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PVI STA = 3 +00 J
PVI ELEV = 211.03 m co IL ao L ro
A.D. =8.23
LOW POINT ELEV = 207.58 o K = 6.07 _ °� - ro
r + + w +
LOW POINT STA = 1 +92.33 0 < I I cn o
PVI STA = 2 +00 < 50.00' VC ~o ¢ n ¢ c
PVI ELEV = 207.26
J J In In W In
A.D. = 5.77 o N o zz
0
+ W w
+ + K =8.67 +
Q Q Q I I a N� N 220
50.00' VC x o 0 cn o ro v U �00
12.
a- N W a_ W + O o f NO W W
W + w w � ro U0 N N N Z
a N wo o + o iii w zz w
LL o w � x a w+ + N N N > v w m< 215
w >
o± 0 0 w w o¢ N �j U U m 07 �• 1
w Q o � 0 v v > aj2 ief
D 0 (n > > W
W O w W m CD ® 95
z v 1JtG• -- - 210 SSMH '3 PROP. TYPE 2
z n t
3.77%
S 48„
6 h ' 0
STA 3+68.38 3.4z' LT )
RIM EL-
IE 218.51 214.31
OUT (N) = 211.73(Zlo•S��
205
205
i, �° _ _ - I - -��� _ ,
ST 12° WATER r
SUMED MIN. 36 COVER
200 - - - - _ - 200
129.1 - 8 'PVC ® •97q ° 2 LOTS 3 & 6 isss
STA 3 +07
EXIST CL ELEV
PROP CL ELEV
DATUM ELEV
195.00
0
1 +00
co
LOT 1 SSS
N STA 2 +16
N
►r
O E.
Q Z
ro
�
LOTS 2& 7 SSS
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W
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C! j
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O
U N
O U W
Z Of
0,
V) �
�Ir
w w
all
dd z,
Ln
\ Lo r
N
O
J
O O
PVI STA = 3 +00 J
PVI ELEV = 211.03 m co IL ao L ro
A.D. =8.23
LOW POINT ELEV = 207.58 o K = 6.07 _ °� - ro
r + + w +
LOW POINT STA = 1 +92.33 0 < I I cn o
PVI STA = 2 +00 < 50.00' VC ~o ¢ n ¢ c
PVI ELEV = 207.26
J J In In W In
A.D. = 5.77 o N o zz
0
+ W w
+ + K =8.67 +
Q Q Q I I a N� N 220
50.00' VC x o 0 cn o ro v U �00
12.
a- N W a_ W + O o f NO W W
W + w w � ro U0 N N N Z
a N wo o + o iii w zz w
LL o w � x a w+ + N N N > v w m< 215
w >
o± 0 0 w w o¢ N �j U U m 07 �• 1
w Q o � 0 v v > aj2 ief
D 0 (n > > W
W O w W m CD ® 95
z v 1JtG• -- - 210 SSMH '3 PROP. TYPE 2
z n t
3.77%
S 48„
6 h ' 0
STA 3+68.38 3.4z' LT )
RIM EL-
IE 218.51 214.31
OUT (N) = 211.73(Zlo•S��
205
205
i, �° _ _ - I - -��� _ ,
ST 12° WATER r
SUMED MIN. 36 COVER
200 - - - - _ - 200
129.1 - 8 'PVC ® •97q ° 2 LOTS 3 & 6 isss
STA 3 +07
EXIST CL ELEV
PROP CL ELEV
DATUM ELEV
195.00
0
1 +00
co
LOT 1 SSS
N STA 2 +16
N
SSMH #2 PROP. TYPE 2-48"
ro
�
LOTS 2& 7 SSS
N
oV
W
a
C
N
N v
N
oz°
a' G
Q
W
3
> h
SSMH 1 PROP. TYPE 2 -48"
# E
1� U
Q
STA 1 +20.93 3.42' LT (ACCESS)",,, A
STA 14 +64.0 4.11 LT ( N. 32ND)
5
W
3
RIM= 208'_6±CtOgi- 4Ii�i y
IE \
i
8- IN,, OUT (E,W) 199.1t�(9°o 9)�C
(CNTR CHNL)
IE 8" IN (S) 199.0±
o�
o o��7
zN
o
C-4
0
a
o a
a
In
Z !n
w
:2Z
0 w
o M
O O
3 U
w
w w
C! j
} W
O
U N
O U W
Z Of
0,
V) �
�Ir
w w
all
dd z,
Ln
\ Lo r
N
O
J
O O
PVI STA = 3 +00 J
PVI ELEV = 211.03 m co IL ao L ro
A.D. =8.23
LOW POINT ELEV = 207.58 o K = 6.07 _ °� - ro
r + + w +
LOW POINT STA = 1 +92.33 0 < I I cn o
PVI STA = 2 +00 < 50.00' VC ~o ¢ n ¢ c
PVI ELEV = 207.26
J J In In W In
A.D. = 5.77 o N o zz
0
+ W w
+ + K =8.67 +
Q Q Q I I a N� N 220
50.00' VC x o 0 cn o ro v U �00
12.
