SW6230605_Plansheet - Misc. Detail_20230705 (6)

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BACK OF CURB FRAME GRATE AND HOOD NOTES: MORTAR JOINTS 1/2" +/ 1/8" THICK.
X SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. OH U) S� O O
TOP ELEVATION H EXPANSION JOINTS �>_
§J8" 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 H= 8" E 4'-6" 4'-6" Z~_ - solutions
Y Y USE #4 BAR DOWELS AT 12" CENTERS FOR ALL PIPE SIZES. H 0(jr U 6„ 6„ I-I0('3 U
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" W J a:"Z #4 BARS "V" STD. 840.03 FRAME W J H Z
H=A ___ - ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. O O(n= @EQUAL SPACES O O O= civil engineering land surveying
cc „ „ GRATE & HOOD
m USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. LI I Q Z LL „ 1�2 11/p LLI Q Z LL 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
B USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS �U O� 3 I / F-U O office 910-426-6777 fax l 930-426-5777 license number I C-2354
---- 8" 8" = OF SECTION 840 OF THE STANDARD SPECIFICATIONS. Q I--1 / Q I--1 wwwADsitesolutions.com
MIN. MIN. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB fj�LL ZO Lu / / U)F-LL O J
6„ D AS SHOWN ON STD. NO. 840.00. H - - H
MIN. FOR 8'-0' IN HEIGHT OR LESS, USE 8" WALL, OVER 8'-O" IN HEIGHT, USE O O Cn(r R c� R °� w 6'-0" O O O
12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING Z H j v � L) Z H
6'-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY. = (L = a PLAN
PLAN X T CONSTRUCT WITH PIPE CROWNS MATCHING. r w p w_ w cc Jw CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES r LWLI O
TSEE NOTE Q
SECTION X-X CHAMFER ALL EXPOSED CORNERS 1". r O m
TOP ELEVATION - - DRAWING NOT TO SCALE. _ w w 6" ♦ . .•�
a o TOP ELEVATION ♦♦��(N � �j�
.... ..
fO co 'o Cr) EXPANSION JOINT ♦♦ .•�ESS/0
USE ON FLAT GRADES 2% AND UNDER
FRAME GRATE AND HOOD TOP ELEVATION SEA y
SEE STD.NO. 840.03 STEPS STD. N0. 840.66 -
8" 8" STEPS STD. NO. 840.66 `S EXPANSION JOINT 3 O`7 �° 3` O" DEPRESSED GUTTER LINE 02 7
MIN. A MIN. y c TOP ELEVATION PLAN OF TOP SLAB SECTION S-S ���' Sc�►NE•. ?���
T 6 E A O NORMAL CURB AND GUTTER ON LIGHT GRADES O
I 6 B
v ° ° E z ~ TOP ELEVATION NORMAL GUTTER LINE Z
e z n G 2 H N " n rr "
�� SECTION Y-Y err B Q Q w a E #8 W BARS 6rr Q Q a
8" D MIN. MIN• 8„ CO a #4 BAR 8 EXPANSION JOINT
MIN. D MIN. O a #4 BAR "V" 6" USE ON GRADES OVER 2% Q m
RISER HT. 0 = @3 EQUAL SPACES - N - - Q CL REVISIONS
VARIES _ - V 01 LO - V Lf)
r "
6"MIN. o ' ° o ° ' . y EXPANSION JOINT
J- Q � � 10 MAX 6'-0 Q � �
�i T SECTION J-J SEE NOTE 6"MIN. o •'.�'.�,'.o •'. �-.6'•��'.9,'. Q _ #4 BARS "U" 1�2„ 6" 1 0 \ Q U =
g `DEPRESSED GUTTER LINE
MIN. WHERE 30"TO 36"PIPE IS USED Cn `' ELEVATION H �/
E SECTION M-M 3 SEE NOTE O i N U) i N
WHERE 42"TO 5a"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. GONG. IN BOX BRICK MASONRY DEDUCTIONS Q
- - - - - - - - I PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BARS-U BARS-V BARS-W TOTAL TOP BOTTOM TOTAL BRICKMSNR. TOTAL ONE PIPE O
LBS. SLAB SLAB GONG. IN WALLS BRICK AND
I B M M � D A B C G H E F N0. LENGTH N0. LENGTH N0. LENGTH CONCRETE C.M. R.C. �
