HomeMy WebLinkAbout4128-4? C h a rT� f e r h a nr), f e r
A
D D
D
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or- 2'---10" Min'
2
FRONT ELEVA-1-10N
F"R 0 N T E-1- E V A -1 ION
SINGLE �--IEADWALI_
D 0 U B L- E 1-1 E A E) W A 1_ I_
SWL1 1) 0 (J B L.. E
D H Ste�el coric -S Leel coric -ri it Dt,tndirig -for pipes
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C y
L-13 CY [_B "I less fl -ion 48" diarneter
8 5'-,-- 0 35 0,60 8'-- 0 50 0,94
6
15" 2�,11" 0 40 O� 5 9 -6" 60 1,,17
'18" S-27) 71 0 50 0, 91 '10'-- -- 6 75 1,35
21" S-5" 7'-- 6 60 1, 02 11 6 90 '1, 52 7?
2 4 3-- 8 " 8'- 6 T�`5 1,20 12-- 6 100 1 � 72 7?
2 3'--- 11 9'- 6
7" 85 1 �39 14'- 0 115 2,00
30" 4-'-.-- 2 10'--.. 0 9 0 1 �52 15'--,- 0" 126 2�21
33" 4'- 5 11 '- 0 100 1 16'-- 0" 130 2, 4 2
2'- 0"
3 6 8 12'--0" 105 1, 9 5 17'- 0 145 2,65
3 9 4'-1 '1 12'---- 6 13 0 2,09 18'----0" 170 2.88
'1 -2" 1 /,I_ _ 0
4 2 5 2 � 3 4- 19'.--- 0 185 13.13 S E N S�NGLE &:
6 15 0 2,60 2 0'-- 0 19 5 _3 � 3 8
45" 15) 5" D 0 (_J B L- E [-1 E A W A L_ L_ S
48" 15,"--C)" '160 2 �75 2 1 '.- 0 200 3.64
51" 5.--11" 16'-0" 18)0 3. 0 3 2 2'-- 6 2 2,1-,_�� 4� 02
54" 6'-,- 2 -17'-- 0 19 0 3. 31 2"3` 2`40 4,30
STFRAIGI-1-1- 1--iE'ADWA[._.1___S
For c,,,,orner steel detail s( -,.,,,e
S e c, t i o n A A ()rTiit rounding
for pipes
Chomfer '?D W l e ss, t h a n
4-8" dk,-irnet(�.,�r
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7? �,7 ? 7?"
9
F R 0 NJ- ELEVA-FION L E A D WA I_ L S E C T1 0 N 1-i E A W A I--- 1_,
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L_ENG'11-1 OF W
D 4- 4'--.-'l 0 6'-- 4 7'-- 10 9, zi-
Steel Conc Steel Coric Steel Conc, Steel Conc Steel conc
i -B Y l..,.,B C Y 1_13 Cy L -B CY L -B CY
12" 2- 8" 2 6 50 0, 79 60 0,98
15 2'- 11 3'-- oj'� 55 0� 91 65 1 � 11 ------
18" 3� 217 S -- 6 65 '1, 0 �4 75 1 , ','?5
_ - ------ --------
2 1 3'---- 5 3�' 9 75 115 90 1, 36
24" S- 4'--3 85 1,29 100 1.51 '110 1, 74
2 -7 3'--1 '1 4,-,- 9 90 1,44 105 1 � 67 115 1, 9 1
0 1 5 110 1 �80 120 135 2, 29
30" 4 95 2�05
33" 5 5'--- 6 105 1 7 1 120 1.97 135 2,23 150 2,48
36" 4"---8" 6'- 0 110 1,88 125 2 � 1 15 140 2,41 155 2,68 170 2�,95
'150 2�28 170 2�56 185 200
39" 4'--11" 2,84 3A 2
4.2 5".-- 2" 6'----- 9 155 2� 4-2 175 2.76 190 3.05 210 3,34-
7P-3
4 5" �80 2�97 200 3.27 215 3,57
48" 51--8" -7 6 1190 313 215 3,44 230 3 � 7 5'
51 5 1 '1 8 0 220 3,67 23 5 3,99
5z'[" 6v-2" 8 - ----- 6 235 13 � 91 250 4,21-1-
L- [d E A W " A __ L.,S
C I R 1_,J L__ A R PIFIE CLfl V ER �d E A D W A L I_-
.............. . . .
