09-1045-006FLORIDA DEPARTMENT OF HEALTH (D.O.H.) NOTES
(Not part of M -D W.A.S.D. notes nor approved)
1. Storm drainage lines are treated the some as sanitary sewer lines. Exfitration
trenches are exempted.
2. Minimum 10 feet horizontal separation between water mains and sewer lines is
required. If unable to maintain minimum separation horizontally, each pipe shall
be shelved with minimum 18 inches vertical separation.
J. Force mains must have on 18 inch vertical separation from water lines. No
exceptions.
4. Sewer lines, including laterals, must have an 18 inch vertical clearance between
water mains and /or 6 inches minimum clearance if sewer line is D.I.P. and has no
joints within 10 feet of intersection (i.e., one 20 ft. joint D.I.P. centered on
intersection). Storm drainage lines ore exempt if D.I.P water main separation of
6" is maintained and both pipes have no joints within 10 feet of intersection.
5. Sewer laterals (services) shall have 18 inch clearance from water mains.
D.E.R.M. NOTES.
(Not part of M -D W.A.S.D. notes nor approved)
1. A horizontal distance of 10 feet shall be maintained between water and sewer
mains. When the 10 feet horizontal s
dJ tance 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 foot 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 rote of gravity sanitary sewers constructed
in a public well field 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 diameter per mile per day for non - residential land use.
5. Force main sewers constructed in a public well field protection area sholl be
either ductile iron or reinforced concrete pressure sewer pipe. The ductile iron
pipe exfiltration rate shall not be greater than the allowable leakage rate
specified int American Water Works Association Standard (AWWAS) C600 -82 at a
test pressure of 100 pounds per square inch.
The reinforced concrete pressure sanitary sewer force main exfiltration rate
shall not be greater than one- holf(O the allowable leakage rote specified in
AWWA C600 -82 at a test pressure of 100 pounds per square inch,
6. The contractor shall verify nature depth, character of existing underground
utilities prior to start of construction.
7. All other public or private utility facilities shall be constructed at least 3
feet from any water and sewer main as measured form the outside bell of the
water and sewer pipe to the outside of the utility pipe.
8. When the 3 foot 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.
9. In no case shall a contractor install utility pipes, conduits, cables, etc. in
the some 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.
10. A non- resettoble elapsed time meter shall be installed at each pump to record
the total operating hours of the station.
ENGINEER'S NOTE
(Not part of M -D W.A.S.D. notes nor approved)
1) All work shall be performed in accordance with the requirements, specifications
and standards of the City of South Miami Water & Sewer Dept., D.E.R.M., of
Miami -Dade Public Works Department.
2) These plans have been prepared with the best information available to the
engineer. The Engineering Contractor MUST notify the "UNDERGROUND UTILITIES
NOTIFICATION CENTER OF FLORIDA ", Phone No. 1 -800- 432 -4770, and the Florida
Power & Light Co., 48 hours prior to start of excavation and / or construction.
If any discrepancies are encountered to the extent that a "Field Revision" is
required, Engineer must be notified immediately.
3) Deviations from the approved pion shall not be permitted by the Engineering
Contractor without the written consent of the Engineer of Record and the City_
of Miami -Dade PIN Dept. Public works Dot.
4) All elevations refer to the National Geodetic Vertical Datum.
5) All existing structures and utilities shall be protected at all times during
excavation and construction. Neither the Engineer nor the Owner /-Developer
shall be responsible for damages resulting from the Engineering Contractor's
work. All existing pavement, utilities (above and below ground), or surface
features disturbed during construction sholl be restored to equal or better
condition by the contractor in accordance with Homestead Public Works Dept.
Standards and Specifications or as directed by the Engineer / Inspector.
6) Services connected with job safety are not part of this plan / contract.
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THE PROJECT
7641 S.W. 62nd AVENUE
REVISION.
