OR I III II II
GRANULAR MATERIAL APPROVED EQUIV, CLASS I a � I APRON AT
COMPACTED TO 95% BEDDING MATERIAL HAND �I I B N ZERO GRADE
STANDARD PROCTOR - 8 WASHED GRAVEL OR =11 III- A A A A NO SCALE o 0 0
III I -I TAMPED AND WALKED INTO # , ° �I Z m I)
DENSITY -III= III_ PLACE APPROVED EQUIVALENT I I " d
11111111 III_II III ,
(INDOT STD, SPECS.) 9
DIA, O (n (n 0
II- Bc -III= 4" `r - Q 0 LIJ
Q
�I I IT - - � � �_ - - - PIPE MATERIAL: -�I I -III -I _ I I 1 � � � _ 3
I,i Ifni III IIIn1 1T -ITI =1_11 111 =III= IL =7 SHALL MEET GENERAL INDUSTRY - - r o
LEGEND — — n =1 1 X11 I1 rl =11 o Y 12" c To c Q w Y
STANDARD FOR CLAY, CONCRETE, II -1 �iI1 =11ri 1= I ' o
CORRUGATED METAL, PLASTIC, OR D.O.T. SHAPED BOTTOM _ d ? MAX. SPACING 11L G C G 0
Bc = OUTSIDE DIAMETER NOTE: APPROVED EQUAL, OPEN JOINT OR 4" 4" o W 1 1/2 "R
D = INSIDE DIAMETER ALL BEDDING AND INITIAL PACKFILL PERFORATED, MIN. MIN, 111111
O2 " LANCED
SHALL 6 Y
d = DEPTH OF BEDDING i
MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE INSTALLATION REQUIRED: a
SHALL BE PROVIDED ON EACH BOTH SIDES OF ALL PAVEMENT, UNLESS PLAN VIEW 3 SECTION Y —Y
SIDE OF THE INSTALLED PIPE WAIVED IN WRITING BY INDIANAPOUS
DEPARTMENT OF TRANSPORTATION,
PLASTIC PIPE (PVC & HDPE) PIPE UNDERDRAIN APRON LENGTH GROOVED ENO ON OUTLET END
APRON LENGTH TONGUE END ON INLET END 4; FCC( Op F /`` SC OAF CONCRETE END
TRENCH DETAIL (TYPICAL INSTALLATIONS) SC SECTION _
(WITHIN 5' FROM EDGE OF PAVEMENT) NO SCALE OVERFALL NO c B- D —c 0 PIPE ° 0
NO SCALE l / OVERFALL 3 CULVERT �6 00
U 0 �
"B" BORROW 1= III - 111- TI-TI- III =L�11 III = 1_11 =111 COMPUTED LENGTH OF CULVERT _ I — O
SEE DETAIL III III - III - III - III - III - III =11 III - III -111= - z E °
(SEE i -111 n= 11111 111 - 11111 11 1_11 _111 11 I I n =11 I -1 I � 1 1 I 1 =� Q .- _ N
-III -I 11= 11x111 - III =1 I I- III =1 I =1 I =1 I -I 11 = -I 1 -I ( -I 11 1 -1 11 -111- Uj C�
i =i i Crrf =�Ci i �i i i =iii =i i_i �trE =iii =1 11 =1 �I 1 =1 1 =1 =1 1 �I =1 1 =1 1 =1 11 =1 o Q A PAY LENGTH OF CULVERT a- p N
SEE PLANS FOR 12" END CAP WITH 3:� SCOPE FILTER III IIi 111 111 111 lll - III11- III -III =III; 0 9 a of Q
PRECAST CONCRETE ADJUSTER RING " FILTER
END SECTION 1
00 TYPE OF CASTING IF NEEDED, (4 MAX.) 7 ORIFICE FABRIC ROCK CHUTE FABRIC a o LENGTH (D) a- J O c 00 N
ASPHALTIC MASTIC OR BUTYL
3 SLOPE DETAIL o
N ECCENTRIC CONE OR NO SCALE N 4t - N r, ' '
RUBBER SEAL BETWEEN JOINTS X
N 4" REDUCER CAP AS REQ'D. O — � cD Q
BY SITE CONDITIONS 3;: M
1 24 DIA. 1'-0" MIN, OVER GROOVE (OR TONGUE) TO 12'C. TO C.
