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SOUTH DIXIE HIGHWAY U.S.1 (S.R NO. 5)
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10' WIDE PAVEMENT OVERLAY (3)
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ST. LT. — — —
INSTALL 12" X 12" TEE — p SIGN
AND 12" GATE VALVE T.S. L _ — — ------- - - - - --
(PHA SE S. - - - - -- - - -- — W
�- EXIST. 9' TC .P SAN. —SEWER R ST. LT. p Z
SIGN � _
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INSTALL 12" X 6" TEE, •%'`` � cc
6" G. V. AND F.H. }'`` J` W.A.S.D. EASEMENT (WIDTH VARIES) c
ASSEMBLY (PHASE l)
` PROP. 12" D.I.P. WATER
(PHASE 1)
}
°��` PROPOSED BLDG. "D"
Ci
WATER MAIN EXTENSION - PHASE 1),
14 19 +00 18 +00 17 +00 16 +00
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19 +00 18 +00 17 +00 16 +00
,.
NOTES ON WATER -SEWER INSTALLATION
1.
A HORIZONTAL DISTANCE OF 10 FT. SHALL BE MAINTAINED BETWEEN WATER AND SEWER
E
MAINS. WHEN THE 10 FEET HORIZONTAL DISTANCE CRITERIA CANNOT BE MET DUE TO AN
EXISTING UNDERGROUND FACILITY, CONFLICT, THE SEWER SHALL BE CONSTRUCTED OF
'
DUCTILE IRON PIPE WITH MECHANICAL JOINTS.
2.
A VERTICAL DISTANCE OF AT LEAST 18 INCHES SHALL BE MAINTAINED BETWEEN ANY WATER
AND SEWER MAINS. THE SEWER SHALL BE A DUCTILE IRON SINGLE 20 FEET LENGTH
CIVIL ENGINEER
CENTERED ON THE CROSSING IF THE MINIMUM VERTICAL DISTANCE IS LESS THAN 18 INCHES
OR THE SEWER IS INSTALLED ABOVE THE WATER MAIN (REGARDLESS OF SEPARATION).
3.
IN HIGHLY CONGESTED AREAS, WHERE EITHER WATER OR SEWER FACILITIES ARE EXISTING
AND THE SEPARATION REQUIREMENTS CANNOT BE MET, SPECIAL CONSIDERATION MAY BE
GIVEN SUBJECT TO A COMPLETE EVALUATION OF EXISTING AN PROPOSED CONDITIONS.
4.
THE MAXIMUM ALLOWABLE EXFILTRATION RATE OF GRAVITY SANITARY SEWERS
ANC
CONSTRUCTED IN A PUBLIC WELLFlELD PROTECTION AREA SHALL BE FIFTY (50) GALLONS PER
INCH PIPE DIAMETER PER MILE PER DAY FOR RESIDENTIAL LAND USE AND TWENTY (20)
GALLONS PER INCH PIPE DIAMETER PER MILE PER DAY FOR NON- RESIDENTIAL LAND USE.
5.
FORCE MAIN SEWERS CONSTRUCTED IN A PUBLIC WELLFlELD PROTECTION AREA SHALL BE
EITHER DUCTILE IRON OR REINFORCED CONCRETE PRESSURE SEWER PIPE. THE DUCTILE IRON
PIPE EXALTRATION RATE SHALL NOT BE GREATER THAN THE ALLOWABLE LEAKAGE RATE
r�. -�a.
SPECIFIED IN AMERICAN WATER WORKS ASSOCIATION STANDARD (AWWAS) C600 -82 AT A
TEST PRESSURE OF 100 POUNDS PER SQUARE INCH.
THE REINFORCED CONCRETE PRESSURE SANITARY SEWER FORCE MAIN EXFILTRATION RATE
SHALL NOT BE GREATER THAN ONE -HALF ( ?) THE ALLOWABLE LEAKAGE RATE SPECIFIED IN
AWWA C600 -82 AT A TEST PRESSURE OF 100 POUNDS PER SQUARE INCH.
6.
