04-52-003DEPAFfFN1ENT OF HEALTH NOTES,
WATER DRAIN HORIZONTAL SEPARATIONS
SEPARATIONS SHALL BE MEASURED OUTSIDE EDGE TO OUTSIDE EDGE
BETWEEN WATER MAINS AND, STORM SEWERS, STORMWATEFI FORCE
MAI G, CR RECLAIMED WATER LINES, SHAI_I.13E 3 rT MIN4PAUM.
BER'' EN 'A'ATER MAINS AND VACUUM TYPE SEWER PREFERABLY 10 FT.
AND AT LEAST 3 FT'SL1%%a11"1.
GRAVITY OR PRESSURE SANITARY SEWERS, WASTEWATER
MANS OR RE ^LN"AA R k1ATEf' PREFERABLY 10 FTT K� i _AT I FAPT 6 FT
NIAY GE REC1.,, ^, D TO 3 FT?�'JH RE 80170M OF WATER MAIN IS AT
LEAST 8 I' iG1-1cS f�3G�c }_JP 0= G�V: cR.
10 FT. �'0 � "'`! P ^•�t'' C+= 0 ^:-o'•TE S 'JJER TREAT "RENT CR 1:;Sr OSAL S1'STEPd.
Ib
DEPARTMENT OF HEALTH NOTES
WATER MAIN VERTICAL SEPARATIONS
SEPARATIONS BEi'JVEEPJ WATER MAINS AND c
TYPE SEWER, OR STORM SEYJERS, T cGRAVITY SEWER, VACUUM
LEAST 6 INCHES A'3OVE OR ;,T LEAS 0 BE PREPERRA13LY 12 INCHES OR AT
7121NCkEb EI LNF�`�'� ",pW.•
PRESSURE SANITARY SEWER WASTEWATER OR STOR%1 WATER FORCE
MAIN, OR RECLAIMED WATER, AT LEAST 12 INCHES ABOVE OR BELOW.•
NOTE: CENTER 1 -FULL LEPIGHT OF WATER MAIN PIPE AT
CriOSSRNGS �LTEisNATIVELY ARf;;1;; ^k
PIPES SO JOINTS ARE A7
LEr "1J7 J FCEI FROj,q JJ;�T3 IN V.iCiUU�•I,
FCRCE MAINS. k7 LEAST 6 FEET F . STORM OR STORM
PRESSURE SEti "JERs, 'd1ASTEWATER FORCEt?'AINS OR
RECLAIMED
VJAi CR.
LANDSCAPE LANDSCAPE LANDSCAPE
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PROP 4' -DIP PRIVATE FIRE LINE
PROP 4" -DIP TO FIRE DEPT CONNE1ON
NOTES
1- CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES NOTIFICATION CENTER
U.N.C.LE AT 1- 800 432 -4770 PRIOR TO COMMENCING
ANY DIGGING TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES.
_ 2- EXISTING U11UTIES ARE PLOTTED FROM BEST AVAILABLE INFORMATIONN. CONTACT
U71UTY AGENCIES BEFORE CONSTRUCTION IS STARTED TO VERIFY LOCATION 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 FAMIUARIZING HIMSELF WITH CURRENT SITE CONDITIONS, AND SHAD. REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK.
5- ALL EXISTING FEATURES BEYOND CONSTRUCTION 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.
APR 0 2 2004
Dade County Department
of Public Health
Engineering Section
MIN
LANDSCAPE
133.85'
LANDSCAPE
J L
� r
PROP CLEAN OUT
8"- PVC INV EL 1.0
SEE MEP DWGS FOR
SHEET P -1 FOR COP
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(DOII
1- 1 " -PVB PER WS 4.19 (IRRIi
TRASH
I
PROP FIRE DEPT
CONNECTION
8- IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND
AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND
APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE
DNGINOL
9- MONUMENTS 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
PAMDA94T ARE TO BE SAW -CUT.
