2-Alternate Proposal-Drawings-Plans-MiamiShores-LayneSTEP 2: RDBS CENTRAL BUSINESS DISTRICT LOW PRESSURE SEWER SYSTEM (LPSS) & WATER MAIN IMPROVEMENTS
DRAWINGS / PLANS FOR
ALTERNATE PROPOSAL
R
/
W
R
/
W
R
/
W
R
/
W
10+00
11+00
12+00
13+00
(P
.B
.
34
,
PG
. 84)
BLOCK
6
"AMENDED
PLAT
OF
SECOND
ADDITION
TO
PINEWOOD
PARK"
5
4
3
2
1
6
7
(P
.B
. 34
,
PG
.
84)
BLOCK
5
19
20
2122
23
18
17
WV
WV
W
V
FMV
WVDY
H PAVEMENT
ASPHALT
SOD
SOD
CONC
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5
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SOD WIRE
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R/W
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SOD
SOD
S
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WIRE
FENCE
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D
WIRE
FENCES
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D
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M
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N
T
A
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P
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A
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T
5' CONC. SIDEWALK
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CONC.
5' CONC.
SIDEWALKS
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D
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N
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P
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SOD
SOD
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FENCE
A
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.
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C
.
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FENCE
25.0 '
2
5
.0
'
2
5
.
0
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25.0 '
25.0 '25.0 '
2
5
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'
2
5
.0
'
"AMENDED
PLAT
OF
SECOND
ADDITION
TO
PINEWOOD
PARK"
N
.
W
.
3
r
d
A
V
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N
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N
.
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.
3
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N
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97th
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6"WM
6"WM
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N
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ASPH.-
B.E.-
CB -
CLF -
CLP -
CONC.-
D.C.R.-
EB -
ELEV.-
FH -
FND.-
HC -
HT.-
I.E.-
LB -
MLP -
OHW -
P.B.-
PC -
PG.-
RES.-
R.E.-
R/W -
STA.-
WMB -
WPP -
WV -
-
-
-
-
B
LEGEND SYMBOLS
ASPHALT
CATCH BASIN
CHAIN LINK FENCE
CONCRETE
ELECTRIC BOX
ELEVATION
FIRE HYDRANT
FOUND
HANDICAP
HEIGHT
INVERT ELEVATION
LICENSED BUSINESS
METAL LIGHT POLE
OVERHEAD WIRES
PLAT BOOK
PAGE
RESIDENCE
RIM ELEVATION
RIGHT-OF-WAY
WATER METER BOX
STATION
WOOD POWER POLE
WATER VALVE
CENTERLINE
ELEVATION
MIAMI-DADE COUNTY RECORDS
CONCRETE LIGHT POLE
POINT OF CURVATURE
- ANCHOR
- BELLSOUTH TELEPHONE BOX
- CATCH BASIN
- FIRE HYDRANT
- LIGHT POLE
- MAIL BOX
- PALM TREE
- SIGN
- TREE
- WATER METER BOX
- WOOD POWER POLE
- WATER VALVE
BOTTOM OF ENCLOSURE
(T
YP
.)7
F
T
1-8" PLUG VALVE
1-12"X8" REDUCER
FORCE MAIN TO EXIST. STUB
FIELD CONNECT PROP. 8" D.I.P.
2
F
T
D.I.P. FORCE MAIN
PROP. 3112 L.F. OF 8"
PROP. 8" DIP 11.25° BEND
"RESUBDIVISION OF BLOCK 3 OF BONMAR PARK"
R
/
W
R
/
W
R
/
W
R
/
W
14+00
15+00
16+00
17+00 18+00 19+0016+40.27
321
"RESUBDIVISION OF BLOCK 2 OF BONMAR PARK"
14
1516
"AMENDED
PLAT
OF
SECOND
ADDITION
TO
PINEWOOD
PARK"
8
9
10
10
16 15
14
14
W
V
WV
W
V
DYH PAVEMENT
ASPHALT
5' CONC. SIDEWALK
SOD
SOD
CONC.
CONC.
CONC.
CONC.
WIRE
FENCE
SOD
SOD
SOD
SOD
PAVEMENT
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PAVEMENT
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SOD
WIRE
FENCE
SOD
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WIRE
FENCE
5
'
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.
