01-0073-001 GENERAL NOTES HEALTH DEPARTMENT NOTES STANDARD REOUIREMENTS FOR WATER AND SEWER CONSTRUCT_ ION
o (NOT A PART OF WASD APPROVAL) (NOT A PART OF WASD APPROVAL)
1. ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.). 1. STORM DRAINAGE LINES ARE TREATED THE SAME AS SANITARY SEWER LINES. EXFILTRATION 1. ALL MATERIALS AND LABOR UNDER THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE MIAMI-DADE WATER AND
DRAINAGE TRENCHES ARE EXEMPTED. SEWER DEPARTMENT AND SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS AVAILABLE AND ON FILE WITH THE DEPARTMENT.
2. HORIZONTAL AND VERTICAL CONTROL POINTS SHALL BE PROVIDED BY THE OWNER, CONTRACTOR SHALL PROVIDE OWNER DRAWINGS FOR ALL MATERIALS.
WITH AT LEAST 2 WEEKS NOTICE OF HIS INTENT TO COMMENCE WORK. ALL CONSTRUCTION LAYOUT SHALL BE THE 2. MINIMUM 10 FEET HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES IS
RESPONSIBILITY OF THE CONTRACTOR. IN THE EVENT THAT CONTROL POINTS ARE DISTURBED BY CONTRACTOR, REQUIRED. IF UNABLE TO MAINTAIN MINIMUM SEPARATION HORIZONTALLY, EACH PIPE SHALL 2. COVER OVER WATER OR SEWER FORCE MAINS SHALL BE 4'-0" MIN. -
BE SHELVED A MINIMUM 18 INCHES VERTICAL SEPARATION.
CONTRACTOR SHALL PAY FOR ALL RESETTING OF CONTROL POINTS. 3. ALL MAIN LINE VALVES SHALL BE INSTALLED COMPLETE WITH 10" RISER PIPES AND NO. 3 OR 53 VALVE BOXES. FIRE HYDRANTS AND SERVICE
3. FORCE MAINS MUST HAVE AN 18-INCH VERTICAL SEPARATION FROM WATER LINES.
z T S. EXISTING CONDITIONS WERE TAKEN FROM THE BEST AVAILABLE DATA. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL NO EXCEPTIONS. VALVES SHALL BE INSTALLED COMPLETE WITH 6 RISER PIPES AND NO. 2 VALVE BOXES.
FTTA '�'� II�T�IL�L���. E XISTING AND PROPOSED WORK AND SHALL REPORT ANY DISCREPANCIES TO "HE OWNER AND ENGINEER PRIOR TO 4. SEWER LINES, INCLUDING LATERALS, MUST HAVE 18-INCHES VERTICAL CLEARANCE BETWEEN Y PEE MIT REQUIREMENTS 4. ALL FORCE MAIN SERVICE CONNECTIONS INTO PRESSURE TRANSMISSION MAINS SHALL HAVE A SHUT OFF VALVE AND CHECK VALVE AT THE POINT
AL PF OVISIONS STARTING WORK. WATER MAINS AND/OR 6 INCHES MINIMUM CLEARANCE IF SEWER LINE IS DIP AND HAS NO OF ENTRY.
DM. C)DE tI EXISTING UTILITIES ARE SHOWN BASED UPON THE BEST INFORMATION AVAILABLE. CONTRACTOR SHALL BE RESPONSIBLE JOINTS WITHIN 10 FEET OF INTERSECTION (I.E. ONE 20 FEET JOINT DIP CENTERED ON
tpROADWAY f i.ANS PREPARATIONS INTERSECTION). STORM DRAINAGE LINES ARE EXEMPT IF DIP WATER MAIN SEPARATION OF 6 5. ALL GRAVITY SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DEPARTMENT STANDARDS.
MANUAL -C 1 EAR ZONE`t'��PLES FOR CONTACTING ALL UTILITY COMPANIES AND HAVING THEIR FACILITIES FIELD LOCATED. CONTRACTOR WILL BE IS MAINTAINED AND BOTH PIPES HAVE NO JOINTS WITHIN 10 FEET OF INTERSECTION.
0 ROADWAY f ND TRAFFIC L)ESIGN RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES AND REPAIRING ANY DAMAGE TO EXISTING UTILITIES 6. ALL WATER METERS WILL BE INSTALLED BY THE MIAMI-DADE WATER AND SEWER DEPARTMENT PROVIDING THE APPROPRIATE CHARGES HAVE BEEN
STANDARDS - INDEX it CAUSED AS A RESULT OF HIS WORK, PREPAID.
CONSULTING ENGINEERING & SCIENCE, INC.
105 300 301 302 304 7. FIRE HYDRANT REQUIREMENTS (NUMBER AND LOCATION) SHALL BE AS REQUIRED BY DADE COUNTY FIRE DEPARTMENT OR THE APPROPRIATE FIRE
307 515-RU tAL1URBAN 546 SOUTH DIXIE HIGHWAY (S . R. 5) AGENCY WITH INSTALLATION IN ACCORDANCE WITH DEPARTMENT STANDARDS. 8925 , FLORIDA h STREET r SUITE loo
_ Q MIAMI, FRID 33176 (3G�) 378-555
17302 17346 -' - - - 8. CONTRACTOR MUST CALL MDWASD INSPECTION DIVISION TO ARRANGE FOR A. PRE-CONSTRUCTION MEETING 48 HOURS PRIOR TO PROPOSED START EB-OGO3r�i�R�Y
PROCESSORS II ITIALS: _,.,. U .S. HIGHWAY 1
OF CONSTRUCTION. 4
150' TO INTERSECTION: Ct S.W. 72nd 9. DEPARTMENT PERSONNEL WILL INSPECT ALL FACILITIES APPROVED BY THIS DEPARTMENT. ALL OTHER REQUIREMENTS OF THE PERMITTING AGENCY O
STREET AND SOUTH DIXIE HIGHWAY SHALL BE IN ACCORDANCE WITH THEIR STANDARDS AND REQUIREMENTS. \
10, PAVEMENT RESTORATION TO BE IN N 10. WORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED AS COMPLETE UNTIL FINAL ACCEPTANCE OF TfTE`*SYSTEM BY THE DEPARTMENT
ACCORDANCE W/ FLORIDA AND UNTIL THE FOLLOWING DOCUMENTS ARE RECEIVED AND APPROVED BY THE DEPARTMENT.
