08-40-02312' WA TER DIS TRIBU TION PROFILE
SCALE- P-20' HORIZ., 1'-2' VERT.
DIRE SERVICE 4' W.M. CONN. TO EXIST.
(LINE 'A') (LINE 'B')
DOMESTIC SERVICE
(LINE 'C')
VolA TER PROFILES
SCALE, 1'-20' HORIZ., 1--2' VERT.
FIRE HYDRANT
(LIfiE 'A•)
4' W.M. CONN. TO EXIST.
(LINE 'E ')
♦Y44' •oLyr U
W 4 l
L. 4"i Ki W L
V i
yvu `UVW V l
WASD WATER AND SEWER NOTES
SHEET 1 OF 2 (GS 0.5)
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 FTL£ WITH 77YE DEPARTMENT. SUBMIT SCOP
DRAWINGS FOR ALL MATERIALS
2. COVER OVER WATER OR SEWER FORCE MAINS SHALL BE 4'-0" MIN.
J. ALL MAIN LINE VALVES SHALL BE INSTALLED COMPLETE WTH 10" RISER PIPE
AND NO. 3 OR 53 VALVE BOX. FIRE HYDRANTS AND SERVICE VALVES SHAT' BE
INSTALLED COMPLETE WITH 6" RISER PIPE AND NO. 2 VALVE BOX.
4. ALL FORCE MAIN S£ROC£ CONNECTIONS INTO PRESSURE TRANSMISSION MAINS
SHALL HAVE A SHUT OFF VALVE AND CHECK VALVE AT THE POINT OF EN7RY.
5. ALL GRAVITY SY57F'MS SHALL BE CONS7RUC70 IN ACCORDANCE WITH
DEPARTMENT STANDARDS
6. ALL WA7E'R METERS WILL BE INSTALLED BY THE MIAMI-DADE WA7ET AND
SEWER DEPAR7MENT PROVIDING THE APPROPRIATE CHARGES HAVE BEEN
PREPAID.
7. FIRE HYDRANT REQUIREMENTS (NUMBER AND LOCA 77ON) SHALL BE AS
REQUIRED BY DADE COUNTY FIRE DEPARTMENT OR THE APPROPRIA7E FIRE
AGENCY WITH INSTALLA77ON IN ACCORDANCE WITH DEPARTMENT STANDARDS
d. CONTTACTOR MUST CALL M-DWASD INSPEC77ON DIVISION 70 ARRANGE FOR A
PRECONS7RUCRON MEE77NG 48 NRS PRIOR TO PROPOSED START OF
CONS 7RUC77ON. CONTACT ONE CALL CENTER 48 HRS. PRIOR TO EXCAVATION.
9. DEPARTMENT PERSONNEL WILL INSPECT ALL FACIL177ES APPROVED BY THIS
DEPARTMENT ALL OTHER REQUIREMENTS OF THE PERMIT77NG AGENCY SHALL
BE IN ACCORDANCE WITH THEIR STANDARDS AND REQUIREMENTS
10. WORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED AS
COMPLE7F UN77L FINAL ACCEPTANCE OF THE SY57FM BY THE DEPARTMENT
AND UN77L THE FOLLOWING DOCUMENTS ARE RECEIVED AND APPROVED BY THE
DEPARIMENT
1. EASEMENTS, IF REQUIRED
2. CON7RACTOR'S WAIVER AND RELEASE OF LIEN
3. ABSOLUTE BILL OF SALE
4. A. CON7RACTOR'S LETTER OF WARRANTY (I.E.., LETTER AGREEMENT)
B DEVELOPER'S CON7RACT BOND (I.E., CON7RACT AGREEMENT)
5. %-BUILT" 4 MIL MYLAR 24" X 36" SHOWING SPECIFIC LOCATIONS,
DEPTHS, ETC., OF ALL WA7ER FACIL I77ES 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 PRINTS3-FOR
WA TER, 4 -FOR SEWER AND 5 -FOR FORCE MAIN OR PUMP STA 77ON
PROJECTS)
6. H.R.S. LETTER OF RELEASE REQUIRED FOR ALL WATER PROJECTS.
11. ALL NEW CONNEC77ONS FROM EXIS77NG DEPARTMENT MAINS TO BE MADE BY
DEPARTMENT FORCES ONLY. THE CONTRACTOR TO EXCAVA7E AT REQUIRED
LOCATIONS, PROVIDE AND INSTALL MA7ERIAL WITH FITTINGS, PRIOR TO TAP.
