13-550-0081. ALL MATERIALS AND LABOR UNDER THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE
MIAMI -DADS WATER AND SEWER DEPARTMENT AND SHALT. CONFORM TO THE STANDARDS AND SPECIFICATIONS AVAILABLE
AND ON FILE WTDT THE DEPARTMENT. SUBMf�>i14P DRAWINGS FQR ALL 14lAlERIA!S,
2. COVER OVER WATER OR SEWER FORCE MAINS SHALL BE 4' -0' MIN.
3. ALL MAIN LINE VALVES SHAD. BE INSTALLED COMPLETE WITH 10' RISER PIPES AND NO. 3 OR 53 VALVE BOXES FIRE
HYDRANTS AND SERVICE VALVES SHALL BE INSTALLED COMPLEX 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 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 MID LOCATION) SHALL BE AS REQUIRED BY THE MIAMI -DADS COUNTY FIRE
DEPARTMENT OR THE APPROPRIATE FIRE AGENCY WITH INSTALLATION IN ACCORDANCE WITH DEPARTMENT STANDARDS.
0. CONTRACTOR MUST CALL M -DWASD INSPECTION DIVISION TO ARRANGE FOR A PRECONSTRUCTION MEE'RNG 2 FULL
BUSINESS DAYS PRIOR TO PROPOSED START OF CONSTRUCTION_ CONTACT ONE CALL CENTER 48 FIRS PRIOR TO
EXCAVATTON.
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 DEPARTMEXT AND UNTIL THE FOLLOWNO DDCUMENTS ARE RECEIVED AND APPROVED BY THE DEPARTMENT,
o. EASEMENTS, IF REQUIRED.
b. CONTRACTOR'S WAIVER AND RELEASE OF LIEN.
c. ABSOLUTE BILL OF SALE.
d, E CONTRACTOR'S LETTER OF WARRANTY (1,E, LETTER AGREEMENT),
Ti. DEVELOPER'S CONTRACT BOND (LE., CONTRACT AGREEMENT).
e. 'AS- QUILT' PRINTS 24 746" 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 "MAC,NEDC MEDIA SUBMITTAL ".
f. H.R.S. LETTER OF RELEASE REQUIRED FOR ALL WATER PROJECTS.
g. BILL OF SALE SKETCH (Eh'x11`) FOR WATER AND SEWER, SEPARATELY_
11. ALL NEW CONNECTIONS FROM EXISTING DEPARTMENT MRS 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 MOWASO FOR ALL NEW SUIiDTYISIONS PRIOR TO
APPROVAL OF WATER AND SEWER PERMIT PEAKS, 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 CfRGUMSTANCES 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.
ISSUE DATE APPI;QYE BY STANDARD D E T A I L GS
MIAMI.DMIADE 03/01/2010 V.FC. STANDARD REQUIREMENTS
WATER AND SEWER V
CONSTRUCTION SHEET 1 OF 2
ruLx a sErER aFAUmm�zzrT
WATER AND SEWER
GENERAL LEGEND
CONTACT PERSON INFORMATION
NAME: - MIGUELA. HERNANDEZ, P.E.
7ELEPHONE NUMBER: 305- 477 -6472
FAX NUMBER: 305- 470 -2805
E -MAIL ADDRESS: _ MIGUELH(a-)FORDCO.COM
EXIST. ASPHALT PAVEMENT.
PAVEMENT RESTORATION
WATER PIPE, TEE, GV, PLUG
® AND NODE ANNOTATION.
PROP. INLET W/
L FRENCH DRAIN
& STORM SEWER MH.
PROP. TAPPING SLEEVE W/
TAPPING VALVE
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SCALE 1 —300'
LEGAL_ DESCRIPTION:
LOTS 30
PROP. 6"
PVC SAN.
FOREST, ACCORDING -1 -0 THE PLAT THEREOF, AS
LAT. PER
SS 1.0
PLAT BOOK
(TYP,)
COUNTY,
FLORIDA,
PROP. 1"
HDPE WATER SERV.
NORTH 91
PER. WS
2.16 W /DUAL METER
LARKINS
BOX PER
WS 2.12 (TYP.)
TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 33,
PROP. 1"
HDPE WATER SERV,
THE PUBLIC
PER. WS
2.16 W /SGL. METER
BOX PER
WS 2.10 (TYP.)
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PROP. F.H.
PER WASD
WS 4.50
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PROP. BEND.
VERTICAL
OFFSET BEND.
—�—�-
SEWER AND MH NUMBERING.
z
CONTACT PERSON INFORMATION
NAME: - MIGUELA. HERNANDEZ, P.E.
7ELEPHONE NUMBER: 305- 477 -6472
FAX NUMBER: 305- 470 -2805
E -MAIL ADDRESS: _ MIGUELH(a-)FORDCO.COM
EXIST. ASPHALT PAVEMENT.
PAVEMENT RESTORATION
WATER PIPE, TEE, GV, PLUG
® AND NODE ANNOTATION.
PROP. INLET W/
L FRENCH DRAIN
& STORM SEWER MH.
