HomeMy WebLinkAboutS-220204® ql= 1 /d NF 1 /d SFC _ R T 9 .qN R 5F W M 400
3
50 .. 357.17 I ._ _
I.. 357.07 OUT
SS MH A 18 \\ STA. 0+0( 108 = STA. 13 10 A -"'-'' -- -- i .\�
STA. 0+0 r= STA. 22-13 " RIM 347. 5 i i
RIM 369.8 I.E. 328.9 IN "E" LINE SANITARY PROFILE
I: E. 356.2 IN. S REST "Fff \ I. E. 328.8 OUT
I.E. 356.11 OUT 320 320 340 34
\
"F" LINE SA ITAR PRO ILE "B" INE S NITA Y PROFILE SS M A -17
_ S +00 E = STA. 19 +8 A
RIM 55.37
.41 IN
0.31 OUT
;T.
40
;90.00
;NAL
.70
iT. 5 -5
0
v
s�
S
0 �
S
f�,.s
R
WW,s - 27 -2? ®Z 0 +00 1 +00 2 +00 0 +00 1 +00 2 +00 0 +00 1 +00 2 +00 3 +00 4+CO 5 +00 6 +00
co
J
® 0
(L
lac 0 3
«5 W U
O
H
z S
9
m
0
Ohs '
'�S' W
gz 1:--,:
U
O
0 � ►
d
A
6 a
S
d 1
o W
5��
Aa
0
U
z
0
z
o
0
U
a
w
lr
N
M
H
ro�
m 1
� ro
pp �
lam/
pOw�,
�v
O
0 0 ❑ ,.
}
8
O
F
I � 4
I_ Ar I r r I I r r A r i T r A i I IA I I > IA I I i I I TI I I
20 19 18 i7 1n 15 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
l I
/
70 3
370 3
390 /
/' 3
390 3
390 /
/ I
I I 39C
/ /
/ I
I
4' MIN. C E
ER r
r' '
RIG /
'
PROM ®
I U
CONNECT T E
EX
/ S
FOR CO N
NUATION� R
C
CROS I
®4PIPE I
. I
I I
I D
D.I. F.M. ® I
4' MIN C
COVER /
/'' I
I I
PE AIL ,
,
EXI T
TING GROUND /
/ '
1 /
'62.6S4n
/ G
O
GROUN '
ON FO C
CE MAIN /
/ I
381.53 1
Ir EXIST. L
LIFT STATION
50 /
360 3
380 3
380
38 /
/ t
I I 380
PR P
POSED FINISH R
RACE /
/ /
H C -2 /
/ I
I I
ro k
k S
Ss H
V S
/ I
I
2 +71.00
w ^
^ I
I.E. 6
60.75 OUT /
SS M
MH D -1 '
/ O' I
I I
///
421
EXISTING G
GROUND /
/ I
I.E. 3
377.80 OUT
U
EASEMENT
LOT
11
'
PROPOS D
D FlNISH GRAD /
/ '
550 /
/' .
.°y 3
350 3
370 /
/ 3
370 3
370
42 65
la
/ 1
1 /
Y S
/ F
SEE PROFlL U
UPPER LEFT
/
/ L
L� I
I " a S
STA. 1
-
1 +23.00 -
540 R
ti I
RIM 3
340 3
360 ^
^ry 3
360 3
360
/ u
u �. 3 0
0^i t
I.E. 4
43.58 OUT /
/ 9
9b .
yb T
TREET "
"C" ;
; 3
354.32 �
STREET "
"Df, 4
1 s y
y5
�Q,4 S
40c
^ry'y "
"'C" L
LINE S
SANITARY P
PROFILE ;
; / �
�' °
°6�$ S
SS i
STAM +
+0fi00
30 3
350 /
/
1 +00 2
2+00 3
3400 /
"D" LINE S
SANITARY P
PRO I
ILE r
/ 3
394.5
MH E -4
0400 f
f ' 'Q S
S M
3 +70.00
SS .I A -10 /
= STA. 13 +1 A
A
/ y
4 L
L 3
39C
I.E. 328.90 D
^
I.E. 328.80 OJT /
DROP
/
340 3
340.23 1
1 0
00 2
2 00 /
/
I r
/ f
r f
SS M E
E -3 TYPE A 4
4°
-
STA. +
+05.00
0400 /
/ r
r s
i ^ I
I.E. 3 6
6.00 IN
38C
SS MH A -14 /
=STA. 15 +71 -
-RI-
/ '
'
\ I
I.E. 338.03 IN
T
/
90 \
\ -
380 `
` I
- O
OUTSIDE DRO /
LINE
EXI I
ING GROUND 3
\ _ E
372 76
\� 3
350 \
\ 3
350 3
370 f
PRO O
OSED FINISH E
E / f
f
37C
\
r
/ S
SS MH E -2
0
STA. 1 +94. 0
70 \
\\ E
EXISTIN G
GROUND 3
370 \
\\ f
f f R
RIM 377.3
\
EXISTI G
G GROUND !
!/
I
I.E. 369.32 O
OUT
\ P
\ P
PROPO E
ED FINISH G E
E
PROP E
ED FINISH G E
E
65. S3D 3
3Y0 3
340 3
360 /
/ li y
y 3
36C
_ S
STREET E
E
30 \
\ 3
360 %
%
\ 3
332.501 /
/ -
- -
-
LF.8 V
VC 3
x44 A
ASDj L
349.73 S
3 t
S 0
0 S-
00' /ft 3
\ 3
330 2
212 t-F 6 3
330 3
350 !
!I �
�I3' a
a� -
-`r 3
35
\\ S
SS MH -
-1 TYPE A 54 S
S M
MH E -1
MH F I
ffE" R
,r Y
S A
A. 0 +77.00 ,
,
STA. 2112.00 ,
SS M
\
TRACT f
I,E. 331 0
02 OUT a
a
Y
I.. 3
351.94 IN
A. 0 +80.00 \
R M
\ S
350 _
SEE DE A
AIL 6, SHEETS 5
5
0
. 3
_ 0
;T.
40
;90.00
;NAL
.70
iT. 5 -5
0
v
s�
S
0 �
S
f�,.s
R
WW,s - 27 -2? ®Z 0 +00 1 +00 2 +00 0 +00 1 +00 2 +00 0 +00 1 +00 2 +00 3 +00 4+CO 5 +00 6 +00
co
J
® 0
(L
lac 0 3
«5 W U
O
H
z S
9
m
0
Ohs '
'�S' W
gz 1:--,:
U
O
0 � ►
d
A
6 a
S
d 1
o W
5��
Aa
0
U
z
0
z
o
0
U
a
w
lr
N
M
H
ro�
m 1
� ro
pp �
lam/
pOw�,
�v
O
0 0 ❑ ,.
}
8
O
F
I � 4
I_ Ar I r r I I r r A r i T r A i I IA I I > IA I I i I I TI I I
20 19 18 i7 1n 15 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
I_ Ar I r r I I r r A r i T r A i I IA I I > IA I I i I I TI I I
20 19 18 i7 1n 15 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21