HomeMy WebLinkAboutC7 Details & SpecsDATE: 11/20/02
DRAWN TAT
A T
CHECKED
BY:
SCALE: N T S.
DRA WING
FILE: 02 -248
JOB 02 -248
NO:
PIPE SIZE
8' TO 15'
18' OVER
BEDDING BELOW
THE PIPE BARREL
0. D. /4
MIN. 4'
0. D. /4
MAX 8'
PIPE SIZE
8' TO
15'
18' OVER
BEDDING BELOW
THE PIPE BARREL
0. D. /4
MIN.
4'
0. D. /4
MAX
8'
#8 CRUSHED STONE OR #8
FRACTURED FACE AGGREGATE
HAND TAMPED OR WALKED IN
TO 1/2 0.D. 12' PER SPECS.
4' MIN.
(BELOW THE BARREL)
FLEXIBLE PIP
(PVC
MIN. WIDTH
1,25(0. 0,) 12'
0. D.
BE
BP
ND SCALE
3' MIN.
#8 CRUSHED STONE OR #8
FRACTURED FACE AGGREGATE,
BELL HOLE EXCAVATED
CLEAN GRANULAR MATERIAL
#8 CRUSHED STONE OR #8
FRACTURED FACE AGGREGATE
HAND TAMPED OR WALKED IN
TO 1/2 0. D, PER SPECS.
1/2 0. a
LC BELOW THE BELL)
DI \G DETAIL
PIP_)
4' MIN.
(BELOW THE BARREL)
RIGID P
(C
IP
#8 CRUSHED STONE OR #8
FRACTURED FACE AGGREGATE,
BELL HOLE EXCAVATED
BEDDI \G
CR =T= PIP
NO SCALE
CLEAN GRANULAR MATERIAL
#8 CRUSHED STONE OR #8
FRACTURED FACE AGGREGATE
HAND TAMPED OR WALKED IN
TO 1/2 0. D., PER SPECS,
1/2 0. D.
C BELOW THE BELL)
DETAIL_
POSSIBLE
INLET PIPE
PAVEMENT SECTION
AS SPECIFIED
24"
CASTING TYPE
ELEV. AS NOTED
NOTE: 6'' CONC. PRECAST OR
POURED IN PLACE
INLET TYPE "A" (MODIFIED)
(12" TO 18" PIPES)
I \LET DETAIL
NO SCALE
OUTLET
PIPE
CLASS "A"
CONCRETE
6 "0 STEEL POST
FILLED W/ CONCRETE
FINISH SURFACE
18 "0 CONCRETE
FOOTING
GUARD POST (BOLLARD) DETAIL
(NO SCALE)
N
N
2 "R
PAVEMENT SECTION
AS NOTED
CONCRETE CLASS "A"
8"
CONCRETE CURB DETAIL
(NO SCALE)
GRASS AREA 2
COMPACTED
BACKFILL
SEE NOTE
4" MIN.
TYPICAL SEWER TRENCH
SECTION
(TRENCH SIDE SLOPES)
1:2 OVER 16'
1:3 TO 16'
1:6 TO 12'
1:12 TO 8'
COMPACTED NO. 6 THROUGH
NO. 9 AGGREGATE
TYPICAL SEWER TRENCH
SECTION UNDER PAVEMENT
BEDDING FOR PIPE AS FOLLOWS:
FLEXIBLE PIPE D -2321 CLASS 1, 2, 3 RIGID
PIPE ASTM C -12 CLASS A, B, OR C
SANITARY SEWER TRENCH DETAILS
A MIN. 4" DIA. PIPE CLEANOUT SHALL
BE INSTALLED WITHIN THREE (3) FEET
OF' OUTSIDE BUILDING WALL. A PLUG
SPECIFIED BY THE PIPE MANUFACTURER
SHALL BE USED TO ENSURE 100X
WATERTIGHTNESS.
3' FROM
BUILDING
(TYPICAL)
1/8 BEND
PLAN VIEW
TRUNK LINE
LATERAL MINIMUM
SIZE 6"
1/8 BEND
SERVICE WYE
MIN. FALL
1/4" PER FT.
BELL HOLES SHALL BE
PROVIDED UNDER PIPE
ELEVATION
1" C. I. LOCATOR
ROD OR MAGNETIC
TAPE INSTALLED
30'
RIGHT -OF -WAY
LINE
SERVICE CONNECTION FOR SHALLOW SEWERS
(LESS THAN 15' DEEP)
BUILDING
LATERAL
MINIMUM
SIZE 4"
COMPACTION OF GRANULAR
BACKFILL IS CRITICAL UNDER
WYE AND BEND. IF PROPER
COMPACTION CANNOT BE
ACHIEVED, PLACE A MIN. OF
6" OF CLASS B CONCRETE
AROUND 1/8 BEND.
