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SEWER LATERAL DATA TABLE
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4mmomme
'.00
Ir"Low,
AS—BUILT
STATION
REMARKS
FLOW
3 "u-)
ru
3456
3 4 YA
PLANS
R 14/
7
2+77
2- A e7S.�;
D S
31c96
8
Z
7 7%18'
4. 101
34.10
27.90
277.9 0
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2
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cm 2
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2
101 7 7
7
2-k
7
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11
0+40
12-2-
12
1+16
* 2_5'
w
13
1+95
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14
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to
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0;
cm
+ 3:5.5
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+
AVENUE
AND TOKAY
+
I—
cm
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SCALE: 1"=40'
CONCORD AVENUE
mm d
01
SOO
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4rr E'A.
mod
z
w
L)
w
102.50'
mrsp I I o s) o t"o-al
VIVE D IS A TEIVPORARY
LINE AND WILL 8E A8ANDONED
WIZEN rOO r111L L /VA IN /5 IN PL A CC
TYE clry coNslaees 'ryls i- lNe'
A " S PE CIA 4 Clf C04 S TA NCE " A ND
C1o1VCz1A>S W177H rRE DES16N
eNGINEER T11AT AIV 4DD1-r101VAL
IvAlvAlol-E 0 3,50'1"Ax IS NOT
R6 -Q IJIRED IN roffA Y A VIEN U E.
CONST. So" V.C.P. SEWER MAIN (EXTRA 5TREIV6TH)
0 2 CONST. 4"" V.C.P. SEWER LATERAL (EXM4 STIfEN6 7-11)
CONST. SEWER MANHOLE PER STD. DWG. 112
4 INSTALL 8#' PLUG
0
REMOVE STUB AND JOIN V.C.P.
JOIN EXIST. STUB, PLUG TO REMAIN
CONST WYcS
40' of 401
GRAPHIC SCALE
80, 120 1
102.50'
50 46
109
61.1 00
(D 0.
Ak 25927
&P.12-31-93
c
L) z
zi w
Oil >
L) I <
5
THESE PLANS WERE PREPARED IN THE OFFICE OF:
COURTON & ASSOCIATES
(714) 752-5712
NDER THE SUPE SION OF 9'0
DATE
DONOVAN A. SOUTHWORTH R.C.E. 259F
R E V I S 10 N S
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5
r
0
T
100.00,
10
50
LINE D
1132'
SEE SHEET 2
11,5A - /(.900) 422-4133
SEWER LATERAL DATA TABLE
LOT
DESIGN
STATION
AS—BUILT
STATION
REMARKS
6
3456
3 4 YA
PLANS
R 14/
7
2+77
2- A e7S.�;
D S
31c96
8
1+97
1 _t Ts
3/90
9
1+18
t 2_q
CONCORD AVENUE
& LINE D
10
0+39
2-k
11
0+40
12-2-
12
1+16
* 2_5'
R.C.E. 2512ro %Nvv
13
1+95
1 _� -2 5
"com— 46"
14
2+75-
2-t 85'
low,
15
3+W
+ 3:5.5
IRON PIPE
mm d
01
SOO
�16 - 6. 00
4rr E'A.
mod
z
w
L)
w
102.50'
mrsp I I o s) o t"o-al
VIVE D IS A TEIVPORARY
LINE AND WILL 8E A8ANDONED
WIZEN rOO r111L L /VA IN /5 IN PL A CC
TYE clry coNslaees 'ryls i- lNe'
A " S PE CIA 4 Clf C04 S TA NCE " A ND
C1o1VCz1A>S W177H rRE DES16N
eNGINEER T11AT AIV 4DD1-r101VAL
IvAlvAlol-E 0 3,50'1"Ax IS NOT
R6 -Q IJIRED IN roffA Y A VIEN U E.
CONST. So" V.C.P. SEWER MAIN (EXTRA 5TREIV6TH)
0 2 CONST. 4"" V.C.P. SEWER LATERAL (EXM4 STIfEN6 7-11)
CONST. SEWER MANHOLE PER STD. DWG. 112
4 INSTALL 8#' PLUG
0
REMOVE STUB AND JOIN V.C.P.
JOIN EXIST. STUB, PLUG TO REMAIN
CONST WYcS
40' of 401
GRAPHIC SCALE
80, 120 1
102.50'
50 46
109
61.1 00
(D 0.
Ak 25927
&P.12-31-93
c
L) z
zi w
Oil >
L) I <
5
THESE PLANS WERE PREPARED IN THE OFFICE OF:
COURTON & ASSOCIATES
(714) 752-5712
NDER THE SUPE SION OF 9'0
DATE
DONOVAN A. SOUTHWORTH R.C.E. 259F
R E V I S 10 N S
-':-nl), F DESCRIPTIO141 L Y D,Ae
A Ppr. - ppr.
:nej,
p
1�)A_s
B. M.
co
Lu
T�
100.00 1
I It, t 10 S) 0 t"I -A I
LINE D
Pon amen� ;;
*4
ply
5
r
0
T
100.00,
10
50
LINE D
1132'
SEE SHEET 2
11,5A - /(.900) 422-4133
I wi I wi I I
flll�%f Im
WATIE
SEWER IMPROVEMENT
PLANS
R 14/
-3196
D S
31c96
TRACT 14600
AA
3/90
CONCORD AVENUE
& LINE D
n9comma"090
BY:
R.C.E. 2512ro %Nvv
"com— 46"
3
low,
Fa� PAL
SHEIT cw
NO. 504
IRON PIPE
AT THE q- INTERSECTION OF MILLER
AVENUE
AND TOKAY
AVENUE. ELEV. 1342.37