HomeMy WebLinkAbout23 C803 Storm Sewer Detailsr
PROJECT NO.:
1299.004
CHECKED BY:
SHEET TITLE:
STORM SEWER
DETAILS
i t
SHEET NO.:
1
33
1
DATE:
PROJECT NO.:
1299.004
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STORM SEWER
DETAILS
DRAWING FILES:
N:\1299\004\DWGS\SEC 1B \C803.DWG
SHEET NO.:
1
33
EXISTING RIPRAP
w /FlLTER FABRIC
APPROXIMATELY
12" DEEP, WIDTH
VARIES.
EXISTING LAKE BANK
CROSS SECTION B-B
100 YEAR FLOOD ELEVATION
=899.3 (WEST POND)
898.9 (EAST POND)
EXISTING POND ELEV.= 899.0±
PROPOSED POND ELEV. =898.0
100 YEAR FLOOD ELEVATION
=899.3 (WEST POND
=898.9 (EAST POND)
PROPOSED LAKE BANK IN AREAS WHERE LAKE IS PROPOSED
TO BE RELOCATED.
Grooved end on outlet end
tongue end on
inlet end
Groove (or tongue) tom
be the some as on standard
reinforced concrete pipe
ASTM designation C76 I A
CLASS 'A' CONCRETE
LONGITUDINAL SECTION
J
ROLL CURB GUTTER
BASE NEENAH TYPE CASTING
NO. R- 3501— (TL —TR)
T.C. or NO. R- 3501 —N
r ASPHALT
COMPUTED LENGTH OF CULVERT
PAY LENGTH I END SECTION
OF CULVERT LENGTH (D)
SECTION A —A
DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA T A C D E* K R1 R_ APPROX.
(MIN) 1 WEIGHT
12" 2" 5" 4' -3" 6' -2" 2' —O" 1.3 1 r 1 /8" 9" 800
15" 2 1 /4" 7" 4' -0" 6' -3" 2' -6" 1.5 12 1 /2" 11 1,100
18" 2 1/2" 11" 4' -1" 6' 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" 13 1,500
24" 3" 1' —O" 2' -8" 6' -3" 4' —O" 2.3 16 3/16" 1 1,800
27" 3 1/4" 1' -1" 2' -5" 6' -3" 4 6" 2.6 18 1/2" 14 1/2" 2,100
30" 3 1 /2" 1' -2" 1' -10" 6' -3" 5' -0" 2.9 1 C. 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' —O" 3.4 23 3/4" 20" 4,200
TOLERENCE 1"
RIP RAP TO BE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
DIMENSIONS NCHES)
A B C
(MAX) (I.D.) (MIN)
12 36 18
15 36 21
18 48 25
21 48 28
24 48 31
27 60 34
30 60 38
33 60 41
36 60 44
42 60 50
DIMENSIONS NCHES)
A B C
(MAX) (I.D.) (MIN)
12 36 18
15 36 21
18 48 25
21 48 28
24 48 .31
27 60 34
30 60 38
33 60 41
36 60 44
42 60 50
r ASPHALT
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342
STRAIGHT CURB GUTTER
NEENAH TYPE CASTING
NO. R -3010
STANDARD HYDRO
SEEDING W /STRAW
MULCH TACKIFIELD
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
NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING,
IT MUST ALSO BE USED FOR HAUNCHING.
1/2 TRENCH
DEPTH MIN.
STORM SEWER
TRENCH PIPE EMBEDMENT DETAIL
REQUIRED COMPACTION TABLE
STANDARD PROCTOR DENSITY (ASTM D 2321)
BACKFILL MATERIAL (SEE NOTE)
(GRANULAR MATERIAL TO
BE USED UNDER ALL
1 PAVED AREAS) 1
6" "B" BORROW
DIMENSIONS (INCHES)
A B C
(MAX) (1.0.) (MINI)
12 48 MIN. 18
15 48 MIN. 2.1
18 48
21 48 28
24 48 31
27 60 34
30 60 38
33 60 41
36 60 44
42 60 50
NOTE
BACKFILL MATERIAL
CLASS I, II, III, IV
OF THE U.S.C.S. SOIL
CLASSIFICATION
SYSTEM.
ROLL CURB GUTTER
NEENAH TYPE CASTING
NO. R- 3501— (TL —TR)
or NO. R- 3501 —N
ASPHALT
ROLL CURB GUTTER
NEENAH TYPE CASTING
NO. R- 3501 —TL —TR
ASPHALT
S -150 EROSION CONTROL
BLANKET AS MANUFACTURED BY
NORTH AMERICAN GREEN
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DATE: 06/09/04
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. (2004)
‘b
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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