HomeMy WebLinkAbout04090009-10.11PAVEMENT
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GRADE (TYP)
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COMPACTED OR UNDISTURBED SUBGRADE
CONCRETE DITCH DETAIL
SEALED
EXPANSION
JOINT
6' -0"
CURB
SECTION A —A
d-
It
x
5' -0" 5' -0'
** 6' -0' if X < 48' A 4' -0" MINIMUM ** 6' -0' if X < 48'
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AW DEEP DETECTAKE WARNING
PATTERN PER ADA 4292
CONCRETE CURB TAPERED
DOWN TO GRADE AT RAMP PLAN VIEW
HMDICAR QA.p DETAIL
NO SCALE
I I STORM INLET
I NEENAH TYPE CASTING
NO. R -3405
T. C. r ASPHALT
�- 6" STONE BASE
PAVED AREA INLET
VAR PIPE SIZE
18" MAX
rLr CONCRETE WALK
6"
GRADE SLOPE:
1/4 PER FOOT 1/4- R
-'r; l' PAVEMENT
_
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SCORE 1/4- R -`' '
COMPACTED do8o
SUBGRADE �P°•
6'
CONCRETE CURB AND WALK
1%4" PER GRADE 00T
MIN. -1/8 PER FOOT
SEE WYE & LATERAL
CAPPING DETAIL
30'
USE 6" SEWER PIPE MIN
UNLESS OTHERWISE
SPECIFIED
APPROX. 90'
ISOMETRIC PLAN
LONG RADIUS
SECTION A —A
DIAMETER AS SPECIFIED
f ON PLAN OR SCHEDULE
PLAN VIEW
CONNECTION TO MAIN SEWER
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NEENAHMTYPE CASTING
No. 1772 -A
6' 'B" BORROW STANDARD FOWORCED CONIC. BASE
STORM MANHOLE DETAI L
12" MIN. THICKNESS OF RIPRAP
(STONE SIZE 6" OR LARGER)
POLYFELT TS700 FILTER FABRIC —/
(OR EQUAL)
FILTER FABRIC TO BE
TURNED DOWN
RIPRAP /FILTER CLOTH DETAIL
APPROX. 90'
FINISH GRADE
CLEANOUT PLUG
6" PIPE
LONG RADIUS
Z
m
cV
GROUND SURFACE
CONCRETE ENCASED
SPRING LINE
OF PIPE
d
SANITARY SEWER LATERAL
TYPICAL CLEAN OU T DETAIL
DIRECTION
OF FLOW
NOTES
1. AVERAGE STONE SIZE FOR RIPRAP TO BE 6'.
2. MINIMUM THICKNESS OF RIPRAP TO BE 12'.
3. GEOTEXTILE TO BE POLYFELT TS700 OR
APPROVED EQUAL
PLAN VIEW
PIPE 4 W END
CULVERT SECTION
RIPRAP & GEOTEXTILE -
UNDER END SECTION
TOE ANCHOR
CROSS SECTION
I,
La
OR TO EDGE OF
SAFETY LEDGE
3
G
CONNECT TO EXISTING SERVICE
OR PLUG FOR FUTURE SERVICE.
PLUG SHALL BE ABLE TO PASS
AIR PRESSURE TEST REQUIRED
FOR SEWER MAIN.
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PIPE
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(d)Min.
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COMPACTED TO 95X
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STANDARD PROCTOR
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100
:,. r;J �iM!ii•.- %'? -%mot
DENSITY
TRANSVERSE JOINTS
z
O
2
GREATER THAN 5' FROM
STORM MANHOLE DETAI L
12" MIN. THICKNESS OF RIPRAP
(STONE SIZE 6" OR LARGER)
POLYFELT TS700 FILTER FABRIC —/
(OR EQUAL)
FILTER FABRIC TO BE
TURNED DOWN
RIPRAP /FILTER CLOTH DETAIL
APPROX. 90'
FINISH GRADE
CLEANOUT PLUG
6" PIPE
LONG RADIUS
Z
m
cV
GROUND SURFACE
CONCRETE ENCASED
SPRING LINE
OF PIPE
d
SANITARY SEWER LATERAL
TYPICAL CLEAN OU T DETAIL
DIRECTION
OF FLOW
NOTES
1. AVERAGE STONE SIZE FOR RIPRAP TO BE 6'.
2. MINIMUM THICKNESS OF RIPRAP TO BE 12'.
3. GEOTEXTILE TO BE POLYFELT TS700 OR
APPROVED EQUAL
PLAN VIEW
PIPE 4 W END
CULVERT SECTION
RIPRAP & GEOTEXTILE -
UNDER END SECTION
TOE ANCHOR
CROSS SECTION
I,
La
OR TO EDGE OF
SAFETY LEDGE
3
G
CONNECT TO EXISTING SERVICE
OR PLUG FOR FUTURE SERVICE.
PLUG SHALL BE ABLE TO PASS
AIR PRESSURE TEST REQUIRED
FOR SEWER MAIN.
mama
PIPE
S
(d)Min.
memo
W
mu
J
Z
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6'
W
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COMPACTED TO 95X
RIPRAP do GEOTEXTILE
(SEE NOTES)
RIPRAP DETAIL ® END SECTION
SAFETY LEDGE
SEE LAKE CROSS
SEC11ON FOR DETAIL
4'
1'
I I
PREPARED SUBGRADE R/W LINE
TYPICAL SIDEWALK SECTION
NOT TO SCALE
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
NTH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
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PIPE
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(d)Min.
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COMPACTED TO 95X
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STANDARD PROCTOR
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DENSITY
TRANSVERSE JOINTS
z
O
2
GREATER THAN 5' FROM
EDGE OF PAVEMENT
48' —O"
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK- DETAIL
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2' H.A.C. BINDER
6' #53 STONE
PREPARED SUBGRADE PER INDOT Na 207
TYPICAL PAVEMENT SECTION
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6" #53 STONE BASE
• PREPARED SUBGRADE PER INDOT No. 207
CONCRETE PAVEMENT SECTION
EDGE OF PAVEMENT,
CURB, GUTTER, OR
SIIlII.AR STRUCTURE
IN THE PUBLIC R/W
GREATER
THAN 5'
REGULAR BACITILL
DUMPSTER PAD
MN. 6' TOPSOIL.
TO ENSURE GRASS
GROM
EDGE OF PAVEMENT,
CURB, GUTTER, OR
Sr" STRUCTURE
N THE PUBLIC R/W
OR
DEPTH OF BEDDING
MATERIAL BELOW
PIPE
D
(d)Min.
2r & SMALLER
3"
: -
•
66" LARGE
6'
MIN. 6' TOPSOIL
TO ENSURE GRASS
GRID"
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'B' BORROW OR EQUIV.
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GRANULAR MATERIAL
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'B" BORROW OR EQUIV.
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COMPACTED T1) 95%
J
GRANULAR MATERIAL
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1/6 Bc
STANDARD PROCTOR
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COMPACTED TO 95X
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DENSITY
STANDARD PROCTOR
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DENSITY
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GREATER THAN 5' FROM
EDGE OF PAVEMENT
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WITHIN 5' OF EDGE OF PAVEMENT
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BED
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No. '
PE19800489
STATE OF
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BY:
DATE:
SHEET
C801
OF
11
JOB #: CAX.003
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No. '
PE19800489
STATE OF
,,,170NALIII��.
BY:
DATE:
SHEET
C801
OF
11
JOB #: CAX.003