THE CONTRACTOR SHALL VERIFY NATURE, DEPTH, CHARACTER OF EXISTING UNDERGROUND
UTILITIES PRIOR TO START OF CONSTRUCTION.
7.
ALL OTHER PUBLIC OR PRIVATE UTILITY FACILITIES SHALL BE CONSTRUCTED AT LEAST 3 FEET
FROM ANY WATER AND SEWER MAIN AS MEASURED FROM THE OUTSIDE BELL OF THE WATER
AND SEWER PIPE TO THE OUTSIDE OF THE UTILITY PIPE.
8.
WHEN THE 3 FEET SEPARATION BETWEEN PROPOSED AND EXISTING LINE IS NOT POSSIBLE,
8 -7 -96
THE CONTRACTOR SHALL HAND DIG OR EXPOSE THE WATER AND SEWER PIPES BEFORE
PROCEEDING WITH POWER EQUIPMENT EXCAVATION.
9.
IN NO CASE SHALL A CONTRACTOR INSTALL UTILITY PIPES, CONDUITS, CABLES, ETC., IN THE
_ CV
SAME TRENCH PARALLEL TO AND ABOVE EXISTING WATER AND SEWER PIPES EXCEPT WHERE
THEY CROSS. ANY DEVIATION FROM NOTES 6 7 AND SHALL BE APPROVED IN WRITING Y
8 B
THE RESPONSIBLE WATER AND SEWER UTILITY.
10.
A NON - RESETTABLE ELAPSE TIME METER SHALL BE INSTALLED AT EACH PUMP TO RECORD
E ORD
THE TOTAL OPERATING HOURS OF THE STATION.
REVISION DATE
_
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_Q
CADD FILE NAME
C8 -04
-
DRAWING TITLE
WATER.
SHEET NUMBER
A
C-8-44-
III
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MEN .'1t���
19 +00 18 +00 17 +00 16 +00
,.
STANDARD REQUIREMENTS FOR WATER CONSTRUCTION
1.— All material and labor under this Project shall be in strict
accordance with the requirements of the Miami —Dade Water and
Sewer Authority Department and shall conform to the standards
and specifications available and on file with the Department.
2.— Cover over water mains shall be 4' — 0 ".
3.— All water main line valves shall be installed complete with
10" riser pipes and No. 3 valve boxes. Fire Hydrants and
service valves shall be installed complete with 6" risers
pipes and No. 2 valve boxes.
4.— All water meters will be installed by the Miami —Dade Water
and Sewer Authority Department providing the appropriate
charges have been pre —paid.
5.— Fire hydrants requirements ( number and location ) shall be
as required by Dade County Fire Department or the appropriate
Fire Agency with installations in accordance with Authority
Department standards.
6.— Contractor MUST call MDWASAD Inspection Division to arrange
for a permit and a pre— construction meeting 48 hours prior to
proposed start of construction.
7.— Department personnel will inspect all facilities approved by .
this Department. All other requirements of the permitting
agency shall be in accordance with their standards and
requirements.
8.— Work performed under this Project will not be considered as
complete until final acceptance of the system by the
Department and until the following documents are received and
approved by the Department.
1.— Easements, if required.
2.— Contractor's Waiver and Release of Lien.
3.— Absolute Bill of Sale.
4a.— Contractor's Letter of Warranty (i.e., Letter Agreement)
b.— Developer's Contract Bond (i.e. Contract Agreement)
5.— "As— Built" 4 mil Mylar 24" x 36" showing specific
locations, depths, etc., of all water facilities as
located by a licensed surveyor, along with two (2)
prints of the "as— built" which has been signed and
sealed by a Registered Surveyor or Engineer of Record,
and endorsed by the Contractor.
9.— All new connections from existing Department mains to be made
by Department forces ONLY. The Contractor to excavate at
required locations , provide and install material with
fittings, prior to tap.
10.— An approved paving and drainage plan must be submitted to
MDWASAD for all new subdivisions prior to approval of water
and sewer permit plans, upon request.