PAVEMENT SECTION
AS NOTED
1/2" CUT JOINT
CONSTRUCTION
6X6- 1.4 /1.4WWM
SLOPE 1/4" /FT.
0.4
12" GRANULAR BACKFILL
3 —CONT. #4BARS
MONOLITHIC CURB WALK
(NO SCALE)
UNDISTURBED
SUBGRADE
BACKFILL WITH TOPSOIL
TO 1" BELOW TOP OF CURB
N.)
NATIVE
BACKFILL
COMPACTED SUBGRADE PER INDIANA DEPARTMENT
OF HIGHWAY SPECIFICATIONS, SECTION 207.
CHAIRBACK CONCRETE CURB
(NO SCALE)
if)
TAPERED CURVE
BACK OF CURB
PAVEMENT
DEPRESSED HANDICAPPED RAMP DETAIL
(NO SCALE)
TAPERED CURVE
POSSIBLE
INLET PIPE
PAVEMENT SECTION
AS SPECIFIED
000C)0
a c a c
OC.
0
0 0
C O
I\
Cr)
24"
PY
CASTING TYPE
ELEV. AS NOTED
C l i a
C 0 0
0
000
000
0 G
0�
00
0 a:
00
•G
NOTE: 6" CONC. PRECAST OR
POURED IN PLACE
INLET TYPE "B"
(21" TO 30" PIPES)
LET DETAIL_
NO SCALE
OUTLET
PIPE
CLASS "A"
CONCRETE
5' SIDEWALK
1_, j j-
II III
=II=
UNDISTURBED SUBGRADE OR
COMPACTED GRANULAR BACKFILL
FINISH GRADE
4' THICK IN GRASS
6' THICK IN PAVEMENT
CONCRETE SIDEWALK DETAIL
(NO SCALE)
DRIVE
SEE PAVEMENT
CROSS- SECTION
FOR DETAIL
s
MIN.
2 "R.
18"
COMPACTED SUBGRADE PER INDIANA DEPARTMENT
OF HIGHWAY SPECIFICATIONS, SECTION 207.
DEPRESSED CONCRETE CURB
(NO SCALE)
i
cc
O
CLEANOUT ADAPTOR WITH
THREADED CAP
8" (TYP.
6
IN
45' ELBOW WITH
PUSH ON JOINTS
CLEA\
FINISH GROUND
OR FINISH PAVEMENT
45' WYE FOR CLEANOUTS ON RUN
45' ELBOW WITH "PUSH —ON" JOINTS FOR
"DEAD —END" CLEANOUTS
T DETAIL_
ND SCALE
RISER PIPE TO BE SAME SIZE AND
SPECIFICATION AS HORIZONTAL
PIPE
COMPACTED
BACKFILL
ENCASED ELBOW
C IN CONCRETE (3000 P.S.I.)
0
z
oa
12"
ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL BETWEEN JOINTS
FULL HEIGHT MANHOLE
STEPS AS SPECIFIED
0 -RING GASKET
ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL AT JOINTS
MIN. 4" DIAMETER
SUBSURFACE TILE
"T" STUB WHERE
REQUIRED
BASE 6" OR 8"
PER SECTION
3" MIN.
Pr
r
r
10.1
I
I
SEE TABLE 404 -2
I
16" TYP.
/tit
#4 RE -BARS 12 "O.C.
EACH WAY (STEEL MESH AREA=
0.12 SQ.IN. /SQ.FT. OR APPROVED EQUAL)
CASTING FRAME AND
COVER AS SPECIFIED
PRECAST CONCRETE
ADJUSTER RINGS IF
NEEDED (4 MAX.)
SEE DETAIL FIG. 400 -05
5" MIN.
STANDARD MANHOLE FOR PIPE SIZES 12" thru 24"
(NO SCALE)
ECCENTRIC CONE OR
REDUCER CAP AS
REQUIRED BY SITE
CONDITIONS. CONE TOP
TO MATCH ADJUSTING
RING PROFILE.
PRECAST CONCRETE
SECTIONS
PREFORMED HOLE TO
MAX. OF PIPE O.D. +6"
W/ NON- SHRINK
CEMENT GROUT
BENCH WALLS AT
MIN. 1/2" PER FOOT
t rAfr SLOPE
„`r""'� MANHOLE BASE SET
ON 6" OF #8 OR
#2 STONE
NOTE:
MANHOLE CONFORMS
TO ASTM C478
STA\ DAR 3 HA\
DI —CAP PAINT' \G SCHEN
E
REVISION DATES
L)
SHEET NO.