I I 4 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
8" u_ I ¢ m 18" 3'-0" 2'-2" 3'-3" 0.281 0.281 1.043 1.324 0.044 0.065
LL I 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 0.184
J36" 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
WHERE42"T054"PIPE IS USED r y- r rH 42" 3'-Or' 2`-2" 4'-5" 5'-3" 1'-5" 3'-6" 4 1'-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 METHOD SHEET 1 OF 2 54 3'-Orr 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
FRAME GRATE AND HOOD GENERAL NOTES: Z Z
BACK OF CURB SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. O Cn �` O O
X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" Q Q EXPANSION JOINTS Q Q
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. <�� , 6" E „ „ Q
TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
fZ-I��U 4 -6 4 -6 C-)
12"
o ::o •o' •v o' :o 0 12" CENTERS AS DIRECTED BY THE ENGINEER. LL J O H „ „ 6" 6" LL J o H
y y T 1 Z #4 BARS V STD. 840.03 FRAME Z
o L - - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O C_ @ EQUAL SPACES O O N=
A CC 2„ 2„ GRATE & HOOD fY
o' m --- _ :o: ; IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q Q LL= 3,r 17/ 11/ LLI Q Q LL=
M AS SHOWN ON STD. NO. 840.00. H U O Ur ~U O PROJECT NAME
6" o B 6" = USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. z W ` / / ~z W
Cl _
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. D OVER W Q / �LL OH J
o. o. 8'-0' TO 6 -0' IN HEIGHT USE 8 WALLS AND BOTTOM SLAB. ADJUST O �,� m �� m O Q
v' v' o ;o• QUANTITIES ACCORDINGLY.
z Cl) R Lu R i; ��6'-0" z Hoc
CONSTRUCT WITH PIPE CROWNS MATCHING. CL H a m PLAN (LH MITCHELL
PLAN X 3" SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". r w L] Q J m Q w CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES r LallC]
TOP ELEVATION _ SECTION X-X DRAWING NOT TO SCALE. r C] w w TOP „ O
III \ "1" 11 - _ - ELEV.7_\ 6
w (Dco � M USE ON FLAT EXPANSION JOINT FARMS
GRADES 2� AND UNDER
TOP ELEVATION
00
- _ - - FRAME GRATE AND HOOD
SEE STD.NO. 840.03 STEPS - STD. NO. 840.66 STEPS - STD. N0. 840.66 S „I I , „ DEPRESSED GUTTER LINE
A :; EXPANSION JOINT 3 0 I I °D 13 0 SUBDIVISION
6 :° 0 6 _ TOP ELEVATION - - - - - - - - - - - PLAN OF TOP SLAB SECTION S-S �" M
ELEVATION °c
�r O o
° I o p• w `�""'�'"`� A LL Z NORMAL CURB AND GUTTER ON LIGHT GRADES LL Z
p I 6 0' '. p E
B O (a O U)
ID p• ~ Q EXPANSION IN NORMAL GUTTER LINE H W
W Q
o o° 6 = 6" G 6" _ m H 6" E #8 "W" BARS #4 BAR 8„ ON JOINT CO FW-I
SECTION Y-Y 6rr Q ELEV.
= W
D �p' ° p = #4 BAR "V" a USE ON GRADES OVER 2� Q
D Q @ EQUAL SPACES _ Q
RISER HT. _ _
VARIES - p' p Ir I rr I rr a Lf) DEPRESSED GUTTER LINE � Q V7
10 6'-0
- _ 6rr o ;.v,':o:.o• 'v•:a;.o v • l o ° Z #4 BAR " " Err EXPANSION JOINT 1 r O" ICI MAX. vl Z 7
6" SECTION J-J � '-: Q W = S 1 „ = STORM DETAILS
'.o WHERE 30" TO 36" PIPE IS USED
DOWEL ELEVATION H ~
SEE NOTE SECTION M-M cn LU - SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES U) N.I -
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 o p O DIMENSIONS OF BOX AND PIPE COVER CU.YDS. GONG. IN BOX DEDUCTIONS p 0