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35.0 '35.0 '
35.0 '35.0 '
3
7
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'
3
7
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'
2
5
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2
5
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'
2
5
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2
5
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'
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SCALE IN FEET
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SHEET
551147.00
PROJECT No.
CONTRACT No.
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D.I.P. FORCE MAIN
PROP. 3112 L.F. OF 8"
FOR FORCE MAIN INSTALLATION.
FENCING, SIGNS, AND LANDSCAPING
REMOVE AND REPLACE EXIST.
D.I.P. FORCE MAIN
PROP. 3112 L.F. OF 8"
1
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SHEET
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PROJECT No.
CONTRACT No.
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(P.B. 42, PG. 60)
BLOCK 3
"RESUBDIVISION OF BLOCK 3 OF BONMAR PARK"
24+00
19+00 20+00 21+00 22+00 23+00
23+11.42
23+11.42
R
/
W
R
/
W
R
/
W
R
/
W
5 6 7 8
(P.B. 42, PG. 59)
"RESUBDIVISION OF BLOCK 2 OF BONMAR PARK"
BLOCK 2
13
12
11
10
9
14 13
14 15
14
14
WV
WV
C
L
P
3
7
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5
'
SOD
SOD
SOD
PAVEMENT
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30.0 '30.0 '
30.0 '30.0 '
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F
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D.I.P. FORCE MAIN
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2
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SCALE IN FEET
HORIZONTAL SCALE
SHEET
551147.00
PROJECT No.
CONTRACT No.
C
A
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F
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:
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S
U
I
T
E
9
0
0
C
OR
A
L
G
A
B
L
E
S
,
F
LO
R
I
D
A
3
3
1
3
4
M
I
A
M
I
S
H
O
R
E
S
V
I
L
L
A
G
E
C
E
N
T
R
A
L
B
U
S
I
N
E
S
S
D
I
S
T
R
I
C
T
L
P
S
S
A
N
D
W
A
T
E
R
M
A
I
N
I
M
P
R
O
V
E
M
E
N
T
S
PRELIMINARY PLANS - NOT FOR CONSTRUCTION
N
o
v
e
m
b
e
r
1
1
,
2
0
1
3
25+00 26+00 27+00 28+00 29+00
R
/
W
R
/
W
(P.B. 10, PG. 39)
BLOCK 130
"MIAMI SHORES SECTION No.6"
1
(P.B. 10, PG. 39)
"MIAMI SHORES SECTION No.6"
BLOCK 129
4
678910111213
22
2120
19
1817
16
15
WV
W
VWV WV
E
E
E
CLP D Y
H5' CONC. SIDEWALK
SOD
5' CONC. SIDEWALK
SODSOD
5' CONC. SIDEWALK
5' CONC. SIDEWALK
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
ASPHALT
ASPH.
A
SPH.
A
S
P
H
.
A
S
P
H
.
A
S
P
H
.
A
S
P
H
.
A
S
P
H
.
SOD
SOD
B
R
I
C
K
B
R
I
C
K
P
A
V
E
R
S
SOD SOD SOD
SOD SOD
SOD
SOD
SOD
SOD
C
ON
C
.CONC.
SOD
1
0'
C
O
N
C.
SI
D
E
W
A
L
K
10' C
O
N
C
.
SID
E
WA
LK
2' CURB
& GUTTER
RAMP
(TYP.)
3
7
.
5
'
3
7
.
5
'
3
7
.5
'
3
7
.5
'
N.E. 97th STREET
F
O
F
O
6"WM 6"WM 6"WM
N
W
A
T
E
R
&
S
E
W
E
R
L
A
Y
O
U
T
P
L
A
N
C - 06
D.I.P. FORCE MAIN
PROP. 3112 L.F. OF 8"
D.I.P. FORCE MAIN
PROP. 3112 L.F. OF 8"
2
F
T
(
T
Y
P
.
)
9
F
T
D
a
t
e
:
D
r
a
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:
S
c
a
l
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:
A
s
S
h
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w
n
N
o
.
R
E
V
I
S
I
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N
D
a
t
e
B
y
5 243 167
0
S
E
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L
D
.
R
e
y
n
o
l
d
s
F
.
