SW5210702_Plansheet - Misc. Detail_20210708 (16)

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PIR®TEECTION
NOT TO SCALE
U)
J
H-
W
t
BACK OF CURB
zx
rwm
PLAN
x
L I L ,;A r I ON
u •� m +8
SECTION Y-Y
RISER HT,
VARIES
6
WHERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES
d;. A-
A --
WERE 42" TO 54" PIPE IS USED
DETAIL SHOWING RETHOD
OF RISER CONSTRUCTION
SECTION x-x
SEE
,ENERAL NOTES:
USE CLASS "El" COHCf1ETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3 6" IN DEPTH wITH STEPS 12"
ON CENTER, USE STEPS WHICH COMPLY WITH STD. DRAWING 84D.56.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR NA LIAR DDHEL$ Al
12" CENTERS AS DIRECTED 9Y THE ENGINEER,
USE FGCM15 FOR THE C4NSTRUGTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHONH ON STD. NO. 840AM
VSE TYPE "E", "F" ANO "0" ORATES uNLESS ❑THEM SE INDICATED.
FOR 3'-O" IN HEIGHT OR LE88 USE 6" WALLS AND BOTTOM SLAB. OVER
8'-0" TO tfi'-0" IN HEIGHT USE B" WALLS AND BOTTOM SLAB, ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT W17H PIPE CAQA1<S YATGHiNG,
CHAMI`t: i ALL D;[7 OSED CORNEAS 1",
QFIA1*INO NOT TO SCA1.9-
EE
F I
v. v
-- ►� z
S„
ti•.
' D `
'9•
wry. -A -
T SECTION J-J
WHEK .1D" TO $6" PIPE IS USE4
g m
a:,1
PLAN
NOTE: USE TYPE „Erg "F° AND "U" GRATE
UNLESS OTHERWISE NOTE.
B
21 O O
r, A ALIGN FRAME WITH INSIDE
EDGE OF WALL TO ALLDW :•_
FOR VERTICAL ADJUSTMENT ;a.
L a GALL SECTION °.'o
O
O
SECTION - BB
M
PLAN
FRAME,GFATE, & HOOD A5S'Y
1
` v }
T �r,
r, 3,
SECTI
s, .0TV,
l 1441
41,
_ 1R,err
HOOD ELEVATION
I SECTION M-M
WHERE 42" TO 54" PIPE IS USED
PLAN
x
L I L ,;A r I ON
u •� m +8
SECTION Y-Y
RISER HT,
VARIES
6
WHERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES
d;. A-
A --
WERE 42" TO 54" PIPE IS USED
DETAIL SHOWING RETHOD
OF RISER CONSTRUCTION
SECTION x-x
SEE
,ENERAL NOTES:
USE CLASS "El" COHCf1ETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3 6" IN DEPTH wITH STEPS 12"
ON CENTER, USE STEPS WHICH COMPLY WITH STD. DRAWING 84D.56.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR NA LIAR DDHEL$ Al
12" CENTERS AS DIRECTED 9Y THE ENGINEER,
USE FGCM15 FOR THE C4NSTRUGTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHONH ON STD. NO. 840AM
VSE TYPE "E", "F" ANO "0" ORATES uNLESS ❑THEM SE INDICATED.
FOR 3'-O" IN HEIGHT OR LE88 USE 6" WALLS AND BOTTOM SLAB. OVER
8'-0" TO tfi'-0" IN HEIGHT USE B" WALLS AND BOTTOM SLAB, ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT W17H PIPE CAQA1<S YATGHiNG,
CHAMI`t: i ALL D;[7 OSED CORNEAS 1",
QFIA1*INO NOT TO SCA1.9-
EE
F I
v. v
-- ►� z
S„
ti•.
' D `
'9•
wry. -A -
T SECTION J-J
WHEK .1D" TO $6" PIPE IS USE4
g m
a:,1
PLAN
NOTE: USE TYPE „Erg "F° AND "U" GRATE
UNLESS OTHERWISE NOTE.
B
21 O O
r, A ALIGN FRAME WITH INSIDE
EDGE OF WALL TO ALLDW :•_
FOR VERTICAL ADJUSTMENT ;a.
