SW6240606_Plansheet - Misc. Detail_20240830 (6)

4Dsite
BACK OF CURB NOTES: MORTAR JOINTS 1/2" +/- 1/8" THICK. Z Z
FRAME GRATE AND HOOD
SEE STD. NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. 0Cn y+ O In
X >- EXPANSION JOINTS >-
TOP ELEVATION USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. H
5/8 DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. Q Q Q
USE #4 BAR DOWELS AT 12" CENTERS FOR ALL PIPE SIZES. W J 20 U 8 E CD 6 6 4 6 4 6 z 20 G='S V solutions
Y ---- Y PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
F�A _ _ ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. O O CL=Z #4 BARS V STD. 840.03 FRAME LL_j CL=Z civil engineering I land surveying
CA @ EQUAL SPACES GRATE & HOOD f)
m USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. W cc Z LL 1%2" 1%2" LLI cc Z LL_^ 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
B USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS Lu U Q O= 3 H,<Q O office 910-426-6777 fax[phone] license number I C-2354
OF SECTION 840 OF THE STANDARD SPECIFICATIONS. O O wwwADsitesolutions.com
8" = IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB H 2~Z LLU Z LU
MIN. MIN. AS SHOWN ON STD. NO. 840.00. O I-W O J i U)H LL,O J
Err D FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE 2 O~Q 0 O CO Q
MIN. 12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING z H 2 R w R M _ w 6'-0'I O H 2
0 0 6'-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY. '� ?Q P ¢ PLAN z MAXIMUN DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ~H-1 CO qT ~H
PLAN X T IL
SEE NOTE ELEVATION IS 12'-0". STD. NO. 840.45 CONTROLS MAXIMUM DEPTH N w O LLL ¢J " ¢ Jw CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES N W
OF PRECAST BOX IF USED. ¢ Q
TOP ELEVATION SECTION X-X r d TOP ELEVATION
CONSTRUCT WITH PIPE CROWNS MATCHING. �••.• •�
w - xr w EXPANSION JOINT 6 �Q,•'��S$/0••�/Llvj
co co co CHAMFER ALL EXPOSED CORNERS 1". `99
DRAWING NOT TO SCALE. co @ Cl) USE ON FLAT GRADES 2% AND UNDER
- - _ _ _ _ _ _ _ FRAME GRATE AND HOOD TOP ELEVATION �( SEA _
SEE STD. NO. 840.03 STEPS - STD. NO. 840.66 3' 0„i - - - 0 274 _
op 3'-0", 1 DEPRESSED GUTTER LINE
8 8 STEPS - STD. N0. 840.66 S EXPANSION JOINT
A o TOP ELEVATION - - 2 PLAN OF TOP SLAB SECTION S-S �SCOTT.•g�````��
MIN. MIN. = f �- G'I NE ••' ���`
E71
- 6" A o ELEVATION o //�NIIIIIIIN��w�
I 6" B T E W NORMAL CURB AND GUTTER ON LIGHT GRADES W
.o .. o .' T E T Z Z
p D p D G D T
U - U6 -�
z /~/� W TOP ELEVATION NORMAL GUTTER LINE z �~/� W
G I_q V/ CL n I--I V/ CL
SECTION Y-Y 8' #4 BAR 8" EXPANSION JOINT
= 8" = Q a H 8" E #8 "W' BARS a
8" D IN. MIN. 8„ 2 m (L
MIN. D MIN. _ #4 BARS "V" 6" USE ON GRADES OVER 2% m REVISIONS
RISER HT. _ @3 EQUAL SPACES iv =
VARIES V LO T - - - 0 V Lo
_ Q i 10" MAX i 6'-0" Q
6"MIN.. o:. ° o: ° y 0 a 2 EXPANSION JOINT a 2
T J-
