13-96-027SEWER LEGEND
PROPOSED SANITARY SELLER MAN
— — — — EXISTNG SANITARY SEWER MAN
0 PROPOSED MANHOLE
Q EXISTNG MANHOLE
PROPOSED SANITARY SERVICE
— — — — EXISTING SANITARY SERVICE
PROPOSED FORCE MAN
— — — — EXISTNG FORCE MAN
-So- PROPOSED LIFT STATION
-00- EXISTNG LIFT STATION
DIRECTION OF FLOW OF SANITARY SEVER
DADE COWTY PUBLIC WORKS MANUAL
RESTORATION PER STANDARD DETAIL R21.I
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. 15
PROPOSED TREES SHALL NOT BE PLANTED CLOSER THAN 5' FACE TO FACE
FROM ANY M -DWASD FACILITIES.
MATCH LINE SHEET C -5
EXIST. VALLEY GU
25'
.............1o' 5' 10'
EXIST. 6' SAK LAT. SERVICE
PER M -DWASD AS -BUILT
ES- 52% -19
PROP. 12' x 4' TEE
PROP. 4' GATE VALVE
AND 35 LF - 4' DIP FIRE LINE
STA 2+03 (S),10' (W)
PROP. 1-1/2'X2' CORPORATION
PER WS 2.16
STA 2471.71(5), 10'(W)
RW...................
EXIST. 2' WATER MAN
PER M -DWASD
AS -BUILT EU -1524
(TO BE CUT AND ABANDONED IN PLACE)
BY M -DWASD FORCES AT OWNER'S EXPENS_
PROP. 12'X6' TEE
PROP. 6' GV
AND 33 LF 6' DJP PIPE TO;
PROP. F.14 AS PER WS 450
STA 2460(6), 10'(W)
STA 21-12(6), .... ............................... .............:......1::::::::::
+
PROP. GV TEE _XIS -.. VALLEY CsU7?)= 1,____..
PROP II ..- PROP. 4' X 4' TAPPING SLEEVE
PROP: 12' PLUG W/ AND 4' TAPPING VALVE €
2' FLUSHNG VALVE PER WASD GS LBE�IND `• ;
PER WASD WS lbl
STA 2.78(6), 5'(W)
PROP. CUT t PLUG TO BE DONE `fl
BY M -DWASD FORCES -�'� EXIST. SAN. MH EXIST. 4' WATER VALVE
At OWNER'S EXPENSE RIM EL 12378 PER M -DWASD AS -BUILT ES -152,
NV. EL ( -) 251(E)
NV. ( -) 2.16 (S)
NV. 8379 (N)
PER M -DWASD AS -BUILT ES- 52% -19
1
1
EXIST. 6' Flt
PER M -DWASD AS -BUILT EU- 1524 -1
WATER + SEWER PLAN
O 2 4 6 8 10 20 M
SCALE 1N FEET 1" = lot-0,
S.W. 701h STREET
S.W. 71st STREET
LEGAL DESCRIPTION:
Lots I, 2,14 and 15, Block 3, R05611100D,
according to the Plat thereof
as recorded in Plat Book 13, Page 62,
of the Public Records of Miami -Dade County, Florida.
EXIST. BLOCK WALL
(TO BE REMOVED)
NOTE:
FOR ALL PROJECTS WHERE REMOVAL OF UTILITY LINES IS PROPOSED.
ALL UTILITIES BEING REMOVED AND /OR RELOCATED MUST REMAIN ACTIVE AND N SERVICE
UNTIL SUCH TIME WHEN NEW F;EPLACNC% UTILITIES HAVE BEEN INSTALLED, N SERVICE,
ACCEPTED BY THE DEPARTMENT AND ALL RELATED SERVICES FROM THE EXISTNG MANS
HAVE BEEN TRANSFERRED TO THE NEW ONES, BY M -DWASD FORCES AT OWNER'S EXPENSE
AS APPLICABLE.
L IF EXISTING LATERAL DIAMETER IS LESS THAN 6- INCHES
OR VC/iC PIPE, CONTRACTOR TO REPLACE 6' DIP OR
PVC (DEPENDING ON COVER).
2. ALL DIP PIPES AND FITTINGS TO BE POLYETHYLENE
ENCASEMENT PER M -DWASD DETAIL A -9.0.