A
l
o
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s
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20
D
A
T
E
5
:
5
0
:
1
7
P
M
K
:
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t
s
\
5
5
1
1
4
7
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0
0
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M
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m
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S
h
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L
P
S
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0
7
_
4
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S
c
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l
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d
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n
7
/
2
4
/
2
0
1
4
I
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T
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A
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A
L
/
T
.
Y
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I
N
H
.
J
.
R
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40 60
SCALE IN FEET
HORIZONTAL SCALE
SHEET
551147.00
PROJECT No.
CONTRACT No.
C
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F
i
l
e
:
C
h
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c
k
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d
:
M
P
u
p
o
P
H
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N
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:
(
3
0
5
)
-
5
6
7
-
1
8
8
8
F
A
X
:
(3
0
5
)
-
5
6
7
-
1
7
7
1
2
0
1
A
L
H
A
M
B
R
A
C
I
R
C
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9
0
0
C
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A
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A
B
L
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S
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F
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R
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D
A
3
3
1
3
4
M
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L
A
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T
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A
L
B
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S
S
D
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S
T
R
I
C
T
L
P
S
S
A
N
D
W
A
T
E
R
M
A
I
N
I
M
P
R
O
V
E
M
E
N
T
S
PRELIMINARY PLANS - NOT FOR CONSTRUCTION
N
o
v
e
m
b
e
r
1
1
,
2
0
1
3
31+00 32+0030+00
33+00
34+00
R
/
W
R
/
W
(P.B. 10, PG. 70)
BLOCK 6
"AMENDED PLAT OF MIAMI SHORES SECTION No.1"
(P.B. 10, PG. 70)
"AMENDED PLAT OF MIAMI SHORES SECTION No.1"
BLOCK 7
(P.B. 10, PG. 70)
BLOCK 6
MIAMI SHORES SECTION No.1"
(P.B. 10, PG. 70)
MIAMI SHORES SECTION No.1"
BLOCK 7
"AMENDED PLAT OF
"AMENDED PLAT OF
14
10
9 9 8 7 6 5 4
15 15 16
17
18 19 20
E
WV
WV
E
MH
C
L
P
E
PAVEMENT
ASPHALT
5' CONC. SIDEWALK
SOD
5' CONC. SIDEWALK
SOD
P
A
V
E
M
E
N
T
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
A
S
P
H
A
L
T
10'
C
O
N
C.
SI
D
E
W
AL
K
10' C
O
N
C
.
SID
E
WA
LK
2' CURB
& GUTTER
2' CURB
& GUTTER
B
R
I
C
K
B
R
I
C
KSOD
SOD
A
S
P
H
.
ASPH.
SOD
S
O
D
SOD
SOD SOD
B
R
IC
K
B
R
I
C
K
5' CONC. SIDEWALK
5' CONC. SIDEWALK
BRICK PAVERS
B
R
I
C
K
SOD
SOD
SOD
SOD
SOD
SOD
C
O
N
C
.
C
O
N
C
.
C
ONC.C O N C .
PAVEMENT
ASPHALT
RAMP
(TYP.)
RAMP
(TYP.)
RAMP
(TYP.)
RAMP
(TYP.)
40.0 '40.0 '
40.0 '40.0 '
3
7
.
5
'
3
7
.5
'
3
7
.
5
'
3
7
.5
'
N
.
M
I
A
M
I
A
V
E
N
U
E
N.E. 97th STREET
F
O
6"WM 6"WM
2
"
W
M
T
E
L
E
.
T
E
L
E
.
N
W
A
T
E
R
&
S
E
W
E
R
L
A
Y
O
U
T
P
L
A
N
C - 07
PROP. 3112 L.F. 8" D.I.P. FORCE MAIN
1
0
F
T
2
F
T
(
T
Y
P
.
)
D
a
t
e
:
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R
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A
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D
A
T
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5
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Y
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N
H
.
J
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R
O
S
S
40 60
SCALE IN FEET
HORIZONTAL SCALE
SHEET
551147.00
PROJECT No.
CONTRACT No.