KEY PLAN
D
A
B c
eA
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
L
K
NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 46207
(317) 636 -1600
HE
MRA
COMPANY
iui Lincoln Road Man
Suite 510
Miemf BmcL, FL 33139
01532-0433
J
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NOTES ON WATER -SEWER INSTALLATION
1.
A HORIZONTAL DISTANCE OF 10 FT. SHALL BE MAINTAINED BETWEEN WATER AND SEWER
E
MAINS. WHEN THE 10 FEET HORIZONTAL DISTANCE CRITERIA CANNOT BE MET DUE TO AN
EXISTING UNDERGROUND FACILITY, CONFLICT, THE SEWER SHALL BE CONSTRUCTED OF
'
DUCTILE IRON PIPE WITH MECHANICAL JOINTS.
2.
A VERTICAL DISTANCE OF AT LEAST 18 INCHES SHALL BE MAINTAINED BETWEEN ANY WATER
AND SEWER MAINS. THE SEWER SHALL BE A DUCTILE IRON SINGLE 20 FEET LENGTH
CIVIL ENGINEER
CENTERED ON THE CROSSING IF THE MINIMUM VERTICAL DISTANCE IS LESS THAN 18 INCHES
OR THE SEWER IS INSTALLED ABOVE THE WATER MAIN (REGARDLESS OF SEPARATION).
3.
IN HIGHLY CONGESTED AREAS, WHERE EITHER WATER OR SEWER FACILITIES ARE EXISTING
AND THE SEPARATION REQUIREMENTS CANNOT BE MET, SPECIAL CONSIDERATION MAY BE
GIVEN SUBJECT TO A COMPLETE EVALUATION OF EXISTING AN PROPOSED CONDITIONS.
4.
THE MAXIMUM ALLOWABLE EXFILTRATION RATE OF GRAVITY SANITARY SEWERS
ANC
CONSTRUCTED IN A PUBLIC WELLFlELD PROTECTION AREA SHALL BE FIFTY (50) GALLONS PER
INCH PIPE DIAMETER PER MILE PER DAY FOR RESIDENTIAL LAND USE AND TWENTY (20)
GALLONS PER INCH PIPE DIAMETER PER MILE PER DAY FOR NON- RESIDENTIAL LAND USE.
5.
FORCE MAIN SEWERS CONSTRUCTED IN A PUBLIC WELLFlELD PROTECTION AREA SHALL BE
EITHER DUCTILE IRON OR REINFORCED CONCRETE PRESSURE SEWER PIPE. THE DUCTILE IRON
PIPE EXALTRATION RATE SHALL NOT BE GREATER THAN THE ALLOWABLE LEAKAGE RATE
r�. -�a.
SPECIFIED IN AMERICAN WATER WORKS ASSOCIATION STANDARD (AWWAS) C600 -82 AT A
TEST PRESSURE OF 100 POUNDS PER SQUARE INCH.
THE REINFORCED CONCRETE PRESSURE SANITARY SEWER FORCE MAIN EXFILTRATION RATE
SHALL NOT BE GREATER THAN ONE -HALF ( ?) THE ALLOWABLE LEAKAGE RATE SPECIFIED IN
AWWA C600 -82 AT A TEST PRESSURE OF 100 POUNDS PER SQUARE INCH.
6.
THE CONTRACTOR SHALL VERIFY NATURE, DEPTH, CHARACTER OF EXISTING UNDERGROUND
UTILITIES PRIOR TO START OF CONSTRUCTION.
7.
ALL OTHER PUBLIC OR PRIVATE UTILITY FACILITIES SHALL BE CONSTRUCTED AT LEAST 3 FEET
FROM ANY WATER AND SEWER MAIN AS MEASURED FROM THE OUTSIDE BELL OF THE WATER
AND SEWER PIPE TO THE OUTSIDE OF THE UTILITY PIPE.
8.
WHEN THE 3 FEET SEPARATION BETWEEN PROPOSED AND EXISTING LINE IS NOT POSSIBLE,
8 -7 -96
THE CONTRACTOR SHALL HAND DIG OR EXPOSE THE WATER AND SEWER PIPES BEFORE
PROCEEDING WITH POWER EQUIPMENT EXCAVATION.
