00-0332-045 Existing 12 X8"
Reducer 12"- 5' Stub ' c''a n E
W-
U N
And Plug I N M +�
I Remove Exist. 12" Plu & U
- - - Existing and Tapping Connect to Existing 12�' DIP W.M.
Sleeve and Valve Existing Edge of Pave Want _ n
- - -- - - - -
12"x2"- 90' TEE I Q O
O Q v N
_ - - -- - ---- a
I I Existing 12" DIP L �
I - - - - 132 L.F. f 12" DIP W.M.
W.M. N o
311. w
- - --
-- - ---
r - T SW 70th Street -�- I N 12" Gate Valve o °Q> ' ' ran Z N 0
- - - Existing 8' DIP ° c M E Ln 0
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- - -- - -
- - -
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1 5
�n 2" Tapping Sleeve & +I
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Valve per GS1.8
Existing 2" C.I.P. Water Main uj I
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- - _ -- _ _ _ _ - - _ _ _ _ _
- --
° c •0 43' Centerline of SW 70th Street _ 16' 11�j
-- - - - -
- SW 70th Street
a-SW 71st Street �
-_ N
� cD o Existing 8" VC Pipe Exist. San. Manhole a
- - _
> San. Sewer
LO to Q �-- -
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Existing 2' Conc. Curb & Gutter I
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C I C
w ¢ Existing Edge of Pavement Existing 6' Conc.
_ - - - - - -- - - - - - --- -- -
� I (� -- -- - - -- - - - Sidewalk
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- - Sunset (SW 72nd Street) Drive- - -
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v I U� - - - - - - - - ---_ - - - -- - - - - - - - - - - - - - - - - - - _
Trench
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Vicint drain Plan �
I Water valve/ --- - _ - -- - -�"
Scale 1" = 200'-0" -_- -- - �
meter location
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- - - - - AP I R60 BY
M,D.W.A.S.D. STANDARD REQUIREMENTS WATER & SEWER CONSTRUCTION (WASD GS-0,5) I - NIMI-DADE C Iff f IRE MPARTWOT
1. ALL MATERIALS AND LABOR UNDER THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF
THE MIAMI-DADE WATER AND SEWER DEPARTMENT AND SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS � I INNE - -- _..__....._
ViA1 Et2 YA]!N FX1 t� 2"0'4
AVAILABLE AND ON FILE WITH THE DEPARTMENT. SUBMIT SHOP DRAWINGS FOR ALL MATERIALS. 4+01-01. 1
- i DAT / BY 5 __-
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2, COVER OVER WATER OR SEWER FORCE MAINS SHALL BE 4'-0". I -
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3. ALL MAIN LINE VALVES SHALL BE INSTALLED COMPLETE WITH 10" RISER PIPES AND N0, 3 OR 53 VALVE BOXES.
- - -
FIRE HYDRANTS AND SERVICE VALVES SHALL BE INSTALLED COMPLETE WITH 6" RISER PIPES AND N0. 2 VALVE BOXES, - - ----
4. ALL FORCE MAIN SERVICE CONNECTIONS INTO PRESSURE TRANSMISSION MAINS SHALL HAVE A SHUT OFF VALVE AND I - -
I
-- -- -
- CHECK VALVE AT THE POINT OF ENTRY. - - - --
5. ALL GRAVITY SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DEPARTMENT STANDARDS, -F" Ub Up
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6. ALL WATER METERS WILL BE INSTALLED BY THE MIAMI-DADE WATER AND SEWER DEPARTMENT PROVIDING THE I I >
APPROPRIATE CHARGES HAVE BEEN PREPAID.
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I -
- 7. FIRE HYDRANT REQUIREMENTS (NUMBER AND LOCATION) SHALL BE AS REQUIRED BY DADE COUNTY FIRE DEPARTMENT I
OR THE APPROPRIATE FIRE AGENCY WITH INSTALLATION IN ACCORDANCE WITH DEPARTMENT STANDARDS.