_� 8" T SECTION J-J SEE NOTE 6"MIN. o �..'. .° 4 '.. . ,'.° .. . Q 2 #4 BARS "U" 1/2„ " 1' 0' Q 2
o�� o _ 1 6 DEPRESSED GUTTER LINE 2
MIN. WHERE 30"TO 36"PIPE IS USED � � ELEVATION � ~
E SECTION M-M 3 SEE NOTE Cn CO
WHERE 42"TO 54"PIPE IS USED V SECTION R-R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES (�
N N
RISER HT. WHERE 30"TO 36"PIPE IS USED Q ~ T_ Q ~ r
VARIES E 0 m MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)* Q m
DIMENSIONS OF BOX AND PIPE TOP SLAB CU.YDS. CONC. IN BOX BRICK MASONRY DEDUCTIONS
_ _ _ - - - I J Q PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BARS-U BARS-V BARS-W TOTAL TOP BOTTOM TOTAL BRICK MSNR. g TOTAL
ONE PIPE 0
B M r M Cr D A B C G H E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB SLAB CONIC. IN WALLS CONCRETE C.M. R.C. 2
A 12" 3'-0" 2'-2" -- -- 2'-9" -- -- -- -- -- -- -- -- -- -- 0.281 0.281 0.883 1.164 0.020 0.042
15" 3'-0" 2'-2" 3'-0" 0.281 0.281 0.963 1.244 0.031 0.047
I m 18" 3'-0" 2'-2" 3'-3" 0.281 0.281 1.043 1.324 0.044 0.065
24" 3'-0" 2'-2" 3'-9" 0.281 0.281 1.204 1.485 0.078 0.121
- 30° 3'-0" 2'-2" 3'-4" 4'-3" 1'-2" 4'-4" 4 1'-6" 3 4'-1" 3 4'-1" 45 0.147 0.374 0.521 1.606 2.217 0.122 0.184
" 36" 3'-0" 2'-2" 3'-10" 4'-9° V-8" 4'-4" 4 2'-0" 4 4'-1" 3 4'-1" 49 0.187 0.415 0.602 1.914 2.516 0.176 0.261
if
WHERE 42"TO 54"PIPE IS USED 42" 3'-0" 2'-2" 4'-5" 5'-3" V-5" 3'-6" 4 V-9" 3 3'-3" 3 3'-3° 38 0.135 0.373 0.508 2.152 2.660 0.240 0.371
48" 3'-0" 2'-2" 5'-0" 5'-9" 2'-0" 3'-6" 4 2'-6" 4 3'-3° 3 3'-3" 41 0.173 0.410 0.583 2.415 2.998 0.313 0.477
L..DETAIL SHOWING METHOD SHEET 1 OF 2 54" 3'-0" 2'-2" 5'-7" 6'-3" 2'-7" 3'-6" 4 3'-0" 6 3'-3" 3 3'-3" 47 0.211 0.448 0.659 2.806 3.465 0.396 0.595 SHEET 2 OF 2
OF RISER CONSTRUCTION PLAN PLAN 840 01 RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 840 . 01
v ■ ■
FRAME GRATE AND HOOD GENERAL NOTES: Z Z
BACK OF CURB SEE STD. NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. �Cn S �Cn
X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
>- EXPANSION JOINTS >-
5/8" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q Q Q Q
TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT Iz-I 2 C.1 6 E 4'-6IF 4'-61'
o' D o' D' °' .D o 12" CENTERS AS DIRECTED BY THE ENGINEER. " ~2 O
LL J O I-I 6 6" LL J O I--I
Y o o Y y � Z #4 BARS 'V" STD. 840.03 FRAME, � Z
o - L _ - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O Cn 2 @ EQUAL SPACES O O Cn 2
A r 2 1/„ 1/„
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q Q LL= 3„ 2 2 W Q cc Q LL=
° Cl) a:, a AS SHOWN ON STD. NO. 840.00. H'U fY O O I I Ipo H U O
6" B �.' +-6" = USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. <2 Z I--' W / <2 Z IOI PROJECT NAME
- LLJ
---- FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER O�LLO J MIR O LL O0 J
p 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST O O w Q co M cn I O Q