C
A
D
F
i
l
e
:
C
h
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c
k
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d
:
M
P
u
p
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(
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5
)
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5
6
7
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1
8
8
8
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A
X
:
(3
0
5
)
-
5
6
7
-
1
7
7
1
2
0
1
A
L
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A
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A
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A
3
3
1
3
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R
M
A
I
N
I
M
P
R
O
V
E
M
E
N
T
S
PRELIMINARY PLANS - NOT FOR CONSTRUCTION
N
o
v
e
m
b
e
r
1
1
,
2
0
1
3
37+00 38+0035+00 36+00 39+00 40+00
R
/
W
R
/
W
R
/
W
R
/
W
"AMENDED PLAT OF MIAMI SHORES SECTION No.1"
"AMENDED PLAT OF MIAMI SHORES SECTION No.1"
3 2 1
21
22 23
(P.B. 10, PG. 70)
BLOCK 19
"AMENDED PLAT OF MIAMI SHORES SECTION No.1"
(P.B. 10, PG. 70)
"AMENDED PLAT OF MIAMI SHORES SECTION No.1"
BLOCK 18
14 13 12 11 10 9
15 16
17
18 19 20
WVDY
H C
L
P CLP
SOD
SOD
5' CONC. SIDEWALK
5' CONC. SIDEWALK
5' CONC.
SIDEWALK
P
A
V
E
M
E
N
T
A
S
P
H
A
L
T
5' CONC.
SIDEWALK
5' CONC.
SIDEWALK
P
A
V
E
M
E
N
T
A
S
P
H
A
L
T
5' CONC.
SIDEWALK
5' CONC. SIDEWALK
5' CONC. SIDEWALK
B
RI
C
K
B
R
ICK
S
O
D
S
O
D
S
O
DS
O
D
S
OD
S
O
DSOD
SOD B
R
I
C
K
B
R
I
C
KSOD
SOD
SOD SOD
SOD
SODSOD
SOD
B
R
I
C
K
B
R
I
C
K
C
O
N
C
.
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
5' CONC. SIDEWALK
5' CONC. SIDEWALK
SOD
SOD
SODB
R
I
C
K
C
O
N
C
.
C
O
N
C.SOD
MIAMI SHORES SECTION No.1"
21
8
30.0 '30.0 '
30.0 '30.0 '
3
7
.
5
'
3
7
.5
'
3
7
.
5
'
3
7
.5
'
3
7
.
5
'
3
7
.5
'
N
.
E
.
1
s
t
A
V
E
N
U
E
N.E. 97th STREET
6"WM 6"WM
N
W
A
T
E
R
&
S
E
W
E
R
L
A
Y
O
U
T
P
L
A
N
C - 08
D.I.P. FORCE MAIN
PROP. 3112 L.F. OF 8"
2
F
T
(
T
Y
P
.
)
1
1
F
T
D
a
t
e
:
D
r
a
w
n
:
S
c
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:
A
s
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N
o
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R
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V
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D
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B
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5 243 167
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F
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A
l
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s
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20
D
A
T
E
5
:
5
0
:
2
2
P
M
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5
5
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4
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4
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2
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1
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N
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N
A
T
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A
L
/
T
.
Y
.
L
I
N
H
.
J
.
R
O
S
S
40 60
SCALE IN FEET
HORIZONTAL SCALE
SHEET
551147.00
PROJECT No.
CONTRACT No.
C
A
D
F
i
l
e
:
C
h
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c
k
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d
:
M
P
u
p
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P
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:
(
3
0
5
)
-
5
6
7
-
1
8
8
8
F
A
X
:
(3
0
5
)
-
5
6
7
-
1
7
7
1
2
0
1
A
LH
A
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B
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A
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B
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3
3
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D
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C
T
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P
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S
A
N
D
W
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E
R
M
A
I
N
I
M
P
R
O
V
E
M
E
N
T
S
PRELIMINARY PLANS - NOT FOR CONSTRUCTION
N
o
v
e
m
b
e
r
1
1
,
2
0
1
3
41+00
42+00
43+00 44+00
45+00
W
V WV
WV
E
P P P P P P P P E
P P P P P PP P
E
E
E
WV
WV
WV
WV
E
E
MH MH
E
E
P P P P P P P
WV
E
P P P P P P
E
W
VD Y
H
GP
G
P
G
P
G
P
G
P
G
P
G
P
40.0 '40.0 '
40.0 '40.0 '
3
7
.
5
'
3
7
.5
'
3
7
.
5
'
3
7
.
5
'
3
7
.5
'
3
7
.5
'
15.0 '
15.0 '
15.0 '
15.0 '
N.E. 97th STREET N.E. 97th STREET
N
.
