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/ NOTES
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/ 30 + FULL DEPTH GRANULAR BACKFILL SHALL BE
12 L.F. -6" I INSTALLED ON ALL SEWER LATERAL STREET °�
WYE &LAT. / 23
/ STA. 0 +24 / ! I 15 L.F. -6" CROSSINGS & COMPACTED PER I.D.O.H. STANDARDS. w
/ WYE &LAT. I z 0
/ I STA. 2 +25 (� 000
/ I MIN. SLOPES PER THE TEN STATE STANDARDS W
I NOTE TO CONTRACTOR.
4 \ 80 36 6" SHALL PREVAIL IN ALL CASES. �
/ Q) WYE & LAT. I I SANITARY INVERTS MUST BE VERIFIED AT Z cp
/ 15 L3.� 6" ',/ V \ STA. 1+41 I I MANHOLES 709-711 PRIOR TO CONTINUING WITH CONTRACTOR SHALL EXTEND SEWER LATERALS J �, �,
/ NEXT SEGMENT OF PIPE TO MAINTAIN DESIGNED -
/ WYE &LAT. �� I THRU EASEMENTS AS SHOWN. A MINIMUM OF 5 FT. w 00
STA. 1 +25 / /w I 22 INVERTS TO AVOID FUTURE STORM CONFLICT. (n a
/ �— i 3 • -e 16 L.F. -6" ANY DEVIATION FROM MAINTAINING DESIGN AND A MAXIMUM OF 6 FT. OF COVER OVER LATERAL zo o
WYE & LAT. ( INVERT ELEVATIONS ON THESE WILL BE AT TERMINATION. U ?
/ \ v STA. 1 +35 CONTRACTORS OWN RISK.
/ -s 35 " I > _J
/ 32 D
75 LF. -6
/ 18 L.F. -6" tH
WYE & LAT. WYE &LAT.
/ STA. 1 +79 / STA. 1 +37
/ W
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I 37
99 L.F. -6" ( 21 n I
WYE & LAT. 16 L.F. -6
STA. 0 +68 STA. 0 +45 I Q
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33 I 83 L.F. -6" I I I 38 1! 7so
it : it r WYE & LAT. EXISTING
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EXISTING �m..._...__.........._._ .......` . ...........................i...
STA. 2 +01 I 102 L.F. -6" it U
WYE &LAT. I I I WYE &LAT. i it
STA. 2 +03 I STA. 2 +32 i 7 W
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SHEET NO.
9
OF 14 SHEETS
11 No.29648
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FULL DEPTH al
GRANULAR
EXISTING GRADE PROPOSED GRADE BACKFlLL =o
185 L.F. 0.40% "
8 S.D.R. 35 P. 15 R.C.P. - „,r;•�•, ,,� �...��
V.C. 123 L.F. INV.= 747.56
• • 183 L.F. 0.42%
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N"
=
II mmm
ZQII
�NF,:ZZZ
¢
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EXISTING GRADE
PROPOSED GRADE
I
` 012" R.C.P.
INV.= 748.32
I
I CONTRACTOR TO VERIFY INV.
8" S.D.R. 35 P.V.C.
0.61%
PRIOR TO CONSTRUCTION
259 L.F.
8" S.D.R. 35 P.V.C.
3
291'
EX. 8" S.D.R. 35
P.V.C. INV.= 743.42 S.
S.D.R.
35 P.V.C.
18" R.
.P.
INV. =7
.79
CROSSING TO B
ENCASED WITH
GRANULAR BAC
ILL. CONTRACTOR
TO VERIFY GRAD
T10N TO BE USED
PRIOR TO INSTA
LAT10N.
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=
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ZQII
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¢
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EXISTING GRADE
PROPOSED GRADE
I
` 012" R.C.P.
INV.= 748.32
I
I CONTRACTOR TO VERIFY INV.
8" S.D.R. 35 P.V.C.
0.61%
PRIOR TO CONSTRUCTION
259 L.F.
8" S.D.R. 35 P.V.C.
3
291'
EX. 8" S.D.R. 35
P.V.C. INV.= 743.42 S.