SW6220101_Plansheet - Misc. Detail_20220119 (7)

N
1" DEPRESSION
I -Fi If
C'7
N
SECTION G-G
2'-31/4"
1%6" 2"
SECTION H-H
cc
PLAN
6"
� I
V
I
y I
PLAN
WITH COPING REMOVED
JCV 1 lum A -A
r111/2„
1 %2 "
15/8„ 15/8 rr
T II ►H
�G o o G
O
0
O -
N il-�► H
1'-4%2"
r
1'-75/8" 1-75/81I
PLAN OF GRATING
CAST IRON
3'-6"
F �
I
E
N
I
F
PLAN OF FRAME
CAST IRON
E
1/8 II 1/8 „ 1/81, F 1/8 „
1,I 1„
3'-33/4,r I 2'-33� "
1/8 1/8 II 1/8 " 1/8 II
3/ II 3/ ,I I _ I 3/ �� 3/ ��
3' - 2 " 2' 2 It
21/8 21/8 I I�
31-13/4rl N CM 2,_13/I, N N
3'-6" 2' -6"
SECTION E-E SECTION F-F
GENERAL NOTES:
MORTAR JOINTS 1/2" +/- 1/8" THICK.
USE CLASS "B" CONCRETE THROUGHOUT.
USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
USE #4 BAR DOWELS AT 12" CENTERS.
X DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY.
- PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
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". QUANTITES TO BE ADJUSTED ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES.
DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO
TRAFFIC.
CHAMFER ALL EXPOSED CORNERS 1"
DRAWING NOT TO SCALE.
uvr1IVU (1NUi ULNIHL)
TOP ELEVATION
STD. 840.16
RAME AND GRATE
Brr B 8"
0
I
TE
I
MAX. PIPE THIS SIDE - 18" ""
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONCRETE
CUBIC YARDS
BRICK MASONRY
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FOOT HT •
TOTAL BRICK
MASONRY FOR
MIN. HEIGHT, H
C. S .
R . C.
12"
3'-0"
2'-0"
2'-0"
0.268
0.313
0.522
0.020
0.032
15"
2'-3"
1 0.268
1 0.313
0.600
1 0.031
0.047
18"
2'-6"
0.268
0.313
0.678
0.044
0.065
24"
3'-0"
0.268
0.313
0.835
0.078
0.113
30"
3'-0"
2'-0"
3'-6"
0.268
0.313
0.991
0.122
0.170
�L MANHOLE
E
C
L
Q ,
U) U M
CO
aw;
m��
__ _...._ ...0.54 C
FOR MANHOLE COVER & FRAME #4 BARS "A"
OPTIONAL SPACED 6"
C. TO C.
BRICK MAY BE USED
TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'
OUTLET PIPE
I
INLET PIPE / I- --
SECTION X-X
6"
1/ "
6"
6"
SECTION Y-Y
6rr E OR F 11/2"
SECTION
C-C OR D-D
T #4 BAR
Ll
6"
DOWEL
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
T #4 BAR
6"-
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
N0.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALL/
FT. OF HT.
LBS.
REINF
CU. YDS.
MIN. "H"
C.S.
R.C.
12"
2'-0"
2'-0"
2'-3"
12
2'-9"
3'-0"
3'-0"
0.167
0.167
0.185
22
0.750
0.015
0.024
15"
2'-3"
2'-3"
2'-6"
12
3'-0"
3'-3"
3'-3"
0.196
0.196
0.204
24
0.902
0.023
0.036
18"
2'-6"
2'-6"
2'-9"
14
3'-3"
3'-6"
3'-6"
0.227
0.227
0.222
30
1.065
0.033
0.049
24"
3'-0"
3'-0"
3'-3"
16
3'-9"
4'-0"
4'-0"
0.296
0.296
0.259
40
1.434
0.059
0.085
30"
3'-6"
3'-6"
3'-9"
18
4'-3"
4'-6"
4'-6"
0.375
0.375
0.296
51
1.860
0.092
0.127
36"
4'-0"
4'-0"
4'-3"
20
4'-9"
5'-0"
5'-0"
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-6"
4'-9"
22
5'-3"
5'-6"
5'-6"
0.560
0.560
0.370
77
2.878
0.180
0.243
48"
5'-4"
5'-4"
5'-3"
26
6'-3"
6'-4"
6'-4"
0.743
0.743
0.407
111
3.623
0.235
0.317
54"
5'-10"
5'-10"
5'-9"
28
6'-7"
6'-10"
6'-10"
0.865
0.865
0.444
126
4.283
0.297
0.401
60"
1 6'-6"
1 6'-6"
1 6'-3"
1 30
1 7'-3"
1 7'-6"
1 7'-6"
1 1.042
1 1.042
1 0.481
1 145
5.090
1 0.367
0.495
66"
1 7'-1"
1 7'-1"
1 6'-9"
1 32
1 7'-10"
1 8'-1"
1 8'-1"
1 1.210
1 1.210
1 0.518
169
1 5.917
1 0.444
0.589
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840.31
WEEP HOLES
J
I
Y
PLAN
WITH GRATE & FRAME REMOVED
BRICK COPING(INCIDENTAL)
TOP ELEVATION
STD. 840.16 FRAME -
& GRATE
Err A 6rr
6"
I
I
SEE NOTE DOWEL(SEE NOTE)
SECTION X-X
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
#4 BAR
B 6" N
I
6rr
NO 1
DOWEL
MAX. PIPE THIS SIDE - 18"