E
.
2
n
d
A
V
E
N
U
E
3 SAN. MH
SAN. C.O.
SAN. MH
SAN. MH
SAN. MH
6"WM
2
"
W
M
4
"W
M
6"WM 6"WM 6"WM 6"WM
1
2
"W
M
1
2
"W
M
6
"W
M
6
"W
M
2
"W
M
T
E
L
E
T
E
L
E
T
E
L
E
T
E
L
E
T
E
L
E
T
E
L
E
1
6
"F
M
1
6
"F
M
5' SIDEWALK
GRAVITY
LINE
R/WR/W
STREET OR AVENUE RIGHT OF WAY
~~
N
W
A
T
E
R
&
S
E
W
E
R
L
A
Y
O
U
T
P
L
A
N
C - 09
SEE SHEET C-11 SEE SHEET C-16
SEE SHEET C-17SEE SHEET C-12
2
.
0
F
T
FORCE MAIN
PROP. 4" HDPE
GRAVITY LINE
PVC 6"
HDPE FORCE MAIN
PROP. 977 L.F. OF 3" LPSS
(TO BE REMOVED)
EXIST. 4" WATER
CLEANOUT (SEE DETAIL 1)
1-4"X4" TEE
1-4" HDPE LPSS DISCHARGE PIPE
PROP. 1 LPSS DUPLEX GRINDER PKG
UTIL. ACCESS EASE.
PROP. 10FT X 10FT
D.I.P. RESTRAINED WATER MAIN
PROP. 2333 L.F. OF 12"
15 L.F. OF 6" D.I.P. WATER MAIN
2-12" GATE VALVES
1-6"X6" TAPPING SLEEVE
1-6" VALVE
1-6" 90 DEGREE ELBOW
1-12"X6" TEE
TO PROP. 12" RESTRAINED WATER MAIN
FIELD CONN. EXIST. WATER
HDPE FORCE MAIN
PROP. 355 L.F. OF 4" LPSS
(SEE DETAIL 3)
CLEANOUT AT JUNCTION
2-4" BALL VALVES
PROP. 1-4"X3" CROSS
HDPE FORCE MAIN
OF 3" LPSS
PROP. 1109 L.F.
(TO BE REMOVED)
EXIST. 4" WATER
UTIL. ACCESS EASE.
PROP. 10FT X 10FT
1-4"X4" TEE
1-4" HDPE LPSS DISCHARGE PIPE
PROP. 1 LPSS DUPLEX GRINDER PKG
FORCE MAIN
LPSS HDPE
PROP. 844 L.F. OF 2"
WATER MAIN
18 LF - 6" D.I.P.
1-6"X6" TAPPPING SLEEVE
2-12" GATE VALVES
1-6" 90 DEGREE ELBOW
1-12"X6" TEE
TO PROP. 12" WATER MAIN
FIELD CONN. EXIST WATER
(SEE DETAIL 3)
CLEANOUT AT JUNCTION
1-2" VALVE
1-3" VALVE
1-3'X2" REDUCER
1-4"X3" REDUCER
PROP. 1-3"X3" TEE
REMOVED)
(TO BE
WATER
EXIST. 6"
UTIL. ACCESS EASE.
PROP. 10FT X 10FT
1-4"X4" TEE
1-4" HDPE LPSS DISCHARGE PIPE
PROP. 1 LPSS DUPLEX GRINDER PKG
(TO BE REMOVED)
EXIST. 2" WATER
FORCE MAIN
PROP. 4" HDPE
AND DETAILS.
SEE SHEET C-21 FOR LAYOUT
PUMP STATION
PROP. SUBMERSIBLE SEWAGE
TYPE A MANHOLE (4")
12' ACCESS GATE
5' SIDEWALK
GRAVITY
LINE
R/WR/W
STREET OR AVENUE RIGHT OF WAY
~
SERVICE ACCESS
~
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12' ACCESS GATE
5' SIDEWALK
GRAVITY
LINE
R/WR/W
STREET OR AVENUE RIGHT OF WAY
~
SERVICE ACCESS
~
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D.I.P. WATER MAIN
PROP. 1697 L.F. OF 12"
FORCE MAIN
OF 8" D.I.P.
3112 L.F.
PROP. LINE
2-8" 45 DEGREE BENDS
8" PLUG VALVE