HomeMy WebLinkAboutSanitary Sewer Plan and Profile pg3m
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92 L.F. -6" z
WYE & LAT. N
STA. 0 +03 / w
2
104 L.F. -6" /
/ WYE & LAT.
STA. 0 +75
/ P Q
3 / / s
99 L.F. -6" / m to o
m
WYE & LAT. / `�'� 1rJ \ N III o o
M
STA. 1 +95 �' �e / 19 L.F. -6" AN, LE 7 113\
WYE & LAT.
STA. 0 +57 STA. 21+40
acv O
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_ 0 ~ 0 2 =
U) NZ; Q-
/ 98 L.F. -6" / /
WYE & LAT. STA. T . 1 +79 SCALE: 1 "= 50� z �,o
STA
/ . 0 +25
/
w
HOLE 709
w
NOTES U
FULL DEPTH GRANULAR BACKFILL SHALL BE Q
INSTALLED ON ALL SEWER LATERAL STREET
/ / 13 CROSSINGS & COMPACTED PER I.D.O.H. STANDARDS. O �n Z
13 L.F. -6" W
wYE & LAT. MIN. SLOPES PER THE TEN STATE STANDARDS 000
I 103 L.F.-6" ' / STA. 1 +01 ; SHALL PREVAIL IN ALL CASES.
I WYE &LAT. v
STA. 1+57 ro
CONTRACTOR SHALL EXTEND SEWER LATERALS o X
I THRU EASEMENTS AS SHOWN. Q <
J
I '
I CONTRACTOR SHALL INSTALL LATERAL NO
CLOSER THAN 5' FROM BUILDING LINE AND c°
NH9LE 710 NO GREATER THAN 6' DEEP AT LATERAL END. 00
+48
ql12 Z o
18 L.F. -6 " O
6 ( WYE & LAT. 00
I 102 L.F. -6"
STA. 0 +54 LLI J
WYE & LAT.
STA. 0 +71
J p� cn
_ �co 0
Z z
- - -- o �, Z
I T 1
18 L.F. -6" I
/ Z WYE & LAT.
STA. 1+94
x O
OOi o0O� MtMO cqrl� �N W z
X �I\ �� nn r- J Q
00 00 00 N pO pp pp O a0 O
AMENITY 3�'e_ I N ° o 11 o� 11 o O II II o I, °
X X / / B ' r�0 00 ACV t�CV �f N LL —
WYE 102 L.F. -6" w r� 3 it II w �N 3w no 3 II
WYE &LAT. / soy R/lv 10 +� I w +00 m z w viz w vi z O
STA. 1 +63 / 27 L.F. -6" �/
x� / WYE &LAT.
/ / STA. 0 +22 I
x (�
W
I880 z NO
/ � LL
IRON HORSE
LANE
I I
3p• 6 6 /'�/
9 LL
/ 99 L.F. -6" I Or^
WYE & LAT. V
STA. 1 +35 I Q
\ I 870 V)
27 L.F. -6"
WYE & LAT. / /$ I
STA. 2 +32 81 L.F. -6"
MANHOLE 712 � WYE &LAT. I
STA. 2 +23
+42 I z w
/< �
v , U
SHEET NO.
1 8
OF 28 SHEETS
t
NO.33697
a
JOB J +� J +� J.�ppV)Z {.00V)W
O H ON HH ON HH ON°DF -F- ON°OHH
2M II � = II �� = II �� = II 0_0_ = II 0'�
�(nHZZ �(nHZZ �V)F -ZZ �fnHZZ
�I vl PROPOSED GRADE PROPOSE
Q a � EXISTING GRADE
FULL DEPTH PROPOSED GRADE EXISTING GRADE
GRANULAR '
BACKFILL - 3:3.'- •.,,�`ti� -Y +, =.
's`CONC CRADLE
LNV.=875
5" R.C.
.;r
�'-: '
69�=
33" R.C.P.
;���z:
CONC. CRADLE
INV.= 874.10
'•
253
0.4
R- V.C.
232 L. 0.42
8
D -35 V.
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