I I
�
_ 8. CONTRACTOR MUST CALL MD-WASD INSPECTION DIVISION TO ARRANGE FOR APRE-CONSTRUCTION MEETING 48 � >� I
HOURS PRIOR TO PROPOSED START OF CONSTRUCTION. CONTACT ONE CALL CENTER 48 HOURS PRIOR TO EXCAVATION, o
_ I I U L
9. DEPARTMENT PERSONNEL WILL INSPECT ALL FACILITIES APPROVED BY THIS DEPARTMENT. ALL OTHER REQUIREMENTS C-0 OF THE PERMITTING AGENCY SHALL BE IN ACCORDANCE WITH THEIR STANDARDS AND REQUIREMENTS. o° I I I O
10. WORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED AS COMPLETE UNTIL FINAL ACCEPTANCE OF I
- - i (� o
THE SYSTEM BY THE DEPARTMENT AND UNTIL THE FOLLOWING DOCUMENTS ARE RECEIVED AND APPROVED BY THE I I -�,"/ _
DEPARTMENT. I I .(n --,r,- r /
• -
1. EASEMENTS, IF REQUIRED
�
2. CONTRACTOR'S WAIVER AND RELEASE OF LIEN I �
3. ABSOLUTE BILL OF SALE oe O I I a-�
I I X LL
4 a. CONTRACTOR'S LETTER OF WARRANTY (I.E. LETTER AGREEMENT) I r
b. DEVELOPER'S CONTRACT BOND (I.E. , CONTRACT AGREEMENT) I w V(n 1
5. "AS-BUILT" 4 MIL MYLAR 24"X36" SHOWING SPECIFIC LOCATIONS, DEPTHS, ETC, OF ALL WATER FACILITIES AS o o
LOCATED BY A LICENSED SURVEYOR, ALONG WITH PRINTS OF THE "AS-BUILT" WHICH HAVE BEEN SIGNED AND I C Q� O _
SEALED BY A REGISTERED SURVEYOR OR ENGINEER OF RECORD, AND ENDORSED BY THE CONTRACTOR. I
(NUMBERS OF PRINTS: 3 FOR WATER, 4 FOR SEWER, AND 5 FOR FORCE MAIN OR PUMP STATION PROJECTS), I N > r� I
Train g I `0 U
6. HRS LETTER OF RELEASE REQUIRED FOR ALL WATER PROJECTS. drain I �-J -
I I T . -
11. ALL NEW CONNECTIONS FROM EXISTING DEPARTMENT MAINS TO BE MADE BY DEPARTMENT FORCES ONLY. THE I I C +J
CONTRACTOR TO EXCAVATE AT REQUIRED LOCATIONS, PROVIDE AND INSTALL MATERIAL WITH FITTINGS, PRIOR TO TAP. I °
-_ C
12. AN APPROVED PAVING AND DRAINAGE PLAN MUST BE SUBMITTED TO MD-WASD FOR ALL NEW SUBDIVISIONS PRIOR - LI I E
TO APPROVAL OF WATER AND SEWER PERMIT PLANS, UPON REQUEST. I I
13. UNLESS OTHERWISE SPECIFIED, ALL TAPS 20 INCHES AND SMALLER FOR CONNECTIONS TO EXISTING MAINS WITH A CALL 48 HOURS BEFORE YOU DIG IN FLORIDA I I 4_j-�Q j
TAPPING SLEEVE AND TAPPING VALVE WILL BE PERFORMED BY DEPARTMENT FORCES. UNDER NO CIRCUMSTANCES WILL Existing Water O O
Meter I n
THE CONTRACTOR BE PERMITTED TO TAP EXISTING MAINS IN THE SIZE RANGE SPECIFIED ABOVE. I x O
ol 5- - - - -=- -� W O V)
_ I I
WATER & SEWER INSTALLATION NOTES: (NOT A PART OF MD-WASD APPROVAL) IT'S THE LAW ! = Exist. 6" San.
I� I �
1. A HORIZONTAL DISTANCE OF 10 FT. SHALL BE MAINTAINED BETWEEN WATER & SEWER MAINS. WHEN THE 10 FEET SUNSHINE STATE ONE CALL OF FLORIDA,1-800-432-4770 Sewer Lateral-\
HORIZONTAL DISTANCE CRITERIA CANNOT BE MET DUE TO AN EXISTING UNDERGROUND FACILITY CONFLICT, THE SEWER ooa
SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH MECHANICAL JOINTS. r, o+O'-O"
2. A VERTICAL DISTANCE OF AT LEAST 18 INCHES SHALL BE MAINTAINED BETWEEN ANY WATER AND SEWER MAINS. - - - -- -- C a�
THE SEWER SHALL BE A DUCTILE IRON SINGLE 20 FEET LENGTH CENTERED ON THE CROSSING IF THE MINIMUM , o
N C
I L DISTANCE IS LESS THAN 18 INCHES OR THE SEWER IS INSTALLED ABOVE THE WATER MAIN (REGARDLESS OF
SEPARATION). 109'-4"10'-0"
W > U1
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 N
134'-4" safe Plan_
EXISTING AND PROPOSED CONDITIONS. = 10'-0"
4. THE MAXIMUM ALLOWABLE EXFILTRATION RATE OF GRAVITY SANITARY SEWERS CONSTRUCTED IN A PUBLIC WELLFIELD Scale 1"
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 WELLFIELD PROTECTION AREA SHALL BE EITHER DUCTILE IRON OR Remove Existing 12" Plug
& Connect to 2" TAPPING SLEEVE &
12" Gate Valve 12"x2"-90' TEE W/5' VALVE PER GS 1.8
REINFORCED CONCRETE PRESSURE SEWER PIPE. THE DUCTILE IRON PIPE EXFILTRATION RATE SHALL NOT BE GREATER THE FOLLOWING ARE REQUIREMENTS PER Existing 12" DIP W.M. �7. 4.2
THAN THE ALLOWABLE LEAKAGE RATE SPECIFIED IN AMERICAN WATER WORKS ASSOCIATION STANDARD (AWWAS) C600-82 _ - STUB (PLUGGED) �0
AT A TEST PRESSURE OF 100 POUNDS PER SQUARE INCH. THE REINFORCED CONCRETE PRESSURE SANITARY SEWER STUB (PLUGGED) 07.1 4.
