13-749-0151. 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 AVAILABLE
AND ON FILE WITH THE DEPARTMENT. SUBUI SHOP DRAWINGS FOR ALL MATERIALS.
2, COVER OVER WATER OR SEWER FORCE MAINS SHALL BE 4'-0' MIN.
3. ALL MAIN LINE VALVES SHALL BE INSTALLED COMPLETE WITH 10" RISER PIPES AND NO. 3 OR 53 VALVE BOXES FIRE
HYDRANTS AND SERVICE VALVES SHALL BE INSTALLED COMPLETE WITH 6" RISER PIPES AND NO. 2 VALVE BOXES.
4. ALL FORCE MAIN SERVICE CONNECTIONS INTO PRESSURE TRANSMISSION MAINS SHALL FIVE A SHUT OFF VALVE AND
CHECK VALVE AT THE POINT OF ENTRY.
5. ALL GRAVITY SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DEPARTMENT STANDARDS.
6. ALL WATER METERS WILL BE INSTALLED BY THE MIAMI-DADE WATER AND SEWER DEPARTMENT PROVIDING THE APPROPRIATE
CHARGES HAVE BEEN PREPAID.
7. FIRE HYDRANT REQUIREMENTS (NUMBER AND LOCATION) SHALL BE AS REQUIRED BY THE MIAMI-DADE COUNTY FIRE
DEPARTMENT OR THE APPROPRIATE FIRE AGENCY WITH INSTALLATION IN ACCORDANCE WITH DEPARTMENT STANDARDS.
i. CONTRACTOR MUST CALL M-•DWASD INSPECTION DIVISION TO ARRANGE FOR A PRECONSTRUCT10N MEETING 2 FULL
BUSINESS DAYS PRIOR TO PROPOSED START OF CONSTRUCTION. CONTACT ONE CALL CENTT]t 48 HRS PRIOR TO
EXCAVATION.'
9. CONTRACT INSPECTOR WILL INSPECT ANY FACILITIES APPROVED BY THE DEPARTMENT. ALL OTHER REQUIREMENTS OF THE
PERMITTING AGENCY SHALL BE IN ACCORDANCE WITH THEIR STANDARDS AND REQUIREMENTS.
10. 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.
a. EASEMENTS, IF REQUIRED.
b. CONTRACTOR'S WAIVER AND RELEASE OF LIEN.
c. ABSOLUTE BILL OF SALE.
d. L. CONTRACTOR'S LETTER OF WARRANTY (I.E., LETTER AGREEMENT).
Li. DEVELOPER'S CONTRACT BOND (I.E., CONTRACT AGREEMENT).
e. 'AS -BUILT• PRINTS 24706" SHOWING SPECIFIC LOCATIONS, DEPTH, ETC. OF ALL WATER AND SEWER FACILITIES AS
LOCATED BY A LICENSED FLORIDA SURVEYOR, ALONG WITH PRINTS OF "AS -BUILT" WHICH HAVE BEEN SIGNED AND
SEALED BY A REGISTERED SURVEYOR. (No. OF PRINTS: 3 -FOR WATER, 4 -FOR GRAVITY SEWER AND 5 -FOR FORCE MAIN
OR PUMP STATION PROJECTS). THE DEPARTMENT RESERVES THE RIGHT TO REQUIRE SUBMITTAL ON ELECTRONIC MEDIA
IN ACCORDANCE WITH SEC. 01775 "MAGNETIC MEDIA SUBMITTAL'.
f. H.R.S. LETTER OF RELEASE REQUIRED FOR ALL WATER PROJECTS.
g. BILL OF SALE SKETCH (IWx117 FOR WATER AND SEWER, SEPARATELY.
11. 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.
12. AN APPROVED PAVING AND DRAINAGE PLAN MUST BE SUBMITTED TO MDWASD FOR ALL NEW SUBDIVISIONS PRIOR TO
APPROVAL OF WATT! AND SEWER PERMIT PLANS, UPON REQUEST.
13. UNLESS OTHERWISE SPECIFIED, ALL TAPS 20 INCHES AND SMALLER FOR CONNECTIONS TO EXISTING MAINS WILL BE
DONE BY DEPARTMENT FORCES. UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE PERMITTED TO TAP EXISTING MAINS
IN THE SIZE RANGE SPECIFIED ABOVE. THE TAPPING SLEEVE AND TAPPING VALVE ARE FURNISHED AND INSTALLED BY THE
CONTRACTOR UNDER THE SUPERVISION OF THE INSPECTOR.
I T E M CROSS I SPEC.
REF. REF.
