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SOIL -'
PLACEMENT
REQUIRED COMPACTION TABLE
% STANDARD PROCTOR DENSITY (ASTM D 2321)
RACKFII I MATFRIAI — (SFF NnTF)
TRENCH AREA
CLASS I
CLASS It
CLASS III
CLASS IV
BEDDING
FLAT SHOVEL
85%
907-
UNDISTURBED BOTTOM
HAUNCH
48
85%
90%
NO
INITIAL BACKFILL
NO COMPACTION
85%
90%
NO
NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING,
IT MUST ALSO BE USED FOR HAUNCHING.
1/2 TRENCH
DEPTH MIN.
(GRANULAR MATERIAL TO
BE USED UNDER ALL
PAVED AREAS)
�� NOTE
a // // 4' l 4' BACKFILL MATERIAL
o CLASS 1 II III & IV
U
z
W
12" MIN. -
No. 8 STONE
OF THE U.S.C.S. SOIL
CLASSIFICATION
SYSTEM.
�- INITIAL BACKFILL AREA
SPRING LINE OF PIPE
HAUNCHING AREA
- BEDDING AREA
O.D. OF PIPE FOUNDATION
4" MIN.- (REQUIRED IN UNSTABLE SOIL)
No. 8 STONE 12'-/ 12'
STORM SEWER
TRENCH & PIPE EMBEDMENT DETAIL "
0802
REQUIRED COMPACTION TABLE
% STANDARD PROCTOR DENSITY (ASIM D 2321)
RArICFII I LJATCAIAI — (CCC AInTC\
SOIL)
PLACEMENT
TRENCH AREA
CLASS I
I CLASS II
1 CLASS III
CLASS IV
BEDDING
FLAT SHOVEL
85%
90%
UNDISTURBED BOTTOM
HAUNCH
48
85%
90%
NO
INITIAL BACKFILL
ANION
I 85%
907-
NO
NUIE: IF GLASS I MATERIAL IS USED FOR BEDDING,
112 TRENCH IT MUST ALSO BE USED FOR HAUNCHING.
DEPTH MIN.
(GRANULAR MATERIAL TO
BE USED UNDER ALL
PAVED AREAS)
��� \� • j��j /�j 1' 1' ��j /���i \�i, /r� /,. NOTE
4'
I
r n 4 BACKFILL MAT BA
/ C RIA L
/
E
w � �
o \��, CLASS I, II III & IV
OF THE U.S.C.S. SOIL
CLASSIFICATION
SYSTEM.
INITIAL BACKFILL AREA
SPRING LINE OF PIPE
HAUNCHING AREA
- BEDDING AREA
O.D. OF PIPE FOUNDATION
4" MIN. (REQUIRED IN UNSTABLE SOIL)
12" 12°
TRENCH &. PIPE EMBEDMENT DETAIL/
COVER & SEAL
` BELL HOLES SHALL BE PROVIDED
AND THE TRENCH PREPARED SO USE 6" SEWER PIPE UNLESS
THAT THE BOTTOM IS PROPERLY I I OTHERWISE SPECIFIED
SUPPORTED THROUGHOUT ITS I I
LENGTH. I I
APPROX 90•
LONG RADIUS CURVE
I
( DIAMETER AS
- -- I - - - --/ L—
— — — — — — — — — — — — SPECIFIED
ON PLANS
*SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS
REQUIRED FOR SEWER MAIN
WYE & LATERAL CAPPING DETAIL 13
NORMAL GRADE —
1/4" PER FOOT
MIN. -1/8" PER FOOT
CONNECT TO EXISTING
SERVICE PLUG FOR
FUTURE CONNECTION.\
PLUG SHALL BE ABLE
TO PASS AIR PRESSURE
TEST REQUIRED FOR
SEWER MAIN.
USE 6" SEWER PIPE
UNLESS OTHERWISE
SPECIFIED
APPROX. 90'
MIN
ISOMETRIC PLAN
LONG RADIUS
SECTION A —A
DIAMETER AS SPECIFIED
Z— ON PLAN OR SCHEDULE
PLAN VIEW
CONNECTION TO MAIN SEWER
FINISH GRADE
BISMATIC COATING
OVER RISERS
In �IJ
F- z
F
yVL'/mmJOD��
Lj
Z`ano
BISMA 17C RUBBER COA TING /
AS PER SPECIFICATION
NEENAH R -1642 W /SELF
SEALING LID (OR EQUAL)
- -- - - - - - - - -
MANHOLE STEPS
4' -0" DIA.
PAVER
PRECAST CONIC.
RINGS
TAPERED CONE
/SECTION
4' -0"
PLAN VIEW
SECTION A —A (STRAIGHT CURB) 6
WHEELCHAIR RAMP DETAIL cso2
FILL WITH
CONCRETE PLAN
p. _ .. a.... .. �.........'.'.'.... .,'
CAST IN PLACE " "" ..!...', '
OR PRECAST e'.'.'.'.'.