Q PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION BARS-U BARS-V BARS-W TOORT. GONG. ONE PIPE
r - TOTAL TOP BOTTOM F MIN M ¢ V
- - - - - - - - - - J p•'� °', J O D A B C G H E F N0. LENGTH N0. LENGTH N0. LENGTH LBS. SLAB SLAB EIGHT H C.M. R.C. o
'.ol
B M p-. -° : o . . °:.:.o . .,°:. p M 12" 3' 0" 2` 2" 2` 9" 0.235 R0.772 M 0.015 0.026
rr p•:.'� �'1 A 15" 3'-0" 2'-2" 3'-0" 0.235 0.829 0.023 0.036
° pi 18" 3'-0" 2'-2" 3'-3" 0.235 0.887 0.033 0.049
`4- `•Q''" °l ¢ o.f t
24" 3'-0" 2`-2" 3'-9" 0.235 1.001 0.059 0.085
30" 3'-0" 2`-2" 3'-4" 4'-3" V-2" 4'-0" 4 V-5" 2 3'-9" 3 3'-91, 39 0.123 0.321 1.433 0.092 0.127
al I °l p 36" 3'-0" 2'-2" 3'-10" 4'-9" 1'-B" 4'-0" 4 1'-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 J ".'�°�' o ° 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
... " r " n rr rr r rr n r rr r
DETAIL SHOWING METHOD 48 3 -0 2'-2 5'-0 5'-9" 2'-0 3 -2 4 2'-3 3 2 -11 312'-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
8 4 0 ■ 0 2 * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840 . 02 A B J I N V E ST M E N TS,
O Cn O
43 NOTE: USE TYPE "E", "F" AND "G" GRATE Q Q DETAIL SHOWING TYPES OF GRATES rr Q Q LLC
2 -11�
UNLESS OTHERWISE NOTED. p c�� �14 p H V USE ACCORDING TO WATER FLOW. 1%2 r' H U
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21/srr�LdllI�"1 21/8„ "1l Q U o TYPE „Gr, TYPE 'I En TYPE nFn A A 1 �I� I 9%sn Q V=p 0
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_ N N (nn�LL 0 M\ ��LL 2031 Middle Road
o SECTION - LL SECTION - MM O H Q CC O H Q
z H°C WATER FLOW SAG E WATER FLOW E ` I 9%g" z oc Fayetteville, North Carolina 28312
A A ALIGN FRAME WITH INSIDE 13/8" H H TUUM H H Phone: [phone]
EDGE OF WALL TO ALLOW =m r p p
Lu
FOR VERTICAL ADJUSTMENT ;o. I 1 rr c co� r p 11�21r 1 / ' p
� WALL SECTION-----,,
� SECTION - BB 1/2'r 5j8" PROJECT INFORMATION
B SECTION - PP SECTION - NN t t�
SECTION B-B
it CLIMMUOU331113a.N _ 4 '� _ Z - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - 13, 21�n I Z DESIGNED BY: SEAN/CHRIS
a PLAN I F
FRAME GRATE & HOOD ASS'Y J a a �4" fl CC 0 H oC ~ DRAWN BY: SEAN/CHRIS
M \ I Cu p p Cl) WATER FLOW SAG
N � � - LL = m WATER FLOW
Cli 6„ �r SECTION A-A m
= CHECKED BY: SCOTT
2 0 6 _ Z = Z V PROJECT NUMBER: 1894
HID U TYPE "F" TYPE "E" TYPE "G" TYPE - E
3 K -K N 1�'r c Q O s� � " HIGH 23/" � � o DRAWING SCALE
^LO o p Q U '9 RAISED FLOW ARROW ,� Cc Q
L M N a �`- °' W Q RAISED FLOW ARROW 23/4" is - cc W Q
o SECTION - AAR n A z /6" HIGH -� D _ o z NOT TO SCALE
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DATE RELEASED
J FRAME PLAN SECTION - JJ Q W O T %$r' a a T 1 ,� Q W OW
3 n 3 " -
1 w /8 �
/ 3' oisrr o MARCH 2 023
5 B O fA '9 13, 11 I 0
IF 0 2
T R 3" R �2 ¢O = Q' 1/8rr 1�2" 4 1�2rrR p
1� " 3 rr I T 1 " O
Q - - - - - _ C7 2 1 , /8
6rr 2r Orr 6rr _ /r� N LL 2'-113/4'r 2'-113/4 LL
C"i6rr 6rr 1,2rr 43/ 3/ - r 2 LLI/2!" 11/ " 11/ I`-�� 1� ��JI II�1 /�I' SHEET NUMBER
31.2 rr 3r_Orr 31.2 rr Q�rr O� r' 1�2 rr 2 2r' /8 I/ I I
Y Y 7'4 Y 1 1/2
SECTION - KK � 16rr I I 13/4 SECTION A-A
2,-1 1 1/2114�8 r,� �I
R SHEET 1 OF 2 TYPE - F \I SECTION A-A SHEET 2 OF 2 C - 6m6
HOOD ELEVATION SECTION - RR TYPE G r
m
840 . 03 840 ■ 03