04-52-001F
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DEPARTMENT OF HEALTH NOTES:
WATER MAIN HORIZONTAL SEPARATIONS
SEPARATIONS SHALL 13E MEASURED OUTSIDE EDGE TO OUTSIDE EDGE
BErAIZEN WATER MAINS AND, STORM SEWERS, STORMWATER FORCE
MANS, OR RECLAIMED WATER LINES, SHALL BE 3 FT MINIMUM.
6ETYJEFIN `HATER MAINS AND VACUUM TYPE SEWER PREFERABLY 10 FT.
AND AT LEA T 3 FT M1N;kIU /A.
GRAVITY OR PRES.I;UgF SANITARY SEWERS, WASTEWATER 1
MAINS CR RE; LAIMED V,'ATEa PREFERI ABLY 10 FT ALZ. Lr LEAST 6 FT
MAY r3r rIEL11'CFD TO 3 r-i.x i riiiiE BOTTOM OF WATER MAIN IS AT
LEAST Ir:1 :t=om± N ir07 i i-F' C- S 1:IEi3.
10 FT. TO ANY PART OF CN-Gi -,E SEWER TREATMENT OR DISPOSAL SYSTEM.
> OXt�litlr' S¢wQt V*d7•
LANDSCAPE
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C) PROPOSED 7 UNIT TOWNHOUSES
0 2 Stories with Basement Garages
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LANDSCAPE
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NOTES ,
1- CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES NO- n,i5ATION CENTER
U.N.C.L.E. AT 1- 800 432 -4770 PRIOR TO COMMENCING
ANY DIGGING TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES'.
2- EXISTING UTILITIES ARE PLOTTED FROM BEST AVAILABLE INFORMATION. CONTACT
UTILITY AGENCIES BEFORE CONSTRUCTION IS STARTED TO VERIFY LO ;A nON AND DEPTH
OF UNDERGROUND UTILITIES.
3- IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UNDERGROUND
FACILITIES PRIOR TO THE START OF CONSTRUCTION AND COORDINATE WITH THE
VARIOUS UTILITY AGENCIES TO RELOCATE, BYPASS OR OTHERWISE ENSURE THAT UTILITY
SERVICES WILL NOT BE INTERRUPTED DURING CONSTRUCTION.
4- EXISTING GRADES WERE TAKEN FROM AVAILABLE DATA AND MAY NOT
ACCURATELY REFLECT PRESENT CONDITIONS, CONTRACTOR SHALL BE RESPONSIBLE
FOR FAMIUAR17JNG HIMSELF WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK.
5- ALL EXISTING FEATURES BEYOND CONSTRUC11ON LIMITS SHALL REMAIN UNDISTURBED
UNLESS OTHERWISE NOTED.
6- WHERE NEW CONSTRUCTION (CURBS, PAVEMENTS, ETC.) IS INDICATED TO CONNECT TO THE
EXISTING, THE SECTIONS, ELEVATIONS, MATERIALS, ETC. SHALL MATCH THE EXISTING
CONSTRUCTION. UNLESS NOTED OTHERWISE ON PLANS. . ;
7- CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING ALL EXISTING MANHOLE AND INLET
COVERS, VALVE BOXES, BLOW -OFF RISERS, ETC. TO NEW ELEVATIONS, AS REQUIRED,
WHETHER SPECIFICALLY SHOWN ON PLANS OR NOT.