NW. COR.UP NW. 114,
DATE: 1112512009
MIAMI, FLORIDA
SW.1 /4, NE.1 /4, OF SEC. 36.54 -00
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NE. COR. NW. 114, SW. 1/4,
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NE.i /4, SEC. 36 -5440
S . 76th STREET-
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SW.114, NE.i /4, CF SEC. 36 -54 -00
SECTION.36 - TOWNSHIP 54 SOUTH -,RANGE 40 EAST
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LEGAL DESCRIPTION
1. ALL MATERIALS AND LAHOR UNUEIR THIS PROJECI SHALL BE IN SIRICT ACCORDANCE WIIH IHE REQUIREMENIS OF IHE
MIAMI -DA.DE WAFER AND SFWER UEPAR[MFNIF AND SHALT_ CONFORM TQ ME SIANDARDS AND SPECIFICATIONS AVAIIARLE
AND ON FILL WITF! THE DEPAIZIMENT. 'SUUM,II SHaP_ORjPiINCS FOR ALL MATERIALS.
2, COVER OVER WATER OR SEWER FORGE MAINS SHAII HE 4' -O" MIN.
3. ALL MAIN LINE VALVES SHALL BE IN��[ALJ_ED COMPLEIE WIIH 10" RISER PIPES AND NO. 3 OR 63 VALVE BOXES FIRE
HYDRANTS AND SENVICF VALVES SI -I LI- BE INSTAI-LEU COMPI -EE WIITI 6" RISER PIPES AND NO. 2 VALVE BOXES.
ALL FORCE MAIN SERVICE CONNECIIONS INTO PRESSURE 11RANS.MISSION 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.
G. ALL WATER METERS WILL HE INSTALLED BY THE MIAMI -DAUE WATER AND SEWER DEPARTMENT PROi1DINC THE APPROPRIATE
CHARGES HAVE BEEN PREPAID.
7. FIRE HYDRANT REQUIREMENTS (NUMBER AND LOCATION) SHALL UE AS REQUIRED BY THE MIAMI -DADS COUNTY FIRE
DFPARIMENI OR THE APPROPRIATE FIRE AGENCY WIIH INSFALLAIION IN ACCORDANCF WIIH I)F.PART'MENI SIANDARDS.
B CONTRACTOR MUST CALL M -DWASD INSPECTION DIVISION TO ARRANCL FOR A PRECONSTRUCHON MEETING 2 FULL
BUSINESS DAYS 'IRUR TO PROPOSII) `iFANF OF CONSIRIICHUN. CONTACT ON[: CAI I CLNTER 46 IIRS PRIOR) TO
EXCAVAI'I OIN.
y. CONIRAGI IN51''E;;fOR WILL HZI'ECT ANY FACILITIES APPHOVIFI) HY IHE UEPARTMENI. ALT. UIHER AOUIRDJICNIS OF IHE
PERMIfTING AGENCY SIIALL BL IN ACCORDANCE-' WI'I'll THLIR SIMDU INUS AND RLQUIRLMLVIS.
1J, WOIRK PERFORMED UNDER IBIS PROJECT WILL N01 HE CONSIDERED AS COMPLETE UNTIL FINAL ACCEPIANCIE OF IIIL
SYSTEM HY HE OEPARTMENI ANO JNIIL HE FDIIOWING UUCLIMEN "TS ARF NECEIVLU ANU APPROVER HY HE ULPARTMENT-
a. EASEMENTS, IF REQUIRED.
b. CONTRACTOR'S 'IYAIVER AND RFIEASE OF LIEN.
c. ABSOLUTE HILL OF SALE
d. i. CONTRACIOR'S LETTER OF WARRANTY (I.E., LLTILR ACRLLP;IENI).
ii. DEVFLOPLR'S CONIRACI BOND (LE., CONIIlACT AGRFLMENI).