Ln FULL HEIGHT MANHOLE HIGHEST PIPE DETECTOR BE THE SAME AS ON MAX. SPACING 3/4 " x12 HOOK
POST INDICATOR CHECK BOLTS GALV.
WATER
00 STEP REQUIRED ^ VALVE VALVE DESIGNATION ONREINFORCED
SUPPLY CONCRETE PIPE ASTM HOOK
N REDUCER CAP SWgLE FLOW MAIN
DIA. F ° LINE
" = 111 =11 = LONGITUDINAL SECTION
MIN. 4" DIA, SUBSURFACE 16 o.c. 5" 1 1 I-1 11=1 Q
> TILE "T" STUB WHERE REQ'D. _ FI
V
a o
O
(MIN.)
-III —III - iv
z 5' CONC. PRECAST OR
Q° POURED IN PLACE -I I I —III= ! CLASS- °A CONCREtE
PERMISSIBLE:
12" "B° BORROW — 1" COPPER PIPES E + 2T°
PREFORMED HOLE TO MAX OF PIPE
METER
_o + 6" WITH NON- SHRINK CEMENT GROUT (SEE DETAIL)
IL 12 3" MIN. METER PIT CYLINDER SECTION A —A
>� 3" MIN.
MANHOLE BASE SET--,,,,, BASE 8" PER SECTION (MIN.) PLAN VIEW
o ON 6' OF #2 STON 1
U BENCH WALLS AT MIN.
GROUT 1/2' PER FOOT SLOPE 1
8" CLASS "A" CONCRETE REINFORCED BAR #4 ® 12" O.C. INDICATOR POST
M OR AP ROVED EQUAL 0.12 in. /Ft.
-0
V o FORD METER BOX
0
3
N
a�
V)
a
I
N
-o
(D
rnrn�
V/
MANHOLE
EDGE OF PAVEMENT, CURB,
GREATER THAN 5'
IN. 6" TOPSOIL TO
B
DIA. "F"
DIA. "G"
VARIES* VARIES*
1/2 "L"
R -2
96"
GUTTER OR SIMILAR STRUCTURE MIN. 6" TOPSOIL TO
GREATER THAN
ENSURE GRASS GROWTH
TO 90'
6
54"-66"
2 "x2" POST (NP.) I 2 "x2" POST (TYP.)
is�
10 1/16
84"
IN THE PUBLIC RIGHT -OF -WAY ENSURE GRASS GROWTH
GREATER THAN
45'
TO 90'
84'
a°
TURNS UP TO
4i
to
72"
°
UP TO 45'
18
3/4" METER
5"
33 " -36"
ENCIRCLING
45'
TO 90'
NON -WOVEN FILTER FABRIC
33 " -36"
STRAIGHT THRU
Illlllllllilll-
WATER COMPANY
60"
24 " -33"
NON -WOVEN FILTER FABRIC NON -WOVEN FILTER FABRIC
45'
TO 90'
60"
24"
-
45'
R
5"
2' -0' S"
ATTACHED TO ALL SIDES ATTACHED TO ALL SIDES
�'
TO 90'
60"
A i��%
l �I I
EDGE OF PAVEMENT, CURB, (_
MIN, 1,25 Bc + 12 -1
III
!
d
„ cV „ „ (
5 24 5 OUTLET
60"
ATTACHED TO ALL SIDES
INLET INLET
=_
-� ,n
10 1/2
48"
WITHIN 5 OF EDGE OF PAVEMENT v
�II
GUTTER OR SIMILAR STRUCTURE I1 -III
= REGULAR
PIpE
a
OU LET
2 "x2" INTERIOR REINFORCEMENT 2 "x2" INTERIOR REINFORCEMENT
d
DEPTH OF BEDDING
w•rrri i w i r71r� nui rnInr- I c_nc KIfl
LEGEND =
_ -. •_ -• -- -... - - --
„ „ i
B BORROW OR EQUIV, GRANULAR NOTE:
_'
IN THE PUBLIC RIGHT -OF -WAY
BACKFILL
60
a o
° I
PIPE
.
, °•• ...............
qy'4
3 3/4
3150
MATERIAL COMPACTED TO 90% STANDARD REGULAR
BACKFILL WITHIN 5 OF EDGE OF PAVEMENT
58 1/2
-
�
� a a °e
; ;�
23 3/4
17 1/2
1,
[�
36
4
PROCTOR DENSITY, ALL OTHER A = 1,256c + 12"
15
12' (MIN.)
