13-1396-0071. ALL MATERIALS AND LABOR UNDER THIS PROJECT SHALL BE IN SiRICT ACCORDANCE WITH THE REQUIREMENTS OF THE
MIAMI-DADE WATER AND SEWER DEPARTMENT AND SHALL CONFORM TO THE STANDARDS AND SPEaFICATIONS AVAILABLE
AND ON FILE WITH THE DEPARTMENT. SUBMIT SWOP DRAWINGS FOR V I MITERiIlS.
2. COVER OVER WATER OR SEWER FORCE MAINS Stall BE 4' -0' MIN.
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 iNSTAL.IID COMPLETE WiTH li 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.
S. ALL GRAVITY SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DEPARTMENT STANDARDS.
F. 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) SiIALL BE AS REQUIRED IY THE MNMI -DAVE COUNTY FIRE
DEPARTMENT OR THE APPROPRIATE FIRE AGENCY WITH INSTALLATION IN ACCORDANCE WITH DEPARTMENT STANDARDS.
B. CONTRACTOR MUST CALL M -DWASD INSPECTION DIVISION TO ARRANGE FOR A PRECONSTRUMON MEETING 2 FULL
BUSINESS DAYS PRIOR TO PROPOSED START OF CONSTRUCTION. CONTACT ONE CALL. CENTER 44 HIPS PRIOR TO
EXCAVATION.
S. CONTRACI INSPECTOR WILL INSPECT ANY FACILITIES APPROVED BY THE DEPARTMENT. ALL OTHER REQUIREMENTS OF THE
PERMITTING AGENCY STiALL BE IN ACCORDANCE WITH THOR 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.
e. EASEMENTS, IF REQUIRED.
i. CONTRACTOR'S WAIVER AND RELEASE OF LIEN.
c. ABSOLUTE BILL OF SALE
M. L CONTRACTOR'S LETTER OF WARRANTY (I.E., LETTER AGREEMENT).
"u. DEVELOPER'S CONTRACT BOND (I.E., CONTRACT AGREEMENT).
e. AS- IUILT' PRINTS 24746" SHOWING SPECIFIC LOCATIONS, DEPTH, ETC. OF ALL WATER AND SEWER FACILITIES AS
LOCATED BY A LICENSED FLORIDA SURVEYOR, ALONG WITH PRINTS OF AS-BLALT" WHICH HAVE BEEN SIGNED AND
SEALED BY A RTJCISTEIW SURVEYOR. (N•. 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 WNETiC MEDIA sUBMOTAL ".
f. H.R.S. LEiER OF RELEASE REQUIRED FOR ALL WATER PROJECTS.
y. BILL OF SALE SKETCH (1 x11') 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 FIRINGS, PRIOR TO TAP.
11 AN APPROVED PAVING AND DRAINAGE PLAN MUST BE SUBMITTED TO MOWASD FOR ALL NEW SUBDIVISIONS PRIOR TO
APPROVAL OF WATER AND SEWER PERMIT PLANS, UPON REQUEST.
13. UNLESS OTHERWISE SPECIFIED, ALL TAPS 20 INCHES AND SMALLER FOR CONNECTIONS TO EXISTING INNS 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.
ITEM °'
REF. REF.
ISSUE DATE APPROVED BY STANDARD DETAIL G S
MIAMI-
03/01/2010 V.F.C. STANDARD REQUIREMENTS V
DADE
IM WATER AND SEWER 0.5
r"w? CONSTRUCTION SHEET 1 OF 2
ruTJt a �wlTt OFJMIt4Nl'
WATER AND SEWER
GENERAL LEGEND
CONTACT PERSON INFORMATION
NAME: MIGUELA. HERNANDEZ P.E.
TELEPHONE NUMBER: 305- 477 -6472
FAX NUMBER: 305- 470 -2305
E -MAIL ADDRESS: MIC UELA�I @FORDCO.COM _
EXIST. ASPHALT PAVEMENT.
PAVEMENT RESTORATION
WATER PIPE, TEE, GV, PLUG
O AND NODE ANNOTATION.
j PROP. INLET W/
Lam" FRENCH DRAIN
& STORM SEWER MH.
PROP. TAPPING SLEEVE W/
TAPPING VALVE
!mill Ilk
,JB, �
, mq - mm
MANE mij
IE AmA\ 3m, Im
j4l6u
ux AR, \
lway
r mil "k-
1. ME
SECTION 36 T54S-R4nE
SUBJECT PROPERTY
m
S -W. 1'6& Srii.