e. "A5- BlJll_T" PRINTS 74 °x35" SIIDIVING SPECIFIC LOCATIONS, DEPTH, ETC. OF ALL WATER AND SEWER FACII_ITIFS AS
LOCATED BY A LICENSED FLORIDA SURVEYOR, ALONG 8ITH PRINTS OF 'AS- BUILT" WHICH HAIJE BEEN SIGNED AND
SEALED HY A REGISTERED SURVEYOR. (NU. OF PRINTS: 3 - -FOR WATER, 4 -FOR GRAVITY SE'R'ER AND 5 -FOR FORCE MAIN
OR PUMP SIAIIOiN PROJECTS). IHL DEPARTMENT RESERVES IHE RIGHT TO REQUIRE SUkiM11TAL ON ELEGIRONC MEDIA
IN ACCORDANCE WITH SEC. 01775 `MAGNETIC MEDIA. SURMITTAL'.
T. H.R.S. LETTER OF RELEASE REQUIRED FOR ALL WATER PROJECTS.
g. HILL OF SALE SKFICH ( "x11 ") FOR 'WAIER AND SESVFR, SEPARAIFI.Y.
11. ALL Nl\Y CONNECTIONS FROM FXISMicu DEPARTMENT MAINS TO BE MADE BY DEPARTMENT FORCES CNLY. THE
CONII'i U10IN 10 IXCAVAIE Al RL'QUELD LOCAIIUNS, PROVIDE AND INSIALL MAIERIAL 0111 FIIIIiVGS, PRIOR 10 IAP,
12. AN AI'PROVED NAVINC AND DRAINAGE PLAN MIDST HE SUBMIIILU IO Ml)�ASD'IOR'ALL NEW SUDDIVICIONS PRIOR IO
APPROVAL OF WAIER AND SLWLR PERMIT PLANS, UPON PLQUESI.
1,5. UN[FSS wtHiu'NISI: wr(ALIED, ALL TAPS 20 INCITES AND S�ML.LR FOR CONNECTIONS 10 EXISIIPIC MAINS WILT,_
RLQUII�E A TAPPING SLELVE AND TAPPI'JG VALVE I'RO/IDED AND INSIALLED BY DEPARIlkNT FORCES. UNDER NO
CIRCUMSTANCLS WILL IIII_ CONTRACT -OR BE PLIA111H D TO TAP EX!SIING
MANS IN THE SIZE R AGIL 'WECIF IED AHOVL.
I T E ,M EROS � SPEC.
RLF RLF.
� /l1 DATE - APPROVED BY STANDARDA REQUIREMENTS
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MIAMI -DADE Q U I R E M E N T S
® - WA I'EI) ANA SEWER 0.5
CONSTRUCTION SHEET 1 OF 2.
aalo; u sEwEa CEPAItil4' Nf
1. AT TIIE COMPLETION OF ANY 'WATER AND SEWER JOB, EITI IER DONATION OR CONTRACT, THE CONTRACTOR
SHALL SUBMIT:
a, AS -BUILI PRINTS WHICII HAVE BEEN SIGNET? r1ND SFAI ID BY A FLORIDA LICENSED PRO1 ESSIONAI
SURVEYOR AND MAPPER. (QTY. or PRINTS, AS RIFOUIRrD HY -THE DEPARTMENT.)
2. "AS-- BUILT" FORMAL:
a, 24"x36' PRINTS
b_ LOCATION TAP SCALE SHOULD BE 1 " =300' AND SECTION - TOWNSIIIP - RANGE SHOULD BE SI10WN.
c_ THE WORD "AS- BUILT" IN LARGE LETTERS.
d. TITLE BLOCK WITH DEPARTMENT DS, DW OR ER N1,91FR AND PERTINFNT INFORMATION.
e. PREFERRED SCALE TO BE I` to' HORIZONTALLY AND 1 C VERTICALLY *.
f. STREET NOMENCLATURE.
y. SEPARATE AS- BUILTS FOR WATER AND SFWER.
h_ SEPARATE WATER AND SEWFR PROFILE.