11- AFTER REMOVAL, DEMOUSHED ASPHALTIC CONCRETE SURFACES, CONCRETE SIDEWALKS
AND GUTTERS 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- EXISTING ASPHALT PAVEMENT AND DRAINAGE STRUCTURES OUTSIDE UMITS SHALL REMAIN UNDISTURBED
14- SEE ELECTRICAL PLAN FOR RELOCATION OF EXIST ELECTRICAL LINES AND LIGHT POLES
15- SAW CUT 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 OWNER 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 WITH SELECT LIME ROCK FILL
WATER & SEWER PLAN
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59 LOCATION MAP
SCALE 1" =300'
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 FOR ALL MATERI S
2,- COVER OVER WATER OR SEWER FORCE MAINS SHALL BE V - 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 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 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 L 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" SHOVING 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 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
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 EXISTING MAINS WITH A TAPPING SLEEVE AND TAPPING
VALVE WILL BE PERFO Y DEPARTMENT FORCES. UNDER NO
CIRCUMSTANCES WILL ONTTRA R BE PERMITTED TO TAP
EXISTING MAINS IN SIZE -144W S ECIFIED ABOVE.
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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 -DADE COUNTY, FLORIDA.
'AS- BUILT" REQUIREMENTS
AS PER GS 0.5
I. AT THE COMPLETION OF ANY WATER AND SEWER JOB, THE CONTRACTOR SHALL
SUBMIT:
A. "AS- BUILT" MYLAR 24" X 36` (MIN. 4 MIL THICKNESS) FOR EACH 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:
A. 24' X 36" MYLAR IN INK ONLY.
B. THE WORD "AS- BUILT" IN LARGE LETTERS.
C. TITLE BLOCK WITH DEPARTMENT E.R. 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 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.
1. IDENTIFY ALL CONTROL LINES (I.E. BLDG. LINE, P/L. R /N. 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. PLAN SHOWING SIZE, MATERIAL AND OFFSET OF MAIN, DEFLECTIONS (IF
ANY). STATION OF SERVICES, HYDRANT'S AND FITTINGS AT THE MAINLINE
(IF PERPENDICULAR TO 17). AND AT MAIN AND END OF SERVICE 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
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, LABEL NORTH,
SOUTH, ETC) AND STATION STARTING AT 0+00 AT DOWN §TREAM
MANHOLE * OTHER SCALES MAY BE PERMITTED, BUT MUST BE
APPROVED BY THE DEPARTMENT PRIOR TO PREPARA OF
DRAWINGS
5. FORCEMAIN 'AS- BUILTS" SAME AS WATER
APPROVE
" WATER SUPPLY ON Y
STATE OF FLORID
BY 14111 1
M AMI -DADE DEPART
Permit N. n n I r) wm
CERTIFIED. DATE: 4�a
SUPERVISOR / 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.
J
WATER PERMIT SEWER PERMIT
WB 2004 - 0 3 2 SB 2003 - 5 3 2.
APPR APPROVED AS REVISED4
B DATE:
M Q3 Z
10.4 .10.2 ;
ST.GRADE 10
bi N QI' I,s -rfli,
-6.2 1 6.2
PROP 4' DIP WM
WATERMMN PROFILE
SCALE I
M
JCHAS & ASSOCIATES, PA
ARCHITECTURE PLANNING INTERIORS
4361 S.W. 11TH STREET
Miami, Florida 33146
TEL: (305) 989 3149
FAX: (305) 4471501
JACHASTANET@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
CONSULTANTS:
CIVIL ENGINEER
Rodolfo Ibarra PE PA
10300 Sunset Drive # 275f
Miami Fla 33173\
Tel 305- 273 -1830
Fax 305-598-1059 %0411'1111'I/lio��
PE 45901 �.,0,Lt11t ';� ;r
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DATE:
10 -30 -03
REVISIONS:
PROJECT No.
03 -060
DRAWN BY:
CHECKED BY:
JC
SCALE:
AS SHOWN
SHEET No.
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