D
APP 0 2 2004
Dadof Po" ]Department
Engineering Simon
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LANDSCAPE LANDSCAPE
*1110
WIN
DEPARTMENT OF HEALTH NOTES
WATER MAIN VERTICAL SEPARATIONS
SEPARATIONS BETI'VEEN WATER h1AfNS AND
TYPE SEWER. OR STORM SEIVFR - AI 8E P GRAVITY
LEAST 6 WCII' -8 SHOVE . REEERABLY SEWER, VACUUM
G9 AT LEST 12 I"'C76 S IF BELOW. 12 INCHES OR AT
PRESSURE SANITARY
MAIN, OR RECLAIb1ED WATER' bASTEWATER
A, AT LEAST 12 INCPEST�gOVEAOTR BE Ow.-
'NOTE: CENTER '"FULL r�
OnOS E: C ALTER, r� LcNC-FIr OF WATER
LEgc:r 3 �� NAT[Vtly Ar1rjpj,.n- MAIN PIPE AT
FEET FR0,1 Jt' •1 ^c• t PIPES ,SO JOINTS ARE AT
MAINS. AT LEAST `I IN Vr;CUUrq S'rOR,�A OA STORA4
Pr ?r;SURE Asr 6 FEEr Fr30 ",1 JC1A:r5
WATER. SEWERS, WASTEWATER FORCEM IN GRAVITY OR
A1NS OR RECLAIMED
LANDSCAPE
133.85'
LANDSCAPE
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PROP CLEAN OUT
8 -- PVC INV EL 1.0 -
SEE MEP DWGS FOR
SHEET P -1 FOR CONT
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METER BANK PER WS 4.16 '
4- DUAL METER BOXES w /1' -
COPPER PIPE TO 5 /8-METER
PER WS 2.12
7- 1 - -RPBP PER WS 4.18(DOME
1- 1 - -PVB PER WS 4.19 (IRRIGA
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PROP FIRE L
CONNECTION
8- IT IS ',HE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND
AUTHWJ71ES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND
APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE
ENGNM
9- MONUNENTS OR PROPERTY LINE MARKERS LOCATED WITHIN THE LIMITS OF CONSTRUCTION
SHALL NOT BE DISTURBED.
10- WHERE NEW PAVEMENT IS TO MEET EXISTING PAVEMENT, ALL EDGES OF EXISTING
PAVEW NT ARE TO BE SAW -CUT.
11- AFTER REMOVAL, DEMOLISHED ASPHALTIC CONCRETE SURFACES, CONCRETE SIDEWALKS
AND CUTTERS OR ANY OTHER UNSUITABLE OR UNNECESSARY MATERIALS
SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER.
12- ALL ELEVATIONS SHOWN REFER TO CITY OF MIAMI DATUM
13- EXISiINS ASPHALT PAVEMENT AND DRAINAGE STRUCTURES OUTSIDE UMITS SHALL REMAIN UNDISTURBED
14- SEE ELECTRICAL PLAN FOR RELOCA11ON OF EXIST ELECTRICAL LINES AND LIGHT POLES
15- SAW CUr AND REMOVE ASPHALT AND BASE FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS
16- ANY DAMAGE OR INTERRUPTION OF SERVICE BY THE CONTRACTOR DURING CONSTRUCTION
SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT HIS EXPENSE THE OVIMER SHALL
HAVE THE OPTION TO HIRE A SUBCONTRACTOR AND BILL THE CONTRACTOR FOR SAID REPAIRS.
17- SEE LANDSCAPING PLANS FOR REMOVAL do RELOCATION OF EXISTING TREES.
18- REMOVE ALL UNDERGROUND STRUCTURES AND PIPES AND FILL VOIDS WTH SELECT UME ROCK FILL
WATER & SEWER PLAN
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REGISTERED SURVEYOR OR ENGINEER OF RECORD, AND ENDORSED BY THE
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CONTRACTOR. (QTY. OF PRINTS AS REQUIRED BY THE DEPARTMENT.)
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LOCATION MAP
SCALE 1" =300'
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STANDARD REQUIREMENTS FOR WATER AND SEWER CONSTRUCTION
AS PER GS 0.5
1.- ALL MATERIAL 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.
SUBMIT SHOP DRAWINGS FAR ALL MATERAAI S
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 HAVE A SHUT OFF VALVE AND CHECK VALVE AT THE POINT
OF ENTRY.
5.- ALL GRAVITY SYSTEMS SHALL BE CONSTRUC TED 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 PRE -PAID.