Q
97 3/4
72
2 "x2" (TYP.)
20
5 1/2
42
CONDITIONS REGULAR BACKFILL ALLOWABLE. OUTSIDE S' OF EDGE OF PAVEMENT
5380
21
SEE PLANS FOR
35
98
78
27 1/4
22
5 1/2
A = 1,256c
5
6550
CASTING TYPE
a
26
my
w
28 1/8
22
"B" BORROW OR EQUIV. „�
'���i/
# 8 CRUSHED STONE OR
APPROVED EQUIV. CLASS I
111-
5" 5"
c
a
PLAN — PAVED AREAS PLAN — GRASS AREAS
100
90
32 7/8
24
6 1/4
60
6
8750
30
GRANULAR MATERIAL i�� 1 /2 Bc
��
_
BEDDING MATERIAL HAND =11
�I
96
36 3/4
24
6 3/4
66
6 1/2
10630
24
78
21
99
102
35 11/16
COMPACTED TO 90% %
TAMPED AND WALKED INTO
III
24"
12520
34
78
21
99
108
38 5/8
24
7 3/4
78
7 1/2 1
14430 1
STANDARD PROCTOR , 4"
DENSITY %������.��.��.��a�� ��a�� �
_III=
PLACE IE-i11
III
!E'
I ELI
° a
114
/ (�ASTI NIA I�ITMPFOR
2 "x2 INTERIOR REINFORCEMENT 2 "x2" INTERIOR REINFORCEMENT
�" �" DncT /ND
8 1/2
84
8 1
16350 1
24
78 121
1
99 1
nnMI Gf_%IML oGLVYY rlf L bC = UUIJIUt UTAMtItK NOTE: e $
ALL BEDDING AND INITIAL CKFILL M • Q " - o
•. n n u u i �
NOTE: SHALL BE INSTALLED IN 6 o PAVEMENT Z Q
D (d) MIN. Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER � _ I w LAP FABRIC
ALL BEDDING AND INITIAL BACKFILL TO 12" BALANCED LIFTS p a MIN. 12 ONTO
27' & SMALLER 3 SHALL BE INSTALLED IN 6 D = INSIDE DIAMETER d = DEPTH OF BEDDING a o PAVEMENT 2 "x2" POST (TYP.) O U
TO 12 BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE M N
30" TO 60" 4" A MINIMUM 9" CLEARANCE d = DEPTH OF BEDDING S DEL OF THE E PROVIDED O EACH �c
MATERIAL BELOW PIPE a I — ELEVATION — PAVED AREAS ELEVATION — GRASS AREAS W
66" & LARGER 6" SHALL BE PROVIDED ON EACH Z
6" #8 STONE BEDDING
SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) R
° O
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL NOTE: 5" CONC. PRECAST OR
POURED IN PLACE
SIDE VIEW SHOWING INLET SIDE VIEW SHOWING INLET O
TRENCH DETAIL (GREATER THAN 5 FROM EDGE OF PAVEMENT) (CONSTRUCTION SAME AS ABOVE) (CONSTRUCTION SAME AS ABOVE)
NO SCALE
NO SCALE INLET TYPE "A� 6" #8 STONE BEDDING Q
(TYPICAL) NOTE: 5" CONC. PRECAST OR =
POURED IN PLACE w
5 OR LESS [MIN, 6" TOPSOIL TO EARTH OR
ENSURE GRASS GROWTH A SURFACE (12" TO H" PIPES)
a
IF NOT UNDER PAVEMENT CONCRETE CURB NO SCALE INLET TYPE PJ w o
11 -1i n_IU- III -n II -11=x= N A SIDE VIEW — PAVED AREAS SIDE VIEW —GRASS AREAS Q N
III -11 III III =III- -III -I ! NOTES:
T -111 III MIN, 1,25 Bc + 12" 111 I' PIPE SIZE L ��W d5o
- I -111= " " a\o
EDGE OF PAVEMENT, CURB, II_ 15 and smaller 8 9.5 6 NON -WOVEN FILTER FABRIC ATTACHED TO ALL SIDES OF BOX,
GUTTER OR SIMILAR STRUCTURE lI =III III= 15" to 21" 14' 16' 6" to 9"
1 -1 I -111 ° �I SILT BOXES TO BE LOCATED AT EACH CATCH BASIN,
IN THE PUBLIC RIGHT -OF -WAY - 14" =11 < IC- 21 " to 30" 20' 24' 9" to 12" Z
IIEI! 30" to 36" 24' 27' 12" to 18" *DIMENSIONS OF BOX WILL VARY ACCORDING TO
12" (MIN.) THE SIZE OF INLET AND DEPTH OF BASE.
