HomeMy WebLinkAbout06080002.7ASPHALT PAVEMENT
BOTTOM OF STONE BASE
ELEV. 888.41
3" ORIFICE 0 INV. 88,
6" ORIFICE ® INV. 884
5" `" 24" 5" 12" OUTLET PIPE
NEENAH R -3405
NOTE: STRUCTURE SHALL BE PRECAST
STRUCTURE #1
DETAIL
NO SCALE
rLMrv� rum
"^ CASTING TYPE
24"
Ckf
> z
6" #8 STONE BEDDING -1
NOTE: STRUCTURE SHALL BE PRECAST
INLET TYPE "J"
NO SCALE
N 24" 5" � OUTLET PIPE
SEE PLANS FOR
%CASTING TYPE
6" #53 STONE BEDDING J
NOTE: STRUCTURE SHALL BE PRECAST
INL T TYPE "A"
TYPICAL)
(12" TO 18" PIPES)
NO SCALE
1.5' 10' 1.5'
3 3
-71 ,I FI FV Ron nn
EMERGENCY SPILLWAY DETAIL
NO SCALE
EDGE OF PAVEMENT, CURB, MIN. 6" TOPSOIL TO
GUTTER OR SIMILAR STRUCTURE ENSURE GRASS GROWTH
NUT W/
- - -- -- }-, - - - -- - -- --- - - -:�- LOCKING
WELDED CAP
! WASHER
WITHIN 5' OF EDGE OF PAVEMENT i SIGN FACE
"B" BORROW OR EQUIV. GRANULAR TO MEET INDOT
NOTE:
MATERIAL COMPACTED TO 90% STAN DAR REGULAR STANDARDS
PROCTOR DENSITY. ALL OTHER BACKFILL WITHIN 5' OF EDGE OF PAVEMENT o ROUND HEAD
CONDITIONS REGULAR BACKFILL ALLOWABLE. A = 1.25Bc + 12" BOLTS
OUTSIDE 5' OF EDGE OF PAVEMENT
A 1.25Bc
"B" BORROW OR EQUIV. 1
GRANULAR MATERIAL `-
COMPACTED TO 90% 1/2 Bc PIPE
3" O.D. STANDARD PROCTOR {` Bc... R- +'
4 SIMILAR
I;..:::.: " WITH .
COLOR FINISH
DENSITY ?:
0
I
DEPTH OF BEDDING PAVER OR r 79fCLASS OPE TO DRAIN
MATERIAL BELOW PIPE LEGEND FINISH 1/4" SLOPE PER FOOT
D (d) MIN. NOTE: Bc = OUTSIDE DIAMETER ail
ALL BEDDING AND INITIAL BACKFILL
27" & SMALLER 3" SHALL BE INSTALLED IN 6" D = INSIDE DIAMETER M
TO 12" BALANCED LIFTS
30" TO 60" 4° d = DEPTH OF BEDDING in
A MINIMUM 9" CLEARANCE MATERIAL BELOW PIPE "A" CONCRETE
66" &LARGER 6" SHALL BE PROVIDED ON EACH 12"
SIDE OF THE INSTALLED PIPE
REINFORCED CONCRETE PIPE (RCP) TRAFFIC SIGN DETAIL
TRENCH DETAIL) NO SCALE
NO SCALE
9„
J
3
Y 12" C TO C
a 2 4, MAX. SPACING
L w
PLAN VIEW 3 SECTION Y —Y
GROOVED END ON OUTLET END
TONGUE END ON INLET END 4• .I F /C(
a I
o a Aa
0 9,
a
3 I
AN
GROOVE (OR TONGUE) TO
BE THE SAME AS ON
STANDARD REINFORCED
CONCRETE PIPE ASTM
DESIGNATION C 76
LONGITUDINAL SECTION
1 1/2 "R
Fj,£ SLOP ESE( NCRETE END
S <OpF _ f TION
PIPE I
CULVERT \
COMPUTED LENGTH OF CULVERT. I
PAY LENGTH OF CULVERT
END SECTION
LENGTH (D)
SLOPE DETAIL
12 "C. TO C.
MAX. SPACING 3/4 "x12" HOOK
BOLTS GALV.
HOOK
4 j•
•. : ': ',
• '; GLgSS' ;A" 'CONirRE.7 E
E+ 2T
SECTION A —A
DIA.
WALL
WT. SEC.
