SW6220101_Plansheet - Misc. Detail_20220119 (6)

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BACK OF CURB FRAME GRATE AND HOOD NOTES: MORTAR JOINTS 1/2" +/- 1/8" THICK. Z Z
X SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. O } S OH >_
TOP ELEVATION F- EXPANSION JOINTS }
5/8„ 1' 0" USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Q Q Q Q
DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. z _ 8 E �-j 4 -6 4'- 6 solutions
Y Y USE #4 BAR DOWELS AT 12" CENTERS FOR ALL PIPE SIZES. I -I O C3 I 6 6„ O
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" W J Cl_ I""I Z #4 BARS "V" STD. 840.03 FRAME W J CL H Z CIVII engineering land surveying
A _ 0 0�_ @ EQUAL SPACES O O (n = 9 gl Y 9
_ _ _ - ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. „ GRATE & HOOD �
m USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. W Q Z W I 11/2" 11/2 W Q Z W 409 Chicago Drive, Suite 112, Fayetteville, NC 28306
B Q = 3" I I I U Q O= office 1910-426-6777 fax [phone] license number I C-2354
USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS
---- 8" 8" = OF SECTION 840 OF THE STANDARD SPECIFICATIONS. Q U 1--I \ i Q H wwwADsitesolutions.com
MIN. MIN. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB � 0 W \ / � � O W
6„ D AS SHOWN ON STD. NO. 840.00. CC W H J / cc LL H J
MI FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE O O Cn Q �� Lu c� Lu O O CA Q
MIN. = R _ w R c w 6'-0" _
12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING z H a ? a PLAN o0 z H
6'-0" QUANTITIES TO BE ADJUSTED ACCORDINGLY. > - Q _ ¢ >
PLAN X T CONSTRUCT WITH PIPE CROWNS MATCHING. r w pC Cr _j �� CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES T w p
T Cr � Q � w SEE NOTE , W
SECTION X-X CHAMFER ALL EXPOSED CORNERS 1". r p m m r p �\�` ``,, CAR '///
TOP ELEVATION - DRAWING NOT TO SCALE. v o LU w TOP ELEVATION 6„ ``� R. ���'I��
00 O EXPANSION JOINT-7�� O : FESS/0•. �i
co14 - f f m USE ON FLAT GRADES . AND UNDER Z�Q�� �•.•
FRAME GRATE AND HOOD TOP ELEVATION • SEA
SEE STD.NO. 840.03 STEPS - STD. NO. 840.66 - I 0 274 < _�
STEPS STD. NO. 840.66 .S
8" 8" 3'-O oD 13 0" J DEPRESSED GUTTER LINE
EXPANSION JOINT I.-L
l� -
IN. A MIN. - - - - - - - ••' �(i) iJE••.•: ����
•..••.•
I okTOP ELEVATION 6 A o PLAN OF TOP SLAB SECTION S-S ELEVATION o ��/ ��0111116������
6E W NORMAL CURB AND GUTTER ON LIGHT GRADES W
E O Z O Z / -2.2
G z y TOP ELEVATION NORMAL GUTTER LINE H co
SECTION Y-Y B D r6,N MIN. Q Co LU 8"---E#8 "W" BARS #4 BAR 8" EXPANSION JOINT Q m LU
MIN. D MIN. p 0- #4 BARS "V" 6" USE ON GRADES OVER 2°0 d REVISIONS
RISER HT. @3 EQUAL SPACES
VARIES _ LO T I 10" MAX I = LO
6"MIN.. y EXPANSION JOINT
J�
Q 6' 0" Q
8„ T Z V 2 #4 BARS „U„ � 1' O' z cai 2
�� T SECTION J - J SEE NOTE 6"MIN. o .'. �'. V.'.c .', °� -.o '�'. v.' o ... ..'. Q 1 %2" 6' DEPRESSED GUTTER LINE Q F-
MIN. WHERE 30" TO 36" PIPE IS USED H ELEVATION H `'
E SECTION M-M 3 SEE NOTE (n N U) i N
WHERE 42" TO 54" PIPE IS USED V SECTION R - R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES V
RISER HT, WHERE 30" TO 36" PIPE IS USED Q ~ Q ~
VARIES E Q m MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)* 0 m
J F " J Q DIMENSIONS OF BOX AND PIPE TOP SLAB CU.YDS. CONC. IN BOX BRICK MASONRY DEDUCTIONS Q
- - - - - - - - - - I B O PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BARS-U BARS-V BARS-W TOTAL ONE PIPE
TOTAL TOP BOTTOM TOTAL BRICK MSNA. gAICK AND O