7
OF
C7 8
ZZ/ Q2"
SPECIFICATIONS SHEET
MICHIGAN ROAD 106th STREET
HAMILTON COUNTY, INDIANA
1:12 SLOPE
"BROOM FINISH"
1:12 SLOPE
TAPERED CURB
TAPERED CURB
CURB
c
a
CURB
#8 CRUSHED STONE OR #8
FRACTURED FACE AGGREGATE
HAND TAMPED OR WALKED IN
TO 1/2 0.D. 12' PER SPECS.
4' MIN.
(BELOW THE BARREL)
FLEXIBLE PIP
(PVC
MIN. WIDTH
1,25(0. 0,) 12'
0. D.
BE
BP
ND SCALE
3' MIN.
#8 CRUSHED STONE OR #8
FRACTURED FACE AGGREGATE,
BELL HOLE EXCAVATED
CLEAN GRANULAR MATERIAL
#8 CRUSHED STONE OR #8
FRACTURED FACE AGGREGATE
HAND TAMPED OR WALKED IN
TO 1/2 0. D, PER SPECS.
1/2 0. a
LC BELOW THE BELL)
DI \G DETAIL
PIP_)
4' MIN.
(BELOW THE BARREL)
RIGID P
(C
IP
#8 CRUSHED STONE OR #8
FRACTURED FACE AGGREGATE,
BELL HOLE EXCAVATED
BEDDI \G
CR =T= PIP
NO SCALE
CLEAN GRANULAR MATERIAL
#8 CRUSHED STONE OR #8
FRACTURED FACE AGGREGATE
HAND TAMPED OR WALKED IN
TO 1/2 0. D., PER SPECS,
1/2 0. D.
C BELOW THE BELL)
DETAIL_
POSSIBLE
INLET PIPE
PAVEMENT SECTION
AS SPECIFIED
24"
CASTING TYPE
ELEV. AS NOTED
NOTE: 6'' CONC. PRECAST OR
POURED IN PLACE
INLET TYPE "A" (MODIFIED)
(12" TO 18" PIPES)
I \LET DETAIL
NO SCALE
OUTLET
PIPE
CLASS "A"
CONCRETE
6 "0 STEEL POST
FILLED W/ CONCRETE
FINISH SURFACE
18 "0 CONCRETE
FOOTING
GUARD POST (BOLLARD) DETAIL
(NO SCALE)
N
N
2 "R
PAVEMENT SECTION
AS NOTED
CONCRETE CLASS "A"
8"
CONCRETE CURB DETAIL
(NO SCALE)
GRASS AREA 2
COMPACTED
BACKFILL
SEE NOTE
4" MIN.
TYPICAL SEWER TRENCH
SECTION
(TRENCH SIDE SLOPES)
1:2 OVER 16'
1:3 TO 16'
1:6 TO 12'
1:12 TO 8'
COMPACTED NO. 6 THROUGH
NO. 9 AGGREGATE
TYPICAL SEWER TRENCH
SECTION UNDER PAVEMENT
BEDDING FOR PIPE AS FOLLOWS:
FLEXIBLE PIPE D -2321 CLASS 1, 2, 3 RIGID
PIPE ASTM C -12 CLASS A, B, OR C
SANITARY SEWER TRENCH DETAILS
A MIN. 4" DIA. PIPE CLEANOUT SHALL
BE INSTALLED WITHIN THREE (3) FEET
OF' OUTSIDE BUILDING WALL. A PLUG
SPECIFIED BY THE PIPE MANUFACTURER
SHALL BE USED TO ENSURE 100X
WATERTIGHTNESS.
3' FROM
BUILDING
(TYPICAL)
1/8 BEND
PLAN VIEW
TRUNK LINE
LATERAL MINIMUM
SIZE 6"
1/8 BEND
SERVICE WYE
MIN. FALL
1/4" PER FT.
BELL HOLES SHALL BE
PROVIDED UNDER PIPE
ELEVATION
1" C. I. LOCATOR
ROD OR MAGNETIC
TAPE INSTALLED
30'
RIGHT -OF -WAY
LINE
SERVICE CONNECTION FOR SHALLOW SEWERS
(LESS THAN 15' DEEP)
BUILDING
LATERAL
MINIMUM
SIZE 4"
COMPACTION OF GRANULAR
BACKFILL IS CRITICAL UNDER
WYE AND BEND. IF PROPER
COMPACTION CANNOT BE
ACHIEVED, PLACE A MIN. OF
6" OF CLASS B CONCRETE
AROUND 1/8 BEND.
