S-63-17.411 !4
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DRAINAGE srRucruRE Alp/
V STA. 1*49.86
Scale: t " =2=0"
Alhambra Fdry. Afanhok- Frame
$Cover A/P A-1270 or approved equal.
24" 8'x24 " /.O. Precast Conc. Manhole Rings
as AL-quired to Ac(jusf to Grade
24"x36"Conc. Cone Section
Straight St;* to
be an West Wall
Std. 36"1 A Precast ConC. Afdn hole
Rings per DwS. AIR EC-102, Associated
Cb,70. Products, or approved equal.
+
y
"A0
C-1
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WC11
16,
lro
16"
tc"
00
24.
/6'
16"
Hooks each
16
16"
1 24 "R.C.P. R. C•0
12
'10
32"
9 ,
2
16.
Y
�z C1.
ze
/6'
9"
22
0-1
1 0"
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o
I
> Install Alhambra Fdry.
A-3320 Golv. S,*ps 16'0.C.
or approved equal,
a
--.!*4 dP 6 " Vert. 04w 6, Vert.
.1
/2- Hariz. W4dP1Z"Hbriz.—
•
Oaks each end
-A
#4 CAP 9
7-' 0
SECT/ON A -A
sca/e 2'-0"
+
y
DRA INAGE STRUCTURE NO 9
N-1 CM -STA. 13•O22.76
Sca /e 1- -4 - 0'
6, Y
6� CO Vf.Z ALL CASES
N-P
CONE -24 "x24 -W-74- /LL C45,65
ka ea DRAINAGE STRUCTURE VP 2 'B"= 36-alA. RIM65
—7:1
LM STA. 8 + 54. 8/
-j Scale I"= 4' -O'• l2' UD •AU CASES
c. r
-av S /'- R.C.P. N T4 -R -sEc71
Top - OUTS /D6 0
H/4PH EST
0 0/
Awl- Caw. s7se '0�s •
AL :4'0n� -L;a, �7yfell�beo' sow
L b ��
NOTE- All Reinforcing Sarx have
Minimum Cleat-once of 14 * from 7YA211 CA L SEC 770"
Bottom Face of Slob.
DRAINAGE STRUCTLIZZS
DETAIL OF TOP SLAB OF
DRAINAGE STRUCTURE AIR/ I of DRAINAGE STRUCTURE NQ 12
Scale: /"-Z'-O" `A 4i
& S TA. 19*25.00
Sco le / " =4' -O"
'z
C..
V.
-74
43
oJ7
DRAINAGE STRUCTURE NO S
& STA. 6+3S•60
Scale 4 =0'
°" {` •"'A o DRAINAGE STRUCTURE N_ /B
M STA. 21*40-66
73 7777
'�J#609" with Scale 4'-0"
N . Hooks each end A
C.,4f • P. 20 "C• M. P. ze+ 40.88
N.C.
go'
•
A. V
r.
9 a -iz.
r
60" ff-c-p-
66
Y
DRAINAGE STRUCTURE IV
STA. 280-40-88
4.
-E S
sa- 1w. C. P. A107
-uctures NO Zi, 6, 6, 12, 18
are -d 72"x/32" Prevost Concrete
Dra ;3 aondaj
PRAINAGE STRUCTURE N&8 Manholes as per Associated Concrete
Hooks each Wind 5 7A- 7 f 07. 76 4 Products, Inc., L>wS. Ns Fri;-Iog, or,
Scale 4'-0" oijop�oved equal.
Drainage Structures M-9 91 19, ZZ ore
S E C T/ O N 5-8
Scale Z'-O"
77.
Z�
DRAINAGE
SMUMIRE
"A0
C-1
• %
WC11
16,
lro
16"
tc"
00
24.
/6'
16"
16,
16
16"
1 24 "R.C.P. R. C•0
12
R. C. P.
32"
9 ,
2
16.
Y
12,
160
/6'
DRA INAGE STRUCTURE NO 9
N-1 CM -STA. 13•O22.76
Sca /e 1- -4 - 0'
6, Y
6� CO Vf.Z ALL CASES
N-P
CONE -24 "x24 -W-74- /LL C45,65
ka ea DRAINAGE STRUCTURE VP 2 'B"= 36-alA. RIM65
—7:1
LM STA. 8 + 54. 8/
-j Scale I"= 4' -O'• l2' UD •AU CASES
c. r
-av S /'- R.C.P. N T4 -R -sEc71
Top - OUTS /D6 0
H/4PH EST
0 0/
Awl- Caw. s7se '0�s •
AL :4'0n� -L;a, �7yfell�beo' sow
L b ��
NOTE- All Reinforcing Sarx have
Minimum Cleat-once of 14 * from 7YA211 CA L SEC 770"
Bottom Face of Slob.
DRAINAGE STRUCTLIZZS
DETAIL OF TOP SLAB OF
DRAINAGE STRUCTURE AIR/ I of DRAINAGE STRUCTURE NQ 12
Scale: /"-Z'-O" `A 4i
& S TA. 19*25.00
Sco le / " =4' -O"
'z
C..
V.
-74
43
oJ7
DRAINAGE STRUCTURE NO S
& STA. 6+3S•60
Scale 4 =0'
°" {` •"'A o DRAINAGE STRUCTURE N_ /B
M STA. 21*40-66
73 7777
'�J#609" with Scale 4'-0"
N . Hooks each end A
C.,4f • P. 20 "C• M. P. ze+ 40.88
N.C.
go'
•
A. V
r.
9 a -iz.
r
60" ff-c-p-
66
Y
DRAINAGE STRUCTURE IV
STA. 280-40-88
4.
-E S
sa- 1w. C. P. A107
-uctures NO Zi, 6, 6, 12, 18
are -d 72"x/32" Prevost Concrete
Dra ;3 aondaj
PRAINAGE STRUCTURE N&8 Manholes as per Associated Concrete
Hooks each Wind 5 7A- 7 f 07. 76 4 Products, Inc., L>wS. Ns Fri;-Iog, or,
Scale 4'-0" oijop�oved equal.
Drainage Structures M-9 91 19, ZZ ore
S E C T/ O N 5-8
Scale Z'-O"
77.
Z�
DRAINAGE
SMUMIRE
"A0
4a"
WC11
16,
lro
16"
tc"
00
24.
/6'
16"
16,
16
16"
270
12
W
32"
9 ,
16.
48"
12,
160
/6'
9"
22
0-1
1 0"
a di, I
STORM DRAIN STRUCTURES
Mir;
MMUM
st
ap " Aff F- 1 -P 1 or Qff ere I