HomeMy WebLinkAboutC802 General DetailsDIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA
(MIN)
A*
C 'K
D*
E*
K
RI
R
APPROX.
WEIGHT
12"
2"
5"
4' 3"
6' 2"
2'
1.3
10 1/8"
9"
800
15"
2 1/4"
7"
4' 0"
6' -3"
2' -6"
1.5
121/2"
11
1,100
18"
2 1/2"
11"
4' -1"
6'-2"
,3' -0"
1.8
15 1/2"
12"
1,300
21"
2 3/4"
11"
3' -6"
6' -3"
3' -6"
2.1
16 1/8"
1 3"
1,500
24"
3*
1' -O"
2' -8"
6'-3"
4' -0"
2.3
16 3/16"
14"
1,800
2,100
27"
3 1/4"
1'; 1"
2' -5"
6' -3"
4' -6"
2.6
18 1/2"
14 1/2"
30"
3 1/2"
1' -1 O"
6' -3"
5' -0"
2.9
18 3/16"
15"
2,400
33"
3 3/4"
1' -3"
3' 6"
8' -3"
5' -6"
3.1
18 1/2"
17 1/2"
4,100
36"
4"
1' -5"
3' -1"
8' -3"
_6'-0"
3.4
23 3/4"
20"
4,200
TOLERANCE 1"
STR#
B
La
W
THICKNESS
d 50
101
EMBANKMENT
85'
20'
18"
6"
103
4'
12'
12'
18"
6"
110
7'
10'
12'
18"
6"
TRENCH AREA
CLASS I
CLASS it
CLASS 01
CLASS IV
BEDDING
FLAT SHOVEL
85%
90%
UNDISTURBED BOTTOM
HAUNCH
48
85%
90%
NO 1
INITIAL BACKFILL
NO COMPACTION
85%
90%
NO
DIMENSIONS (INCHES)
A (MAX)
(1.D)
(MIN)
12
36
18
15
36
21
18
48
25
21
48
28
24
4$
31
,27
60
34
39
60
38
33
60
41
36
60
44
42
60
50
SIZE OF
STONE
OF TOTN. WEIGHT
LARGER THAN GIVEN SIZE
31(
0
D+ 16"
20
K
50
0.1K
90
PIPE SIZE
A
B
UP T O 33"
D+ 16"
D+ 12"
36" AND GREATER
D 24"
D 12
DATE:
08/31 /01
PROJECT NO.:
3781.001
DRAWN BY:
CWD
CHECKED BY:
JCZ
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
S: \3k \3781 \001 \dwgs \civil \C802.dwg
XREF: S: \3k \3781 \001 \dwgs \civil \Titiel.dwg
SHEET NO.:
C802
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PIPE
CULVERT 15
NOES
1. GEO1EX•1LE UNDERIAYIhIENT TO BE
POLYFELT 15700 OR APPROVED EQUAL
PLAN VIEW
END
SECTION
SEE S1R. J ABO
PIPE
CULVERT E
RIPRAP GEOTEXTILE
UNDER END SECTION
COMPACTED SUBGRADE Y
TOE ANCHOR
RIPRAP DETAIL CO END SECTION
2" PVC SLEEVE DRAIN
CROSS SECTION
RIP -RAP GRADAZION TABLE
MERE K 40
NOTE; DEPTH OF RIP RAP SHALL NOT
DE LESS THAN 3 x d 50
La
OR TO EDGE OF
SAFETY LEDGE
1. VA CAST 1CT COVER TRW
G
1000 GAL. PRE -CAST CONCRETE
NDTEi SIZE AS PER CODE LOCAL REQUIREMENTS.
FOR REFERENCE USE IN SIZING'
1 GALLON .134 CUBIC FEET
VOLUME OF STD. 1000 GAL. TRAP 100 CF.
GREASE TRAP DETAIL
SEE NOTES) THICKNESS
Ii
Iv; rl ny i
NO SCALE
CURB
PAVEMENT
WEEP SLEEVE DETAIL
RIPRAP GEO•EXT1LE
NO SCALE
2
SAFETY LEDGE.
SEE LAKE CROSS
SECTION FOR DETAIL
T RE H FINISF RINGS NEEDED
V/ 1 CEMENT PLASTER CCOVEER
GRADE
(NEW OR EXISTING)
GRADE
INSTALLATION REQUIRED
EXTENDING 20' FROM STORM INLETS
WHERE SHOWN ON THE
GRADING PLAN.
Grooved end on outlet end
tongue end on
Inlet end
z
PIPE MATERIAL PER INDIANA DEPT. OF
TRANSPORTATION SPECS. No. 718.02
WASHED
#8 GRAVEL
Groove (or tongue) tom
be the some as on standard
reinforced concrete pipe
ASTM designation C76 I A
CLASS 'A' CONCRETE
LONGITUDINAL SECTION
000000
000000
ME D
oon000
6" "B BORROW
VARIES
4
4• P
CHAIR BACK CURB INLET
TYPE "E" STRUCTURE
N.T.S.
