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FILE: K:\PROJECTS\01-xxx\01-2462\dwg\2462wsnotes.dwg
DATE: Aug 23, 2002 - 2:05pm EST
[LAYOUT. 2406 -plotter]
AS -BUILT REQUIREMENTS
1. 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 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 PFRMANFNT RFFFRFNCF POINT (I.F. CFNTFR I INF,
SECTION LINE, ETC.), AND TO RUN CONTINUOUSLY TO END OF MAIN AT OF PIPE.
H. EASEMENTS, IF ANY, TIED TO PERMANENT REFERENCE POINT.
I. IDENTIFY ALL CONTROL LINES (I.E. BLDG. LINE, PROPERTY LINES, RIGHT—OF—WAY, ETC.).
J. ALL "PROPOSED" INFORMATION TO BE REMOVED FROM MYLAR, LEAVING ONLY "AS—BUILT"
INFORMATION REFLECTED IN DRAWINGS.
3. WATER "AS—GUILTS" MUST INCLUDE:
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A. PLAN SHOWING SIZE, MATERIAL AND OFFSET OF MAIN, DEFLECTIONS (IF ANY),
STATION OF
SERVICES, HYDRANTS ARD FITTINGS AT THE MAINLINE (IF PERPENDICULAR TO IT),
AND AT MAIN 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 CORRESPONDING STATION), SIZE AND MATERIAL
OF PIPE AND
REFERENCE TO PLAN.
4. SEWER "AS—BUILT" MUST INCLUDE:
O
A. PLAN SHOWING MANHOLE NUMBER, SIZE AND MATERIAL OF PIPE, DEFLECTICN,
IF ANY (FORCE
MAIN ONLY), AND LOCATION OF LATERALS WITH REFERENCE TO MANHOLE.
B. PROF11 E 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 DOWNSTREAM
MANHOLE.
* OTHER SCALES MAY BE PERMITTED, BUT MUST BE APPROVED BY THE DEPARTMENT PRIOR TO
PREPARATION OF DRAWINGS.
5. FORCE MAIN "AS—BUILTS": SAME AS WATER,
M.D.W.A.S.D. GENERAL CONSTRUCTION NOTES
1. ALL MATERIALS 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 MATERIALS.
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 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 AND LOCATION) SHALL BE AS REQUIRED BY DADE COUNTY
FIRE DEPARTMENT OR THE APPROPRIATE FIRE AGENCY WITH INSTALLATION IN ACCORDANCE WITH
DEPARTMENT STANDARDS.
8. CONTRACTOR MUST CALL M—DWASD INSPECTION DIVISION TO ARRANGE FOR A PRECONSTRUCTION
MEETING 48 HOURS PRIOR TO PROPOSED START OF CONSTRUCTION. CONTACT ONE CALL CENTER 48
HOURS PRIOR TO EXCAVATION.
9. DEPARTMENT PERSONEL 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 AND 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 "AS—BUILT"
WHICH HAVE 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 MDWASD 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 PERFORMED BY DEPARTMENT
FORCES. UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE PERMITTED TO TAP EXISTING MAINS IN
THE SIZE RANGE SPECIFIED ABOVE.
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