HomeMy WebLinkAboutC801 Storm & Sanitary Sewer DetailsDATE:
11/06/01
PROJECT NO.:
1238.020
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STORM AND SANITARY
SEWER DETAILS
DRAWING FILES:
N: \1238 \020 \DWGS \C801.DWG
SHEET NO.:
C (Icon
PIPE
DEPTH
MINIMUM SIZE STRUCTURE
STEPS REQUIRED
15" or less
0 3'
2' x 2' Box
No
18" to 24"
0 3'
2' -6" x 2' -6" Box
No
All Pipes
3' Deeper
Manhole
Yes
24" Sc Greater
All Depths
Manhole
Yes
TRENCH AREA
CLASS I
CLASS II
CLASS III
CLASS IV
BEDDING
FLAT SHOVEL
85%
90%
UNDISTURBED BOTTOM
HAUNCH
85%
90%
NO
INITIAL BACKFILL
NO COMPACTION
85%
90%
NO
PIPE SIZE
A
B
UP TO 33"
D +16"
D+ 12"
36" AND GREATER
D 24"
D 12"
SOIL
PLACEMENT
NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING,
1/2 TRENCH IT MUST ALSO BE USED FOR HAUNCHING.
DEPTH MINI
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1-
6" MIN.
12" MAX.
v
6" MIN.
12" MAX. 12"
STORM SEWER
TRENCH PIPE EMBEDMENT DETAIL
PEE GRAVEL
BACKFILL
SEWER AS
PER PLAN
D/4 OR 6" MIN.
REQUIRED COMPACTION TABLE
STANDARD PROCTOR DENSITY (ASTM D 2321)
(GRANULAR MATERIAL TO
BE USED UNDER ALL
1 PAVED AREAS) 1
0 0 0
0 0 0
0•o O
0
()ep
0
0 •o O
0
0 0•0
0.o O
o O•o
O•o O
o
0•o O
0 0
0 0
E •o° °o o °o•
2
O.D. OF PIPE
4
(MIN
BACKFILL MATERIAL (SEE NOTE
BEDDING
0 0.0
0 •0 0 0
0 '0. 0
0
0 0 o
"0•0
0 0•o
0 0
0
0 0.0 0 0
0
O O O
0 0
0 0 o
0
0
0 0 0 0 0
0 0. o
0 D
4,
V,\
4"
(MIN
V
L
-IC
1
W�
=11I
NMI
-II
0 o
0 0. 0
0 c
0
0
0 0•0 c
0 0•
0
0 0•
0
0 0.
0
0
0
0
0 0.
n 0
O 0.0
O O
0.
o o
0 o
0 °0
MAX. WIDTH A
MIN. WIDTH B
(2' -6" MIN.)
SPRING LINE OF PIPE
HAUNCHING AREA
BEDDING AREA
FOUNDATION
(REQUIRED IN UNSTABLE SOIL)
mr
NOTE
BACKFILL MATERIAL
CLASS I, II, III, IV
OF THE U.S.C.S. SOIL
CLASSIFICATION
SYSTEM.
INITIAL BACKFILL AREA
PAVEMENT
C z
d
O
IN
PIPE UNDERDRAIN
IN PARKING LOTS C801
7
C801
COMPACTED #8 CRUSHED
STONE
SANITARY SEWER TRENCH DETAIL
C801
FINISH GRADE
BUTYL RUBBER COATING
AS PER SPECIFICATION
PRECAST BASE
APPROX. 90'
00
I•
INFI- SHIELD "UNIBAND"
OR APPROVED EQUAL SEAL o
PER SPECIFICATIONS
d
a
w
5
a�
w
W
0
PLACE 1/2" DIA EXTRUDABLE
PREFORMED GASKET MATERIAL IN
EACH KEYWAY (SEE DETAIL).
NOMINAL 12" BUTYL RUBBER
BASE EX7 RUDABLE PRE ORMED
GASKET MATERIAL (TYP)
PER SPECS.
PLAN VIEW
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
24" I.D.
I'
34 "o.D.
GASKET DETAIL SECTION A —A
ADJUSTING RING DETAIL
(FIGURE 5-4B)
FINISH GRADE
r 4 *e
2' -0" DIA.
SANITARY SEWER LATERAL
(16" MAX.)
MANHOLE STEPS
4' -0" DIA.
NEENAH R -1642 W /SELF
SEALING LID (OR EQUAL)
STAMPED "SANITARY SEWER"
4' -0" MIN. MANHOLE BASE FOR PRECAST
PRECAST CONC.
RINGS
TAPERED CONE
SECTION
O. 0 O• o O• o" O• o O• o" 0• o' 0• o O• o 0 o
0 o O o O o o o O o o o O o O o O
a 0 o 0 o O o o 0 o O o o O o o
o °o o o o o o o o o °O o °o o
FILL WITH
CONCRETE
I
CLEANOUT PLUG
1
6" PIPE
LONG RADIUS
TYPICAL CLEANOUT DETAIL
PRECAST CONCRETE
SECTIONS
A
#4 0 12" EA. WAY
CARMEL
63'
4 -12"
1/2"
SECTION A—A
SANITARY MANHOLE DETAIL
SPRING LINE
OF PIPE
6" MIN. NO. 8 CRUSHED STONE
REQUIRED UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
CONNECT TO EXISTING SERVICE
OR PLUG FOR FUTURE SERVICE.
PLUG SHALL BE ABLE TO PASS
AIR PRESSURE TEST REQUIRED
FOR SEWER MAIN.
O
C801
NOTE
MANHOLE CONFORMS TO ASTM C -478
JOINT CONFORMS TO ASTM C -443
PLAN
C801
_I _II .II: —.II; 11•,7I inopmegeolnilirAMPAITti
leete .144.11:11140.'
OPENING
GRADE
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'
T.C.
30'
MIN
45' MAX.
4 Q c -4 a
A
STANDARD REINFORCED CONC. BASE
Steps shall be at 8" O.C. with first step 18" below top of casting.
Manholes may be required fro 24" or smaller pipes depending upon
intersection angles and number of pipes.
STRAIGHT CURB INLET DETAIL
11. �'1L =11
II
Akk
LONG RADIUS
ISOMETRIC PLAN
STRAIGHT CURB GUTTER
NEENAH TYPE CASTING
R -3010 OR APPROVED
EQUAL
ASPHALT
MAIN
SEWER
SECTION A—A
DIAMETER AS SPECIFIED
ON PLAN OR SCHEDULE
A
PLAN VIEW
CONNECTION TO MAIN SEWER
J
C8o1
s
Y
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GN ISTE o.
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9800085
STATE OF
DATE:
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, I N 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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