12. AN APPROVED PAVING AND DRAINAGE PLAN MUST BE SUBMIT70 TO MOWASO
FOR ALL NEW SUSDIVISIONS PRIOR TO APPROVAL OF WATER AND SEWER PERMIT
PLANS, UPON REQUEST.
13. UNLESS 07HERWISE SPECIFIED, ALL TAPS 20 INCHES AND SMALLER FOR
CONNEC77ONS TO EXIS77NG MAINS WITH A TAPPING SLEEVE AND TAPPING
VAL VE WILL BE PERFORMED BY DEPARTMENT FORCES UNDER NO
CIRCUMSTANCES WILL THE CON7RACTOR BE PERMITTED TO TAP EXIS77NG
MAINS IN THE SIZE RANGE SPECIFIED ABOVE.
' CALL 48 HOURS BEFORE YOU DIG IN FLORIDA'
1-=00-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
------- ------------------
SHEET 2 OF 2 (GS 0.5)
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.
S. THE WORD "AS -BUIL T" IN LARGE LETTERS.
C. 777LE BLOCK IMTV DEPARTMENT E. R. NUMBER AND PERTINENT INFORMATION.
D. PREFERRED SCALE TO BE I" = 40' HORIZONTALL Y AND 1' = 4' VER77CALL Y.
E. STREET NOMENCLA7VRE.
F SEPARA7E WA7ER AND SEWER PROFILE.
G. STA77ON MAIN STAR77NG WW 0 -k 00 AT PERMANENT REFERENCE POINT (I E,
C i ETC.), AND TO RUN CONTTNUOUSL Y TO END OF MAIN A T C OF PIPE.
H. EASEMENTS, IF ANY, 77ED TO PERMANENT REFERENCE POINT.
1. IDEN77FY ALL CONTROL LINES (11 BLDG. LINE P/L, RAW ETC.).
J. ALL "PROPOSED" INFORMATION TO BE REMOVED FROM MYLAR, LEAVING ONLY
"AS -BUILT" INFORMA776N REFLECTED IN DRAWINGS
3. WA7ER "AS -BUIL TS" MUST INCLUDE
A. PLAN SHOWING SIZE, MA 7FRIAL AND OFFSET OF MAIN, DEFLIC7701VS (IF
ANY), STA 77ON OF SERVICES, HYDRANTS AND RT77NGS AT 7H£ MAINLINE
(IF PERPENDICULAR TO IT), AND AT MAIN AND END OF SERVICE IF ANY
07HER ANGLE, AND DEFLEC77ON OF PIPE, IF ANY.
Q PROFILE SHOWING TOP OF GROUND AND TOP OF PIPE ELEVA77ONS AT
EVER 100' STA 77ON AND AT ANY CHANGE IN GRADE (WITH
CORRESPONDING STA 77ON), SIZE AND MA TERIAL OF PIPE AND REFERENCE
TO PLAN.
4. SEWER "AS -BUIL TS" MUST INCLUDE
A. PLAN SHOWING MANHOLE NUMBER, SIZE AND MATERIAL OF PIPE,
DEFLEC710N, IF ANY (FORCE MAIN ONLY), AND LOCA 77ON OF LA7FRALS
W71H REFERENCE TO MANHOLE.
B. PROFILE SHOWING MANHOLE NUMBER (AS PER PLAN), RIM AND INVERT
ELEVA77ONS (IF MORE THAN ONE INVERT, LABEL NORTH, SOUTH, ETC.),
AND STA 77ON STAR ANG A T 0 t DO AT DOWNSTREAM MANHOLE.
5 FORCE MAIN AS-BUKTS".• SAME AS WA7ER.
* OTHER SCALES MAY BE PERMITTED, BUT MUST BE APPROVED BY 7HE
DEPARTMENT PRIOR TO PREPARATION OF DRAWINGS.
ALL VERTICAL BENDS ARE TO BE RESTRAINED
DEPT. OF HEALTH NOTES
(NOT PART OF MDWASD PERMIT)
NATER MAIN HORIZONTAL SEPARATIONS
SEPARATIONS SHALL BE MEASURED OUTSIDE EDGE TO OUTSIDE EDGE.
BETWEEN WATER MAINS, AND STORM SEWERS, STORMWATER FORCE
MAINS, OR RECLAIMED WATER LINES, SHALL BE 3 FT. MINIMUM.
BETWEEN WATER MAINS AND VACUUMM TYPE SEWER PREFERABLY 10
FT. AND AT LEAST 3 FT. MINIMUM.