FORCE MAIN EXFILTRATION RATE SHALL NOT BE GREATER THAN ONE HALF (1/2) THE ALLOWABLE LEAKAGE RATE DEPARTMENT OF HEALTH I 12.0 Existing Grade 12.35
SPECIFIED IN AWWA C600-82 AT A TEST PRESSURE OF 100 POUNDS PER SQUARE INCH. � I I
6. THE CONTRACTOR SHALL VERIFY NATURE, DEPTH, AND CHARACTER OF EXISTING UNDERGROUND UTILITIES PRIOR TO h STORM DRAINAGE LINES ARE TREATED THE SAME AS SANITARY SEWER LINES, EXFILTRATIUN DRAINAGE -
Q 07. 1 4.00
START OF CONSTRUCTION.
I I
7. ALL OTHER PUBLIC OR PRIVATE UTILITY FACILITIES SHALL BE CONSTRUCTED AT LEAST 3 FEET FROM ANY WATER TRENCHES ARE EXEMPTED.
AND SEWER MAIN AS MEASURED FROM THE OUTSIDE BELL OF THE WATER AND SEWER PIPE TO THE OUTSIDE OF THE 2, MINIMUM 10 FEET HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES IS REQUIRED,
UTILITY PIPE. IF UNABLE TO MAINTAIN MINIMUM SEPARATION HORIZONTALLY, EACH PIPE SHALL BE SHELVED WITH 7.91 8.13 8,35 8.44 8.50
WHEN THE 3 FEET SEPARATION BETWEEN PROPOSED AND EXISTING LINE IS NOT POSSIBLE, THE CONTRACTOR SHALL MINIMUM 18 INCHES VERTICAL SEPARATION. _ _ _
7.98 Proj
3, FORCE MAIN MUST HAVE AN 18 INCH VERTICAL SEPARATION FROM WATER LINES, NO EXCEPTIONS, ect
HAND DIG OR EXPOSE THE WATER AND SEWER PIPES BEFORE PROCEEDING WITH POWER EQUIPMENT EXCAVATION. _ 9 9 i 3 a e m
_
9. IN NO CASE SHALL A CONTRACTOR INSTALL UTILITY PIPES, CONDUITS, CABLES, ETC., IN THE SAME TRENCH 9 -O"
PARALLEL TO AND ABOVE EXISTING WATER AND SEWER PIPES EXCEPT WHERE THEY CROSS. ANY DEVIATION FROM 3. SEWER LINES, INCLUDING LATERALS, MUST HAVE 18 INCH VERTICAL CLEARANCE BETWEEN WATER MAINS
NOTES 6, 7 AND 8 SHALL BE APPROVED IN WRITING BY THE RESPONSIBLE WATER AND SEWER UTILITY. AND/OR 6 INCHES MINIMUM CLEARANCE IF SEWER LINE IS D,LP, STORM DRAINAGE LINES ARE EXEMPT AS�eet Added
132' t 12" DIP W.M. 15 LFf 2" DIP WM
10. A NON-RESETTABLE ELAPSE TIME METER SHALL BE INSTALLED AT EACH PUMP TO RECORD THE TOTAL OPERATING IF D,I,P, WATER MAIN SEPARATION OF 6' IS MAINTAINED AND BOTH PIPES HAVE NO JOINTS WITHIN
HOURS OF THE STATION. 10 FEET OF EACH OTHER.
SW 70th St
11.11. PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH DADE COUNTY PUBLIC WORKS MANUAL STANDARD DETAIL Profile Scale H: 1" = 10'-0" C1n04
No. 821.1. Scale V: 1" = 4'-0"
MARK DATE REVISIONS - &,ram
1 29 1 G PONCE DE LEON BOULEVARD SEAL DRAWN BY:
vino 5UITE B CHECKED BY J R A,
Wafer Distribution System CORAL GABLES, FLORIDA 33 134 APPROVED BY: J R a
( ) 444-7445 DATE 07,28,2000 a ; �•"• `- ,'
Telephone: 305
& i [11T
117 SCALE : AS SHOWN
Ill^Adlh Fax: (305) 444- 1402
JOB No. : 00114.00
Iq
q 111110 IV Engineer5 ' Planners ' Surveyors ED # 5098 LB # 5098
JORGE R. AVItiO, P.E.#22207; P.L.S.#4996
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