L a GALL SECTION °.'o
O
O
SECTION - BB
M
PLAN
FRAME,GFATE, & HOOD A5S'Y
1
` v }
T �r,
r, 3,
SECTI
s, .0TV,
l 1441
41,
_ 1R,err
HOOD ELEVATION
I SECTION M-M
WHERE 42" TO 54" PIPE IS USED
p' A
•3r
SECTION - LL
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T
SECTION - PP
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840. 02
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SECTION - RM 0 0 W
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SECTION - Nil
4
34 r1_ m0�
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z < <
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SECTION - JJ < LJJ
LL
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m L
LL
SECTION - RR SHEET 1 7 2
840.03
R
LL
PLAN OF TOP SLAB
E MB "W" ESARS
E L PA E
io
SECTION R-H
EXPAN$ION JOTNT$
4'-S" i G B"
e STD. 84b.03 PRAME,
112" GRA7E S HOOD
PLAN
m a LL CLJFB AND BUTTER WITH CATCH BASIN ON STEEP GRADES
W TOP
2 USE ON FLAT ELEY. EXPANSION JOINT
GRADES 2N AND UNDER 11i
REPRESSED GUTTER LINE
FXPANSiGN JOINT
SECTION S-S l�
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL .GUTTER LINE
EXPANSION .1ilINT
f� Ri R:sR ` TOP
N I 115E ON GRAAES 0VER 2'% ELEV,
DEPRESSED GUTTER LINE
EXPANSION JOINT MAC,
e' I 1'- " IU V
DOWEL ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MSN3YLN #INEN$i0N$ AW 011AMYYYIE3 FOA CONCRETE CATCH KA84NILiA$EO ON M31N, REX011Y, N, WITH NO RISER -
D7>rENSI0PJ5 OF BOX AND PIPE
COVER
DTNEkSIUN
jLU,YD5. CONC, IN DON
9EUMTIONS
ONE PIPE
G.M. R.C.
PIPE
SPAdt
WIDTH
44IOTH
3PA1,
MIN, HE FBHT
BARS-U
BARS-V
BAR&'W
r47AL
TOP
SIJ58
BOTTOM
SL-AL1
10T OC.
n„b1 u
D
A
B
C
G
H
E
F
N0,
LENdTN
rJO,
LENGTH
++4-
LENGTH
L65-
12"
S -0"
3'-2"
--
--
2'•B"
--
--
-
--
--
--
-
--
--
0.235
0.77$
8-015
0.02G
15"
9'-0"
2'-2"
3'-D"
6.255
0.829
O•a23
0.059
3'-3"
4. 238
4.J'J87
0.033
0.0A81
24"
.R'-P"
2'•2"
3'-8"
0, 835
1,001
0.059
0.035
30 '
3 •0"
Q'•2
3'•4
A'- 9
1'•E
4'•0
4
1 •5'
2
3'-9'
3
3 -9'
39
01123
0. 321
7.433
0.092
0.127
Ms'
3'-0"
2'-2"
3'-1D"
a' Li'"
1'•6"
4'-O"
4
1' 11"
a
3' 9"
3
3' 9"
43
0.161
0.358
1.714
0-132
A-178
42"
9' 0"
2' 2"
4' S"
5'•3"
1' S"
3' 2"
4
i' J3"
2
2'-11"
d
2:-11"
32
0.112
0.919
1.738
0.180
0-243
413"
3' 0"
2' 2"
5' 0"
$'-J1"
2'-0-
3'-2'
4
2' 3"
3
P, - i 1
12 11"1
35
0. 145
0-352
12.052
0.235
0.317
2'-1,"
S'-�"
4
2`-10"
1 5
12'-11"
3
2-11"
Al
a•100
rri. 388
2.387
0.297
0.401
DETAIL SHOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
TYPE "G" TYPE "E" ~TYPE °F'"
—WATER FLOW SAG WATER FLOW �—
WATER FLOW SAG WATER FLOW
JAI
TYPE "F" L—TYPE "E" TYPErr.n
P
RAISED FLOW A----
rr NIGH I I�
Liz
2'-11�°,
rr CC 1 r' I�/� SECTION A • A
TYPE - F
1
1
RISER HAS .228 CUBIC YARDS OF CONCRETE PER FORT HEIGHT
2'-71§4rr
SECTION A -A
rrL
re
244
rr�
11 T� � 13,41
TYPE - E
RAISED FLOW ARROW � r
44
��" HIGH
r
1� 1,
I�rrR ,r
2, 1 1 : Ir
1 +,
TYPE G
• igr,
SECTION A -A
2
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REVISIONS
REV DATE COMMENT DRAWN BY
1
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
FOR REVIEW
PURPOSES ONLY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: NCR211056
DRAWN BY: SJK
CHECKED BY: CEY
DATE: 7/2/2021
CAD I.D.: CNDS-0
SITE
IMPROVEMENT
PLANS
FOR
GFD MANAGEMENT INC.
LOUISBURG ANNEX
LOUISBURG PLAZA
RETAIL WAY
FRANKLIN COUNTY
LOUISBURG, NC 27549
BOHLER#
BOHLER ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
NC@)3ohlerEng.com
CAP
,IIIIIIIIIJ/// ,
OFESS /0°
SEAL -:
485
0
121
SHEET TITLE:
STORM
DETAILS
SHEET NUMBER:
C-902
0
N I
N CC
0 C
ORG. DATE - 6/23/2021