.p'o'.D' '0 '.'D' °.'°'O'.'D ;°. QUANTITIES ACCORDINGLY. Z H 2 R w R U 6'-OF Z ~2 VILLAGE AT
w "e MAXIMUM DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION = L - a P LAN
PLAN IS 16'-0 STD. NO. 840.45 CONTROLS MAXIMUM DEPTH IF PRECAST BOX IS USED. N r-I to C0 cn CL
r-I
SEE NOTE ¢ m Q u CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES N
X D 3 CONSTRUCT WITH PIPE CROWNS MATCHING. r W Q_j I W
TOP ELEVATION SECTION X-X T O C3 w w ELEV. 6„M Z) r O
CHAMFER ALL EXPOSED CORNERS 1". v c7 TOP
Co eo io DRAWING NOT TO SCALE. c ROCKFISH
�� ih uo USE ON FLAT EXPANSION JOINT
GRADES 2% AND UNDER
TOP ELEVATION PHASE V
- - FRAME GRATE AND HOOD STEPS - STD. N0. 840.66 DEPRESSED GUTTER LINE
SEE STD. NO. 840.03 STEPS - STD. NO. 840.66 3r 0ri i 3r_0rr
`S EXPANSION JOINT �
6 A 6 _ - - - - - - - - PLAN OF TOP SLAB SECTION S-S LOTp' ITOP ELEVATION ELEVATION (VARIABLE )
O O MI _
ID
o.. .u.P A LL IZ`I NORMAL CURB AND GUTTER ON LIGHT GRADES LL IZ`I
o I 6" D. E
I B (D Co (.'� Co
° E-►I 4
o p Z Q W NORMAL GUTTER LINE Z a W
°p = ~ Co EXPANSION JOINT I-I a
6' G 6" _ H 6„ E� #8 "W" BARS #4 BAR 8„ TOP 6" Q CO ~
SECTION Y-Y s" a° c s" °. QEL
D o ° 0 = #4 BARS "V" a USE ON GRADES OVER 2% ELEV. 2 =
RISER HT. oa. .�.' D o @ EQUAL SPACES _
VARIES = o ° 2 a LO i i DEPRESSED GUTTER LINE a LO
loll
_ ° MAX 6, 0„
'.o '.?.".o J. p 0 "6-
6" EXPANSION JOINT 0 M p D ° D o D L � Z 2 #4 BARS rrUrr 1'-0" �� z 26" 7T SECTION J-J aSTORM DETAILS
= 1j
~ DOWEL ELEVATION F-
SEE
° D o WHERE 30" TO 36" PIPE IS USED U) W SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES U) W SEE NOTE � SECTION M-M
WHERE 42" TO 54" PIPE IS USED N } N
WHERE 30" TO 36" PIPE IS USED Q T MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER) * Q T
RISER HT. Z Z
VARIES o 0 0 O DIMENSIONS OF BOX AND PIPE COVER CU.YDS. CONC. IN BOX DEDUCTIONS 0 O
Q PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION BARS-U BARS-V BARS-W TOT. CONC. ONE PIPE
J O TOTAL TOP BOTTOM FOA MINIMUM 0 V
- _ _ _ _ _ _ _ • ,i p D A B C G H E F N0. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB SLAB HEIGHT H C.M. R.C.
:I B M o o ° o ..o, p' .o. M 12" 3'-0" 2'-2" 2'-9° 0.235 0.772 0.015 0.026
° r
A p.'. 15" 3'-0" 2'-2" 3'-0" 0.235 0.829 0.023 0.036
A pt o, 18" 3'-0" 2'-2" 3'-3" 0.235 0.887 0.033 0.049
¢ o. 24" 3'-0" 2'-2" 3'-9" 0.235 1.001 0.059 0.085
� ° o . � m D'p. 30" 3'-0" 2'-2" 3'-4" 4'-3° V-2" 4'-0" 4 1'-5" 2 3'-9" 3 3'-9" 39 0.123 0.321 1.433 0.092 0.127
- - - - - - - - -
WHERE 42" TO 54" PIPE IS USED _.a.-. .. .° . ° . .. .. CLIENT
°.I 36" 3' 0" 2' 2" 3' 1O" 4' 9" 1' 8" 4' 0" 4 1' 11" 3 3' 9" 3 3' 9" 43 0.161 0.358 1.714 0.132 0.178
�I 42" 3'-0" 2'-2" 4'-5" 5' 3" 1'-5" 3'-2" 4 1'-8" 2 2'-11" 3 2'-11" 32 0.112 0.318 1.738 0.180 0.243 p .'. .L ,.. p .p p .a.. 'D' ° .D' p' '.o' p ..D. .
