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DEPTH OF BEDDING
MATERIAL BELOW PIPE
D
(d)Min.
27" SMALLER
3"
30" TO 6O"
4"
66" dt LARGE
6"
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JOINT FILLER
'NIV'! «0 -45 I
TRANSVERSE JOINT
6' -0" BETWEEN
dNSVERSE JOINT
1lU 11VIV1'
03V1ZIO3321d j I. I
TRANSVERSE JOINTS
FACE OF SIDEWALK
(EDGE OF PAVEMENT)
CONCRETE DITCH DETAIL
Jr.
6X6 —W6XW6 WWM
COMPACTED OR UNDISTURBED SUBGRADE
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22 "x 22"
PRECAST CONC. BOX
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PLAN VIEW
SECTION A-A
HANDICAP RAMP DETAIL
'co
6" STONE BASE
PAVED AREA INLET
NO SCALE
4" COMPACTED GRANULAR FILL
STORM INLET
NEENAH TYPE CASTING
NO. R -3405
ASPHALT
VAR PIPE SIZE
18" MAX
GRADE
COMPACTED
SUBGRADE
CONCRETE CURB AND WALK
SEE WYE LATERAL
CAPPING DETAIL
APPROX. 90'
PAVEMENT
CONCRETE WALK
SLOPE:
1/4- PER FOOT
SCORE 1/4'' R
6"
(a
1/4" R
NORMAL GRADE
1/4" PER FOOT
MIN. -1/8" PER FOOT
USE 6" SEWER PIPE
UNLESS OTHERWISE
SPECIFIED
GRANULAR
BACKFILL
A
PLAN VIEW
CONNECTION TO MAIN SEWER
CONCRETE
3000 PSI
2 "r
12" MIN.
"U CHANNEL
POST (2- Ibs. /ft.)
THIS SIGN TYPICAL AT
ALL ACCESSIBLE PARKING
SPACES
PENALTY SIGN WITH
WORDING AS REQUIRED
BY STATE OR LOCAL LAW
9"
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE VAN
PARKING SPACES
30•
MIN
RESERVED
PARKING
II
W4 SIGN IS 14 PAVED AREAS.
USE 4' PPE BOLLARD FILED
w/ CONCRETE AND PANIED YELLOW
SLOPE TOP
OF CONCRETE
GROUND/PAVING
SURFACE
LONG RADIUS
1/2"r
.r-- R7 -8
ISOMETRIC PLAN
12" X 9"
SECTION A-A
DIAMETER AS SPECIFIED
f ON PLAN OR SCHEDULE
3" OF TOP SOIL
12" X 6"
EXISTING
GROUND
1/- ACCESSIBLE PARKING SIGN
MAIN
WER
STRAIGHT CONCRETE CURB DETAIL
PAVEMENT
POLYFELT TS700 FILTER FABRIC
(OR EQUAL)
APPROX. 90'
12" MIN. THICKNESS OF RIPRAP
(STONE SIZE 6" OR LARGER)
FILTER FABRIC TO BE
TURNED DOWN
RIPRAP /FILTER CLOTH DETAIL
FINISH GRADE
SANITARY SEWER LATERAL
CLEANOUT PLUG
6" PIPE
LONG RADIUS
TYPICAL CLEANOUT DETAIL
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DIRECTION
RIPRAP
OVER
GEOTEXTILE
i %i %i%
PIPE ,z
CULVERT s
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.
PIPE a
CULVERT a
W
RIPRAP GEOTEXTILE
UNDER END SECTION
TOE ANCHOR
PLAN VIEW
CROSS SECTION
La
OR TO EDGE OF
SAFETY LEDGE
RIPRAP DETAIL END SECTION
CONCRETE ENCASED
SPRING LINE
OF PIPE
END
SECTION
RIPRAP GEOTEXTILE
',(SEE NOTES)
•N
VIP;ZrlIlCgrCtre or
14141111
GROUND SURFACE
CONNECT TO EXISTING SERVICE
OR PLUG FOR FUTURE SERVICE.
PLUG SHALL BE ABLE TO PASS
AIR PRESSURE TEST REQUIRED
FOR SEWER MAIN.
SAFETY LEDGE.
SEE LAKE CROSS
SECTION FOR DETAIL
EDGE OF PAVEMENT,
CURB, GUTTER, OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
REGULAR BAWL.
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
i 1 ;3; u li-1i -11 '1l���2'fl= 1- 11= 11 =11Vii; i�i� `;i�`�i `�Ai�`�ii`�i� �i� i� i i i� i� i� i� `�i�`�
II I. -I
II =11
GREATER
THAN 5
PREPARED SUBGRADE
TYPICAL SIDEWALK SECTION
NOT TO SCALE
MIN 1.25 Bc 1
5' -0" MIN.
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
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
48' -0" BETWEEN EXPANSION JOINTS (MAX.)
�l,f N 's i t j r' a �:1: t tt •��r;: -t<: 77
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL
R/W REPAIR
o 0 o 0. 0 0• o
0 0•0 0 0 0 0 0•0 0 0
o 0• o o• 0 0 0• o
0 0 0 0 0
1" H.A.C. SURFACE
2' H.A.C. BINDER
6" #53 STONE
PREPARED SUBGRADE PER INDOT No. 207
TYPICAL PAVEMENT'SEC11ON
X6 1.4 GA. WW
'v,
0 0 0 0 O 0 O 0
a o 0
O 0 0. 0 O o 0 o
o I 0
y` y` r Y y`,` y` y` y' y` 'V
6" CONCRETE PAVEMNT
6" #53 STONE BASE
PREPARED SUBGRADE PER INDOT No. 207
CONCRETE PAVEMENT SECTION
MIN. 6" TOPSOL
TO ENSURE GRASS
GROWTH
BC
O 0 0 0 0°0 0 .0 0• 0
0 0 0 0.0 0 0 0 0 0
O .0 O•00Q •000•000•00
0 .0 0.0 0 .0 0 .0 0
•0 0 p 0
O O o 0
O Cc
0•0 O• o O• o O• o
O O b 0
DUMPSTER PAD
R/W LINE
EDGE OF PAVEMENT,
CURB, GUTTER, OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
5' OR LESS
8" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
GREATER THAN 5 FROM EDGE OF PAVEMENT
BEDDING DETAIL
REINFORCED CONRETh PIPE (RCP)
V MIN. 1.25 Bc+12" :a
Xt�r,i ;r
WITHIN 5' OF EDGE OF PAVEMENT
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH
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PE19800489
STATE OF s
Alit,
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mow
BW&A/
DATE: 3.-y
SHEET
C801
OF
11
JOB CAx.003
CIVIL ENGINEERS LAND SURVEYORS DEVELOPMENT CONSULTANTS
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INDIANAPOLIS, INDIANA 46220