HomeMy WebLinkAbout1922-2S EWER LATERAL DATA TABLE
LOT
DENIGN
STATION—
AS—BUILT
STATIQN
REMARKS
10 +_40
M
0
TO LINE A
cq
11+05
+
+
co
12-v 20
20
12+85
66.80,
593.82 1
N74. .
... ........ .
.. . .. .. .... . ....... - . ......... ..
i 4
.. .... . ... -J1
L
4-
v
� Z�c
jl�-
_Ne%qllar
4
0449
-41
OL
ow#4
IL 6w
CONST. 4"' V.C.P. SEWER LATERAL
7 CONS 7- W YES
@) ADJLIST Al/l COXERS `0 6i?A DE
loc
a
z
=) 0
0 0
m 6
0
Q 0
< I -
cc
I- I
68.5d, 2
EXIST. 2" GAS
EXIST. 8" VCP SEWER
PER TR. 10917
LINE B
G
(be)
tk
-Y 00
2
.ima
"o
R 7
2
48.42
ft 25W
ExP. 12-31-93
SEE SHEET 3
SZ1N8l11?5T D_Rh1Z_
cr.
0 Ff LIE 9 CA L'E''-. ,
c
[tR
O.!RlZb 404.
H H7
_V 4.
M
0
amp
593.82 1
N74. .
... ........ .
.. . .. .. .... . ....... - . ......... ..
i 4
.. .... . ... -J1
L
4-
v
� Z�c
jl�-
_Ne%qllar
4
0449
-41
OL
ow#4
IL 6w
CONST. 4"' V.C.P. SEWER LATERAL
7 CONS 7- W YES
@) ADJLIST Al/l COXERS `0 6i?A DE
loc
a
z
=) 0
0 0
m 6
0
Q 0
< I -
cc
I- I
68.5d, 2
EXIST. 2" GAS
EXIST. 8" VCP SEWER
PER TR. 10917
LINE B
G
(be)
tk
-Y 00
2
.ima
"o
R 7
2
48.42
ft 25W
ExP. 12-31-93
SEE SHEET 3
SZ1N8l11?5T D_Rh1Z_
7 7
23 2
4 8.4 9' 8
y
\ a 6,
NN
8
TOKAY AVENUE
THESE PLANS WERE PREPARED IN THE OFFICE OF:
COURTON & ASSOCIATES
(714) 752-5712 DRAW"
DER THE SUPERVISIOUF: A -n 0 -C-) C?, L5 - Desna"
DATE
r7vL,&7 1.0of v v CHECKED
(JONOVAN A. SOUTHWORTH R.C.E. 25927
R E V I S 10 N S
En'9' Dee DESCRIPTION C/ D
Appl:
40# of 40' 801 120 1
GRAPHIC SCALE a. m.
cr.
Z
oi
M
0
amp
cq
+
+
co
7 7
23 2
4 8.4 9' 8
y
\ a 6,
NN
8
TOKAY AVENUE
THESE PLANS WERE PREPARED IN THE OFFICE OF:
COURTON & ASSOCIATES
(714) 752-5712 DRAW"
DER THE SUPERVISIOUF: A -n 0 -C-) C?, L5 - Desna"
DATE
r7vL,&7 1.0of v v CHECKED
(JONOVAN A. SOUTHWORTH R.C.E. 25927
R E V I S 10 N S
En'9' Dee DESCRIPTION C/ D
Appl:
40# of 40' 801 120 1
GRAPHIC SCALE a. m.
EXIST. 8" VCP SEWER
PER TR. 10533
LINE A
I
------ z NOR—
I
SCALE: I'P=- 40'
q1
tk
Ik
4
C
/tk)(\
..%tk C-1
& K f -%-W I m
USA (800) 422-4133
m emoomm" use
MAK SAW SEWER IMPROVEMENT PLANS
/?w 3190
DS 3190
A i
3190 TRACT 13232
TOKAY AVENUE
STA. 10+ 00 TO $TA. 13+29.92
APPNOVW. RECOMMMED 67:
zo/z(o %of v v arwwwvgqmm
Hor"&_ 15 =40'
SCALE: Fill. P.m SHEET -2 oF
NO. 506 — IRON PIPE AT THE t- INTERSECTION OF MILLER P\A/47- 1922.
AVENUE AND TOKAY AVENUE. ELEV. 1342.37
cr.
Z
oi
M
0
amp
cq
+
co
66.80,
EXIST. 8" VCP SEWER
PER TR. 10533
LINE A
I
------ z NOR—
I
SCALE: I'P=- 40'
q1
tk
Ik
4
C
/tk)(\
..%tk C-1
& K f -%-W I m
USA (800) 422-4133
m emoomm" use
MAK SAW SEWER IMPROVEMENT PLANS
/?w 3190
DS 3190
A i
3190 TRACT 13232
TOKAY AVENUE
STA. 10+ 00 TO $TA. 13+29.92
APPNOVW. RECOMMMED 67:
zo/z(o %of v v arwwwvgqmm
Hor"&_ 15 =40'
SCALE: Fill. P.m SHEET -2 oF
NO. 506 — IRON PIPE AT THE t- INTERSECTION OF MILLER P\A/47- 1922.
AVENUE AND TOKAY AVENUE. ELEV. 1342.37