LL 48" 3'-0" 2'-2" 5'-0" 5'-9" 2'-0" 3'-2" 4 2'-3" 3 2'-11" 3 2'-11" 35 0.145 0.352 2.052 0.235 0.317
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 54" 3'-0" 2'-2" 5'-7" 6'-3" 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-11' 41 0.180 0.386 2.387 0.297 0.401 SHEET 2 OF 2
8 4 0 ■ 0 2 * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 8 4 0 ■ 0 2 SIDS MILL
Z
„ „ „ „ F-� 23i/' PROPERTIES, LLC
43 NOTE: USE TYPE E F AND G GRATE Q Q DETAIL SHOWING TYPES OF GRATES 3 IF Q Q
UNLESS OTHERWISE NOTED. Q�� • 2 11 /4
H =� USE ACCORDING TO WATER FLOW. 11/2" H
B CD
LLJCC
�HZ B LL_ja_
0 0�2 JJ�� O O�2
I 4 Q U Q p 2 CD TYPE "Grl TYPE "EII TYPE IIF" A A 1 "� I 9/8,1 Q U p H
MN M\1 I�/ ~ ~Z~
A A - ("��o J "\ c~n��o� 8000 Corporate Center Drive
_ o o c i Q ,/ o o CO Q Charlotte, North Carolina 28226
°C - WATER FLOW SAG s- WATER FLOW - I 9%8 Z I�tr
ALIGN FRAME WITH INSIDE Ir- z I-H H Phone: [phone]
EDGE OF WALL TO ALLOW 21jg" I 21/g" N p - N p I`- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
FOR VERTICAL ADJUSTMENT B 1/2/r 13/ II T p
T
WALL SECTION SECTION - LL SECTION - MM
SECTION - BB - - - - - - - - - - - - - - - - - - - - - - - - 1 II 5 rl
i E 1 /2 /s PROJECTINFORMATION
B i SECTION B-B
PLAN J \ 41/
DESIGNED BY: CALEB
z 34"
FRAME GRATE & HOOD ASS'Y N N 3/ T I DC O ~ 1 / 2/ pC O ~ DRAWN BY: CALEB
FRAME,GRATE, N C/) �- WATER FLOW SAG E- WATER FLOW O O Q
6" 2'-0" 6' �\ _I LL O m LL O Co CHECKED BY: SCOTT
= SECTION A-A =
O = O = PROJECT NUMBER: 2050
3' 0" =� _ = H C U TYPE "F'/ TYPE "E" TYPE "G" TYPE - E '-' O I-
N 0) �� r`� �I 13Z4 r, _� Q Z Q Q Z Q
U U
K -K N N o p 9 RAISED FLOW ARROW o DRAWING SCALE
13 rr _ n 0 P 1 II 23/4 .+
L IVI 0) N 4 _ ,/ 16 HIGHcr
°) W o RAISED FLOW ARROW 23/4 -�1 N Q
Uj
SECTION - AA 0 z /6 HIGH OD _ o z NOT TO SCALE
3 �, Qa � 0 0 _ 00 Qa �
L M =ao� _ =co I- °C fn O O _N 1 rl r T I-
J FRAME PLAN �� N z 1%2" r� ��_ 1 /201
z DATE RELEASED
SECTION - JJ Q W O "� 1/81/ a O T 1/8/1 M\� < � O
0
N
O
N
C� LU
34 rr 3/II 3'-0%8rr 5% 0 Cn w
1 1 _ - - - - R- - 31r R �21r o P O 1 11/21 \ 9 13/II 1 II o MAY 6, 2024
> o� v - = oC L L O 1%2/, 3 /8 T 1 /2 R 1 II O
U M\� - " r rr " N = I If 1 � 1 II /$
a 641 v > 1% rr 6 2 0 6 3 _ /2,� W 2 -113/4 2 -113/4 LL
6'I 6n 2 /n r /2" 1 " II 7 II 1 2//
> 31i21r 3/ orl �3�2�' 3,rl O 3/ ,2r1 _ 1 /2 1�2 I IF��/8 1 / SHEET NUMBER
„ � � 1 II
1/6 45/8 1 /4 SECTION A-A 1 /2 SECTION - KK 2'-1 1%2" 3 " J
a R
HOOD ELEVATION SECTION - RR SHEET 1 of 2 TYPE - F TYPE G r, SECTION A-A SHEET 2 OF 2 C - 6N5
840 . 03 0 T 840 . 03