L01"ATIONMAP
SCALE 1"=300'
LEGAL DESCRIPTION:
LOTS 2 AND 3 OF 'AMERICAN TOWNSITES COMPANY'S", ACCORDING TO THE PLAT
THEREO AS RECORDED IN THE PLAT BOOK 3, AT PAGE 134, OF THE PUBLIC
RECOFDS OF DA.DE COUNTY, FLORIDA.
ALL S "NITARY LATERALR:STALLA,TIONS TO CO'YPLY WITH GS1.5 AND
SS1.0, OR SS3.1 AS APll_JCAELE_
ALL MATER SER14CE INSA.LLATIONS ARE TO COMPLY WITH GS1.5
AND = ?PLICABLE 45S DFAIL RELATED TO SERVICE
FOR C --'INECTIONS TO VP. i:'E CONTRACTOR �0-1LL HAVE TO TELEVISE THE VCP PIPE BEFORE
AND k_-TER INSTAL N A.T10_
f NOTE:
ALL = XISIP:C MAIMS BEING IMPACT✓ D BY
THiS RO,:CT ANC ALL PROP. %7, .TEP. AND
FCRC11- 11 ".S AIND FITTINGS TO FE
ESTR,' INED PER GS 2.0
4
a
` +I -Apr-
• 4 k+ i i + itit♦
Tie i•i i • • � , � ,.'.w
• W • •
r i •t• + �, u • � I
• i i
uu' °' rLt• ��
+ILL ii � • U •
i r
+ iii L v i u u U U
1. AT THE CCL?'LETC;u OF ANY WATER A..,) S:j&Z S JCB, EITHER OONATiON OR CONTRACT, THE. CONTRA OR
SHALL scl:
•. AS-IUILT PRIM SiuICH HAVE BEEN SICKED AND SEALED BY A FLORIDA LICENSED PROFESSAi,AL
SURVEYOR AND V,PPER. (QTY. OF P N7S. AS REQUIRED ITV Trff DEPARTMENT.)
2. AS— IUILT' FORmT:
•. 24'x3G' PRINTS
1. LOCATION MAP SChE SHOULO BE 1'=300' AND SECTiO.t- TOWNSHIP -RANGE SHOULD BE SHOYIN-
c. THE WORD 'AS- BUILT' N LARGE LETTERS.
11. MU HOCK WITH D[njliTMENT DS, DW OR ER NUUEER AND PERTINENT INFORMATION.
e• PREFERRED SCALE TO BE 1's 40' HORIZONTALLY AND i'= 4' VERTiCALLY *.
f. STREET NOMENCLATURE.
9, SEPAvRATE AS- BUILTS FOR WATER AND SEWER.
h. SEPARATE WATER AND SEV,i:R PROFILE.
i. STATICIV4 STARTING WITH C +DO AT PERJAANENT REFERENCE POINT (I.E., It, ETC.) OR AS SHOWN
ON DESIGN PERMIT PLANS, AND TO RUN CONTINUOUSLY TO END OF VAN.
j. EASEMENTS, IF ANY, TIED TO PERVAJENT REFERENCE POINT.
k, IDENTIFY ALL CONTROL L DFFS (I E. SIDG. LINE, PROPERTY LINE, R/W, ETC).
L ALL 'PROPOSED' INFORMATION TO RE REMOVED FROM PRINTS, LEAYNG ONLY AS- IUILT" INFORMATION
REFLECTED IN DRAWINGS.
1 WATER AS- BUILTS' MUST INCLUDE:
•• PLANS SHOWING PIPE SIZE, MATERIAL AND OFFSET OF MAN, DEFLECTIONS (iF A4Y), STATION OF
SERVICES, HYDRANTS AND FITTING'S AT THE MAINLINE (IF PERPENDICULAR TO IT), AND AT MAIN AND
END OF SERVICES IF ANY, OTHER "LE, AND DEFLECTION OF PIPE, IF ANY.
b. PROFILE SHOWING TOP OF GROUND AND TO OF PIPE ELEVATIONS AT EVERY 100' STATION AND AT
ANY CHANGE IN GRADE (WITH CORRESPONDING STATION),
TO PLAN,
PIPE SIZE AND PIPE MATERIALS REFERENCED
4, SEWER AS- IUILTS' MUST INCLUDE:
•• PLAN SHC'AING MANHOLE NUMBER, PIPE SIZE AND PIPE MATERIAL OF PIPE, DEFLECTION, IF ANY
(FORCE MAN ONLY), AND LOCATION OF LATERALS WiTH REFERENCE TO VANHOLE.