36 to 48 27 31 24 to 30
E11 ° ° a 1111 SILT BOX DETAIL °
"B" BORROW OR EQUIV. #7j(�8 CRUSHED STONE OR I III II II
GRANULAR MATERIAL APPROVED EQUIV, CLASS I a � I APRON AT
COMPACTED TO 95% BEDDING MATERIAL HAND �I I B N ZERO GRADE
STANDARD PROCTOR - 8 WASHED GRAVEL OR =11 III- A A A A NO SCALE o 0 0
III I -I TAMPED AND WALKED INTO # , ° �I Z m I)
DENSITY -III= III_ PLACE APPROVED EQUIVALENT I I " d
11111111 III_II III ,
(INDOT STD, SPECS.) 9
DIA, O (n (n 0
II- Bc -III= 4" `r - Q 0 LIJ
Q
�I I IT - - � � �_ - - - PIPE MATERIAL: -�I I -III -I _ I I 1 � � � _ 3
I,i Ifni III IIIn1 1T -ITI =1_11 111 =III= IL =7 SHALL MEET GENERAL INDUSTRY - - r o
LEGEND — — n =1 1 X11 I1 rl =11 o Y 12" c To c Q w Y
STANDARD FOR CLAY, CONCRETE, II -1 �iI1 =11ri 1= I ' o
CORRUGATED METAL, PLASTIC, OR D.O.T. SHAPED BOTTOM _ d ? MAX. SPACING 11L G C G 0
Bc = OUTSIDE DIAMETER NOTE: APPROVED EQUAL, OPEN JOINT OR 4" 4" o W 1 1/2 "R
D = INSIDE DIAMETER ALL BEDDING AND INITIAL PACKFILL PERFORATED, MIN. MIN, 111111
O2 " LANCED
SHALL 6 Y
d = DEPTH OF BEDDING i
MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE INSTALLATION REQUIRED: a
SHALL BE PROVIDED ON EACH BOTH SIDES OF ALL PAVEMENT, UNLESS PLAN VIEW 3 SECTION Y —Y
SIDE OF THE INSTALLED PIPE WAIVED IN WRITING BY INDIANAPOUS
DEPARTMENT OF TRANSPORTATION,
PLASTIC PIPE (PVC & HDPE) PIPE UNDERDRAIN APRON LENGTH GROOVED ENO ON OUTLET END
APRON LENGTH TONGUE END ON INLET END 4; FCC( Op F /`` SC OAF CONCRETE END
TRENCH DETAIL (TYPICAL INSTALLATIONS) SC SECTION _
(WITHIN 5' FROM EDGE OF PAVEMENT) NO SCALE OVERFALL NO c B- D —c 0 PIPE ° 0
NO SCALE l / OVERFALL 3 CULVERT �6 00
U 0 �
"B" BORROW 1= III - 111- TI-TI- III =L�11 III = 1_11 =111 COMPUTED LENGTH OF CULVERT _ I — O
SEE DETAIL III III - III - III - III - III - III =11 III - III -111= - z E °
(SEE i -111 n= 11111 111 - 11111 11 1_11 _111 11 I I n =11 I -1 I � 1 1 I 1 =� Q .- _ N
-III -I 11= 11x111 - III =1 I I- III =1 I =1 I =1 I -I 11 = -I 1 -I ( -I 11 1 -1 11 -111- Uj C�
i =i i Crrf =�Ci i �i i i =iii =i i_i �trE =iii =1 11 =1 �I 1 =1 1 =1 =1 1 �I =1 1 =1 1 =1 11 =1 o Q A PAY LENGTH OF CULVERT a- p N
SEE PLANS FOR 12" END CAP WITH 3:� SCOPE FILTER III IIi 111 111 111 lll - III11- III -III =III; 0 9 a of Q
PRECAST CONCRETE ADJUSTER RING " FILTER
END SECTION 1
00 TYPE OF CASTING IF NEEDED, (4 MAX.) 7 ORIFICE FABRIC ROCK CHUTE FABRIC a o LENGTH (D) a- J O c 00 N
ASPHALTIC MASTIC OR BUTYL
3 SLOPE DETAIL o
N ECCENTRIC CONE OR NO SCALE N 4t - N r, ' '
RUBBER SEAL BETWEEN JOINTS X
N 4" REDUCER CAP AS REQ'D. O — � cD Q
BY SITE CONDITIONS 3;: M
1 24 DIA. 1'-0" MIN, OVER GROOVE (OR TONGUE) TO 12'C. TO C.
