13-96-029C4 I �•
1
CUT AND PLUG
TO BE DONE BY MDWASD FORCES i I• '
AT OWNER'S EXPESE
C/L ... .. .......... i -
- I I• •
..... ......................... ...... . . .............. ..... .................... ... I .......... - - - -- ..... - - - -- .......... - - - -- ............... - - - -- - - - -- ..... - - - -- ......
;I
1
EXIST. 2' WATER METER
PER M -DWASD AS -BUILT E- 11110 -1
j' .I •
PER M -DWASD AS�E9IILT E- 11110 -1
EXIST. 2' CORPORATP4 STOP
EXIST 12' PLUG
• �PRC
.
f M
PEI;
STA
MIASD� AS -BUILT E- 11110 -1
2'\ �1 ITEN, ..I I
2' PLUG W/
4NG VALVE
SD WS 1101
M, 10' WEST
in I
212 LF - 12' DJP. WATER MAN
STA 0+00(5)
n
I' t
't
PAVEMENT RESTORATION i
FULL LANE RESTORATION REQUIRED I Ci L
FINAL LIMITS OF RESTORATION TO BE DETERMNED
BY FLU MOT REQUIRED PER FDOT ' I • NOTE=
NDEX 600 SERIES AS APPLICABLE ;
ALL EXISTING AND PROPOSED WATER AND FORCE MAINS AND FITTINGS
I' TO 5E RESTRAINED PER C.S. 2.0
I' STA 1 +00($)
t
EXIST. SAN. MH
RIM EL. 12.44
NV. EL. 816 (S)
PER M -DWASD AS -BUILT E6- 52% -19 I' I
EXIST. 6 SAN. LAT. SERVICE
PER M -DWASD AS -BUILT I
- 526 -1
I. ' , ' • ' - ' . I � %- EXIST. 6' SA LAT. SERVICE
ES PER M -DWASD AS -BUILT
- - - - - - - - - ---- ;
ES- 5296 -19
EXIST. L F 88'' V.C. OAK SLWER
.I'' I
R/UJ
EXIST. OPEV.C. SAL SEWER
! I PER M -DWASD AS- BUILT
I• ' ES- 52% -19
EXIST. 2' WATER MAN I
PER M- DWASD I I'
AS -BUILT ES- 1524 -I t
TO BE ABANDONED N PLACE I'
------- - - - - --
WATER + SEWER PLAN MATCH LINE SHEET C-4
0 2 4 B B 10 20 30
SCALE IN F= 1' — 10 =0'
M -DWASD AGREEMENT ID 21354
.
.............
m'
W
— — — —
EXISTING WATER MAN
—
PROPOSED FIRE HYDRANT W/GATE VALVE
— DQ—
EXISTING FIRE HYDRANT W/GATE VALVE
—�—
PROPOSED GATE VALVE
1
EXISTING GATE VALVE
—�-
PROPOSED REDUCER
—{�—
25'
n s
I' t
't
PAVEMENT RESTORATION i
FULL LANE RESTORATION REQUIRED I Ci L
FINAL LIMITS OF RESTORATION TO BE DETERMNED
BY FLU MOT REQUIRED PER FDOT ' I • NOTE=
NDEX 600 SERIES AS APPLICABLE ;
ALL EXISTING AND PROPOSED WATER AND FORCE MAINS AND FITTINGS
I' TO 5E RESTRAINED PER C.S. 2.0
I' STA 1 +00($)
t
EXIST. SAN. MH
RIM EL. 12.44
NV. EL. 816 (S)
PER M -DWASD AS -BUILT E6- 52% -19 I' I
EXIST. 6 SAN. LAT. SERVICE
PER M -DWASD AS -BUILT I
- 526 -1
I. ' , ' • ' - ' . I � %- EXIST. 6' SA LAT. SERVICE
ES PER M -DWASD AS -BUILT
- - - - - - - - - ---- ;
ES- 5296 -19
EXIST. L F 88'' V.C. OAK SLWER
.I'' I
R/UJ
EXIST. OPEV.C. SAL SEWER
! I PER M -DWASD AS- BUILT
I• ' ES- 52% -19
EXIST. 2' WATER MAN I
PER M- DWASD I I'
AS -BUILT ES- 1524 -I t
TO BE ABANDONED N PLACE I'
------- - - - - --
WATER + SEWER PLAN MATCH LINE SHEET C-4
0 2 4 B B 10 20 30
SCALE IN F= 1' — 10 =0'
M -DWASD AGREEMENT ID 21354
A Ir1TCC�.
L IF EXISTING LATERAL DIAMETER IS LESS THAN 6 -INCHES
OR VC/TC PIPE, CONTRACTOR TO REPLACE 6' DIP OR
PVC (DEPENDING ON COVER.
2. ALL DIP PIPES AND FITTNGS TO BE POLYETHYLENE
ENCASEMENT PER M -DWASD DETAIL A -W.
3. EXISTING WATER SERVICE LINES TO BE CUT AND CAPPED
AT THE MAIN AND ABANDONED IN PLACE AND METERS)
TO BE REMOVED BY M -DWASD FORCES AT OWNER'S EXPENSE
4. ALL EXISTING FIRE HYDRANTS SHALL BE REC04NETED TO THE
PROPOSED WATER MAIN. FIELD OPERATIONS SECTION WILL
COORDINATE IN THE FILED WITH WATER DISTRIBUTION DIVISION TO
DETERMNE IF AN EXISTING FIRE HYDRANT SHALL BE REPLACED
AS NEEDED OR REQUIRED.
