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30'
V0R'�h T(:p� �O
5'/45'
50
2'/45'/4'/22' CONNECTED 4"CLAY
6'
CONNECTED 4"CLAY
I 3'/45'/3'/22'
6
CONNECTED 40CLAY
3'/22'/6� j45'/1' 39/45'/3'
I CONNECTED 4"CAS"
T 6
1' f 45'/3'/45' 2'/45'/79
4 9
CONNECTED 4"CLAY CONNECTED 4"CLAY
MH I7 STA. 35+20 90' LT
REMOVE EXIS77NG MH AND
REPLACE W TH NEW 54" MH
RIM = 33.-68t 32.87
IE 8" E _ la ee 27.81
MH op STA. 35+20 0' RT
3'/22-/4'/45 REMOVE EXISTING MH AND
7' REPLACE WITH NEW 54" MH
iNNECTED 4"CLAY RIM = met 33.51
/E 8" S= P-1;z 26.92
6 CAPPED
18"/22'/5'6"/45'
7
CONNECTED 4"CLAY
INV
8"
PVC
W
27.05
i
INV
8"
PVC
E
27.13
E
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41
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71
w� II
N
REMOVE EXISTING CB
o
MH5 STA. 31 +20 0' R T
INSTALL NEW CB TYPE-1°'
OVER EXISTING LINE
~
1,
41
REMOVE EXISTING MH AND
(FLOWS TO EAST)
REPLACE WITH NEW 54" MH
rri
cn
RIM = e1-7-6 311.76
co
IE 8" N = �4 24.39
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o
c'
INV 8 PVC S 24.69
INV 24" PVC E 24.07
INV 24" PVC W 23.89 4'/45'/3' 18"/22'/4'/45'
BOT 23.7 7' 5.5'
CAPPED t .CONNECTED 40CLAY
4 /45 /4
8'
59-6" 4'/ 45'/3' 3'/45'/4' CONNECTED 4"CLAY
79ICAPPED CONNECTED 4"CONC' 7'
CONNECTED 4"CLAY
3'/45'/2'
5'
CONNECT 4" CLAY
MH #8 STA. 35+20, 92' RT
REMOVE EXIS77NG MH AND
REPLACE WITH NEW 54" MH
RIM = 33.3e 33.19
IE 8" W = :F&-re29.06
PLUG SIDESEWER TO
SOUTH AF7FR RECONNECTION
TO MH # 11 (SHT 4) 0'
0
m =
o< � o_-D o o=
W
z
w
V Y O
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D w a4 = a
31 + 00 32-+-- 00 33+ 00 34-+- 00 3 5 + 00
EXISTING CENTERLINE. . . . . . . . . . . . . . . . . . . .
Q /
3 0 REMOVE EXISTING SAN SWR
.......... ......... .............................. .. ....................
w
CO -.
IN N EXISTING FLUSH
PER STANDRD DETAIL
20' FT. ALLEY
R. 0. W.
2'/45'/5'
7
CAPPED
3'/45'/3'/22'/1'
7'
CONNECTED 4"CLAY
0 20 40
1" = 20'
3'/45'/3'
6'
CONNECTED 4"CLAY
NO TE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA
TEL EVIDEO. BECAUSE THE LOW POINTS IN THE EXISTING
MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS
MA Y NO T BE SHOWN. THE CON TRAC TOR SHALL L OCA TE
AND REPLACE ALL ACTIVE SIDE SEWERS FROM THE
NEW SEWER MAIN TO THE PROPERTY LINE.
2'/45'/3'
5'
CAPPED
4'/45'
4'
CONNECT 6" CONC
4•/27/2•
6'
CONNECT 6" CONC
S- 2?b ?03
25:
MH6 STA. 35+20 0' RT
400.53 LF OF 8 PVC SS O 0.6
..
3 REMOVE EXISTING MH AND
REPLACE WITH NEW 54" MH
RIM = 60: cve: - 33.51
MH #5 STA. 31+20 0' RT lE 8" S = ��i-� 26.92
REMOVE EXlS7TNG MH AND 1E 8" E W = Pi z"F
2 t J REPLACE WITH NEW 54" MH INV 8'� PVC W 27.05
RIM = 3f.31.76. ............................. ................ ....... ..... INV 8" PVC E 27:13
- lES"N =
i+.-46 24.39 ��- EXISTTNG CENTERLINE
-. INV 8" PVC S 24.69 � - � - - - _ - ---- - -- ---
REMOVE EXISTING SAN SWR REMOVE EXISTING SAN SWR
.INV 24" PVC. E 24.07 _ .
INV 24" PVC W 23.89
BOT 23.7 .
90 11
WwR-�7 -226z
LF OF a PVC SS O 0.84% 98.6 LF OF 8"PVC SS O 1.96X
SCALE "
Horiz. 1" = 20'
T MH STA. 35+20, 92' R
Vert. 1 " = 5' MH 7 STA. 35+20, 90' LT 18 -
2 REMOVE EXISTING MH AND
REMOVE EXISTING MH AND
36 + 00
....
AS -BUILT INFORMATION
PROVIDED BY RINGLE & ASSOCIATES
REPLACE W1 TH NEW 54 MH
REPLACE WITH NEW 54" MH MH SEE ABOVE RIM =19 33.19 /�
RIM = 3?r�8t 32.87� PLUG W = IFW R 29.06
SHT 3 of 1 1 `'t'
iE 8" E _ �8-6C- 27.81 SOUTH AFTER RECONNECTION
TO MH # 11 (SHT 4) S
i
22,06 'CANNF® DEC 1 01999