Ln FULL HEIGHT MANHOLE HIGHEST PIPE DETECTOR BE THE SAME AS ON MAX. SPACING 3/4 " x12 HOOK
POST INDICATOR CHECK BOLTS GALV.
WATER
00 STEP REQUIRED ^ VALVE VALVE DESIGNATION ONREINFORCED
SUPPLY CONCRETE PIPE ASTM HOOK
N REDUCER CAP SWgLE FLOW MAIN
DIA. F ° LINE
" = 111 =11 = LONGITUDINAL SECTION
MIN. 4" DIA, SUBSURFACE 16 o.c. 5" 1 1 I-1 11=1 Q
> TILE "T" STUB WHERE REQ'D. _ FI
V
a o
O
(MIN.)
-III —III - iv
z 5' CONC. PRECAST OR
Q° POURED IN PLACE -I I I —III= ! CLASS- °A CONCREtE
PERMISSIBLE:
12" "B° BORROW — 1" COPPER PIPES E + 2T°
PREFORMED HOLE TO MAX OF PIPE
METER
_o + 6" WITH NON- SHRINK CEMENT GROUT (SEE DETAIL)
IL 12 3" MIN. METER PIT CYLINDER SECTION A —A
>� 3" MIN.
MANHOLE BASE SET--,,,,, BASE 8" PER SECTION (MIN.) PLAN VIEW
o ON 6' OF #2 STON 1
U BENCH WALLS AT MIN.
GROUT 1/2' PER FOOT SLOPE 1
8" CLASS "A" CONCRETE REINFORCED BAR #4 ® 12" O.C. INDICATOR POST
M OR AP ROVED EQUAL 0.12 in. /Ft.
-0
V o FORD METER BOX
0
3
N
a�
V)
a
I
N
-o
(D
rnrn�
V/
MANHOLE
PIPE
4
A
B
DIA. "F"
DIA. "G"
E
1/2 "L"
R -2
96"
48"
GREATER THAN
45'
TO 90'
6
54"-66"
FILTER FABRIC
24
10 1/16
84"
42"
GREATER THAN
45'
TO 90'
84'
48
TURNS UP TO
_
II
to
72"
°
UP TO 45'
18
3/4" METER
5"
33 " -36"
ENCIRCLING
45'
TO 90'
NON -WOVEN FILTER FABRIC
33 " -36"
STRAIGHT THRU
ATTAC ED TO SIDES
WATER COMPANY
60"
24 " -33"
GREATER THAN
45'
TO 90'
60"
24"
GREATER THAN
45'
I Ifil ICI ml "' =i I_I
60"
27 " -30"
GREATER THAN
45'
TO 90'
60"
27 " -30"
24„
BOX (TYP.)
(LOCKABLE)
60"
ATTACHED TO ALL SIDES
MEff:
45'
10 1/2
48"
12 " -21 "
GREATER THAN
45'
TO 90'
48"
12 " -21
TURNS UP TO
45'
DEPTH OF BEDDING
w•rrri i w i r71r� nui rnInr- I c_nc KIfl
LEGEND =
_ -. •_ -• -- -... - - --
24"
TURNS UP TO
a°
60
18 5/16
1
.