PROP. TAPPING SLEEVE W/
TAPPING VALVE
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SCALE 1 —300'
LEGAL_ DESCRIPTION:
LOTS 30
AND 31
OF LARKINS
FOREST, ACCORDING -1 -0 THE PLAT THEREOF, AS
RECORDED
IN THE
PLAT BOOK
18, AT PAGE 33, OF THE PUBLIC RECORDS OF DADE
COUNTY,
FLORIDA,
MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
NORTH 91
FEET OF THE EAST
110 FEET OF TRACT NUMBER 2 OF AMENDED PLAT OF
LARKINS
FOREST,
ACCORDING
TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 33,
AT PAGE
44, OF
THE PUBLIC
RECORDS OF DADE COUNTY, FLORIDA
ALL SANITARY LATERAL INSTALLATIONS TO COMPLY WITH CS1.5 AND
SS1.0, OR SS3A AS APPLICABLE.
ALL WATER SERVICE INSTALLATIONS ARE TO COMPLY WI -1 -1 -1 CS1.5
AND APPLICABLE WS DETAIL RELATED -1 -0 SERVICE
FOR CONNECTIONS TO VCP, THE CONTRACTOR WILL HAVE TO -TELEVISE THE VCP PIPE BEFORE
AND AFTER INSTALLATION.
NOTE:
ALL EXISTING MAINS BEING IMPACTED BY
THIS PROJECT AND ALL PROP, WATER AND
FORCE MAINS AND FITTINGS TO BE
RESTRAINED PER GS 2.0
F
q
5,
OR
1. AT THE COMPLETION OF ANY WATER AND SEWER JOB, EITHER DONATION OR CONTRACT. THE CONTRACTOR
SHALL SUBMIT:
u. AS -BUILT PRINTS WHICH HAVE BEEN SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL
SURVEYOR AND MAPPER. (CITY. OF PRINTS, AS REQUIRED TTY THE DEPARTMENT.)
2. "AS- BUILT' FORMAT:
a. 24"x36` PRINTS
b. LOCATION MAP SCALE SHOULD BE 1" =300' AND SECTION - TOWNSHIP -RANGE SHOULD BE SHOWN.
c. 'FHE WORD 'AS- BUILT" IN LARGE LETTERS.
d. TITLE BLOCK WITH DEPARTMENT US, DW OR ER NUMBER AND PERTINENT INFORMATION.
c. PREFERRED SCALE TO BE 1 "= 40' HORIZONTALLY AND 1 "- 4' VERTICALLY'.
T. STREET NOMENCLATURE.
9. SEPARATE AS- BUILTS FOR WATER AND SEWER.
h. SEPARATE WATER AND SEWER PROFILE.
N. STATIONING STARTING WITH 0+00 AT PERMANENT REFERENCE POINT (I.E., �, i, 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, RAY, ETC).
1. ALL "PROPOSED" INFORMATION TO BE REMOVED FROM PRINKS, LEAVING ONLY "AS- BUILT" INFORMATION
REFLECTED IN DRAWINGS.
3. WAIER "AS- BUILTS" MUST INCLUDE:
o. PLANS SHOWING PIPE 511E, 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 MAY, OTHER ANGLE, AND DEFLECTION OF PIPE, IF ANY.
!!. PROFILE SHOWING TOP OF GROUND AND TOP OF PIPE ELEVATIONS AT EVERY 100' STATION AND AT
ANY CHANGE III GRADE (WITH CORRESPONDING STATION), PIPE SIZE AND PIPE MATERIALS REFERENCED
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 SHOVING MANHOLE NUMBER (AS PER PLAN), RIM AND INVERI ELEVATIONS (IF MORE THAN
ONE INVERT, LABEL NORTH, SOUTH , ETC), AND STATION STARIING AT EACH 0 +00 AT DOWNSTREAM
MANHOLE.
5. FORCE MAIN "AS- BUILT" SAME AS WATER MAIN ABOVE.
6. [ACT AS -BUILT SHALL SHOW THE FLORIDA STATE FL41L COOROINA'IES (CURRENT READJUSTMENT) OF ALL
THE MANHOLES AND VALVES AND OF AT LEAST TWO HORIZONTAL CONTROL POINTS PROPERLY IDENTIFIED
AND LOCATED WITHIN THE PROJECT. —
OTHEI? SCALE MAY BE PERMITTEO, BUT MUST BE APPROVED If( THE OF DRAWINGS. - - —
I T E M CROSS SPEC.
REF. REF.
ISSUE DATE APPROUED BY S T A N D A R D D E T A I L G S
03/11/2009 _ V.F.C.
MIA Ta' "AS-- `BI_rILT" REQUIREMENTS 0.5
- - - -- - -- SHEET 2 O 2
waiOt a uwTR uLVUrfuftn — _ - - -- _ __
FORD ENGINEERS, INC.
1950 N.W. 94th AVENUE 2nd FLOOR
MIAMI, FLORIDA 33172
PH. (305) 477 -6472
FAX (305) 477 -8054
DRAWINGS AND SPECIFICATIONS AS
INS FRUMEN IS OF SERVICE ARE AND SHALL
REMAIN THE PROPERTY OF FORD ENGINEERS,
INC., WHETHER THE: PROJECT FOR WHICH
TIIEY ARE MADE IS EXECUTED OR NOT. THEY
ARE NOT TO BE USED BY OWNER ON OTHER
PROJECT EXCEPT BY AGREEMENT IN WRFfINC
AND MITI APPROPRIATE COMPENSATION TO
FORD ENGINEERS, INC.
RECORD OF REVISION
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DESIGNED BY: M,PERAL
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CHECKED BY: M. HERNANDEZ
SET #: - - --
DATE: 05/09/13
PROJECT No: -00('�
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