§29 -nu APPRO)EDB'Y STANDARD DETAIL
03/01/2010 v.F.c.
GS
MIAMI•STANDARD REQUIREMENTS
DADE 0 •
mm WATER AND SEWER
f-yV" CONSTRUCTION SHEET 1 OF 2
1. AT THE COMPLETION OF ANY WATER AND SEWER JOB, EITHER DONATION OR CONTRACT, THE CONTRACTOR
SHALL SUBMIT:
a. AS -BUILT PRINTS WHICH HAVE BEEN SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL
SURVEYOR AND MAPPER. (QTY. OF PRINTS, AS REQUIRED BY THE DEPARTMENT.)
2. "AS -BUILT" FORMAT:
a. 24"06" PRINTS
b. LOCATION MAP SCALE SHOULD BE 1"=300' AND SECTION -TOWNSHIP -RANGE SHOULD BE SHOWN.
c. THE WORD "AS -BUILT" IN LARGE LETTERS.
d. TITLE BLOCK WITH DEPARTMENT DS, DW OR FR NUMBER AND PERTINENT INFORMATION.
e. PREFERRED SCALE TO BE 1"= 40' HORIZONTALLY AND I"= 4' VERTICALLY*.
f. STREET NOMENCLATURE.
g. SEPARATE AS-BUILTS FOR WATER AND SEWER.
h. SEPARATE WATER AND SEWER PROFILE.
i. STATIONING STARTING WITH 0+00 AT PERMANENT REFERENCE POINT (I.E., ETC.) OR AS SHOWN
ON DESIGN PERMIT PLANS, AND TO RUN CONTINUOUSLY TO END OF MAIN.
j. EASEMENTS, IF ANY, TIED TO PERMANENT REFERENCE POINT.
k. IDENTIFY ALL CONTROL LINES (I.E. BLDG. LINE, PROPERTY LINE, R/W; ETC).
I. ALL "PROPOSED" INFORMATION TO BE REMOVED FROM PRINTS, LEAVING ONLY "AS -BUILT" INFORMATION
REFLECTED IN DRAWINGS,
3. WATER "AS-DUILTS" MUST INCLUDE:
a. PLANS SHOWING PIPE SIZE, MATERIAL AND OFFSET OF MAIN, DEFLECTIONS (IF ANY), STATION OF
SERVICES, HYDRANTS AND FITTINGS AT THE MAINLINE: (IF PERPENDICULAR TO IT), AND AT MAIN AND
END OF SERVICES IF ANY, OTHER ANGLE, AND DEFLECTION OF PIPE, IF ANY.
b. PROFILE SHOWING TOP OF GROUND AND TOP OF PIPE ELEVATIONS AT EVERY 100' STATION AND AT
ANY CHANGE IN GRADE (WITH CORRESPONDING STATION), PIPE SIZE AND PIPE MATERIALS REFERENCED
TO PUN.
4. SEWER "AS-BUILTS" MUST INCLUDE:
a. PLAN SHOWING MANHOLE NUMBER, PIPE SIZE AND PIPE MATERIAL OF PIPE, DEFLECTION, IF ANY
(FORCE MAIN ONLY), AND LOCATION OF LATERALS WITH REFERENCE TO MANHOLE.
b. PROFILE SHOWING MANHOLE NUMBER AS PER PUN), RIM AND INVERT ELEVATIONS (IF MORE THAN
ONE INVERT, LABEL NORTH, SOUTH , ETC), AND STATION STARTING AT EACH 0+00 AT DOWNSTREAM
MANHOLE.
5. FORCE MAIN "AS -BUILT" SAME AS WATER MAIN ABOVE.
6, EACH AS-DUILT SHALL SHOW THE FLORIDA STATE PLANE COORDINATES (CURRENT READJUSTMENT) OF ALL
THE MANHOLES AND VALVES AND OF AT LEAST TWO HORIZONTAL CONTROL POINTS PROPERLY IDENTIFIED
AND LOCATED WITHIN THE PROJECT.
* OTHER SCALE MAY BE PERMITTED, LUT MUST BE APPROVED MY THE DEP
OF DRAWINGS.
ITEM CROSS SPEC.
REF. REF.
ISSUE DATE APPROVED BY S T A N D A R D D E T A I L GS
03/11/2009 V.F.C.
MI®DADS 0.5
"AS -BUILT" REQUIREMENTS
v,a-,-rvor SHEET 2 OF 2
WATER 1t SEWER DEPARTMENT
-4
Ln
Ln
STA 2+86.8
lz--
O O
+ Q N
O
O O
PROPOSED 6" C-900 PVC SANITARY LATERAL
DEPARTMENT OF HEALTH
(NOT PART OF M-DWASD NOTES OR APPROVAL)
WATER MAIN HORIZONTALS P�QN
1. SEPARATIONS SHALL BE MEASURED OUTSIDE EDGE TO OUTSIDE EDGE,
2. BETWEEN WATER MAINS AND STORM SEWERS, STORMWATER, FORCE MAINS, OR RECLAIMED WATER LINES, SHALL BE 3
FT. MINIMUM.
3, BETWEEN WATER MAINS AND VACUUM TYPE SEWER PREFERABLY 10 FT, AND AT LEAST 3 FT. MINIMUM.
4. GRAVITY OR PRESSURE SANITARY SEWERS, WASTEWATER FORCE MAINS OR RECLAIMED WATER PREFERABLY 10 FT, AND
AT LEAST 6 FT. MAY BE REDUCED TO 3 FT. WHERE BOTTOM OF WATER MAIN 15 AT LEAST 6 INCHES ABOVE TDP OF
SEWER,
5. 10 FT. MINIMUM TO ANY PART OF ON-SITE SEWER TREATMENT OR DISPOSAL SYSTEM.
WATER MAIN L/fRTICAL SEPARAT►0N5
1. SEPARATIONS BETWEEN WATER MAINS AND GRAVITY SEWER, VACUUM TYPE SEWER, OR STORM SEWERS TO BE
PREFERABLY 12 INCHES OR AT LEAST 6 INCHES ABOVE. OR AT LEAST 12 -INCHES IF BELOW.*
2, PRESSURE SANITARY SEWER, WASTEWATER, OR STORMWATER FORCE MAIN, OR RECLAIMED WATER, ATEL AS -T 12
INCHES ABOVE OR BELOW.
*NOTE: CENTER ONE FULL LENGTH OF WATER MAIN PIPE AT CROSSINGS; ALTERNATIVELY ARRANGE PIPES SO JOINTS ARE
AT LEAST 3 FEET FROM JOINTS IN VACUUM, STORMWATER, OR STORMWATER FORCE MAINS. AT LEAST 6 FEET FROM
JOINTS IN GRAVITY OR PRESSURE SEWERS, WASTEWATER FORCE MAINS, OR RECLAIMED WATER MAINS.
ALL WATER MAINS 24 INCHES IN DIAMETER OR LESS, SHALL BE BLUE IN COLOR OR HAVE A 2 INCH WIDE BLUE STRIPE
PAINTED ALONG THE CENTERLINE OF THE PIPE.
0 20' 40'
HORIZONTAL SCALE: 1"=20'-O'
0 21 4'
VERTICAL SCALE: 1 "=2'-0"
STA 3+89.1
16
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14 __---�-�_
I
1121=
Iv
INV
12
197
I FINISHED
GRADE
r. /-1 /.l
7.0'
I
PROP. 12" AI.P! WM-I
T.O.P. EL=+7.35'
2* MAX l
[Al
141
121
UI EXIST (2)-4" COMMUNICATIONS LINES
(TO ME FIELD VERIFIED) 10
i• V
m EXIST 6" C.L WY
" I
(TO IE FIELD VERIFIED)
I 0/S 7.64' L
PROP! i x12" VERTICAL OFFSET
2' MAX.
DEFLECTION
EXIST d" V.C. SAN, SEWER
INV EL=+3.16"
I
I
I I I
I
I
L
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16
REVIEWED:
31I
vi vi vi
CHECKED :
e
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07-02-13
W
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I
14
-------_-_______ _ _ _.___II _
14
PROP. 5.0'
20 0'-uW --- -R/W DEDICATION
O
a
FINISHED GRADE -2.5'
I _
12
12
_ _- ---_ 11.5
I
=0.9
PROP 6" CLEANOUT
10
_- , ___.__ ____.____�_____ �____.___..___�___-_-------_--____
10
EXIST (2)-4 COMMUNICATIONS LINES
(TO BE FIELD VERIFIED)
-- _ EXIST. 6" C.t WY TO BE
ABANDONED IN PLACE m
_(TO BE FIELD VERIFIED)
Q
PROP! 12" D.IP. WY
LO.P. EL=4,00'
I I
6
AMOR. 6-45* CONT. TO NUILD/NG
VERTICAL SENDrP".