12"x6" TAPPING SLEEVE DOT STD. INDEX 307
RICHARD B. DO IV�YICII
R� 6" TAPPI �/ 1. EASEMENTS, IF REQUIRED
PE-19833 "(CIVIL)
WITHIN ��� 2. CONTRACTOR'S WAIVER AND RELEASE OF LIEN PRINTED-^�00
vi, ORK r� - 3. ABSOLUTE BILL OF SALE
--EXIST. "
-- - 4a. CONTRACTOR'S LETTER OF WARRANTY (I.E., LETTER AGREEMENT) DATE REMARK
D.0• T. - N - - - - - - ____ - _ - .- - - -- 12 D.I.P. WM-
F. b. DEVELOPER'S CONTRACT BOND (I.E. CONTRACT AGREEMENT)
EXIST. CONC. DEPTHS ETC.
EXIST. TRAFFIC CONTROL CONDUIT 5. "AS-BUILT' 4 MIL MYLAR 24"X36" SHOWING SPECIFIC LOCATIONS, , OF ALL WATER FACILITIES AS LOCATED BY A LICENSED
RIC HT OF Tf - ------------- -_--CURB & GUTTER ------__ ____,_ --- SURVEYOR, ALONG WITH TWO (2) PRINTS OF THE "AS-BUILT' WHICH HAVE BEEN SIGNED :AND SEALED BY A REGISTERED SURVEYOR OR ENGINEER OF
�'�� �" -- RECORD, AND ENDORSED BY THE CONTRACTOR.
J•3y
Oi, `01t4'i� - S 2" G.S.P. - -- --- - - - -- - '-- - - - - - -_ _ 6. H.R.S. LETTER OF RELEASE REQUIRED FOR ALL WATER PROJECTS.
- - - - _ - _ - - _- - - - -- - _ - - - - --- ----------
__ _ ""--"' - 11. ALL NEW CONNECTIONS FROM EXISTING DEPARTMENT MAINS TO BE MADE BY dEPART;MENT FORCES ONLY, THE CONTRACTOR TO EXCAVATE AT
----"'" ---- REQUIRED LOCATIONS, PROVIDE AND INSTALL MATERIAL WITH FITTINGS, PRIOR TO TAP.
�- ------ ---- 2" DOMESTIC METER "
„ PER WS 2.16 �EXL�T. STREET LIGHT CABLE EXIST. CONC, �
1 • 1/2"X2 CORP. STOP (PER SIDEWALK 12. AN APPROVED PAVING AND DRAINAGE PLAN MUST BE SUBMITTED TO MDWASD FOR ALL NEW SUBDIVISIONS PRIOR TO APPROVAL OF WATER AND
PER WS 4.13 �,,- - - ---R/W -" " i� SEWER PERMIT PLANS, UPON REQUEST. i
•-- - -'� 13. UNLESS OTHERWISE SPECIFIED, ALL TAPS 20 INCHES AND SMALLER FOR CONNECTIONS' TO EXISTING MAINS WITH A TAPPING SLEEVE AND TAPPING n
6"X4" REDUCER _ VALVE WILL BE PERFORMED BY DEPARTMENT FORCES. UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE PERMITTED TO TAP EXISTING MAINS IN
4" G.V. -- ( I THE SIZE RANGE SPECIFIED ABOVE.
1,111111111 i �''�o
' `-2" DOMESTIC WATER I � �,t
4" DOUBLE DETECTOR �- _ SUNSET DRIVE �;4, Iii.
4 FIRE •�
CHECK VALVE ASSEMBLY - -
(PER WS 4.20) I (COORD. EXACT SERVICE LOCATION I THIS PROJE, s.w. 72ND STREET
W/ PLUMBING DRAWINGS)
2" REDUCED PRESSURE ZONE BACKFLOW -
PREVENTION ASSEMBLY PER WS 4.18)
( CnM 48 ho�re before you dip. / r;� •.� `�� C�. �,°!
I PROPOSED 3-STY
MIXED-USE BUILDING It's the Lawl
/ / I I, �/Plilfii11j111
1-800-432-4770 / EXISTING
EXISTING BUILDINGS / ,���p� % %� BUILDINGSI I I'
I Sunshine State One Call of Florida, Inc.
I (COORD. EXACT S7'?'JICE LOCATIONS / ����c,• ,��/ ,� \ I I
W/ PLUMBING DRA�IfiiNGS)
.. _. .. �p PROPOSE[ I I
I IXED-U
X IS VAL11D FOR E
YEAR AND D :E t° . R' LtE THE
EXISTING BUILDINGS I I I I / E 31r,0E'7 P, E' C0 Rz TOi? FROM
.,.._ 13 �. 13 CGIMPLIAi��0 Nff ALLC UNTYAi r MIXED USE
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