M - - M = D A B C G H E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB SLAB CONC. IN WALLS CONCRETE C.M. R.C. _
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
-� SII rl I ¢ 18" 3'-0" 2'-2" 3'-3" 0.281 0.281 1.043 1.324 0.044 0.065
rl I m 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" V-2" 4'-4" 4 V-6" 3 4'-1" 3 4'-1" 45 0.147 0.374 0.521 1.606 2.217 0.122 C.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
WHERE 42" TO 54" PIPE IS USED 1. 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
DETAIL SHOWING METHODT 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 1840.01
FRAME GRATE AND HOOD GENERAL NOTES: Z Z
BACK OF CURB SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. S
X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12' Q Q EXPANSION JOINTS Q Q
5/8" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. ig:
Z = g E 4'-6„ 4'-6' Z =
TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT I-1 = C3 U I-1 = C3 U
.v':;v- .e' .v :,.v':;° 0 12" CENTERS AS DIRECTED BY THE ENGINEER. W J O H „ 6" 6" W J O H
Y o Y yj IL Z #4 BARS V" STD. 840.03 FRAME, IL Z
v.: r J_ _ - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O 2 O O 2
A = Cn @ EQUAL SPACES GRATE & HOOD
z 1112„ 11/2„ W QZLL
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q Q LL = 3, Q =
Cl) AS SHOWN ON STD. NO. 840.00. H U = O Ur I U CC O c� PROJECT NAME
- - - - 6" o B �.'. 6" = USE TYPE "E" "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. _ z W \ / / _ ~ Z W
° a a FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER ~ LL O J \ / ~ LL O J
° O 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST = O t--r Q <D = O H Q
0 U) R Cl) R M_ Lu II o U)
Z H U U F� 6' - 0'
QUANTITIES ACCORDINGLY. w
CONSTRUCT WITH PIPE CROWNS MATCHING. > Q � H WOODSHIRE
a PLAN
PLAN X 3„ SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". w p Cr J Cr Q u- CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES r IL
W p
TOP ELEVATION SECTION X-X DRAWING NOT TO SCALE. *- p D IT w TOP p
r SUBDIVISION
Cl) �, USE ON FLAT ELEV. EXPANSION JOINT 6
co S GRADES 2% AND UNDER
TOP ELEVATION PHASE 7
- - - - _ - - - FRAME GRATE AND HOOD
SEE STD.NO. 840.03 STEPS - STD. N0. 840.66 STEPS - STD. N0. 840.66 S „I I DEPRESSED GUTTER LINE
EXPANSION JOINT 3 0 I I co 13'-0"
6 A 6 - - - -
= ELEVATION =
�T o 0
o o.. A LL IZ-I NORMAL CURB AND GUTTER ON LIGHT GRADES W N
6 B E CD Vi co V%
z Q W NORMAL GUTTER LINE z Q W
_ m W EXPANSION JOINT I--1 m (-
SECTION Y-Y 6" C g" 6' G 6' = Q 6" E #8 "W" BARS #4 BAR g' Q CL
TOP
D �o ° 0 = #4 BARS "V" iv USE ON GRADES OVER 2% ELEV. 0 =
o' D @ EQUAL SPACESRISER _
VARIES HT v� = Q LO CD 10" I DEPRESSED GUTTER LINE Q �
- 6„ r, a a < V p EXPANSION JOINT MAX. 0
r - v _ 1 Q = STORM DETAILS
6 0
T Z #4 BARS "U" I I I Z
6„ T SECTION J-J r o. Q W= 1i2„ Q W=
° ~ DOWEL ELEVATION H po WHERE 30" TO 36" PIPE IS USED � LU SECTION R - R NORMAL CURB AND GUTTER ON STEEP GRADES � � CV
SEE NOTE � o SECTION M-M
WHERE 42" TO 54" PIPE IS USED } 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 r
RISER HT. Z Z
VARIES p O DIMENSIONS OF BOX AND PIPE COVER CU.YDS. CONIC. IN BOX DEDUCTIONS 0 O �'� a o p PA D D PA H DIMENSION BA S-U BA V B S-W TOTAL TOP OTTO ONE PIPE
SPAN N WIDTH WIDTH SPAN N H HEIGHT E F N0. R LENGTH N0. RSLENGTH NO AR LENGTH LBS. SLAB BSLABM F Ci
ID EIGHT. H
O PIPE MIN GHT
M o�o._ ..�.. �.°�� M = 12" 3'-0" 2'-2" -- -- 2'-9" -- -- -- -- -- -- -- -- -- -- 0.235 HEIGHT.