Y. PROFILE SHOIAING MANHOLE NUMBER (AS PER PLAN), RIM AND INVERT ELEVATIONS (IF MORE THAN
0,NE INVERT, LABEL NORTH, SOUTH , ETC), Al,,) ON STARTING AT
LUNHOLE. ) STATION EACH 0 +00 AT OOVINSTlIEAM
5. FORCE VAN AS- IUILT' SAME AS WATER MAIN mm.
6. EACH AS -iU7LT SHALL SHOW THE FLORIDA STATE PLANE COORDINATES (CURRENT READJUSTMENT) OF ALL
THE MANHOLES A4D VALVES AND OF AT LEAST TV,'D HORIZONTAL CONTROL POINTS PROPERLY IDENTIFIED
AND LOCATED WITHIN THE PROJECT.
' OTHER SCALE MAY DE PERMITTED, BUT MUST BE APPROVE() By THE DEP
OF DRAYAI` G .
ITEM klPwaa ��tG
ISSUE GAT APPROVED STANDARD tY REF. REF.
DETAIL
®MI
ADE 03/112009 V.F.C. GS
"AS— BUILT" REQUIREMENTS 0.5
! arRa SHEET 2 OF 2
WASD AGREEMENT #21637
PROP. 6"
PVC SAN.
LAT. PER
SS 1.0
( TYP. )
PROP. 1"
HDPE WATER SERV.
PER. WS
2.16 W /DUAL METER
BOX PER
WS 2.12 (TYP.)
PROP. 1"
HDPE WATER SERV.
PER. WS
2.16 W /SGL. METER
BOX PER
WS 2.10 (TYP.)
PROP. F.H. PER WASD
WS 4.50
PROP. BEND.
VERTICAL
OFFSET BEND.
.�-
SEWER AND
MH NUMBERING.
CONTACT PERSON INFORMATION
NAME: MIGUELA. HERNANDEZ P.E.
TELEPHONE NUMBER: 305- 477 -6472
FAX NUMBER: 305- 470 -2305
E -MAIL ADDRESS: MIC UELA�I @FORDCO.COM _
EXIST. ASPHALT PAVEMENT.
PAVEMENT RESTORATION
WATER PIPE, TEE, GV, PLUG
O AND NODE ANNOTATION.
j PROP. INLET W/
Lam" FRENCH DRAIN
& STORM SEWER MH.
PROP. TAPPING SLEEVE W/
TAPPING VALVE
!mill Ilk
,JB, �
, mq - mm
MANE mij
IE AmA\ 3m, Im
j4l6u
ux AR, \
lway
r mil "k-
1. ME
SECTION 36 T54S-R4nE
SUBJECT PROPERTY
m
S -W. 1'6& Srii.
L01"ATIONMAP
SCALE 1"=300'
LEGAL DESCRIPTION:
LOTS 2 AND 3 OF 'AMERICAN TOWNSITES COMPANY'S", ACCORDING TO THE PLAT
THEREO AS RECORDED IN THE PLAT BOOK 3, AT PAGE 134, OF THE PUBLIC
RECOFDS OF DA.DE COUNTY, FLORIDA.
ALL S "NITARY LATERALR:STALLA,TIONS TO CO'YPLY WITH GS1.5 AND
SS1.0, OR SS3.1 AS APll_JCAELE_
ALL MATER SER14CE INSA.LLATIONS ARE TO COMPLY WITH GS1.5
AND = ?PLICABLE 45S DFAIL RELATED TO SERVICE
FOR C --'INECTIONS TO VP. i:'E CONTRACTOR �0-1LL HAVE TO TELEVISE THE VCP PIPE BEFORE
AND k_-TER INSTAL N A.T10_
f NOTE:
ALL = XISIP:C MAIMS BEING IMPACT✓ D BY
THiS RO,:CT ANC ALL PROP. %7, .TEP. AND
FCRC11- 11 ".S AIND FITTINGS TO FE
ESTR,' INED PER GS 2.0
4
a
` +I -Apr-
• 4 k+ i i + itit♦
Tie i•i i • • � , � ,.'.w
• W • •
r i •t• + �, u • � I
• i i
uu' °' rLt• ��
+ILL ii � • U •
i r
+ iii L v i u u U U
1. AT THE CCL?'LETC;u OF ANY WATER A..,) S:j&Z S JCB, EITHER OONATiON OR CONTRACT, THE. CONTRA OR
SHALL scl:
•. AS-IUILT PRIM SiuICH HAVE BEEN SICKED AND SEALED BY A FLORIDA LICENSED PROFESSAi,AL
SURVEYOR AND V,PPER. (QTY. OF P N7S. AS REQUIRED ITV Trff DEPARTMENT.)