33
3 3/4
3150
13 1/2
58 1/2
39 1/4
97 3/4
INLET
23 3/4
17 1/2
5 1/2
36
4
4100
15
63
nnMI Gf_%IML oGLVYY rlf L bC = UUIJIUt UTAMtItK NOTE: e $
ALL BEDDING AND INITIAL CKFILL M • Q " - o
•. n n u u i �
NOTE: SHALL BE INSTALLED IN 6 o PAVEMENT Z Q
D (d) MIN. Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER � _ I w LAP FABRIC
ALL BEDDING AND INITIAL BACKFILL TO 12" BALANCED LIFTS p a MIN. 12 ONTO
27' & SMALLER 3 SHALL BE INSTALLED IN 6 D = INSIDE DIAMETER d = DEPTH OF BEDDING a o PAVEMENT 2 "x2" POST (TYP.) O U
TO 12 BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE M N
30" TO 60" 4" A MINIMUM 9" CLEARANCE d = DEPTH OF BEDDING S DEL OF THE E PROVIDED O EACH �c
MATERIAL BELOW PIPE a I — ELEVATION — PAVED AREAS ELEVATION — GRASS AREAS W
66" & LARGER 6" SHALL BE PROVIDED ON EACH Z
6" #8 STONE BEDDING
SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) R
° O
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL NOTE: 5" CONC. PRECAST OR
POURED IN PLACE
SIDE VIEW SHOWING INLET SIDE VIEW SHOWING INLET O
TRENCH DETAIL (GREATER THAN 5 FROM EDGE OF PAVEMENT) (CONSTRUCTION SAME AS ABOVE) (CONSTRUCTION SAME AS ABOVE)
NO SCALE
NO SCALE INLET TYPE "A� 6" #8 STONE BEDDING Q
(TYPICAL) NOTE: 5" CONC. PRECAST OR =
POURED IN PLACE w
5 OR LESS [MIN, 6" TOPSOIL TO EARTH OR
ENSURE GRASS GROWTH A SURFACE (12" TO H" PIPES)
a
IF NOT UNDER PAVEMENT CONCRETE CURB NO SCALE INLET TYPE PJ w o
11 -1i n_IU- III -n II -11=x= N A SIDE VIEW — PAVED AREAS SIDE VIEW —GRASS AREAS Q N
III -11 III III =III- -III -I ! NOTES:
T -111 III MIN, 1,25 Bc + 12" 111 I' PIPE SIZE L ��W d5o
- I -111= " " a\o
EDGE OF PAVEMENT, CURB, II_ 15 and smaller 8 9.5 6 NON -WOVEN FILTER FABRIC ATTACHED TO ALL SIDES OF BOX,
GUTTER OR SIMILAR STRUCTURE lI =III III= 15" to 21" 14' 16' 6" to 9"
1 -1 I -111 ° �I SILT BOXES TO BE LOCATED AT EACH CATCH BASIN,
IN THE PUBLIC RIGHT -OF -WAY - 14" =11 < IC- 21 " to 30" 20' 24' 9" to 12" Z
IIEI! 30" to 36" 24' 27' 12" to 18" *DIMENSIONS OF BOX WILL VARY ACCORDING TO
12" (MIN.) THE SIZE OF INLET AND DEPTH OF BASE.
36 to 48 27 31 24 to 30
E11 ° ° a 1111 SILT BOX DETAIL °
"B" BORROW OR EQUIV. #7j(�8 CRUSHED STONE OR I III II II
GRANULAR MATERIAL APPROVED EQUIV, CLASS I a � I APRON AT
COMPACTED TO 95% BEDDING MATERIAL HAND �I I B N ZERO GRADE
STANDARD PROCTOR - 8 WASHED GRAVEL OR =11 III- A A A A NO SCALE o 0 0
III I -I TAMPED AND WALKED INTO # , ° �I Z m I)
DENSITY -III= III_ PLACE APPROVED EQUIVALENT I I " d
11111111 III_II III ,
(INDOT STD, SPECS.) 9
DIA, O (n (n 0
II- Bc -III= 4" `r - Q 0 LIJ
Q
�I I IT - - � � �_ - - - PIPE MATERIAL: -�I I -III -I _ I I 1 � � � _ 3
I,i Ifni III IIIn1 1T -ITI =1_11 111 =III= IL =7 SHALL MEET GENERAL INDUSTRY - - r o
LEGEND — — n =1 1 X11 I1 rl =11 o Y 12" c To c Q w Y
STANDARD FOR CLAY, CONCRETE, II -1 �iI1 =11ri 1= I ' o