4--- -4---
F__R�Q_Nj"1___ELE'V A 1-10 N
S I N L_ E 1-1 E A D K4 I --- I --
S or- 2'-0" Min
2
? C 1-i a rn f e r
'd
00
F-FRON-F ELEVATION
DOL-JBLE HEA[)WALL
SINGH' DOUBI-E
CM[D ARD
SIZE __S t e e C o n Stee� 9
�_B C Y l -,B C' y
21 x 15 2'-- 11 6'---- 6" 45 0,80 1 0'____0" 60 1 � 22 z
7 ?
2 4 x 1 ('3, 3 2 7'--- 6 50 0.96 1 l--- 6 70 1'4_5
AA]
7?"
28" x 20" S- 4 8'--- 6 60 1 � 1, 2 13'-- 6 90 1,76
10'-- 6
85
'5 x 24 1�47 '15'-- 6 120 2.16
42" x 29" 41, 12'--, 6 110 1.76 "1 'B o -1, 4 5 2.57
4 2'- 0
,1_9" x 4 5 1 r 6D 130 2.26 21 0 170 3.13
57" x 4-',-10" 1 -7 0 15 5 2�81 2 A,-'-- 6 210 3,86
64-" x 4,3" 5-3 19'.-- 0 175 3,31 2 -7'--- 0 2 _3 0 4,42 SEC. -HON, SM__�1__E*_' c9c,
1_71 x 4_7" 5'- 7 2l'-- 0" 195 3A9_ri__L 30'--0" 255 5�O
D )LIBI --- E HEADWALLS
S TR A kk_3' 1-1 T HEADWALLS
h a m -f e r
W
(A
1- T__ 1-- 1— ____1
C11
QD
Corner Ste6
? S 7?
7
SEC.1-10N A ----A 9�)
-7 ? -7 __
2'-- 0 SEC -110N "C'
FF--\'ONT ELEVA-TION
L HEADWALI_
CIN M [D 1_ E N G Tl i 0 F W
ARCH l i 3'-- 4 6'- 4 7'- 10" 9'---- 4"
S I E /2 Steei Coric Steel Cor)c Steel Conc Ste6 Conc Steel Con c
I_ B C-1 y L -B C, y L -B C Y LB C Y [_13 C Y
21 x 15" 2'---- 11 3'- 3 60 1 �00 65 118 75 1, 38 90 1, 58 100 1, 7-7
2 4- x 18" S- 2 _-i - ----- 9" 60 1,07 70 1, 32 80 1�53 95 1,74. 110 1�94
28" x 20"' 3�4" 4 3 7 0 1,26 80 1. 47 90 1,68 100 1,90 1 -15 2A 1
3 5 " x 24, 3'-- - 8 5'- 3" 100 1, 51 110 1.74, 120 1 � 9 -7 140 2�20 1 .5 5 2, 4.2
42" x 29" 4'-- 1 6'-- 3 115 1,82 130 2.06 140 2 � 31 '155 2�55 170 2,83
4- 9 x 25 5 7�-3" 1,_30 212 145 2�37 '155 2,64 170 2.90 185 3,15
x -3 4' - I �T' 8'--- 6 '145 2,52 160 2�79 175 3, 07 190 3,35 205 3,61
64" x 43 5-- 3 9'-- 6 185 2.89 200 3.11 215 3,48 235 3,77 2 5 0 4,06
1 " x 4- 7- 5'. .- 7 10'- 6 200 3,25 215 156 235 3,86 250 J,_ 4.17 270 4, 4, 8
L" [--EADWALLS
CCX R[,JGATED METAL RPE ARCH, MJLVERT 1-dEADWALL-S
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF' APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE RE -VISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
REVISION DESCRIP110,N DATE E N =dk �1 i _D_A_ -T-E'---
NOTES:1-
1, No dedLlCfiO�l tTiade �n qLACIntiLies for fl-)ickriess of
pipe walls,
2. AH i-eiriforcing st.eel #4 bars. All ver-fical ond
horizontal tie bars "V-6" rnaxin,iunri spacing,
3. I-eng-H-i of wall "W" rnay be varied to suit (,,,onditions
encountered iri the field, arid �,,�.�Jraight line
interpc-flation r -nay be Used to calculate qU(Intities.
4-� Q�,,mritities are for desigr-i pUrposes �,�.)nly,
5, Cable roilirig to be installed on Lop of headwall
when showr� on Project Plaris, See St.anclard Pkin
B11-47 for cable rafling (Jetails,
-Ift --- L_ lUvol- I&I W -T W 0 % � � __JLJ.