9.
IN NO CASE SHALL A CONTRACTOR INSTALL UTILITY PIPES, CONDUITS, CABLES, ETC., IN THE
_ CV
SAME TRENCH PARALLEL TO AND ABOVE EXISTING WATER AND SEWER PIPES EXCEPT WHERE
THEY CROSS. ANY DEVIATION FROM NOTES 6 7 AND SHALL BE APPROVED IN WRITING Y
8 B
THE RESPONSIBLE WATER AND SEWER UTILITY.
10.
A NON - RESETTABLE ELAPSE TIME METER SHALL BE INSTALLED AT EACH PUMP TO RECORD
E ORD
THE TOTAL OPERATING HOURS OF THE STATION.
STANDARD REQUIREMENTS FOR WATER CONSTRUCTION
1.— All material and labor under this Project shall be in strict
accordance with the requirements of the Miami —Dade Water and
Sewer Authority Department and shall conform to the standards
and specifications available and on file with the Department.
2.— Cover over water mains shall be 4' — 0 ".
3.— All water main line valves shall be installed complete with
10" riser pipes and No. 3 valve boxes. Fire Hydrants and
service valves shall be installed complete with 6" risers
pipes and No. 2 valve boxes.
4.— All water meters will be installed by the Miami —Dade Water
and Sewer Authority Department providing the appropriate
charges have been pre —paid.
5.— Fire hydrants requirements ( number and location ) shall be
as required by Dade County Fire Department or the appropriate
Fire Agency with installations in accordance with Authority
Department standards.
6.— Contractor MUST call MDWASAD Inspection Division to arrange
for a permit and a pre— construction meeting 48 hours prior to
proposed start of construction.
7.— Department personnel will inspect all facilities approved by .
this Department. All other requirements of the permitting
agency shall be in accordance with their standards and
requirements.
8.— Work performed under this Project will not be considered as
complete until final acceptance of the system by the
Department and until the following documents are received and
approved by the Department.
1.— Easements, if required.
2.— Contractor's Waiver and Release of Lien.
3.— Absolute Bill of Sale.
4a.— Contractor's Letter of Warranty (i.e., Letter Agreement)
b.— Developer's Contract Bond (i.e. Contract Agreement)
5.— "As— Built" 4 mil Mylar 24" x 36" showing specific
locations, depths, etc., of all water facilities as
located by a licensed surveyor, along with two (2)
prints of the "as— built" which has been signed and
sealed by a Registered Surveyor or Engineer of Record,
and endorsed by the Contractor.
9.— All new connections from existing Department mains to be made
by Department forces ONLY. The Contractor to excavate at
required locations , provide and install material with
fittings, prior to tap.
10.— An approved paving and drainage plan must be submitted to
MDWASAD for all new subdivisions prior to approval of water
and sewer permit plans, upon request.
KEY PLAN
D
A
B c
eA
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
L
K
NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 46207
(317) 636 -1600
HE
MRA
COMPANY
iui Lincoln Road Man
Suite 510
Miemf BmcL, FL 33139
01532-0433
J
_A
C C
CCCCC C C
C CC C
C C n— C
CC
CC c
`
I <
C' c � c C
C C
C CC
C
<< C
�CCCCC
� CccC
c
CCC
C
C
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C C C c c
C C
I;tiCCCC
CCCCCC CCC C
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CCCC C C C C C
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F73 �1 \1'a
25 OF 39
MIAMI, r LUKIUA Oa l 4a
E
(305) 666 -5474
A.A.C. 000404
OLIVERIO SANCHEZY.E.
CIVIL ENGINEER
FLREG, µs44771
ANC
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[SSIJ E- V_4TE
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8 -7 -96
_
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BID SET
REVISION DATE
_
-o
-z
- I-
. U
Ld
0
_Q
CADD FILE NAME
C8 -04
-
DRAWING TITLE
WATER.
SHEET NUMBER
A
C-8-44-
25 OF 39