7.- FIRE HYDRANTS REQUIREMENTS ( NUMBER AND LOCATION ) SHALL BE
AS REQUIRED BY DADE COUNTY FIRE DEPARTMENT OR THE APPROPRIATE
FIRE AGENCY WITH INSTALLATIONS IN ACCORDANCE WITH
DEPARTMENT STANDARDS.
11- CONTRACTOR MUST CALL M- DWASAD INSPECTION DIVISION TO ARRANGE
FOR A PRE - CONSTRUCTION MEETING 48 HOURS PRIOR TO PROPOSED START
OF CONSTRUCTION. CONTACT ONE CALL CENTER 48 HRS. PRIOR TO
EXCAVATION.
9.- DEPARTMENT PERSONNEL WILL INSPECT ALL FACILITIES APPROVED BY
THIS 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.
1.- EASEMENTS, IF REQUIRED.
2.- CONTRACTOR'S WAIVER AND RELEASE OF LIEN.
3.- ABSOLUTE BILL OF SALE
4A.- CONTRACTOR'S LETTER OF WARRANTY (I.E., LETTER AGREEMENT)
B.- DEVELOPER'S CONTRACT BOND (I.E. CONTRACT AGREEMENT)
5.- "AS- BUILT' 4 MIL MYLAR 24- X 36- SHOWING SPECIFIC
LOCATIONS, DEPTHS, ETC., OF ALL WATER FACILITIES AS
LOCATED BY A LICENSED SURVEYOR, ALONG WITH
PRINTS OF THE -AS- BUILT" WHICH HAS BEEN SIGNED AND
SEALED BY A REGISTERED SURVEYOR OR ENGINEER OF RECORD,
AND ENDORSED BY THE CONTRACTOR. (NO. OF PRINTS 3 -FOR WATER,
4-FOR 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 OUSTING DEPARTMENT MAINS TO BE MADE
BY DEPARTMENT FORCES ONLY. THE CONTRACTOR T'O EXCAVATE AT
REQUIRED LOCATIONS , PROVIDE AND INSTALL MATERIAL WITH
FITTINGS, PRIOR TO TAP.
12.- AN APPROVED PAVING AND DRAINAGE PLAN MUST BE SUBMITTED TO
M- DWASAD 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 S WITH A TAPPING SLEEVE AND TAPPING
VALVE WILL BE PERFORM Y DEPARTMENT FORCES. UNDER NO
CIRCUMSTANCES LL CTOR BE PERMITTED In TAP
EXISTING MAINS IN E SI SPECIFIED ABOVE.
CERTIFIED: DATE: 4 04
SUPERVISOR I MANAGE
PLANS REVIEW SECTION
THIS ACCEPTANCE VALID FOR TWO YEARS AND DOES NOT RELIEVE
THE ENGINEER AND CONTRACTOR FROM COMPLIANCE WITH ALL -
COUNTY AND STATE REQUIREMENTS AND AGREEMENTS.-
WATER PERMIT -SEWER PERMIT
WB 20041 - 0
SB 2003 - 5 3.2
AP PR D APPROVED AS REVISED
B ATE:
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LEGAL DESCRIPTION.
LOT 3 BLOCK 2 SUBDIVISION: FAIRGLADE MANOR ACCORDING TO THE
PLAT THEREOF AS RECORDED IN THE PLAT BOOK NO. 45 AT PAGE
NO 79 OF THE PUBLIC RECORDS OF MIAMI -DADS COUNTY FLORID
JCHAS & ASSOCIATES, PA
ARCHITECTURE PLANNING INTERIORS
4361 S.W. 11 TH STREET
Miami, Florida 33146
TEL: (305) 989 3149
FAX: (305) 4471501
JACHASTANET C aol.com
A R 0 0 1 2 6 1 1
OWNERS:
PALMS OF SUNSET J.V.
5835 Blue Lagoon Drive, Suite 200
Miami, Florida 33126
T 786.275.8480
F 786.275.8474
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"AS- BUILT" REQUIREMENTS
AS PER GS 0.5
1.
