SW6230804_Plansheet - Misc. Detail_20240621 (7)

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m FRA1ff GRATE AND HOOD O m 0 m 0 fV
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USE CLASS "B" CONCRETE THROUGHOUT. I-H O v_0 I--I O v_0 I--I O �
>_ Iti S EXPANSION JOINTS >_ ~ z z W
C, X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" Q C, Q C, 43 NOTE: USE TYPE "E", "F" AND "G" GRATE = e Q O n z O J
M co z ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.88. Q F �'"' z 6"co 0 E Z H= (� O UNLESS OTHERWISE NOTED. P * " P Z F 2 , (n ") � O Q W
D N O OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT 1Z-I CC U D I..I O y 4' 6" 4' 6" I-i cc
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r O TI O o''::"' :.o :o' 12" CENTERS AS DIRECTED BY THE ENGINEER. O r z TI=O 6" 6" O r O TI O w j w
m z x Y o o Y O_ Z m -4 #4 BARS "Vrr STD. 840.03 FRAME, D- Z m _ LL d Z O z w (n co
m D o _ - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O co= mDuj
OOOC S mZ =D B - O ODC S A .q ¢ ,� 1 GRATE &HOOD .. .. (n z= D1:7m .;o' ---- ;oIF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q LL= _ D D m 3 " 1 " Q Z = =O D D m Q = LLJ LL' `" OmD 00 n AS SHOWN ON STD. NO. 840.00. H U Q O ,. Z U Q O ,, m Z U Q O > � w OO O " USE TYPE "E", "F"AND "G" GRATES UNLESS OTHERWISE INDICATED. F= IO-I OO OT \ i _ 10-I =O D O Q_ � O O O2 O
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B`-0" TO 16'-0" IN HEIGHT USE 8"WALLS AND 8oTT0Y SLAB. ADJUST O Q C7= z m m O Q C7= z - O SECTION - LL SECTION - MM 5 O F-'Q w = o O
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CONSTRUCT WITH PIPE CROYMS MATCHING- �H f�-I V 1m m m PLAN H f�-I V A O A ALIGN FRAME WITH INSIDE 1 « �H
O O PLAN ' 3" 8EE NOTE CHAMFER ALL EXPOSED CORNERS 1". O O L s q a CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES p O EDGE OF WALL TO ALLOW - d p
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----- --- FRAME GRATE AND HOOD STEPS STD. N0. 840.66 --- B SECTION - PP SECTION - NN r,
SEE STD.NO. 840.03 STEPS - STD. N0. 840.68 _ DEPRESSED GUTTER LINE N v O N
A EXPANSION JOINT m - o N S 3' 0" No
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Z °' _ _ m i Z Z ELEVATION Z Z FRAME,GRATE, & HOOD ASS'Ym� rr O O 0 0 0 ~
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C v RISER HT. 0',.. p' o,', o ❑ � C Zv E PA E --- DEPRE E ER LINE ~ W z - " y
D VARIES - o' NY Q D m SS D GUTTER Q 0 m D L M Co r Q
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o ". . . .o. ... . ... DOWEL ELEVATION I- H n a M pD� F- cn
D o WHERE 30"TO 36" PIPE IS USED (~n ~ D co D NI 7" (n
SEE NOTE SECTION M-N W �-I g SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES 11J = D Z L M N to z
WHERE 42" TO 54" PIPE IS USED 2 �- N _u W I"I 2 � N � Q I"I J FRAME PLAN = •.O
m > Z WHERE 30" TO 36" PIPE IS USED cn (� r m > Z O V r n Z SECTION - JJCD
RISER HT I-•I Z y O MINIMUM DIMENSIONS AND QUANTITIES CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER) " 1„I Z 2 ,� I-•I W
1••1 VARIES e J DIMENSIONS OF BOX AND PIPE COVER cu.YOS. Colic, IN BOX DEDUCTIONS -1 e 3'-OT/ _ CD
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m .�, o. �. ... 0 m PIPE PAN WIDTH D PAN H DIMENSION F BARS-U BAR -V BARS-W 8R.CD'C. ONE PIPE CD o m m 1
Z O I`- (,� Z O TOTAL TOP BOTTOM MIND111 V t- II x ".1r2n
J o.' o•.. J Z P DE SAY WIB WIDTH SG N.H EI E F !�. LENGTH NO. SLENGTH NO. LENGTH LBS. SLAB SLAB z v O I- _ R JR Z
----- o B N o'.o::•. •o::•.,o. p::•.•.: c W - F - -- -- -- - w LL. OC
MI GHT �� �g
. NEIBR X C.N. R.C. W
12" 3'0" 2'2" 2'-9" 0.235 0.772 0.015 0.026 F-I -
" D A 6..1 _ti_ A 16" 3r_0n 2,_2" 3r_O,• 0.235 0.829 0.023 0.036 Z > $" .2r_On su LL
..QI .a- 18" 9'-0" 2'-2" 3'-3" 0.236 0.887 0.093 0.049 ?.