PAVEMENT SECTION
AS NOTED
1/2" CUT JOINT
CONSTRUCTION
6X6- 1.4 /1.4WWM
SLOPE 1/4" /FT.
0.4
12" GRANULAR BACKFILL
3 —CONT. #4BARS
MONOLITHIC CURB WALK
(NO SCALE)
UNDISTURBED
SUBGRADE
BACKFILL WITH TOPSOIL
TO 1" BELOW TOP OF CURB
N.)
NATIVE
BACKFILL
COMPACTED SUBGRADE PER INDIANA DEPARTMENT
OF HIGHWAY SPECIFICATIONS, SECTION 207.
CHAIRBACK CONCRETE CURB
(NO SCALE)
if)
TAPERED CURVE
BACK OF CURB
PAVEMENT
DEPRESSED HANDICAPPED RAMP DETAIL
(NO SCALE)
TAPERED CURVE
POSSIBLE
INLET PIPE
PAVEMENT SECTION
AS SPECIFIED
000C)0
a c a c
OC.
0
0 0
C O
I\
Cr)
24"
PY
CASTING TYPE
ELEV. AS NOTED
C l i a
C 0 0
0
000
000
0 G
0�
00
0 a:
00
•G
NOTE: 6" CONC. PRECAST OR
POURED IN PLACE
INLET TYPE "B"
(21" TO 30" PIPES)
LET DETAIL_
NO SCALE
OUTLET
PIPE
CLASS "A"
CONCRETE
5' SIDEWALK
1_, j j-
II III
=II=
UNDISTURBED SUBGRADE OR
COMPACTED GRANULAR BACKFILL
FINISH GRADE
4' THICK IN GRASS
6' THICK IN PAVEMENT
CONCRETE SIDEWALK DETAIL
(NO SCALE)
DRIVE
SEE PAVEMENT
CROSS- SECTION
FOR DETAIL
s
MIN.
2 "R.
18"
COMPACTED SUBGRADE PER INDIANA DEPARTMENT
OF HIGHWAY SPECIFICATIONS, SECTION 207.
DEPRESSED CONCRETE CURB
(NO SCALE)
i
cc
O
CLEANOUT ADAPTOR WITH
THREADED CAP
8" (TYP.
6
IN
45' ELBOW WITH
PUSH ON JOINTS
CLEA\
FINISH GROUND
OR FINISH PAVEMENT
45' WYE FOR CLEANOUTS ON RUN
45' ELBOW WITH "PUSH —ON" JOINTS FOR
"DEAD —END" CLEANOUTS
T DETAIL_
ND SCALE
RISER PIPE TO BE SAME SIZE AND
SPECIFICATION AS HORIZONTAL
PIPE
COMPACTED
BACKFILL
ENCASED ELBOW
C IN CONCRETE (3000 P.S.I.)
0
z
oa
12"
ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL BETWEEN JOINTS
FULL HEIGHT MANHOLE
STEPS AS SPECIFIED
0 -RING GASKET
ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL AT JOINTS
MIN. 4" DIAMETER
SUBSURFACE TILE
"T" STUB WHERE
REQUIRED
BASE 6" OR 8"
PER SECTION
3" MIN.
Pr
r
r
10.1
I
I
SEE TABLE 404 -2
I
16" TYP.
/tit
#4 RE -BARS 12 "O.C.
EACH WAY (STEEL MESH AREA=
0.12 SQ.IN. /SQ.FT. OR APPROVED EQUAL)
CASTING FRAME AND
COVER AS SPECIFIED
PRECAST CONCRETE
ADJUSTER RINGS IF
NEEDED (4 MAX.)
SEE DETAIL FIG. 400 -05
5" MIN.
STANDARD MANHOLE FOR PIPE SIZES 12" thru 24"
(NO SCALE)
ECCENTRIC CONE OR
REDUCER CAP AS
REQUIRED BY SITE
CONDITIONS. CONE TOP
TO MATCH ADJUSTING
RING PROFILE.
PRECAST CONCRETE
SECTIONS
PREFORMED HOLE TO
MAX. OF PIPE O.D. +6"
W/ NON- SHRINK
CEMENT GROUT
BENCH WALLS AT
MIN. 1/2" PER FOOT
t rAfr SLOPE
„`r""'� MANHOLE BASE SET
ON 6" OF #8 OR
#2 STONE
NOTE:
MANHOLE CONFORMS
TO ASTM C478
STA\ DAR 3 HA\
DI —CAP PAINT' \G SCHEN
E
REVISION DATES
L)
SHEET NO.
7
OF
C7 8
ZZ/ Q2"
SPECIFICATIONS SHEET
MICHIGAN ROAD 106th STREET
HAMILTON COUNTY, INDIANA