I. STATIONING STARTING WITH 0 +00 AT PERMANENT REFERENCE POINT (I.E., CL, FL, ETC.) OR AS SHOWN
ON DESIGN PERMIT PLANS, AND TO RUN CONTINUOUSLY TO END OF MANN.
j. EASEMENTS, IF ANY, TIED IG PFI IiANENI RLIERENCL POINT.
k. IDENTIFY ALL CONTROL LINES (LE. BLDG. LINE, PROPERTY LINE, R /W, ETC).
I. ALL "PROPOSED" INFORMATION TO BE REMOVED FROM PRINTS, LEAVING ONLY "AS- BUILT" INFORMATION
RFFLECTED IN DRAWINGS.
J. WAFER "AS- HU11IS" MUST - INCLUDE:
a. PLANS SHOWING PIPE SIZE, MATERIAL AND OFFSET OF MANN, DEFLECTIONS (IF ANY', STATION OF
SERVICES, HYDRANTS AND FITTINGS AT THE MAINLINE (IF PERPENDICULAR TO IT) AND AT MAIN AND
C!)
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END OF SERVICES IF ANY, OMEN ANGLE, AND DEFT EC110N OF PIPE, IF ANY.
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b_ H'ROFILE SHOWING TOP OF ( POUND AND 10P 01 PIPE TI_EVATIONS AT EVERY 100' STATION AN�Vl �® � � y
ANY CHANCE IN GP,ADL ('WIIH CORRESPONDING `_>IAI10N), PIPE SIZE ANU'PIPF MATERIALS REFEREI F� i�X `)
TO PLAN. Q
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4. SEWER "AS DUILTS" MUST IhJCLIJDD LLJ �
a. I PLAN SHOWING MANIiOLE NUMBER, PIPE SITE AND PIPE VATFRIAL OF PIPE, DEFLECTION, IF ANY aq. ' W Q r--
(FORCE MAIN ONLY) AND LOCAIION OF IAI:-RAI_S WIIH TO MANIIOLE. �t � -� �t y ,i Z 2
b. PROFILE SHOWING MANHOLE NUMBER (AS PER PLAN), RIM AND INVERT ELEVATIONS (IF .MORE THA(N�.,� X CV
ONE INVERT, LABEL NOR[l], SOUTII , ETC), AND STATION STARTING AT EACH 0100 AT DOWNSTREAM Z � < LO MANHOLE:
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;i. FORCE MAIN "AS- BUIL-I "'AML: AS WATER .MAIN ABOVE. J CD
6_ EACH AS- B[JILT SHALL. 5HO' ^1'1 111E FLORIDA STATE PLANE COORDINATES (CURRENT RFAUJLISTMENT) OF All �''�/ U CO
THE MANHOLES AND VALVES AND OF AT LEAST TWO HOHIZONTAL CONTROL POINTS PROPERLY IDLNIIFIE[) ry Z Y
AND LOOMED WITHIN FHE PROJE 1: 1 1 I 0 of
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* OTHER ',CAI.E MAY BE PERMITTED, BUT MUST BE APPROVE_[) BY THE OFP co r
OF DRAWINGS. _ O o
I T E M CRO'ZS SPEC. 00
REF, REF.
ISSUE DATE APPROVED BY S I A N D A R 1) 1) F 1 A I L
MIAMI-DAD
t.3/ 11 /2009 - -- V.F.C. _ - G S DRA WN: R. G.
- - --
® - _____ "AS- BUILT" REQUIREMENTS 0 • J CHECKED: R.N.R.
DATER u SBF, CEPARTU NT - - -- - 'HEFT 2 OI 2 SCALE.- AS SHOWN
REVISION.
DATE: 1112512009
SEAL
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DATEI,`t,k #;� I ,'
OF 2 SHEET
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