3.25'
M 2�_- ',1,,, opt 1I
11. qk 3• r Q s+- I it II..�
'I'll.
!"111. --li I -4 ,Il,7m
STANDARD HYDRO l �l "-:1 —�:II !I- 5 -150 EROSION CONTROL
SEEDING W /STRAW 11--I BLANKET AS MANUFACTURED BY
MULCH TACKIFIELD NORTH AMERICAN GREEN,
OR RIPRAP AS NOTED.
TYPICAL SWALE SECTION
4" PIPE UNDERDRAIN
FROM STORM INLETS
NO SCALE
COMPUTED LENGTH OF CULVERT
PAY LENGTH
OF CULVERT
NEENAH TYPE CASTING
NO. R -3286
ASPHALT
(TYPE "E")
PRECAST
CONCRETE BOX
4" DIAM. PERFORATED
PLASTIC PIPE WITH
GEOTEXTILE SOCK
HOOK
BOLTS
CLASS 'A'
CONCRETE
CONCRETE
END SECTION
END SECTION
LENGTH (D)
SLOPE DETAIL
SECTION Y -Y
GRADE
(NEW OR EXISTING)
12 "C to C
I MAX.SPACINO
E +2T
SECTION A -A
CONCRETE PIPE TOE ANCHOR
PRECAST CONCRETE END SECTION
RIP RAP TO BE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
1 1/2 "r
6" "8" BORROW L STANDARD REINFORCED CONC. BASE
GRADE
STORM MANHOLE DETAIL
GRADE
YARD INLET
N.T.S.
BEEHIVE INLET
NEENAH TYPE CASTING
R -4342 OR APPROVED
EQUAL
4" MIN
RISER RING
(TYPE "Al
PRECAST
V CONCRETE BOX
TYPE "A" STRUCTUR
f L 22 "x22"
ODOM
HMO
MOOD
0.00000
T.C.
6" "B" BORROW
(TYPE "A
PRECAST
CONCRETE BOX
GROUT
TYPE "A" STRUCTURE
4" MIN
RISER RING
N.T.S.
NEENAH TYPE CASTING
NO. R -3286
ASPHALT
CHAIR BACK CURB INLET
N.T.S.
BEEHIVE INLET
NEENAH TYPE CASTING
R -4342 OR APPROVED
EQUAL
SOI L•
PLACEMENT
12" MIN.
No. 8 STONE
1/2 TRENCH
DEPTH MIN.
4 MIN.
No. 8 STONE
SEWER AS
PER PLAN
SANITARY SEWER TRENCH DETAIL
PLACE 1/2" DIA EXIRUDABLE
EACCH (SEE MATERIAL T.
PLAN VIEW
BAS EXTI7UDAt7RFratI) GASKET MATER! YP
PRECAST CONCRETE OF CASTING
GASKET DETAIL SECTION A
ADJUSTING RING DETAIL
HEAVY DUTY LANPHOLE
CASING W/ SOLID LTD.
NEENAH R- 1974 -A OR
APPROVED EQUAL
6'
fNISN GRADE
2"
CONCRETE COLLAR
APPROX. 90'
TYPICAL CLEANOUT DETAIL,
(GRANULAR
BE USED
1' PAVED
4
SANRARY SEWER LATERAL
WITH PLUG
BEDDING
NO SCALE
SPRING UNE
OF PIPE
PLUG
12"
6' PIPE
LONG RADIUS
MATERIAL TO
UNDER ALL
AREAS) 1 p \�j
tj
COMPACTED #8 CRUSHED
STONE
NO SCALE
REQUIRED COMPACTION TABLE
STANDARD PROCTOR DENSITY (ASTM D 2321)
BACKFILL MATERIAL (SEE NOTE
NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING,
IT MUST ALSO BE USED FOR HAUNCHING.
INITIAL BACKFILL AREA
SPRING LINE OF PIPE
HAUNCHING AREA
BEDDING AREA
FOUNDATION
(REQUIRED IN UNSTABLE SOIL)
STORM SEWER
TRENCH Sc PIPE EMBEDMENT DETAIL
caos
NO TE
BACKFILL MATERIAL
CLASS I, 11, 111, Sc IV
OF THE U.S.C.S. SOIL
CLASSIFICATION
SYSTEM.
RFC ic'
No.
PE19500260: E
STATE OF
7d w
N.. NP
S /ONAL E�
u'Inip iiiiiii0
DATE: 1(-&
THIS DRAWING AND THE I £AS. 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.
Q COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
1
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
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