Q o.l 24^ 3'-0" 2'-2" 3'-9" 0.236 1.001 0.059 0.086 3 s« 3r O« $,r �3W
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p 4 o';I ...1 m 30^ 3'-0" 2'-2- 3'-4" 4'-3" V-2" 4'-0" 4 V-5" 2 3'-9" 3 3'-9" 39 0.123 0.321 1.433 0.092 0.127 y4
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36" 9r-0" 2'-2" W-10" 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
WHERE 42"TO 54" PIPE IS USED •' - 42" 3'-0" 2'-2" 4'-5" 5'.3" 1'-5" 3'-2" 4 V-8" 2 2'-11" 3 2'-11" 32 0.112 0.318 1.738 0.180 0.243 SECTION - MIC
DETAIL SHOWING METHOD 1 .'.p•_a v9 �.v �.o 48" 3'-0" 2'-2" 5'-0" 5'-9" 2'-0" 3'-2" 4 2'-s" 3 2'-11" 9 2'-11" 35 0.145 0.952 2.052 0.235 0.917 2'-11Y2"
SHEET 1 OF 2 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 SHEET 2 OF 2 �" 9'-0" 2'-2" 5'-7" 6'-3" 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-11" 41 0.180 0.388 2.387 0.297 0.401 SHEET 2 OF 2 SHEET 1 OF 2 R SHEET 1 OF 2
RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT HOOD ELEVATION SECTION - RR
840.02 840.02 840.02 840.02 840.03 840.03
2
1 CONCRETE CATCH BASIN 1 of 2 CONCRETE CATCH BASIN 2 OF 2 3 FRAME, GRATES, AND HOOD 1 OF 2 O
D-03 SCALE: NTS D_03 SCALE: NTS D_03 SCALE: NTSco
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m O O C 2" WEEP HOLES GENERAL NOTES: O Y 1 112 W-S" OF UJ
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"M if H Z Y^� USE CLASS "B" CONCRETE TXROIMaNIOUT. Q Q Q _ M Z i, _ j rr Q Q Q
,C., z DETAIL SHOWING TYPES OF GRATES 2'-11 r-t�2Q Q �°o 0 o PROVIDE ALL DROP INLETS OVER 3'-8" IN DEPTH WITH STEPS 12" Z 0 0 C� H o 1 DEPRESSION '�
>01J O USE ACCORDING TO WATER FLOW. rr " Q F r f-I T Co ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. -J O f.7 Co m� $ I I I -J O O •
�'-'�T70cn B j H°��v mz =� I I IiJar,z mz =� 1'-7r, jr_Trr II �H F� ooa=Z
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d: ., m D USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. -n D _ O H U O
OO n TYPE "G" TYPE "E" TYPE 'IF « = CA O - IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BO%, ADD TO SLAB IoI O o O _ Q H
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z=c�m A O o0 00 A QQ~LLW o� --- ---I- --- --� NH OJ O� �_ �- ----I---- - NnH�O O M O I 9/g IY " Z,..I r'T1 AS SXOYM ON STD. N0. 840.00. W Z r-I r'T1 0 <D I W
M O r y N LL O J n 2 Z I CONSTRUCT WITH PIPE CROWNS PATCHING. O o"Q n=a7 z CV I D-O I-H Q
Q= IN D -- I SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. Z I--I�
D WATER FLOW SAG WATER FLOW 7 " O o CC D INSTALL 2"WEEPHOLES AS DIRECTED BY THE ENGINEER. 9> D r1 O�'
O C D Z V TIT0 00000�0 I 9/$ Z O F-I Q C O Z W F-I COD N O I W H
D J� D CD r INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A a p cn r a p
co)ly 0 Z I POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. r p Z II I H I ' p -
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Q STD. 840.16 FRAME a W � (..( r �
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y a Z P %16" HIGH 234rr ❑ n C v D I I CC o c") D 3'-334rr 2r-3,Ur' ❑