0.015 0.026
�7 15" 3'-0" 2'-2" 3'-0" 0.235 0.829 0.023 0.036
6„ p A F.'I. - t ... A
pl o: 18" 3'-0" 2'-2" 3'-3" 0.235 0.887 0.033 0.049
24" 3' 2' 2'-2" 3'-9" 0.235 1.001 0.059 0.085
v. o
.I " m "p 30" 3'-0" 2'-2" 3'-4" 4'-3" 1'-2" 4'-0" 4 1'-5" 2 3'-9" 3 3'-9" 39 0.123 0.321 1.433 0.092 0.127
of °I 36" 3'-0" 2'-2" 3'-10" 4'-9° 1'-8" 4'-0" 4 V-11" 3 3'-9" 3 3'-9" 43 0.161 0.358 1.714 0.132 0.178
WHERE 42" TO 54" PIPE IS USED c'"......' 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
CLIENT
DETAIL SHOWING METHOD 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
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
1840.02 * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT Ran. 020 U) _
Z Z �
43" NOTE: USE TYPE "E", "F" AND "G" GRATE = - Q Q 23/ rr OH Q
UNLESS OTHERWISE NOTED. r� 3j" Q DETAIL SHOWING TYPES OF GRATES 2' 113/4" Q •
N P M I �� P H v USE ACCORDING TO WATER FLOW. 11j2" H v ■
LLJCLr--iZ B LLJCLHZ
� v Q o = TYPE "G" TYPE "E" TYPE "F" A A 1 „ cr v Q o =
21jB rr y l 21/8 r, Q H =� I 9 /g Q H 1041 B Robeson Street
N N 0 LL 0 J "� Cf) � 1 L 0 Fayetteville, North Carolina 28305
0 o SECTION - LL SECTION - MM rr O ~ Q °C O ~ Q
"' SAG WATER FLOW - I19,18" z H Phone: [phone]
oo - z °C � WATER FLOW
r a o > T > Fax: [phone]
co A A ALIGN FRAME WITH INSIDE 13/8 00 r-1 00 r-1 ( )
L��M EDGE OF WALL TO ALLOW =� r p - - - - - - - r p
r� r - - - - - - - - - - - - - - - - - - - - - - - - - - B 2
FOR VERTICAL ADJUSTMENT o. 1 rr _ cod p 1 / rr r p
� WALL SECTION °
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SECTION - BB - - - - - - - - - - - - - - - - - - - - -- 11/2rr 5/„ PROJECT INFORMATION
SECTION - PP SECTION - NN
B � t � t� SECTION B-B
PLAN _ 4" DESIGNED BY: CALEB
a -. I c z 1 3/ rr 21/ rr z
- 3/4 " C I� G DRAWN BY: CALEB
N FRAME, GRATE, &HOOD ASS'Y a N1 o O -� WATER FLOW SAG WATER FLOW p O Q
_I w O m w 0 pp CHECKED BY: SCOTT
= SECTION A -A =
6 2 0 6 - C0 z = z = PROJECT NUMBER: 1070
3'-Off :� ,� �, 13/ rr Z Q Z Q
I -I O U TYPE "F" TYPE "E" TYPE "G"
K -K a„ Q n p Q' 1 rr 23/ Q n U
W w �� n� o = a U 9 RAISED FLOW ARROW °C Q V
o rr o DRAWING SCALE
L M a cv w / °' 0 N Cr RAISED FLOW ARROW 23/ " /s HIGH 0 N Q
a SECTION - AA z LU
%s" HIGH OD o z NOT TO SCALE
Z z Q Q O _ C1 \ z Q r�am^/�
O I T r V J
L M M c~n O 1 /2 rr \ 1 �2 r c~n C3 z
CAI LO z M� r _ O DATE RELEASED
J FRAME PLAN SECTION - JJ >- /
■+ O
0 3/ ,r g/ „ 3' 0%g,r 55/8„ Q Lu 1 $ rr a 1/8 M� � LLB �w
-- 1/2" Q Q O 1 „ =N 9 13j r� IF Q Q JANUARY 17, 2022
_ 1 1 rr O Cr
L 1/
R 3" R O � rr 2
r�� = Q - - - - - - c = =O 1 %2,r 13/ i I� /g r 1 /2 R 1/8rr = LL O
> 1/ 6" 2?- Of' 6" T /2'r� LL 2'-113/4 �-I 2'-113/4" SHEET NUMBER
1:5
Err 3/ 1 �2rr � 1 „ I-
0 31 „ 3 r O „ 31/2 „ 3/ " O43/ „ 4 - %2 " 1 /2 f 8 I
1 1/2 rr
SECTION - KK r� 1 „ 1/s I� s 13/4" SECTION A -A I
2 - 1 1 /2 4 /g ;S ^� 7J _
N R SHEET 1 OF 2 TYPE - F SECTION A -A SHEET 2 OF 2 C605
= HOOD ELEVATION SECTION - RR 1840.03 TYPE G r 1840.03
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