.:.:.'b.......
O 12 A. WA Y
E
N4
� ... �.. a .......
°13.13 °o.,, °a 1313 °a •o °o •o °o 1313 '-6" MIN. STONE REWIRED
UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
6' -0" DIA. FOR CAST IN PLACE
4'---0" MIN. MANHOLE BASE FOR PRECAST
SECTION A —A
SANITARY MANHOLE DETAIL 7
CARMEL
TOP OF CURB
TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB
PAVEMENT 7TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
CURB JOINT DETAIL 1
C802
CONCRETE
3000 PSI 1/2 "r 3" OF TOP SOIL
1 1/2"r
PAVEMENT
i, i EXISTING
r °p o• BACKFILL GROUND
�p` • o p
GRANULAR
BACKFILL lo;a;ed. 6"
II4I P
VARIABLE C802
STRAIGHT CONCRETE CURB DETAIL
4' -0" MIN. 1 1'
1 J L MIIV _ 4 ;i',��51DE.WAUC�4 _
'4���;.<�!� �)
f
I I
I I
PREPARED SUBGRADE R/W LINE `t.
TYPICAL SIDEWALK SECTION
NOT TO SCALE
THE SPACE BEHIND D T HE CUR HA
B SHALL BE FILLED WITH SUITABLE
BLE MATER AL TO
THE REQUIRED Q ED ELEVATION AN P
D COMPACTED IN LAYER NOT T
S 0 O EXCEED 6 IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
PLACE 1/2" DIA EXTRUDABLE-
PREFORMED GASKET MATERIAL IN
EACH KEYWAY (SEE DETAIL).
PLAN VIEW 63.
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING:::: ::.........:.iiiri r 4 " -12"
1/2•
NOMINAL 1 /2" BUM RUBBER 24" I.D. 1
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (FYP) 34 "O.D.
SEE DPW SPECS.
GASKET DETAIL SECTION A —A
ADJUSTING RING DETAIL $
(FIGURE 5 -46) C802
i
A
MAX
I-
z
C
(MIN)
1-
z
0
Uj
1 18
15
36
21
18
48
1 25
21
48
28 1
2448
48
~
iz
0
I
60
34
W
Uj
a
�0
33
z
6' - -0" BETWEEN
z
N
44
42
<
a
H
\
TRANSVERSE JOINTS
0130000
I
0013000
I_ 48' -0" BETWEEN EXPANSION JOINTS (MAX.)
I
•'x
Q,
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL 3
C8U2
00 0
Otero
- -� 1300 —
TYPICAL UTILITY CROSSING 9
0802
NW
W I\\V
2500 psi CONCRETE~
e
BOTTOM OF TRENCH \ Perspective View —earth cut away
To be used when clear distance between pipes
is 18" or less, or where noted on the drawings.
CONCRETE CRADLE 10
0802
GRADET. C.
. °...'...'. °'... o......D . "...... e..... k.'. A... 00 .. OPENING
............. A
w
J
fz
I—
z
O
STRAIGHT CURB & GUTTER
NEENAH TYPE CASTING
NO. R -3010
r- ASPHALT
DIMENSIONS (INCHES)
A
MAX
B
I.D.
C
(MIN)
12
36
1 18
15
36
21
18
48
1 25
21
48
28 1
2448
48
31
27
60
34
0
0
38
33
60
36
60
44
42
60
1 50
SPECIAL STRAIGHT CURB INLET 4
cso2
DIMENSIONS (INCHES)
A
MAX
B
I.D.
C
(MIN)
12
36
1 18
15
36
1 21
18
48
1 25
21
48
28
24
48
31
7
60
❑000013
30
60
38
I
0 00000
36
60
44
1313130130
60
1 50
0130000
I
0013000
0000
..
Q
/
GRADE
STORM MANHOLE
NEENAH TYPE CASTING
T.C. -�
No. 1772 —A
DIMENSIONS (INCHES)
A
MAX
B
I.D.
C
(MIN)
12
36
1 18
15
36
1 21
18
48
1 25
21
48
28
24
48
31
7
60
34
30
60
38
33
60
36
60
44
42
60
1 50
STORM MANHOLE DETAIL 5
cso2
� ••��1STER�;.•'S' '
No.
9800085
-;0- STATE OF c
. ' •. c
A I u
DATE:
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT 70 BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
c
COFYRIGHtE Y T
i U B HE SCHNEIDER CHNEIDER CORP.
200 1
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS * LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DATE:
PROJECT NO.:
V 1
1238.015
DRAWN BY:
CHECKED BY:
MG
W
U
GENERAL DETAILS
/'�
N: \1238 \015 \DWGS \C802.DWG
SHEET NO.:
V V
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DATE:
PROJECT NO.:
6/29/01
1238.015
DRAWN BY:
CHECKED BY:
MG
SHEET TITLE:
GENERAL DETAILS
DRAWING FTLFS:
N: \1238 \015 \DWGS \C802.DWG
SHEET NO.: