09-49-0061. At the completion of any water and sewer job either Donation or Contract, the Contractor shall submit.
a. "As -Built" mylar 24"x 36" (min. 4 mil thickness) for each phase.
b. Blue be (from mylar) which has been signed and sealed by Registered Surveyor Engineer of Record, and
endorsed by the Contractor, (Qty. of prints, as required by the Department.)
2. "As-BuW Format:
a. 24"x 36" mylar
b. The word "As -Built" in large letters.
C. Title block with Department El number and pertinent information,
d. Preferred scale to be 1"= 40, horizontally and 1 "= 4' vertically.*
e. Street nomenclature.
f. Separate water and sewer profile.
g. Station main starting with 0 + 00 atpermment reference point (i.e. C, S, etc.) and to run continuously to
end of main at center lime of pipe.
h. Easements, if any, tied to permanent reference point.
i. Identify all control lines (i.e. bldg. line, property he, R/W, etc).
j, All "proposed" information to be removed from mylar, leaving only "as -built" information reflected in drawings.
3. Water "As-Builts" 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 reference to plan.
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 plan), rim and invert elevations (if more than one invert, label north, south, etc), and
station starting at MO at downstream manhole,
5. Force main "As -Built" same as water main.
` Other scale maybe permitted, but must be approved by the Department prior to preparation of drawings.
I T E M
ISSUE DATE APPROVED BY S T A N D A R D D E T A I L
11 01/2006 V.E.F.
MIAMI•DADE
.r _ ' "AS -BUILT" REQUIREMENTS
Ar trr"+g1-4--Trrry1trr
CROSS I SPEC. I
REF. REF.
GS
0.5
SHEET 2 OF 2
1. All materials and labor under this pmject shall be in strict accordance Mth 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 Submit shop drawings for all materials.
2. Cover over water or sewer force mains shall be 4'-0" min.
3. All main he 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 have a shut off valve and check valve at the point of entry.
5. All gravity systems shall be constructed in accordance u7th 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 bade County Fire Department or the appropriate Fire agency with installation in
accordance with Department standards,
S. Contractor MUST CALL M-DWASD Inspection Division to arrange for a preconstruction meeting 2 full business days prior to proposed start of
construction. Contact One Call Center 48 hrs prior to excavation.
9. Contract Inspector will inspect airy facilities approved by the Department All other requirements of the permitting agency shall be in accordance with
their standards and requirements.
10. Wo:k performed under this Project will not be considered as complete until final acceptance of the systetrt 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.
4 a. Contractor's Letter of Warranty (i.e., Letter Agreement)
b. Developeds Contract Bond (i.e,, Contract Agreement),
5. "As -Built" 4 mil mylar 2Vx 36" showing specific locations, depth, etc, of all water and sewer facilities as located by licensed surveyor, along with
prints of "as -bunt" which have been signed and scaled by a Registered Surveyor or Engineer ofRecord, and endorsed by the Contractor. (No. of
prints; 3-for water, 4-for gravity sewer and 5-for force main or pump station projects),
6. H.R.S. Letter of Release required for all water projects.
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 water and sewer permit plans, upon
request
13, Unless otherwise specified, all laps 20 inches and smaller for connections to existing mains will require a tapping sleeve and tapping
valve provided and installed by Department forces. Under no circumstances will the Contractor bepermitted to tap existing
mains in the size range specified above.
I T E M CROSS SPEC.
REF.REF.
ISSUE DATE APPROVED BY STAN DARD DETAIL G S
17
11/012006 V.E.F. STANDARD REQUIREMENTS .7
MIAMI•DADE
WATER AND SEWER 0.5
COMSTRUCTION SHEET 1 OF 2
GENERAL NOTES
(NOT A PART OF M-DWASD NOTES OR APPROVAL)
1. ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.).
2• HORIZONTAL AND VERTICAL CONTROL SHALL BE PROVIDED BY THE OWNER'S SURVEYOR. LAYOUT IS THE RESPONSIBILITY OF
THE CONTRACTOR.
3. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING
JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO
THE ATTENTION OF THE ENGINEER.
4. EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY OTHERS. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDERGROUND FACILITIES PRIOR TO THE
START OF CONSTRUCTION. ALL TRENCH EXCAVATION SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT
THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL
SUCH DAMAGE.
5. EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY REFLECT PRESENT CONDITIONS.
CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING MANHOLE COVERS, VALVE BOXES, BLOW -OFF
RISERS, ETC. TO NEW ELEVATIONS, AS REQUIRED, WHETHER SPECIFICALLY SHOWN ON THESES DRAWINGS OR NOT.
7. BOUNDARY AND TOPOGRAPHIC DATA BASED UPON SURVEY PREPARED BY FLORIDA INTERNATIONAL LAND SURVEYORS, INC., MIAMI
LAKES, FLORIDA, DATED JUNE 12, 2007.
S.W. 66TH STREET
to
3 S.W. 66TH T
vi
S.W. bilH.-STREE1
THIS PROJECT
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SECTION 25 TOWNSHIP 54 SOUTH RANGE 40 EA51
LOCATION SKETCH
SCALE: 1 " = 300'
LEGAL DESCRIPTION
LOT 1 THROUGH 10, OF BLOCK 11 "TOWNSITE OF LARKINS",
ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK No 2 , AT
PAGE 105 OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA.
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-----,SDI//w�``�SyPS� �.�jti`tWi S/1LF�W
I'tl i CEPTAi ICE VA ID FOR TV-10 YEARS r,ND DOES tIOT REL.EVE
HIS 1=e t()i, IL�E1. /a111 t,Ql ITf�Ar"TOR FfVNI CONIFLIfACE %Nff ii ALL
fl IS
!'•t' 11 t[ s I Y 11 J1,) STF,,TE i?EQUIF',E .04TS At,1D AGREED+BEN S.
HEALTH DEPARTMENT NOTES
(NOT A PART OF M-DWASD NOTES OR APPROVAL)
WATER MAIN HORIZONTAL SEPARATIONS
SEPARATIONS SHALL BE MEASURED OUTSIDE EDGE TO
OUTSIDE EDGE BETWEEN WATER MAINS AND, STORM
SEWERS, STORMWATER FORCE MAINS, OR RECLAIMED
WATER LINES, SHALL BE_3 FT MINIMUM.
BETWEEN WATER MAINS AND VACUUM TYPE SEWER
PREFERABLY 10 FT. AND AT LEAST 3 FT. MINIMUM.
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 MAINS IS AT LEAST 6 INCHES ABOVE
TOP OF SEWER.
10 FT. TO ANY PART OF ON -SITE SEWER TREATMENT OR
DISPOSAL SYSTEM.
WATER MAIN VERTICAL SEPARATIONS
NlWb 1-13AI31it
",` . N,,, x , ;yatf,f� L,�s ; { ei, ;j�y� SEPARATIONS BETWEEN WATER MAINS AND GRAVITY SEWER,
VACUUM TYPE SEWER, OR STORM SEWERS, TO BE
PREFERABLY 12 INCHES, OR AT LEAST _6 INCHES ABOVE,
SIR - #-vut-M 9 f (1 OR AT LEAST 12 INCHES IF BELOW.*
T:;?s�ypM--�-^ e�:a?;•�.�':�`,D �Tt �`7y `'') PRESSURE SANITARY SEWER, WASTEWATER OR STORMWATER
FORCE MAIN, OR RECLAIMED WATER, AT LEAST 12 INCHES
E.tGpt, TfF�' ABOVE OR BELOW.
* NOTE: CENTER 1-FULL LENGTH OF WATER MAIN PIPE AT
CROSSINGS; ALTERNATIVELY ARRANGE PIPES SO JOINTS ARE
AT LEAST 3 FEET FROM JOINTS IN VACUUM, STORM OR
STORM FORCE MAINS. AT LEAST 6 FEET FROM JOINTS IN
GRAVITY OR PRESSURE SEWERS, WASTEWATER FORCE MAINS
OR RECLAIMED WATER.
FLORIDA DEP/DADS COUNTY DERM NOTES
ON WATER -SEWER INSTALLATION
(NOT A PART OF M-DWASD NOTES OR APPROVAL)
1. A HORIZONTAL DISTANCE OF 10 FT. SHALL BE MAINTAINED BETWEEN WATER AND SEWER 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 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 AND PROPOSED CONDITIONS.
4. THE MAXIMUM ALLOWABLE EXFILTRATION RATE OF GRAVITY SANITARY SEWERS CONSTRUCTED IN A PUBLIC
WELLFIELD 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 REINFORCED CONCRETE PRESSURE SEWER PIPE. THE DUCTILE IRON PIPE EXFILTRATION RATE SHALL NOT BE
GREATER THAN THE ALLOWABLE ALLOWABLE LEAKAGE RATE SPECIFIED IN AMERICAN WATER WORKS ASSOCIATION
STANDARD (AWWAS) C600-82 AT A TEST PRESSURE OF 100 POUNDS PER SQUARE INCH.
6. THE REINFORCED CONCRETE PRESSURE SANITARY SEWER FORCE MAIN EXFILTRATION RATE SHALL NOT BE
GREATER THAN ONE-HALF (1/2) THE ALLOWABLE LEAKAGE RATE SPECIFIED IN AWWA C600-82 AT A TEST
PRESSURE OF 100 POUNDS PER SQUARE INCH.
7. THE CONTRACTOR SHALL VERIFY NATURE, DEPTH, CHARACTER OF EXISTING UNDERGROUND UTILITIES PRIOR TO
START OF CONSTRUCTION.