3. EXISTNG WATER SERVICE LINES TO BE CUT AND CAPPED
AT THE MAN AND ABANDONED IN PLACE AND METERS)
TO BE REMOVED BY M -DWASD FORCES AT OWNER'S EXPENSE.
4. ALL EXISTNG FIRE HYDRANTS SHALL BE RECONNETED TO THE
PROPOSED WATER MAN. FIELD OPERATIONS SECTION WILL
COORDINATE N THE FILED WITH WATER DISTRIBUTION DIVISION TO
DETERMINE IF AN EXISTING FIRE HYDRANT SHALL BE REPLACED
AS NEEDED OR REQUIRED.
M -DWASD AGREEMENT ID 21354
WATER LEGEND
VA
PROPOSED WATER MAN
— — — —
EXISTING WATER MAN
PROPOSED FIRE HYDRANT W/GATE VALVE
�Q-
EXISTING FIRE HYDRANT W/GATE VALVE
—�--
PROPOSED GATE VALVE
—�
EXISTNG GATE VALVE
�—
PROPOSED REDUCER
--�-
EXISTNG REDUCER
m
PROPOSED WATER SERVICE
— — — —
EXISTNG WATER SERVICE
'�
Q
PROPOSED REDUCED PRESSURE
F
►�
I ►�
I
BACIgLOW PREVENTOR
DOUBLE DETECTOR
CHECK VALVE
SEWER LEGEND
PROPOSED SANITARY SELLER MAN
— — — — EXISTNG SANITARY SEWER MAN
0 PROPOSED MANHOLE
Q EXISTNG MANHOLE
PROPOSED SANITARY SERVICE
— — — — EXISTING SANITARY SERVICE
PROPOSED FORCE MAN
— — — — EXISTNG FORCE MAN
-So- PROPOSED LIFT STATION
-00- EXISTNG LIFT STATION
DIRECTION OF FLOW OF SANITARY SEVER
DADE COWTY PUBLIC WORKS MANUAL
RESTORATION PER STANDARD DETAIL R21.I
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. 15
PROPOSED TREES SHALL NOT BE PLANTED CLOSER THAN 5' FACE TO FACE
FROM ANY M -DWASD FACILITIES.
MATCH LINE SHEET C -5
EXIST. VALLEY GU
25'
.............1o' 5' 10'
EXIST. 6' SAK LAT. SERVICE
PER M -DWASD AS -BUILT
ES- 52% -19
PROP. 12' x 4' TEE
PROP. 4' GATE VALVE
AND 35 LF - 4' DIP FIRE LINE
STA 2+03 (S),10' (W)
PROP. 1-1/2'X2' CORPORATION
PER WS 2.16
STA 2471.71(5), 10'(W)
RW...................
EXIST. 2' WATER MAN
PER M -DWASD
AS -BUILT EU -1524
(TO BE CUT AND ABANDONED IN PLACE)
BY M -DWASD FORCES AT OWNER'S EXPENS_
PROP. 12'X6' TEE
PROP. 6' GV
AND 33 LF 6' DJP PIPE TO;
PROP. F.14 AS PER WS 450
STA 2460(6), 10'(W)
STA 21-12(6), .... ............................... .............:......1::::::::::
+
PROP. GV TEE _XIS -.. VALLEY CsU7?)= 1,____..
PROP II ..- PROP. 4' X 4' TAPPING SLEEVE
PROP: 12' PLUG W/ AND 4' TAPPING VALVE €
2' FLUSHNG VALVE PER WASD GS LBE�IND `• ;
PER WASD WS lbl
STA 2.78(6), 5'(W)
PROP. CUT t PLUG TO BE DONE `fl
BY M -DWASD FORCES -�'� EXIST. SAN. MH EXIST. 4' WATER VALVE
At OWNER'S EXPENSE RIM EL 12378 PER M -DWASD AS -BUILT ES -152,
NV. EL ( -) 251(E)
NV. ( -) 2.16 (S)
NV. 8379 (N)
PER M -DWASD AS -BUILT ES- 52% -19
1
1
EXIST. 6' Flt
PER M -DWASD AS -BUILT EU- 1524 -1
WATER + SEWER PLAN
O 2 4 6 8 10 20 M
SCALE 1N FEET 1" = lot-0,
S.W. 701h STREET
S.W. 71st STREET
LEGAL DESCRIPTION:
Lots I, 2,14 and 15, Block 3, R05611100D,
according to the Plat thereof
as recorded in Plat Book 13, Page 62,
of the Public Records of Miami -Dade County, Florida.