CORRUGATED METAL, PLASTIC, OR D.O.T. SHAPED BOTTOM _ d ? MAX. SPACING 11L G C G 0
Bc = OUTSIDE DIAMETER NOTE: APPROVED EQUAL, OPEN JOINT OR 4" 4" o W 1 1/2 "R
D = INSIDE DIAMETER ALL BEDDING AND INITIAL PACKFILL PERFORATED, MIN. MIN, 111111
O2 " LANCED
SHALL 6 Y
d = DEPTH OF BEDDING i
MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE INSTALLATION REQUIRED: a
SHALL BE PROVIDED ON EACH BOTH SIDES OF ALL PAVEMENT, UNLESS PLAN VIEW 3 SECTION Y —Y
SIDE OF THE INSTALLED PIPE WAIVED IN WRITING BY INDIANAPOUS
DEPARTMENT OF TRANSPORTATION,
PLASTIC PIPE (PVC & HDPE) PIPE UNDERDRAIN APRON LENGTH GROOVED ENO ON OUTLET END
APRON LENGTH TONGUE END ON INLET END 4; FCC( Op F /`` SC OAF CONCRETE END
TRENCH DETAIL (TYPICAL INSTALLATIONS) SC SECTION _
(WITHIN 5' FROM EDGE OF PAVEMENT) NO SCALE OVERFALL NO c B- D —c 0 PIPE ° 0
NO SCALE l / OVERFALL 3 CULVERT �6 00
U 0 �
"B" BORROW 1= III - 111- TI-TI- III =L�11 III = 1_11 =111 COMPUTED LENGTH OF CULVERT _ I — O
SEE DETAIL III III - III - III - III - III - III =11 III - III -111= - z E °
(SEE i -111 n= 11111 111 - 11111 11 1_11 _111 11 I I n =11 I -1 I � 1 1 I 1 =� Q .- _ N
-III -I 11= 11x111 - III =1 I I- III =1 I =1 I =1 I -I 11 = -I 1 -I ( -I 11 1 -1 11 -111- Uj C�
i =i i Crrf =�Ci i �i i i =iii =i i_i �trE =iii =1 11 =1 �I 1 =1 1 =1 =1 1 �I =1 1 =1 1 =1 11 =1 o Q A PAY LENGTH OF CULVERT a- p N
SEE PLANS FOR 12" END CAP WITH 3:� SCOPE FILTER III IIi 111 111 111 lll - III11- III -III =III; 0 9 a of Q
PRECAST CONCRETE ADJUSTER RING " FILTER
END SECTION 1
00 TYPE OF CASTING IF NEEDED, (4 MAX.) 7 ORIFICE FABRIC ROCK CHUTE FABRIC a o LENGTH (D) a- J O c 00 N
ASPHALTIC MASTIC OR BUTYL
3 SLOPE DETAIL o
N ECCENTRIC CONE OR NO SCALE N 4t - N r, ' '
RUBBER SEAL BETWEEN JOINTS X
N 4" REDUCER CAP AS REQ'D. O — � cD Q
BY SITE CONDITIONS 3;: M
1 24 DIA. 1'-0" MIN, OVER GROOVE (OR TONGUE) TO 12'C. TO C.
Ln FULL HEIGHT MANHOLE HIGHEST PIPE DETECTOR BE THE SAME AS ON MAX. SPACING 3/4 " x12 HOOK
POST INDICATOR CHECK BOLTS GALV.
WATER
00 STEP REQUIRED ^ VALVE VALVE DESIGNATION ONREINFORCED
SUPPLY CONCRETE PIPE ASTM HOOK
N REDUCER CAP SWgLE FLOW MAIN
DIA. F ° LINE
" = 111 =11 = LONGITUDINAL SECTION
MIN. 4" DIA, SUBSURFACE 16 o.c. 5" 1 1 I-1 11=1 Q
> TILE "T" STUB WHERE REQ'D. _ FI
V
a o
O
(MIN.)
-III —III - iv
z 5' CONC. PRECAST OR
Q° POURED IN PLACE -I I I —III= ! CLASS- °A CONCREtE
PERMISSIBLE:
12" "B° BORROW — 1" COPPER PIPES E + 2T°
PREFORMED HOLE TO MAX OF PIPE
METER
_o + 6" WITH NON- SHRINK CEMENT GROUT (SEE DETAIL)
IL 12 3" MIN. METER PIT CYLINDER SECTION A —A
>� 3" MIN.
MANHOLE BASE SET--,,,,, BASE 8" PER SECTION (MIN.) PLAN VIEW
o ON 6' OF #2 STON 1
U BENCH WALLS AT MIN.
GROUT 1/2' PER FOOT SLOPE 1
8" CLASS "A" CONCRETE REINFORCED BAR #4 ® 12" O.C. INDICATOR POST
M OR AP ROVED EQUAL 0.12 in. /Ft.