2. AS— IUILT' FORmT:
•. 24'x3G' PRINTS
1. LOCATION MAP SChE SHOULO BE 1'=300' AND SECTiO.t- TOWNSHIP -RANGE SHOULD BE SHOYIN-
c. THE WORD 'AS- BUILT' N LARGE LETTERS.
11. MU HOCK WITH D[njliTMENT DS, DW OR ER NUUEER AND PERTINENT INFORMATION.
e• PREFERRED SCALE TO BE 1's 40' HORIZONTALLY AND i'= 4' VERTiCALLY *.
f. STREET NOMENCLATURE.
9, SEPAvRATE AS- BUILTS FOR WATER AND SEWER.
h. SEPARATE WATER AND SEV,i:R PROFILE.
i. STATICIV4 STARTING WITH C +DO AT PERJAANENT REFERENCE POINT (I.E., It, ETC.) OR AS SHOWN
ON DESIGN PERMIT PLANS, AND TO RUN CONTINUOUSLY TO END OF VAN.
j. EASEMENTS, IF ANY, TIED TO PERVAJENT REFERENCE POINT.
k, IDENTIFY ALL CONTROL L DFFS (I E. SIDG. LINE, PROPERTY LINE, R/W, ETC).
L ALL 'PROPOSED' INFORMATION TO RE REMOVED FROM PRINTS, LEAYNG ONLY AS- IUILT" INFORMATION
REFLECTED IN DRAWINGS.
1 WATER AS- BUILTS' MUST INCLUDE:
•• PLANS SHOWING PIPE SIZE, MATERIAL AND OFFSET OF MAN, DEFLECTIONS (iF A4Y), STATION OF
SERVICES, HYDRANTS AND FITTING'S AT THE MAINLINE (IF PERPENDICULAR TO IT), AND AT MAIN AND
END OF SERVICES IF ANY, OTHER "LE, AND DEFLECTION OF PIPE, IF ANY.
b. PROFILE SHOWING TOP OF GROUND AND TO OF PIPE ELEVATIONS AT EVERY 100' STATION AND AT
ANY CHANGE IN GRADE (WITH CORRESPONDING STATION),
TO PLAN,
PIPE SIZE AND PIPE MATERIALS REFERENCED
4, SEWER AS- IUILTS' MUST INCLUDE:
•• PLAN SHC'AING MANHOLE NUMBER, PIPE SIZE AND PIPE MATERIAL OF PIPE, DEFLECTION, IF ANY
(FORCE MAN ONLY), AND LOCATION OF LATERALS WiTH REFERENCE TO VANHOLE.
Y. PROFILE SHOIAING MANHOLE NUMBER (AS PER PLAN), RIM AND INVERT ELEVATIONS (IF MORE THAN
0,NE INVERT, LABEL NORTH, SOUTH , ETC), Al,,) ON STARTING AT
LUNHOLE. ) STATION EACH 0 +00 AT OOVINSTlIEAM
5. FORCE VAN AS- IUILT' SAME AS WATER MAIN mm.
6. EACH AS -iU7LT SHALL SHOW THE FLORIDA STATE PLANE COORDINATES (CURRENT READJUSTMENT) OF ALL
THE MANHOLES A4D VALVES AND OF AT LEAST TV,'D HORIZONTAL CONTROL POINTS PROPERLY IDENTIFIED
AND LOCATED WITHIN THE PROJECT.
' OTHER SCALE MAY DE PERMITTED, BUT MUST BE APPROVE() By THE DEP
OF DRAYAI` G .
ITEM klPwaa ��tG
ISSUE GAT APPROVED STANDARD tY REF. REF.
DETAIL
®MI
ADE 03/112009 V.F.C. GS
"AS— BUILT" REQUIREMENTS 0.5
! arRa SHEET 2 OF 2
WASD AGREEMENT #21637