EXIST. d" V.C. SAN. SEWER
1.E=+2.14' /W /W EL I R/W=+4.61'
CLEANOUT INV EL=+4.63'
OF 6" C_900 PROP. 6" SDR -35+
O #.1,FT SLOpEI CONT. TO BUILDING
2
I I
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('j
.. SERY
lz--
O O
+ Q N
O
O O
PROPOSED 6" C-900 PVC SANITARY LATERAL
DEPARTMENT OF HEALTH
(NOT PART OF M-DWASD NOTES OR APPROVAL)
WATER MAIN HORIZONTALS P�QN
1. SEPARATIONS SHALL BE MEASURED OUTSIDE EDGE TO OUTSIDE EDGE,
2. BETWEEN WATER MAINS AND STORM SEWERS, STORMWATER, FORCE MAINS, OR RECLAIMED WATER LINES, SHALL BE 3
FT. MINIMUM.
3, BETWEEN WATER MAINS AND VACUUM TYPE SEWER PREFERABLY 10 FT, AND AT LEAST 3 FT. MINIMUM.
4. GRAVITY OR PRESSURE SANITARY SEWERS, WASTEWATER FORCE MAINS OR RECLAIMED WATER PREFERABLY 10 FT, AND
AT LEAST 6 FT. MAY BE REDUCED TO 3 FT. WHERE BOTTOM OF WATER MAIN 15 AT LEAST 6 INCHES ABOVE TDP OF
SEWER,
5. 10 FT. MINIMUM TO ANY PART OF ON-SITE SEWER TREATMENT OR DISPOSAL SYSTEM.
WATER MAIN L/fRTICAL SEPARAT►0N5
1. SEPARATIONS BETWEEN WATER MAINS AND GRAVITY SEWER, VACUUM TYPE SEWER, OR STORM SEWERS TO BE
PREFERABLY 12 INCHES OR AT LEAST 6 INCHES ABOVE. OR AT LEAST 12 -INCHES IF BELOW.*
2, PRESSURE SANITARY SEWER, WASTEWATER, OR STORMWATER FORCE MAIN, OR RECLAIMED WATER, ATEL AS -T 12
INCHES ABOVE OR BELOW.
*NOTE: CENTER ONE FULL LENGTH OF WATER MAIN PIPE AT CROSSINGS; ALTERNATIVELY ARRANGE PIPES SO JOINTS ARE
AT LEAST 3 FEET FROM JOINTS IN VACUUM, STORMWATER, OR STORMWATER FORCE MAINS. AT LEAST 6 FEET FROM
JOINTS IN GRAVITY OR PRESSURE SEWERS, WASTEWATER FORCE MAINS, OR RECLAIMED WATER MAINS.
ALL WATER MAINS 24 INCHES IN DIAMETER OR LESS, SHALL BE BLUE IN COLOR OR HAVE A 2 INCH WIDE BLUE STRIPE
PAINTED ALONG THE CENTERLINE OF THE PIPE.
0 20' 40'
HORIZONTAL SCALE: 1"=20'-O'
0 21 4'
VERTICAL SCALE: 1 "=2'-0"
STA 3+89.1
16
II
O I O I O
14 __---�-�_
I
1121=
Iv
INV
12
197
I FINISHED
GRADE
r. /-1 /.l
7.0'
I
PROP. 12" AI.P! WM-I
T.O.P. EL=+7.35'
2* MAX l
[Al
141
121
UI EXIST (2)-4" COMMUNICATIONS LINES
(TO ME FIELD VERIFIED) 10
i• V
m EXIST 6" C.L WY
" I
(TO IE FIELD VERIFIED)
I 0/S 7.64' L
PROP! i x12" VERTICAL OFFSET
2' MAX.
DEFLECTION
EXIST d" V.C. SAN, SEWER
INV EL=+3.16"
I
I
I I I
I
I
--------
1
J.A.O.
REVIEWED:
H.J.N.
CHECKED :
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DATE
07-02-13
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'...R��;�?EATIONAL
D ESIGN AND
CONSTRUCTION, INC.
3990 North Powerline Road
Ft. Lauderdale, FL 33309
Voice: 954.566.38135
Fax: 954.566.3335
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LAND SURVEYORS
CIVIL ENGINEERS
LAND PLANNERS
LD#87 CA#87
3240 CORPORATE PrAY
MIRAMAR, FL 53025
TEL: (305)652-7010
FAX: (r3.Q5� 52-8284
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FL -Reg .,No: 60635
PROJECT NUMBER
'1320MPCP
FILE No.
--------
DRAWN :
J.A.O.
REVIEWED:
H.J.N.
CHECKED :
H.J.N.
DATE
07-02-13
ISSUE / REVISIONS
THIS Dk^WING IS TIHE INTELLECTUAL PI
SHEET TITLE
WATER & SEWER
NOTES & PROFILES
SHEET NUMBER_