8�1
m'
W
— — — —
EXISTING WATER MAN
—
PROPOSED FIRE HYDRANT W/GATE VALVE
— DQ—
EXISTING FIRE HYDRANT W/GATE VALVE
—�—
PROPOSED GATE VALVE
1
EXISTING GATE VALVE
—�-
PROPOSED REDUCER
—{�—
u
n s
h
I
EXISTING WATER SERVICE
n
PROPOSED REDUCED PRESSURE
U_
►�
I ✓
I
BACIgLOW PREVENTOR
C:
DOUBLE DETECTOR
�aru�
CHECK VALVE
_
A Ir1TCC�.
L IF EXISTING LATERAL DIAMETER IS LESS THAN 6 -INCHES
OR VC/TC PIPE, CONTRACTOR TO REPLACE 6' DIP OR
PVC (DEPENDING ON COVER.
2. ALL DIP PIPES AND FITTNGS TO BE POLYETHYLENE
ENCASEMENT PER M -DWASD DETAIL A -W.
3. EXISTING WATER SERVICE LINES TO BE CUT AND CAPPED
AT THE MAIN AND ABANDONED IN PLACE AND METERS)
TO BE REMOVED BY M -DWASD FORCES AT OWNER'S EXPENSE
4. ALL EXISTING FIRE HYDRANTS SHALL BE REC04NETED TO THE
PROPOSED WATER MAIN. FIELD OPERATIONS SECTION WILL
COORDINATE IN THE FILED WITH WATER DISTRIBUTION DIVISION TO
DETERMNE IF AN EXISTING FIRE HYDRANT SHALL BE REPLACED
AS NEEDED OR REQUIRED.
SEWER LEGEND
PROPOSED SANITARY SEWER MAN
— — — — EXISTNG SANITARY SEVER MAN
40 PROPOSED MANHOLE
Q EXISTNG MANHOLE
PROPOSED SANITARY SERVICE
— — — — EXISTING SANITARY SERVICE
PROPOSED FORCE MAN
— — — — EXISTNG FORCE MAN
�— PROPOSED LIFT STATION
— EXISTING LIFT STATION
011;M ION OF FLOW OF SANITARY SEILER
DADE COUNTY PUBLIC WORKS MANUAL
RESTORATION PER STANDARD DETAIL R21J
NOTE:
FOR CONNECTIONS OF VCP, THE CONTRACTOR WILL HAVE TO TELEVISE
THE VCP PIPE BEFORE AND AFTER INSTALLATION
WATER SERVICE AND SEWER LATERAL SHALL HAVE MINIMUM SEPARATION
PER M -DWASD G.S. L5
PROPOSED TREES SHALL NOT BE PLANTED CLOSER THAN 5' FACE TO FACE
FROM ANY M -DWASD FACILITIES.
Design Services
For The Built
Environment
■
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
M
G R E S H A M
S M I T A N D
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. NO.
AAP000034 /CA3806
IB26000797/LC26000381
AME11,9K) `ice t::'% %, is %„ , ;7. .s' '•.,ii,.
WATER LEGEND
LO �
PROPOSED WATER MAN
W
— — — —
EXISTING WATER MAN
—
PROPOSED FIRE HYDRANT W/GATE VALVE
— DQ—
EXISTING FIRE HYDRANT W/GATE VALVE
—�—
PROPOSED GATE VALVE
---�—
EXISTING GATE VALVE
—�-
PROPOSED REDUCER
—{�—
EXISTING REDUCER
PROPOSED WATER SERVICE
— — — —
EXISTING WATER SERVICE
PROPOSED REDUCED PRESSURE
U_
►�
I ✓
I
BACIgLOW PREVENTOR
C:
DOUBLE DETECTOR
�aru�
CHECK VALVE
SEWER LEGEND
PROPOSED SANITARY SEWER MAN
— — — — EXISTNG SANITARY SEVER MAN
40 PROPOSED MANHOLE
Q EXISTNG MANHOLE
PROPOSED SANITARY SERVICE
— — — — EXISTING SANITARY SERVICE
PROPOSED FORCE MAN
— — — — EXISTNG FORCE MAN
�— PROPOSED LIFT STATION
— EXISTING LIFT STATION
011;M ION OF FLOW OF SANITARY SEILER
DADE COUNTY PUBLIC WORKS MANUAL
RESTORATION PER STANDARD DETAIL R21J
NOTE:
FOR CONNECTIONS OF VCP, THE CONTRACTOR WILL HAVE TO TELEVISE
THE VCP PIPE BEFORE AND AFTER INSTALLATION
WATER SERVICE AND SEWER LATERAL SHALL HAVE MINIMUM SEPARATION
PER M -DWASD G.S. L5
PROPOSED TREES SHALL NOT BE PLANTED CLOSER THAN 5' FACE TO FACE
FROM ANY M -DWASD FACILITIES.
Design Services
For The Built
Environment
■
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
M
G R E S H A M
S M I T A N D
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. NO.
AAP000034 /CA3806
IB26000797/LC26000381
AME11,9K) `ice t::'% %, is %„ , ;7. .s' '•.,ii,.
REVISION
No. - Date - Revision
1 12 -28 -12
COMMENTS -DWASD
.._S
I
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I
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I
WATER + SEWER PLAN
1
F. E
P f_ T_ 1 0
TF
x
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REVISION
No. - Date - Revision
1 12 -28 -12
COMMENTS -DWASD
.._S
I
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I
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WATER + SEWER PLAN
1
F. E
P f_ T_ 1 0
TF
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REVISION
No. - Date - Revision
1 12 -28 -12
COMMENTS -DWASD
.._S
I
E
I
I
I
WATER + SEWER PLAN
1
F. E
P f_ T_ 1 0
TF
x
LO �
W
o
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Ci
'V
REVISION
No. - Date - Revision
1 12 -28 -12
COMMENTS -DWASD
.._S
I
E
I
I
I
WATER + SEWER PLAN
1
F. E
P f_ T_ 1 0
TF