SW6210906_Plansheet - SCM Detail_20211014 (3)

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SEE STD. NO. 840.03
STEPS -STD. NO.
o TOP ELEVATION
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MIN
6" MIN
SECTION J-J
WHERE 30" TO 36' PIPE IS USED
NOTES: MORTAR JOINTS 1/2" ± 1/8" THICK.
USE CLASS "B" CONCRETE THROUGHOUT.
J USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY.
USE #4 BAR DOWELS AT 12" CENTERS.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS
OF SECTION 840 OF THE STANDARD SPECIFICATIONS.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE
12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING
6-0% QUANTITIES TO BE ADJUSTED ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
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RISER HT.
VARIES
MIN.
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WHERE 42" TO 54" PIPE IS USED
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SHEET 1 OF 2
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SHEET 1 OF 2
840.01
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PLAN
PLAN
840.01
BRICK CATCH
BASIN
NTS
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FRAME, GRATE AND HOOD GENERAL NOTES:
SEE STD. NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT.
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OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
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TOP ELEVATION
TOP ELEVATION
- - - - - - - - - - FRAME GRATE AND HOOD
SEE STD. NO. 840.03 STEPS - STD. NO. 840.66 STEPS - STD. NO. 840.66
TOP ELEVATION
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DETAIL SHOWING METHOD
SHEET 1 OF 2 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2
840.02 840.02
CONCRETE CATCH BASIN NTS
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SHEET 1 OF 2 R SHEET 1 OF 2
840.03 HOOD ELEVATION SECTION - RR 840.03
FRAME, GRATES, AND HOOD NTS
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STD1840.03 FRAME,
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PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP ELEVATION
EXPANSION JOINT
USE ON FLAT GRADES 2 F.AND UNDER
3'-0" 3'-0" DEPRESSED GUTTER LINE
EXPANSION JOINT
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ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
TOP ELEVATION NORMAL GUTTER LINE
8 6„
EXPANSION JOINT
USE ON GRADES OVER 2 /
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EXPANSION JOINT 10" MAX 6'-0"
DEPRESSED GUTTER LINE
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
RICKCATCH
MINIMUM DIMENSIONS AND QUANTITIES FOR BBASIN (BASED ON MIN. HEIGHT, H, WITH NO RISER)*
DIMENSIONS OF BOX AND PIPE TOP SLAB CU. YDS. CONIC. IN BOX BRICK MASNARY DEDUCTIONS
PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BAR BARS-V BARS-W TOTAL TOP BOTTOM TOTAL BRICKMSNR. TOTAL ONE PIPE
D A B C G H E F NO. AND
LENGTH NO. LENGTH NO. LENGTH LBS. SLAB SLAB CONIC. INN/ALLS BRIC RETE
CONCRETE C.M. R.C.
12" 3'-0" 2'-2" 2'-9" 0.281 0.281 0.883 1.164 0.020 0.042
15" T-0" 2'-2" T-0" 0.281 0.281 0.963 1.244 0.031 0.047
18" 3'-0" 2'-2" T-3" 0.281 0.281 1.043 1.324 0.044 0.065
24" T-0" 2'-2" T-9" 0.281 0.281 1.204 1.485 0.078 0.121
30" 3'-0" 2'-2" T-4" 4'-3" V-2" 4'4" 4 1'-6" 3 4'-l" 3 4'-1" 45 0.147 0.374 0.521 1.606 2.217 0.122 0.184
36" 3'-0" 2'-2" T-10" 4'-9" 1'-8" 4'-4" 4 2'-0" 4 4'-l" 3 4'-1" 49 0.187 0.415 0.602 1.914 2.516 1 0.176 0.261
42" 3'-0" 2'-2" 4'-5" 5-3" V-5" T-6" 4 1'-9" 3 T-3" 3 3'-3" 38 0.135 0.373 0.508 2.152 2.660 1 0.240 0.371
48" 3'-0" 2'-2" 5-0" 5-9" 2'-0" T-6" 4 2'-6" 4 T-3" 3 3'-3" 41 0.173 0.410 0.583 2.415 2.998 1 0.313 0.477
54" 3'-0" 2'-2" 5'-7" 6'-3" 2'-7" T-6" 4 T-0" 6 T-T' 3 3'-3" 47 0.211 0.448 0.659 2.806 3.465 0.396 0.595
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BRICK CATCH BASIN
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STD 1840.03 FRAME,
GRATE &HOOD
1---6-0"
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELEV. EXPANSION JOINT 6„
GRADES 2%AND UNDER
DEPRESSED GUTTER LINE
EXPANSION JOINT 3-0 � i 3'-0"
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT
8„ TOP
USE ON GRADES OVER 2 % ELEV.
10° I DEPRESSED GUTTER LINE
EXPANSION JOINT 6'-0"
MAX -�
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN (BASED ON MIN. HEIGHT, H, WITH NO RISER)`
DIMENSIONS OF BOX AND PIPE
TOP SLAB
DIMENSIONS
I CU. YDS. CONIC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
BARS-V
BARS-W
TOTAL
TOP
SLAB
BOTTOM
SLAB
TOT. CONC
FPR MINIMUM
HEIGHT, H
D
A
B
C
G
H
E
F
NO.
LENGTH
NO.
LENGTH
NO.
LENGTH
LBS.
C.M.
R.C.
12"
T-0"
2'-2"
2'-9"
0.281
0.772
0.015
0.026
15"
T-0"
2'-2"
3'-0"
0.281
0.829
0.023
0.036
18"
T-0"
2'-2"
3'4"
0.281
0.887
0.033
0.049
24"
T-0"
2'-2"
3'-9"
0.281
1.001
0.059
0.085
30"
T-0"
2'-2"
3-4"
4'-3"
V-2"
4'-0"
4
1'-5"
2
3'-9"
3
T-9"
39
0.123
0.374
1.433
0.092
0.127
36"
T-0"
2'-2"
3'-10"
4'-9"
V-8"
4'-0"
4
V-11"
3
3'-9"
3
T-9"
43
0.161
0.415
1.714
0.123
0.178
42"
T-0"
2'-2"
4'-5"
5'-3"
V-5"
3'-2"
4
1'-8"
2
2'-11"
3
2'-11"
32
0.112
0.373
1.738
122
0.E
0.243
48"
T-0"
2'-2"
5'-0"
S-9"
2'-0"
3'-2"
4
2'-3"
3
2'-11"
3
2'-11"
35
0.145
0.410
0.235
0.317
54"
T-0"
2'-2"
5'-7"
6'-3"
2'-7"
3'-2"
4
2'-10"
5
2'-11"
3
2'-11"
41
0.180
0.448
2.387
1 0.297
0.401
RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT
CONCRETE CATCH BASIN
DETAILS SHOWNING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
TYPE "G" TYPE "E" TYPE
WATER FLOW SAG WATER FLOW f
2 3/4"
2'-11 3/4"
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9 7/8
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1 1/2" 5/8"
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840.03 TYPE - G 840.03
FRAME, GRATES, AND HOOD NTS
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civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
PROJECT NAME
BROOKE
VALLEY
SUBDIVISION
STORM WATER
DETAILS
CLIENT
STOUT LAND
DEVELOPMENT,
LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1781
DRAWING SCALE
NOT TO SCALE
AIM////31,917W11 11111 111111112131111111111111111
DATE RELEASED
SEPTEMBER 8, 2021
111111112131111111111111111
SHEET NUMBER
C-6m5