GRAVITY OR PRESSURE SANITARY SEWERS, WASTEWATER FORCE MAINS
OR RECLAIMED WATER PREFERABLY 10 FT. AND AT LEAST 6 FT. MAY
BE REDUCED TO 3 fT WHERE BOTTOM OF WATER MAIN IS AT LEAST
6 INCHES ABOVE TOP OF WATER.
10 FT. TO ANY PART OF ON-SITE SEWER TREATMENT OR DISPOSAL
SYSTEM.
WATER MAIN tiERTICAL SEPARATIONS
SEPARATIONS BETWELN WATER MAINS AND GRAVITY SEWER, VACUUM
TYPE SEWER, OR STORM SEWERS, TO BE PREFERABLY 12 INCHES OR
AT LEAST 6 INCHES ABOVE OR AT LEAST 12 INCHES BELOW*
PRESSURE SANITARY SEWER, WASTEWATER OR STORM WATER FORCE
MAIN, OR RECLAIMED WATER, AT LEAST 12 INCHES ABOVE OR BELOW.*
*
NOTE.- CENTER 1 -FULL LENGTH OF WATER MAIN PIPE AT LEAST
ALTERNATIVELY ARRANGE PIPES SO JOINTS ARE AT LEAST 3 FEET
FROM JOINTS IN VACUUM, STORM OR STORM FORCE MAINS AT LEAST
d FEET FROM JOINTS IN GRAVITY OR PRESSURE SEWERS, WASTEWATER
FORCEMAINS OR RECLAIMED WATER.
#26000522
ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL:
MONEY J. MATEU
AM 0008220
JMM CONSULTING ENGINEERS, LLC
M.E.P.
12651 S DIXIE HIGHWAY, SUITE 209
MIAMI, FLORIDA 33156
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4869 SW 75TH AVENUE
MIAMI, FLORIDA 33155
PISTORINO & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
7171 SW 62ND AVENUE -;'.4TH FLt 6k"' »
MIAMI, FLORIDA 3314`3' , "t« w=
FL. REG, No.: EIe��004397 ,��
!A/ e
MANUEL D. GARCIA
FL, P.E. No.: 47639
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GAILES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATEU ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR BY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
'E TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT/FNGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
v
•
U
DERMS NOTES ON WATER V •'
• U
W •'
& SEWER INSTALLATIONS
Y4U W
iyUUf•
,(NOT PART OF WASD PERHPPI
w +
W
u
1. A HORIZONTAL DISTANCE OF 10 FT. SHALL BE MAINTAINED
'
BETWEEN WATER AND SEWER MAINS WHEN THE 10 FEET HORIZONTAL
DISTANCE CRITERIA CANNOT BE MET DUE TO AN EXISTING
SHEET TITLE
UNDERGROUND FACILITY CONFLICT, THE SEWER SHALL BE CONSTRUCTED
WATER &
OF DUCTILE IRON PIPE WITH MECHANICAL JOINTS
PROFILES
2. A VERTICAL DISTANCE OF AT LEAST ld INCHES SHALL BE
GENERAL
MAINTAINED BETWEEN ANY WATER AND SEWER MAINS. THE
SHEET:
SEWER SHALL BE A DUCTILE IRON SINGLE 20 FEET LENGTH
C-5
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).
J. 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 AN PROPOSED CONDITIONS.
4. THE MAXIMUM ALLOWABLE EXFILTRATION RATE OF GRAVITY SANITARY
SEWERS CONSTRUCTED IN A PUBLIC WELLFIELD 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 PIPE DIAMETER PER MILE PER DAY FOR NON-RESIDENTIAL LAND USE.
1
5. FORCE MAIN SEWERS CONSTRUCTED IN A PUBLIC WELLFIELD
PROTECTION AREA SHALL 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 IN AMERICAN WATER WORKS ASSOCIATION
r
STANDARD (AWWAS)C600-82 AT A TEST PRESSURE OF 100 POUNDS
PER SQUARE INCH.
r
THE REINFORCED CONCRETE PRESSURE SANITARY SEWER FORCE MAIN
EXFILTRATION RATE SHALL NOT BE GREATER THAN ONE-HALF (1/2)
THE ALLOWABLE LEAKAGE RATE 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 FROM THE OUTSIDE BELL OF THE WATER AND SEWER
PIPE TO THE OUTSIDE OF THE UTILITY PIPE:
d. WHEN THE 3 FEET 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 SAME TRENCH PARALLEL TO
AND ABOVE EXISTING WATER AND SEWER PIPES EXCEPT
WHERE THEY CROSS. ANY DEVIATION FROM NOTES 6, 7 AND d
SHALL BE APPROVED IN WRITING BY THE RESPONSIBLE WATER
AND SEWER UTILITY.