AT THE COMPLETION OF ANY WATER AND SEWER JOB, THE CONTRACTOR SHALL
)300 Sunset Drive # 275f
SUBMIT:
A. -AS- BUILT' MYLAR 24" X 36- (MIN. 4 MIL THICKNESS) FOR A ACH PHASE
• .,,
B. BLUE LINE (FROM MYLAR) WHICH HAS BEEN SIGNED AND SEALED BY A
"
REGISTERED SURVEYOR OR ENGINEER OF RECORD, AND ENDORSED BY THE
CONTRACTOR. (QTY. OF PRINTS AS REQUIRED BY THE DEPARTMENT.)
2.
AS- BUILT' FORMAT:
Cp
A. 24" X 36" MYLAR IN INK ONLY.
B. THE WORD "AS- BUILT" IN LARGE LETTERS.
C. 71TLE BLOCK WITH DEPARTMENT E.R. NUMBER AND PERTINENT
INFORMATION.
D. PREFERRED SCALE TO BE 1" - 40' HORIZONTALLY AND In - 4'
VERTICALLY.*
E STREET NOMENCLATURE
F. PROFILE.
G• SETA ON MAIN STARTING 0 AT PERMANENT REFERENCE
POINT (I.E. C/L, S/L., ETC.) AND TO RUN CONTINUOUSLY
TO END OF MAIN AT END OF PIPE.
H. EASEMENTS, IF ANY, TIED TO PERMANENT REFERENCE POINT.
I. IDENTIFY ALL CONTROL LINES (I.E. BLDG. LINE, P/L, R /W, ETC.).
J. ALL 'PROPOSED" INFORMATION TO BE REMOVED FROM MYLAR,
LEA'v;NG ONLY -AS- BUILT' INFORMATION REFLECTED IN
DRAWNGS.
3,
WATER 'AS- BUILTS" MUST INCLUDE:
A. PLAN SHOWING SIZE, MATERIAL AND OFFSET OF MAIN, DEFLECTIONS (IF
ANY), STATION OF SERVICES, HYDRANTS AND FITTINGS AT THE MAINLINE
(17 PERPENDICULAR TO IT), AND AT MAIN AND END OF SERVICE IF ANY
01HER ANGLE, AND DEFLECTION OF PIPE; IF ANY. t '
B. PROFILE SHOWING TOP OF GROUND AND TOP OF PIPE ELEVATIONS AT
EERY 100' STA11ON AND AT ANY CHANGE IN GRADE (WITH
4.
SEWER - AS- BUILTS" MUST INCLUDE:
A. PLAN SHOWING MANHOLE NUMBER,SIZE AND , MATERIAL OF PIPE,
DEFLECTION, IF ANY(FORCEMAIN ONLY) AND LOCATION OF LATERALS
WITH REFERANCE TO MANHOLE
B PROFILE SHOWING MANHOLE NUMBER(AS PER PLAN) RIM, AND
INVERT ELEVATIONS (IF MORE THAN ONE INVERT, LABrL NORTH,
SOUTH, ETC) AND STATION STARTING AT 0+00 AT , Dt ;WNSTREAM
MANHOLE * OTHER SCALES MAY BE PERMITTED, BUT MUST BE
APPROVED BY THE DEPARTMENT PRIOR TO PREPARATION OF
DRAWINGS
5.
FORCEMAIN - AS- BUILTS- SAME AS WATER
APPROVED
WATER SUPPLY ONLY
FDEPAFRITNI.ENT
OF ENVI
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ROTE TI N
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WATERMAIN PROFILE
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ONSULTANTS:
VIL ENGINEER
)dolfo Ibarra PE PA
)300 Sunset Drive # 275f
lami Fla 33173\
:1305.273 -1830
• .,,
Ix 305 - 598 - 1059
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45901
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DATE:
10 -30 -03
REVISIONS:
PROJECT No.
03 -060
DRAWN BY:
CHECKED BY:
JC
SCALE:
AS SHOWN
SHEET No.
C.