EXIST. BLOCK WALL
(TO BE REMOVED)
NOTE:
FOR ALL PROJECTS WHERE REMOVAL OF UTILITY LINES IS PROPOSED.
ALL UTILITIES BEING REMOVED AND /OR RELOCATED MUST REMAIN ACTIVE AND N SERVICE
UNTIL SUCH TIME WHEN NEW F;EPLACNC% UTILITIES HAVE BEEN INSTALLED, N SERVICE,
ACCEPTED BY THE DEPARTMENT AND ALL RELATED SERVICES FROM THE EXISTNG MANS
HAVE BEEN TRANSFERRED TO THE NEW ONES, BY M -DWASD FORCES AT OWNER'S EXPENSE
AS APPLICABLE.
L IF EXISTING LATERAL DIAMETER IS LESS THAN 6- INCHES
OR VC/iC PIPE, CONTRACTOR TO REPLACE 6' DIP OR
PVC (DEPENDING ON COVER).
2. ALL DIP PIPES AND FITTINGS TO BE POLYETHYLENE
ENCASEMENT PER M -DWASD DETAIL A -9.0.
3. EXISTNG WATER SERVICE LINES TO BE CUT AND CAPPED
AT THE MAN AND ABANDONED IN PLACE AND METERS)
TO BE REMOVED BY M -DWASD FORCES AT OWNER'S EXPENSE.
4. ALL EXISTNG FIRE HYDRANTS SHALL BE RECONNETED TO THE
PROPOSED WATER MAN. FIELD OPERATIONS SECTION WILL
COORDINATE N THE FILED WITH WATER DISTRIBUTION DIVISION TO
DETERMINE IF AN EXISTING FIRE HYDRANT SHALL BE REPLACED
AS NEEDED OR REQUIRED.
M -DWASD AGREEMENT ID 21354
NOTE:
ALL EXISTING AND PROPOSED WATER AND FORCE MAINS AND FITTINGS
TO 5E RESTRAINED PER C.S. 2.O
EXIST. BLOCK WALL
..............................................................
EXIST. 6'
SIDEWALK ......... ........ .......................
EXIS11' WATER METER
PER .1 -DWASD AS -BUILT ES- 1524 -1
TO B� REMOVED AND CAPPED AT MAIN
PER M -DWASD FORCES AT OWNER'S
I
a �
Design Services
i
For The Built
i
Environment
i
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
G R E S H A M
S M I T H 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
VA
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NOTE:
ALL EXISTING AND PROPOSED WATER AND FORCE MAINS AND FITTINGS
TO 5E RESTRAINED PER C.S. 2.O
EXIST. BLOCK WALL
..............................................................
EXIST. 6'
SIDEWALK ......... ........ .......................
EXIS11' WATER METER
PER .1 -DWASD AS -BUILT ES- 1524 -1
TO B� REMOVED AND CAPPED AT MAIN
PER M -DWASD FORCES AT OWNER'S
I
a �
Design Services
i
For The Built
i
Environment
i
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
G R E S H A M
S M I T H 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
`0 �
� w 0'
"i Y a
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REVISION
No. - Date - Revision
I 12_28 -12 I REV. R -D D
_ .............. •- ............. COMMENTS .........................
2 02/0V2013 Addendw N
1
3 1 03 -04 -13 REV. PER FIRE COMM.
.................. ;............................. I ................ ...............................
.... .. ......... .�.. _...........�.......... jj� ........... �...................._.........
� I
WATER + SEWER PLAN
FI E I:L
F T =i ( i
L = 1 -- 14 1
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REVISION
No. - Date - Revision
I 12_28 -12 I REV. R -D D
_ .............. •- ............. COMMENTS .........................
2 02/0V2013 Addendw N
1
3 1 03 -04 -13 REV. PER FIRE COMM.
.................. ;............................. I ................ ...............................
.... .. ......... .�.. _...........�.......... jj� ........... �...................._.........
� I
WATER + SEWER PLAN
FI E I:L
F T =i ( i
L = 1 -- 14 1