A
B
C
D
E
R -1
R -2
SKIRT
12
2
530
4
24
48 7/8
72 7/8
24
10 1/16
9
3 1/2
15
2 1/4,
740
6
27
46
73
30
12 1/2
11
3 1/2
18
2 1/2
990
9
27
46
73
36
15 1/2
12
4
21
2 3/4
1280
9
35
38
73
42
16 1/8
13
4
24
3
1520
9 1/2
43 1/2
30
73 1/2
48
16 11/16
14
4 1/2
27
3 1/4
1930
10 1/2
48
25 1/2
73 1/2
54
17 3/4
14 1/2
4 1/2
30
3 1/2
2190
12
54
19 3/4
73 3/4
60
18 5/16
15
5
33
3 3/4
3150
13 1/2
58 1/2
39 1/4
97 3/4
66
23 3/4
17 1/2
5 1/2
36
4
4100
15
63
34 3/4
97 3/4
72
24 1/16
20
5 1/2
42
4 1/2
5380
21
63
35
98
78
27 1/4
22
5 1/2
48
5
6550
24
72
26
98
84
28 1/8
22
5 3/4
54
5 1/2
8040
27
65
35
100
90
32 7/8
24
6 1/4
60
6
8750
30
60
39
99
96
36 3/4
24
6 3/4
66
6 1/2
10630
24
78
21
99
102
35 11/16
24
7 1/4
72
7
12520 1
34
78
21
99
108
38 5/8
24
7 3/4
78
7 1/2
14430 1
24
78
21
99
114
41 15/16
24
8 1/2
84
8
16350 1
24
78
21
99
120
44 13/16
24
9
*TOLERANCE 1t
NOTES:
CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED
CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS).
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE,
A.S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE.
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER
OF STEEL IN THE "C" PORTION.
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES
ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR.
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION
APPROXIMATELY 10' -0 IN LENGTH.
VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL
DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE
SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION
C-76.
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS
PRECAST CONCRETE END SECTION
NO SCALE
E AS PER
S
COMPACTED
COMPACTED AGGREGATE
—COMPACTED %4�D
LIGHT DUTY
ASPHALT PAVEMENT SECTION
NO SCALE
TOOL BOTH SIDES OF APPLIED JOINT SEALER
EXPANSION JOINT 1/2" PREFORMED
EXPANSION MATERIAL
w
EXPANSION JOINT TO CONCRETE SLAB
BOTTOM OF PAVEMENT
EXPANSION JOINT DETAIL
NO SCALE
1/8 " -1 1/4" DEEP SAWED
FLUSH WITH SURFACE1 OR TOOLED JOINT WITH JOINT SEALER
i !d /4
CONCRETE SLAB
CONTROL JOINT
NO SCALE
X6 - 10/10 WELDED
TOOLED CONJROL JOINT 1/4" WIRE FABRIC
WIDE, MIN. 1 DEPTH
APPLIED ANTI -SPAWN BROOM FINISH
COMPOUND
4" GRANULAR BACKFILL — — — -
-� i t =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 ='
�— III -1 I I -1 I I -1 11 -1 11-
COMPACTED AND WELL
DRAINED SUBGRADE
NOTES:
1.) CONTROL JOINTS 5' -0" O.C. MAX
(SEE PLANS FOR ANY VARIATIONS)
2.) EXPANSION JOINTS 20' -0" O.C. MAX.
(SEE PLANS FOR ANY VARIATIONS)
4" THICK CONCRETE WALK DETAIL
NO SCALE
I
$).
CARSON
DESIGN
ASSOCIATES
TEL 317.843.5979
FAX 317.843.5975
2325 POINTE PARKWAY
SUITE 200
CARMEL INDIANA 46032
TEL 512.977.0520
FAX 512.977.0384
12301 RESEARCH BLVD.
BUILDING IV, SUITE 104
AUSTIN TEXAS 78759
www.carsondesign.com
THIS DRAWING AND THE IDEAS, CONCEPTS AND DESIGNS
CONTAINED HEREIN ARE THE EXCLUSNE INTELLECTUAL PROPERTY
OF CARSON DESIGN ASSOCIATES, AND ARE NOT TO BE USED
OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN
CONSENT OF CARSON DESIGN ASSOCIATES.
® COPYRIGHT 2003 CARSON DESIGN ASSOCIATES
STAMP
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DATE / ISSUE / INITIALS:
9- 6- 06/TAC REVISIONS /GSS
SQUARE FOOTAGE:
DRAWING TITLE:
SITE
CONSTRUCTION
DETAILS
JOB NO.
10670002 August 1, 2006
SHEET NUMBER:
C601
SHEET OF