10. A NON-RESETTABLE ELAPSE TIME METER SHALL BE INSTALLED
AT EACH PUMP TO RECORD THE TOTAL OPERATING HOURS OF THE
STATION.
WASD WATER AND SEWER NOTES
SHEET 1 OF 2 (GS 0.5)
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 FTL£ WITH 77YE DEPARTMENT. SUBMIT SCOP
DRAWINGS FOR ALL MATERIALS
2. COVER OVER WATER OR SEWER FORCE MAINS SHALL BE 4'-0" MIN.
J. ALL MAIN LINE VALVES SHALL BE INSTALLED COMPLETE WTH 10" RISER PIPE
AND NO. 3 OR 53 VALVE BOX. FIRE HYDRANTS AND SERVICE VALVES SHAT' BE
INSTALLED COMPLETE WITH 6" RISER PIPE AND NO. 2 VALVE BOX.
4. ALL FORCE MAIN S£ROC£ CONNECTIONS INTO PRESSURE TRANSMISSION MAINS
SHALL HAVE A SHUT OFF VALVE AND CHECK VALVE AT THE POINT OF EN7RY.
5. ALL GRAVITY SY57F'MS SHALL BE CONS7RUC70 IN ACCORDANCE WITH
DEPARTMENT STANDARDS
6. ALL WA7E'R METERS WILL BE INSTALLED BY THE MIAMI-DADE WA7ET AND
SEWER DEPAR7MENT PROVIDING THE APPROPRIATE CHARGES HAVE BEEN
PREPAID.
7. FIRE HYDRANT REQUIREMENTS (NUMBER AND LOCA 77ON) SHALL BE AS
REQUIRED BY DADE COUNTY FIRE DEPARTMENT OR THE APPROPRIA7E FIRE
AGENCY WITH INSTALLA77ON IN ACCORDANCE WITH DEPARTMENT STANDARDS
d. CONTTACTOR MUST CALL M-DWASD INSPEC77ON DIVISION 70 ARRANGE FOR A
PRECONS7RUCRON MEE77NG 48 NRS PRIOR TO PROPOSED START OF
CONS 7RUC77ON. CONTACT ONE CALL CENTER 48 HRS. PRIOR TO EXCAVATION.
9. DEPARTMENT PERSONNEL WILL INSPECT ALL FACIL177ES APPROVED BY THIS
DEPARTMENT ALL OTHER REQUIREMENTS OF THE PERMIT77NG AGENCY SHALL
BE IN ACCORDANCE WITH THEIR STANDARDS AND REQUIREMENTS
10. WORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED AS
COMPLE7F UN77L FINAL ACCEPTANCE OF THE SY57FM BY THE DEPARTMENT
AND UN77L THE FOLLOWING DOCUMENTS ARE RECEIVED AND APPROVED BY THE
DEPARIMENT
1. EASEMENTS, IF REQUIRED
2. CON7RACTOR'S WAIVER AND RELEASE OF LIEN
3. ABSOLUTE BILL OF SALE
4. A. CON7RACTOR'S LETTER OF WARRANTY (I.E.., LETTER AGREEMENT)
B DEVELOPER'S CON7RACT BOND (I.E., CON7RACT AGREEMENT)
5. %-BUILT" 4 MIL MYLAR 24" X 36" SHOWING SPECIFIC LOCATIONS,
DEPTHS, ETC., OF ALL WA7ER FACIL I77ES 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 PRINTS3-FOR
WA TER, 4 -FOR SEWER AND 5 -FOR FORCE MAIN OR PUMP STA 77ON
PROJECTS)
6. H.R.S. LETTER OF RELEASE REQUIRED FOR ALL WATER PROJECTS.
11. ALL NEW CONNEC77ONS FROM EXIS77NG DEPARTMENT MAINS TO BE MADE BY
DEPARTMENT FORCES ONLY. THE CONTRACTOR TO EXCAVA7E AT REQUIRED
LOCATIONS, PROVIDE AND INSTALL MA7ERIAL WITH FITTINGS, PRIOR TO TAP.