a- N W a_ W + O o f NO W W
W + w w � ro U0 N N N Z
a N wo o + o iii w zz w
LL o w � x a w+ + N N N > v w m< 215
w >
o± 0 0 w w o¢ N �j U U m 07 �• 1
w Q o � 0 v v > aj2 ief
D 0 (n > > W
W O w W m CD ® 95
z v 1JtG• -- - 210 SSMH '3 PROP. TYPE 2
z n t
3.77%
S 48„
6 h ' 0
STA 3+68.38 3.4z' LT )
RIM EL-
IE 218.51 214.31
OUT (N) = 211.73(Zlo•S��
205
205
i, �° _ _ - I - -��� _ ,
ST 12° WATER r
SUMED MIN. 36 COVER
200 - - - - _ - 200
129.1 - 8 'PVC ® •97q ° 2 LOTS 3 & 6 isss
STA 3 +07
EXIST CL ELEV
PROP CL ELEV
DATUM ELEV
195.00
0
1 +00
co
LOT 1 SSS
N STA 2 +16
N
SSMH #2 PROP. TYPE 2-48"
ro
�
LOTS 2& 7 SSS
0 N Oo
STA 2 +21
O0
C
N
N v
N
SANITARY SEWER PROFILE NOTES:
1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS
ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
2. CONTRACTOR TO MAINTAIN A 0.5' MIN. CLEARANCE BETWEEN THE SEWER S'PUBS AND
THE WATER LINE, THE STORM WATER QUALITY FACILITY AND THE STORM LINE.
2 +00
S +UU
SSMH #2 PROP. TYPE 2-48"
STA 2 +50 3.42'
LOTS 2& 7 SSS
10.
EI 8 E IN (S 9 075 Ct S •11)*-
STA 2 +40
IE 8" OUT �N) = 200.351111.0)*
ACCESS EASEMENT PROFILE
714i AL w
5-28*7404
SCALE: 1"=20' HORIZ
1"=5' VERTZ
AVOID CUTTING UNDERGROUND NOTE;
UTIUTY ONES. IYS COSTLY
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY,
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
Call
IL,.,, EXACT VERTICAL' AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
V
''. efore OU GROUND UTILITIES PRIOR TO COMMENCING 'I CONSTRUCTION. NO
Y. REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
Dig. HEREON. THE ENGINEER ASSUMES NO RESPONSIBIUTY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 -5555
UNDERGROUND SERVICE (USA)
SCANNED FES 15 2002 /! 77
II;
�
FIR al;, I
GRAPHIC SCALE
m 0 +0 w +o ro
(... IN FEET )
L inch = 20 tL
RECOMMENDED •�
FOR APPROVAL
s /0YA L • •ENS\
r.wa
EXPIRES''
uxus 5 -13-01
rwr vun s sam .w o.rEn
'r /7 o Z SC' YNLL OCT 4 6o