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PROP. 8" PVC SAN LAT. FOR CONTINUATION REFER TO SHEET C4.1
MRCP OREFER TO
PMB NS -7
X
Il �.42
,EXIST FINISH GRADE
PROP. (2) RESTRAINE
J N- Ar BENDS `1 .. *
2
71
1
I 1 1 C14
-7.66
SCALE: H: 1"=30'
PROP. 15 HDPE
11 (TYP)
11. EL.=7.60 L
11
L .. 2
L_2.5'
0
W .f
AmER MAIN - PROFILE 'A"
SCALE: H: 1"-30'
go
PROP. 3" COND. & 3" DRAIN PROP. 3" COND. & 3" DRAIN
-PROP. (2) RESTRAINED PIPE DEFLECTION*
12--45- BENDS (TYP)
?l r MR
SCALE: H: 1"=30'
im
10
6
PROP. 16'x 12' TEE W/
12" G.V. TIED TO TEE
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It I
iREVISION
4m
DATE
mmm
m
3t
r
I
PROP. 12ft DIP WATER MAIN
PROP.
12"02" TEE
-� rill
PROP. 12"x 6" TEE W/ 12"
PROP
PROP.
TIED TO TEE
ROP. 12% 8-
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V TIED TO TEE (TYP)
G.V.
4
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PROP. 12-x 4"
x
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PLUG BOTH ENDS OF CASING WITH
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TOP X 'T _5"
L DUCT
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20' 18'
48'
62'
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SCALE: H: 1"-30'
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PROP. 3" COND. & 3" DRAIN PROP. 3" COND. & 3" DRAIN
-PROP. (2) RESTRAINED PIPE DEFLECTION*
12--45- BENDS (TYP)
?l r MR
SCALE: H: 1"=30'
im
10
6
PROP. 16'x 12' TEE W/
12" G.V. TIED TO TEE
I
iREVISION
4m
DATE
�p III Ir' Ir�
-
JORGE G. NIALbONADO P.E.
FL ENGINEER
FL ENG. REG. NO. 58684
I
iREVISION
4m
DATE
�p III Ir' Ir�
-
I