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NOP.
TIED TO TEE
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SCALE: H: 1"=30'
11.85 F PROP. FINISH GRADE
PROP. 4"
—PROP. 15" HDPE (TYP)
INV. EL.=7.60
3t / , /,-7.85
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PROP. 12" DIP WATER MAIN
•111Y,
.*ROP. VENT IN BOX
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/—PROP. FINISH GRADE
cOl 7.83-\'l '1 //-7.82 /-7.80 Q! /-7.75
0!,
4
JORGE G. MALDONADO P.E.
FL ENGINEER
FL ENG. REG. NO. 58684
W 0 L F B E P, G
WATER MARV, PROFILE
SCALE: H: 1"=30'
V: 1" =3'
PROP. 5'W x 16"L
CONCRETE SLAB PER GS1.2
PROP. (2) RESTRAINED
7.60 12*-457 BENDS (TYP) PIPE DEFLECTION*
20' 18' - 16'1--I—1 71-L 48.
ON-SITE WATER MAIN PROFILE
SCALE: H: I"=30'
V: I"=3'
YA
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PROP. 16-x 12- TEE W/
12" G.V. TIED TO TEE
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06/22/07
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]REVISION DATE
�INISH GRADE
1
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55
12
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10
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0
NOP.
TIED TO TEE
t
E
At
'--UUY Will"It 61_t�,
r4rm.
SCALE: H: 1"=30'
11.85 F PROP. FINISH GRADE
PROP. 4"
—PROP. 15" HDPE (TYP)
INV. EL.=7.60
3t / , /,-7.85
I
Emr-mis
PROP. 12" DIP WATER MAIN
•111Y,
.*ROP. VENT IN BOX
#IER DETAIL ABOVE
/—PROP. FINISH GRADE
cOl 7.83-\'l '1 //-7.82 /-7.80 Q! /-7.75
0!,
4
JORGE G. MALDONADO P.E.
FL ENGINEER
FL ENG. REG. NO. 58684
W 0 L F B E P, G
WATER MARV, PROFILE
SCALE: H: 1"=30'
V: 1" =3'
PROP. 5'W x 16"L
CONCRETE SLAB PER GS1.2
PROP. (2) RESTRAINED
7.60 12*-457 BENDS (TYP) PIPE DEFLECTION*
20' 18' - 16'1--I—1 71-L 48.
ON-SITE WATER MAIN PROFILE
SCALE: H: I"=30'
V: I"=3'
YA
0
�la
iN
ffil
N.
b
PROP. 16-x 12- TEE W/
12" G.V. TIED TO TEE
4
ig
SCALE: AS SHOWN
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m
06/22/07
]REVISION DATE
SCALE: AS SHOWN
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