Sewer Connection Worksheet11
490
485
480
475
m
---------------- -�
.
\
t
� /
a
r
+
`♦`
$
+ +
1
+ I 1
+
5+00
---------------
J -
f 'A 3+00 ` — ---------
rp ,� ------ —
OVIVO
♦ ♦ \`\
1 It \ \
\ \
t -
t \
1 \ -
V ` -
1 \
1 \
1 \
1 ,
,\ ------------------
-ram •� '•,`••'�.
MontiP
----------
- - - - - - - - - - - - \
----------------------------------I
\•\ `\
- \
- - - - - - - - - - - - - - -
EXIST. MN#H54 RM 340.36 = cme 483.06 RM 342.84 = une 485.5q
RIM 333.8+/- =cme 476.5+/- NV N 330.08 = cme 472.78 NV N 336.14 = cm 478.84
NEW INV IN 327.02 = cme 469.72 NV OUT 329.98 = cme 47268 NV OUT 33G•O4 = cage 478.74
INV OUT 326ti2 =cme 469.62
NACE ENGINEERING P.C. ENGINEERS
169 Haviland Road Queensbury, New York 12804
SCALE: 1"=40'
HILAND ESTATES SUBDIVISION
SEWER CONNECTION WORK
N
N
\
00
485
480
475
STA. 0+233 .-..a... " I lw "v. IL40TATES
RM 345.07 = eras %7.77
NV N -W-00 = cme M2-70
NV OUT 20110 = cme %2.6
Y
y
/
/
BASE MAPPING AND ROAD DESIGN FROM
SHEET CREIGHTON MANNING ENGINEERS
rg
C
N
nil
Main
mil
\
I
Il- --- -`
\
I
L
/
/ Y
I
i
r
r
/
/
r
1 ,
/
1
+ i
(
I +
1
+
r
r
i
i
r +
r ,
1 +
+ I
I i
1
i
+
,
;
Y
1
I
I
1
I(
+
�O
�90
/
f
+ --
�O
+
/
i
f M
I
1
1
,
1
I
„
it
1,
i
i(
++r
1}
I r I
1
i
it
1,
1,
t'
It
1 ,
'1SS�
1 i
,
r
, , t
,
iI 1
1
i
1 1 ;
'
s� M
, 1
, 1
, 1
+ 1
,
� M
,
r
1
i
,
,
; 1
's +
I ,
1
1
r
,
,
+
1
,
15
I
1
M
1
1
I
1
1
t
,
1
I
'
M
1
19
,I
i
1
t ,
l