SW6240102_Plansheet - Misc. Detail_20240507 (5)

GENERAL NOTES: OGENERAL NOTES: � y MORTAR JOINTS 1/2" +/- %B" THICK.2 WEEP HOLES ~ H
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USE CLASS "B" CONCRETE THROUGHOUT. QUSE CLASS "B" CONCRETE THROUGHOUT. solut ��o n s
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" Z CC=U USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Z =U
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. F-1 p 0 I F-1 p O
LL J 0 1-1 Z USE #4 BAR DOWELS AT 12" CENTERS. LL J 0 1"1 Z CIVII engineering land surveying
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT O O Cf)2 O O Cn= 9 9 I y g
12" CENTERS AS DIRECTED BY THE ENGINEER. C}=z X X DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. C}=z 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
X X USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. W Q Q LL= I PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" W Q¢V'= office1910-426-6777 fax[phone] license number I C-2354
_ I Q V O CDI ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q V O CDwww.4Dsitesotutions.com
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB �- f-I H LU
AS SHOWN ON STD. NO. 840.00. W - ---�--- -- USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS = z W
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OF SECTION 840 OF THE STANDARD SPECIFICATIONS. LL o J
CONSTRUCT WITH PIPE CROWNS MATCHING. O 1--I Q I Cr O 1--1 Q
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. O Cn Cr I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB O Cn pC
- - I z 1"i AS SHOWN ON STD. NO. 840.00. Z 1"i
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. �1--i FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE ~1-i
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A r in 12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING r a_0
W W
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. r O I 6'-0". QUANTITES TO BE ADJUSTED ACCORDINGLY. r O ��N` � L`ARQ'///�
CHAMFER ALL EXPOSED CORNERS 1". Y- CONSTRUCT WITH PIPE CROWNS MATCHING. �N�Q� ..••"'•••. �I
Y DRAWING NOT TO SCALE. •�FESS/O•'/ '�i
PLAN SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES. �.
PLAN WITH COPING REMOVED DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO •4
SEA
WITH GRATE & FRAME REMOVED TRAFFIC.
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CHAMFER ALL EXPOSED CORNERS 1". Z
BRICK COPING INCIDENTAL DRAWING NOT TO SCALE. �� ..•GINE•.•' ?��
TOP ELEVATION ) 0 ` BRICKTOPPENEVATIONDENTAL) O �� OTT
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- r STD. 840.16
STD. 840.16 FRAME FRAME AND GRATE It '1
& GRATE �� C3 J 0 U,� U 6 24/
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#4 BAR f-1 Z d fz-1 W EL
I 6, A 6" � ?� ~ H 8" A 8" � � J H
6" B Q CL 8" B 8" Q Z CL
N o a o REVISIONS
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tO I 6" 0 CC I SEE NOTE I 0 0
c' I z 0 W = no I I #4 BAR z =
DOWEL Q ~ - Q ~
H I jjcn W _ v =
SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE - 18" Q N �D 3" MAX. PIPE THIS SIDE - 18"
SECTION X-X SECTION Y-Y o o SECTION X-X SECTION Y-Y o m
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) d U DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) 6" 0
DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR DIMENSIONS OF BOX & PIPE CUBIC YARDS CUBIC YARDS DEDUCTIONS FOR DOWEL
PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX ONE PIPE PIPE SPAN WIDTH MIN. HEIGHT CONCRETE BRICK MASONRY ONE PIPE
BOTTOM WALL PER TOTAL BOTTOM WALL PER TOTAL BRICK
FORONCRETE MINIMUM D A B HSLAB H .
MMASONRY OR C.S. R.C.
D A B H SLAB FT. HT. C.M. R.C. 12" 3'-0" 2'-0" 2'-0" 0.268 F IN. HEIGHT H
HEIGHT H
O 313T 0.522 0.020 0.032
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 15" 2'-3" 0.268 0.313 0.600 0.031 0.047
18" 0.059 0.085
2'-6" 0.703 0.033 0.049 18" 2'-6" 0.268 0.313 0.678 0.044 0.065
2 4" 3' 0" 0.814 24" 3'-0" 0.268 0.313 0.835 0.078 0.113
30" 3' O" 2'-0" 3'-6" 0.222 0.222 0.925 0.092 0.127 SHEET 1 OF 1 30" 3'-O" 2'-0" 3'-6" 0.268 0.313 0.991 0.122 1 0.170 SHEET 1 OF 1
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PLAN OF GRATING rr � °0 GENERAL
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Li- CLIENT
SECTION E - E SECTION F - F
SHEET 1 OF 1
840 . 16 RHETSON
COMPANIES, INC.
2075 Juniper Lake Road
West End, North Carolina 27376
Phone: [phone]
PROJECT INFORMATION
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DESIGNED BY: SCOTT
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DRAWN BY: SCOTT
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PROJECT NUMBER: 2019
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DRAWING SCALE
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N
NOT TO SCALE
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DATE RELEASED
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a MAY 6, 2024
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SHEET NUMBER
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- 6
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