8. 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.
g, WHEN THE 3 FEET SEPARATION BETWEEN PROPOSED AND EXISTING LINE IS NOT POSSIBLE, THE CONTRACTOR
SHALL HAND DIG OR EXPOSE THE WATER AND SEWER PIPES BEFORE PROCEEDING WITH POWER EQUIPMENT
EXCAVATION.
10. IN NO CASE SHALL A CONTRACTOR INSTALL UTILITY PIPES, CONDUITS, CABLES, ETC. IN THE SAME TRENCH
PARALLEL TO AND ABOVE EXISTING WATER AND SEWER PIPES EXCEPT WHERE THEY CROSS. ANY DEVIATION
FROM NOTES 6, 7 AND 8 SHALL BE APPROVED IN WRITING BY THE RESPONSIBLE WATER AND SEWER UTILITY.
11. A NON-RESETTABLE ELAPSE TIME METER SHALL BE INSTALLED AT EACH PUMP TO RECORD THE TOTAL
OPERATING HOURS OF THE STATION.
SPECIAL NOTES
(NOT A PART OF M-DWASD NOTES OR APPROVAL)
1. WATER SERVICE SHALL BE MAINTAINED TO ALL EXISTING USERS AT ALL TIMES. CONNECTION OF THESE EXISTING
SERVICES TO NEW MAINS SHALL BE COORDINATED WITH EACH USER TO AVOID INTERRUPTION TO EACH BUSINESS.
2. PRIOR TO DISCONNECTION OF EXISTING MAINS TO BE REMOVED, EXISTING WATER METERS TO BE RECONNECTED
TO NEW WATER SERVICES BY WASD FORCES AT OWNERS EXPENSE.
3. EXISTING WATER MAINS DESIGNATED FOR DEMOLITION SHALL BE REMOVED IN THEIR ENTIRETY AFTER CONNECTIONS
HAVE BEEN CUT & PLUGGED BY WASD FORCES.
ALEJANDRO REMOS R.A. -
ircl-l-itQcts --- -
i"' it Pins Blvd., Fuit> 107
hrol,aP,4es-rL 3302P - -
�� ;954) 4�2 71-22- -
054) 4427190
remoshldg,5nol corn
�I�� :RSET CHARr1-_
SCHOOL
!t�
South Miami
SW 69th Street.
`h r.lonii, FL. 33143
- -- --- -
� ;-.t�NSULTANTS:--------�------
I �
JEl NETH ARDILA
,rrchitect
A11-3ERTO CHINCHILLA
ai chltect
ALEJANDRO CABAL -CABAL
,vrcliitect
r,',►\RCEL ADRIAN PEREZ
-irchitect
1'^' ,)1 P,nos Blvd , Suite 107
,,i!,roke Pines FL. 33029
STRUCTURAL ENG.:
E:DUARDO GONZALEZ P.E. INC.
`,tructural Engineers
.1 luardo Gonzalez P.E.
Ponce de Ledn Blvd., Suite 335
r-11 Gables FL 33134
1 • I1 (305) 445 5100
(305) 445 6644
I nail, eddygon@bellsouth.net
i
M. .P. ENG.:
IPI EMEL SA LLC.
liUr_ `~IGN & BUILD ENGINEERING COMPANY
TrITE OF FLORIDA CA No. 9113
f'r(!rro Arias P.E.63813
rcirlcia Morales P.E.63818
"!I)j 1 Johnson Street, Suite 115
r-fnb,oke Pines FL. 33029 USA
TI (954) 318 2264
F -1 :(954) 4507216
a1: pedroaCingemel.com
pmorales(t�_ ingemel.com
CIVIL ENG.:
ii Consulting Engineering
A' cience, Inc.
II t1^,I on H. Ortiz, P.E.57556
i„ 00 North Kendall Drive Surte 400
I lmiFL. 33176
( 1305) 378 5555
1 (305) 279 4553
�,nd, no tiz(LCESh1W'AI corn
i
LA IDSCAPE ARCH.:
I.l. L. A. GROUP INC.
N'E 13th Street Suite 105
I' r ^f' Lnuderdals FL. 33304
1; ; (954) 763 4071
r , (95i) 467 1688
rnlagroupinc(-FDyahoo corn
'=EAL:
t
FOR THE FIRST:
NEISON 11. ORTI7,
PE-57556 (CIVIL)
!11EVISIONS:
'lrchitect
Pr
Flt.
i)e
oject No:
-del
-Ite:-
0880 -
File:n
b - aw
V.Q. / A.M.
proved by:
N.H.O.
12/23/08
ale:
AS SHOWN -
CES PROJECT No. 08065
G-Dwiaht
`��heet Title
WATER / SEWER
NOTES
heet Number
SOMERSET SOUTH MIAMi