-0
V o FORD METER BOX
0
3
N
a�
V)
a
I
N
-o
(D
rnrn�
V/
MANHOLE
PIPE
PIPE TURNS
A
B
DIA. "F"
DIA. "G"
E
1/2 "L"
R -2
96"
48"
GREATER THAN
45'
TO 90'
6
54"-66"
UP TO 60'
24
10 1/16
84"
42"
GREATER THAN
45'
TO 90'
84'
48
TURNS UP TO
45'
30
72"
42 " -48"
UP TO 45'
18
3/4" METER
72"
33 " -36"
GREATER THAN
45'
TO 90'
60"
33 " -36"
STRAIGHT THRU
4
WATER COMPANY
60"
24 " -33"
GREATER THAN
45'
TO 90'
60"
24"
GREATER THAN
45'
TO 90'
60"
27 " -30"
GREATER THAN
45'
TO 90'
60"
27 " -30"
TURNS UP TO
45'
(LOCKABLE)
60"
33 " -36"
TURNS UP TO
45'
10 1/2
48"
12 " -21 "
GREATER THAN
45'
TO 90'
48"
12 " -21
TURNS UP TO
45'
2190
48
24"
TURNS UP TO
45'
60
NOTES:
MANHOLE CONFORMS TO ASTM C -478
NO BRICK OR BLOCK WILL BE ALLOWED
IN MANHOLE
O -RING GASKET ASPHALTIC MASTIC
END CAP DETAIL
NO SCALE
No. 10 RING & 20" LID
OR EQUAL
FINISH GRADE
A
B
"Aft
OR BUTYL SEAL BETWEEN
E
1/2 "L"
R -2
SKIRT
12
2
530
4
24
STEPS REQUIRED FOR STORM
72 7/8
24
10 1/16
9
SEWER OVER 4 DEEP,
15
2 1/4
740
6
27
46
73
30
12 1/2
11
Q,
18
3/4" METER
990
9
27
`
FURNISHED BY
36
15 1/2
12
4
WATER COMPANY
2 3/4
1280
6" MIN,
35
38
73
42
(TYP.) CLASS
"A" CONCRETE REQ'D.
4
24
3
°
9 1/2
ANGLE VALVE
30
73 1/2
a
16 11/16
(LOCKABLE)
4 1/2
DIA.
WALL
WT, SEC:
A
B
C
0
E
R -1
R -2
SKIRT
12
2
530
4
24
48 7/8
72 7/8
24
10 1/16
9
3 1/2
15
2 1/4
740
6
27
46
73
30
12 1/2
11
3 1/2
18
2 1/2
990
9
27
46
73
36
15 1/2
12
4
21
2 3/4
1280
9
35
38
73
42
16 1/8
13
4
24
3
1520
9 1/2
43 1/2
30
73 1/2
48
16 11/16
14
4 1/2
27
3 1/4
1930
10 1/2
48
25 1/2
73 1/2
54
17 3/4
14 1/2
4 1/2
30
3 1/2
2190
12
54
19 3/4
73 3/4
60
18 5/16
15
5
33
3 3/4
3150
13 1/2
58 1/2
39 1/4
97 3/4
66
23 3/4
17 1/2
5 1/2
36
4
4100
15
63
34 3/4
97 3/4
72
24 1/16
20
5 1/2
42
4 1/2
5380
21
fi3
35
98
78
27 1/4
22
5 1/2
48
5
6550
24
72
26
98
84
28 1/8
22
5 3/4
54
5 1/2
8040
27
65
35
100
90
32 7/8
24
6 1/4
60
6
8750
30
60
39
99
96
36 3/4
24
6 3/4
66
6 1/2
10630
24
78
21
99
102
35 11/16
24
7 1/4
72
7
12520
34
78
21
99
108
38 5/8
24
7 3/4
78
7 1/2 1
14430 1
24
78
21 1
99 1
114
41 15/16
24
8 1/2
84
8 1
16350 1
24
78 121
1
99 1
120
44 13/16 1
24
9
3/4" HOSE END VALVE *TOLERANCE 1t ddp V Q
(OUTLET TURNED UP) Q
-a m
z
m 4
Q
W w
Q
� 7g�
J
W
�- —
Z Z
J_
Q
oc w _-r
LLI
z
W
3/4" HOSE END VALVE *TOLERANCE 1t ddp V Q
(OUTLET TURNED UP) Q
-a m
m 4