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a n DOWEL w W ~ CO Z n I rr Rs rr I I R`rr A rr N ooftfts
O {L" � SECTION H-H I 9 �4 w
n D O « j YL N;n N m SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE - 18" 67 = �- N 1 0 F-I 3'-2" r rr = J co
m _ z mZz coo z oZx
I 1 `� " Q _ " SECTION X-X SECTION Y-Y ~ Z c� �'
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_ �$ « 1�« _ W cwi) O z V Z a O 21/$rr 21/$" _ I z CL �
0 o m O rr ¢ j ( 0r O 33 DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) W v 3I c - _ W
N �•.c- .3r_114 N N r- �4 N o W
o O P rr 11� „ z Mr DIMENSIONS OF BOX& PIPE CUBIC YARDS DEDUCTIONS FOR co m 4 2 1�'4 N co
I--I 11/2" 1' rr. YS 1It R j/$rr w O PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX ONE PIPE y Q O
Z r_ rr -"t r-�- rr LL BOTTOM WALL PER "_ O
2 113/4 n rr 2'-11 '`n D A B X SLAB FT. HT. rm""x� C-Y- R.C. 3'-6 r2r_s« 0
/$ 1 YL 12" 3'-0" 2'-0" 2-0 0.222 0.222 0.592 0.015 0.026 cn LL O
j 1 L rr Imo- 15" 2'-3' 0.648 0.023 0.036
cl- 1 SECTION A-A �i` 1/2 16" 2-6 0.703 0.033 G.D49 SECTION E-E SECTION F-F
/$" HEET 1 OF 1 20" 3'-6" 0.814 0.059 0.085 SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 1
30" 3'-0" 2'-0" 3-8 0.222 0.222 0.925 0.092 0.127
SHEET 2 OF 2 TYPE - F TYPE G r SECTION A-A SHEET 2 OF 2 840.14 840.14 840,161 840.16
840.03 840.03
4 FRAME, GRATES, AND HOOD 2 OF 2 5 CONCRETE DROP INLET 6 DROP INLET FRAME & GRATE
D-03
SCALE: NTS D-03 SCALE: NTS D-O3 SCALE: NTS
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ALTERNATE WALL a z
CONFIGURATIO TABLE OF DIMENSIONS
D T A B C E L WT. LL
w ~ 12" 2-1/4" 4" 2'-0" 4'-1" 2'-0" 6'-1" 730 u_
(D 15" 2-1/4" 6" 2'-3" 3'-10" 2'-0" 6'-1" 730
Q LU
18" 2-1/2" 9" 2'-3" T-10" T-0" 6'-1" 1190 o U_
0
o 24" 3" 10" 3'8" 2'6" 4'0" 6'2" 1770
0
30" 3-1/2" 1'-0" 4'-6" 1'-8" 5'-0" 6'-2" 2380 rh
0 36" 4" 1'-3" 5'-3" 2'-11" 6'-0" 8'-2" 5320 o N
co
42" 4-1/2" 1'-9" 5'-3" 2'-11" 6'-6" 8'-2" 5920 N N
g ~� 48" 5" 2'-0" 6'-0" 2'-2" T-0" 8'-2" 7470 Ln Lo
co 54" 5-1/2" 2'-3" 5'-6" 2'-10" T-6" 8'4' 8810
60" 6" 2'-6" 5'-0" 3'-3" 8'-0" 8'-3" 11180
w C L=LENGTH �'T 66" 6-1/2" T-0" 6'-0" 2'-3" 8'-6" 8'-3" 12530 ~ L
= 72" 7" 3'0" 6'6" 1'-9" 9'_0" 8'3" 13980
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Q GENERAL NOTES: w U o
3.1 SLOpF 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
o ❑ �0 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS �d��� w N°��
Q OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER z
AASHTO M170,TABLE 2,WALL B.
Q
~� 3. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
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(D SECTION 1 1'-6" I 4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
0
i 5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
LL REFER TO D-06 FOR 6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
co RIP-RAP DETAIL WITH THE TABLE.MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
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