HomeMy WebLinkAboutC801 Storm & Sanitary Sewer Detailsa)
cn
Cr
24" X 24"
"B" BORROW
NO. 3405- A
NEENAH CASTING
ASPHALT
INLET DETAIL FOR PAVED AREA
GRADE
PIPE DEPTH MINIMUM SIZE STRUCTURE STEPS REQUIRED
15" or less 0- 3' 2'x2'Box No
18" to 24" 0 3' 2' -6" x 2' -6" Box No
All Pipes 3' Deeper Manhole Yes
24" Greater All Depths Manhole Yes
Steps sholl 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
SOIL
PLACEMENT
6" MIN.
12" MAX.
OPENING
REQUIRED COMPACTION TABLE
X STANDARD PROCTOR DENSITY (ASTM D 2321)
BACKFILL MATERIAL_ (SEE
TRENCH AREA CLASS I CLASS II CUSS III CLASS IV
HAUNCH 85% 90% NO
INITIAL BACKFII L NO COMPACTION 85X 9O% NO
NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING,
1 /2 TRENCH IT MUST ALSO BE USED FOR HAUNCHING.
DEPTH MIN.
(GRANULAR MATERIAL TO
BE USED UNDER ALL
1' PAVED AREAS)
STANDARD REINFORCED CONC. BASE
BEDDING
O.D. OF PIPE
STRAIGHT CURB GUTTER
NEENAH TYPE CASTING
R 3010 OR APPROVED
EQUAL
ASPHALT
EiACKFILL MATERIAL
CLASS I, II, III, W
OF THE U.S.C.S. SOIL
CLASSIFICATION
SYSTEM.
INITIAL BACKFILL AREA
SPRING LINE OF PIPE
HAUNCHING AREA
BEDDING AREA
TRENCH PIPE EMBEDMENT DETAIL
APPROX. 90'
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'
PLAN VIEW
CONNECTION TO MAIN SEWER
SANITARY SEWER LATERAL
TYPICAL CLEANOUT DETAIL
LONG RADIUS
0
0 0 .0
0•o 0
0
0.0
0
PEE GRAVEL o'o
o
BACKFILL o
0.0 °0
0°0..
0. °O
0°0..
0•o °0
.°0..
0 0 °0
0 0..
0•0
°p.
o
o
0.0
0
CLEANOUT PLUG
6" PIPE
LONG RADIUS
ISOMETRIC PLAN
SECTION A—A
a
•0
O•
0.0
SPRING LINE
OF PIPE
PAVEMENT
CONNECT TO EXISTING SERVICE
OR PLUG FOR FUTURE SERVICE.
PLUG SHALL BE ABLE TO PASS
AIR PRESSURE TEST REQUIRED
FOR SEWER MAIN.
MAIN
WER
PIPE UNDERDRAIN
IN PARKING LOTS
FINISH GRADE
BUTYL RUBBER COATING
AS PER SPECIFICATION
PRECAST BASE
PLACE 1/2" DIA EXTRUDABLE-y
PREFORMED GASKET MATERIAL IN
EACH KEYWAY (SEE DETAIL).
GASKET DETAIL SECTION A —A
SEWER AS
PER PLAN
D/4 OR 6" MIN
4' -O" MIN. MANHOLE BASE FOR PRECAST
SECTION A-- A
SANITARY MANHOLE DETAIL
PIPE SIZE A 8
UP ?033 D +16 D+ 12
36" AND GREATER 0 24" D t2"
PLAN VIEW
ADJUSTING RING E ORR
FLANGE OF CASTING
(16" MAX.)
MANHOLE STEPS
NEENAH R -1642 W /SELF
SEALING LID (OR EQUAL)
STAMPED "SANITARY SEWER"
MAX. WIDTH A
MIN. WIDTH B
(2' -6" MIN.)
34 "0.D.
FILL WITH
CONCRETE
#44 O 12" EA. WAY
R Mr I:
COMPACTED #8 CRUSHED
STONE
SANITARY SEWER TRENCH DETAIL
NOTE
MANHOLE CONFORMS TO ASTM C- 478
JOINT CONFORMS TO ASTM C -443
I 6" MIN. NO. 8 CRUSHED STONE
REQUIRED UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
Computer Files
\1238\OO5\DwcS \C501.DWc
2
2
3
3
4
4
5
5
6
6
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
Revisions
0 1 t I 1 t y i,, 4 y'
c, B tA
NO.
r 9800085
ti
STATE OF
�NQIANP• •,�'tv��
IIJHIIiMtt11N
CERTIFIED BY
THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
HERON ARE THE EXCLUSK INTELLECTUAL PROPERTY OF THE SCI IDER
CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN 1114011 OR IN
PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIOER CORPORATION.
1999, The Schneider Corporation
r The
L:1 Schneider
Corporation
12726 Hamilton Crossing Blvd.
Carmel, Indiana
46032
317- 574 -3797
317 -574 -3799 Fax
Formerly Schneider Engineering Corp. Eiohlen, Meyer, Gibson Assoc.
BRENWICK DEVELOPMENT CO.
Brenwick Building
Village of WestClay
STORM SANITARY
SEWER DETAILS
Drawn
MG
Sheet No.
Engineering
Surveying
Landscape Architecture
GIS HS
Geology
Approv.
01.