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
TOTAL
CONCRETE
FOR MINIMUM
HEIGHT, H
C. M.
R.C.
12"
3'-0"
2'-0"
2'-0"
0.222
0.222
0.592
0.015
0.026
15"
2'-3"
0.648
0.023
0.036
18"
2'-6"
0.703
0.033
0.049
24"
3'-0°
0.814
0.059
1 0.085
30"
3'-0"
2'-0"
3'-6"
0.222
1 0.222
1 0.925
0.092
1 0.127
)NAL MANHOLE
P LAN SEE STANDARD 840.54
FOR MANHOLE COVER & FRAME
OPTIONAL
BRICK MAY BE USED TO
ADJUST FRAME & COVER
6" TO SURFACE ELEVATION MAX. 1
1/ „
OUTLET PIPE
I
E
1 C
/ \
D �� ��� I D
Q' 1
(°
QVO �� )
M i
3� �------3rr�IF
co ``
#4 BARS "A"
SPACED 6"
C. TO C.
2
A I 6" i
p i B + 116" I
OUTLET ELEVATION
SECTION X-X
SEE STANDARD 840.54
FOR MANHOLE COVER & FRAME
BRICK MAY BE USED TO
ADJUST FRAME & COVER
6"TO SURFACE ELEVATION MAX. 1'
1/4" X 8" EXP. JOINT
1/ " 61-
6 _
B
3rr DOWEL
SECTION Y-Y
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT.
USE #4 BAR DOWELS AT 12" CENTERS.
MORTAR JOINTS 1/2" ± 1/8" THICK.
CONCAVE TOO ALL EXPOSED JOINTS.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4"
SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK.
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". ADJUST DIMENSIONS AND QUANTITIES
ACCORDINGLY.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO
TOP ELEVATION IS 12 FEET.
T-
4 BAR
N
L#
16'E OR F
SECTION 6"�j-1
C-C OR D-D DOWEL
DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS
TOP SLAB
DIMENSIONS
CUBIC YARDS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
CONC-
BRICK MASONRY
D
A
B
H
NO.
LENGTH
E
F
TOP &
BOTTOM
CU. YD.
MIN.
HEIGHT
CU. YD.
WALL PER
FT. HT.
CU. YD.
C.S.
R.C.
12"
2'-0"
2'-0"
2'-3"
12
3'-1"
3'-4"
3'-4'
0.412
0.591
0.263
0.020
0.032
15"
2'-0"
2'-0"
2'-6"
12
3'-1"
3'-4"
3'-4"
0.412
0.657
0.263
0.031
0.047
18"
2' 4"
2'-4"
2'-9"
14
3'-5"
3' 8"
3'-8"
0.498
0.814
0.296
0.044
0.065
24"
3'-0"
3'-0"
3'-3"
16
4'-1"
4'-4"
4'-4"
0.695
1.176
0.362
0.078
0.113
30"
3'-4"
3'-4"
3'-9"
16
4'-5"
4'-8"
4'-8"
0.807
1.481
0.395
0.122
0.170
36"
4'-0"
4'-0"
4'-3"
20
5'-1"
5'-4"
5'-4"
1.053
1.959
0.461
0.176
0.238
42"
4'-8"
4'-8"
4'-9"
22
5'-9"
6'-0"
6'-0"
1.333
2.503
0.527
0.240
0.323
48"
5'-4"
5'-4"
5'-3"
26
6'-5"
6'-8"
6'-8"
1.646
2.940
0.560
0.313
0.422
54"
5'-10"
5'-10"
5'-9"
28
6'-11"
7'-2"
7'-2"
1.902
3.502
0.609
0.396
0.535
60"
6'-6"
6'-6"
6'-3"
30
1 7'-7"
7'-10"
7'-10"
2.272
4.113
1 0.658
0.489
0.660
66"
1 7'-1"
7'-1"
6'-9"
32
1 8'-2"
8'-5"
8'-5"
2.624
4.778
1 0.708
0.591
0.798
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840.32
4DSite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 7
STORM DETAILS
CLIENT
1041 B Robeson Street
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1070
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
JANUARY 17, 2022
SHEET NUMBER
C-6m6