12. AN APPROVED PAVING AND DRAINAGE PLAN MUST BE SUBMIT70 TO MOWASO
FOR ALL NEW SUSDIVISIONS PRIOR TO APPROVAL OF WATER AND SEWER PERMIT
PLANS, UPON REQUEST.
13. UNLESS 07HERWISE SPECIFIED, ALL TAPS 20 INCHES AND SMALLER FOR
CONNEC77ONS TO EXIS77NG MAINS WITH A TAPPING SLEEVE AND TAPPING
VAL VE WILL BE PERFORMED BY DEPARTMENT FORCES UNDER NO
CIRCUMSTANCES WILL THE CON7RACTOR BE PERMITTED TO TAP EXIS77NG
MAINS IN THE SIZE RANGE SPECIFIED ABOVE.
' CALL 48 HOURS BEFORE YOU DIG IN FLORIDA'
1-=00-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
------- ------------------
SHEET 2 OF 2 (GS 0.5)
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.
S. THE WORD "AS -BUIL T" IN LARGE LETTERS.
C. 777LE BLOCK IMTV DEPARTMENT E. R. NUMBER AND PERTINENT INFORMATION.
D. PREFERRED SCALE TO BE I" = 40' HORIZONTALL Y AND 1' = 4' VER77CALL Y.
E. STREET NOMENCLA7VRE.
F SEPARA7E WA7ER AND SEWER PROFILE.
G. STA77ON MAIN STAR77NG WW 0 -k 00 AT PERMANENT REFERENCE POINT (I E,
C i ETC.), AND TO RUN CONTTNUOUSL Y TO END OF MAIN A T C OF PIPE.
H. EASEMENTS, IF ANY, 77ED TO PERMANENT REFERENCE POINT.
1. IDEN77FY ALL CONTROL LINES (11 BLDG. LINE P/L, RAW ETC.).
J. ALL "PROPOSED" INFORMATION TO BE REMOVED FROM MYLAR, LEAVING ONLY
"AS -BUILT" INFORMA776N REFLECTED IN DRAWINGS
3. WA7ER "AS -BUIL TS" MUST INCLUDE
A. PLAN SHOWING SIZE, MA 7FRIAL AND OFFSET OF MAIN, DEFLIC7701VS (IF
ANY), STA 77ON OF SERVICES, HYDRANTS AND RT77NGS AT 7H£ MAINLINE
(IF PERPENDICULAR TO IT), AND AT MAIN AND END OF SERVICE IF ANY
07HER ANGLE, AND DEFLEC77ON OF PIPE, IF ANY.
Q PROFILE SHOWING TOP OF GROUND AND TOP OF PIPE ELEVA77ONS AT
EVER 100' STA 77ON AND AT ANY CHANGE IN GRADE (WITH
CORRESPONDING STA 77ON), SIZE AND MA TERIAL OF PIPE AND REFERENCE
TO PLAN.
4. SEWER "AS -BUIL TS" MUST INCLUDE
A. PLAN SHOWING MANHOLE NUMBER, SIZE AND MATERIAL OF PIPE,
DEFLEC710N, IF ANY (FORCE MAIN ONLY), AND LOCA 77ON OF LA7FRALS
W71H REFERENCE TO MANHOLE.
B. PROFILE SHOWING MANHOLE NUMBER (AS PER PLAN), RIM AND INVERT
ELEVA77ONS (IF MORE THAN ONE INVERT, LABEL NORTH, SOUTH, ETC.),
AND STA 77ON STAR ANG A T 0 t DO AT DOWNSTREAM MANHOLE.
5 FORCE MAIN AS-BUKTS".• SAME AS WA7ER.
* OTHER SCALES MAY BE PERMITTED, BUT MUST BE APPROVED BY 7HE
DEPARTMENT PRIOR TO PREPARATION OF DRAWINGS.
ALL VERTICAL BENDS ARE TO BE RESTRAINED
DEPT. OF HEALTH NOTES
(NOT PART OF MDWASD PERMIT)
NATER MAIN HORIZONTAL SEPARATIONS
SEPARATIONS SHALL BE MEASURED OUTSIDE EDGE TO OUTSIDE EDGE.
BETWEEN WATER MAINS, AND STORM SEWERS, STORMWATER FORCE
MAINS, OR RECLAIMED WATER LINES, SHALL BE 3 FT. MINIMUM.
BETWEEN WATER MAINS AND VACUUMM TYPE SEWER PREFERABLY 10
FT. AND AT LEAST 3 FT. MINIMUM.
GRAVITY OR PRESSURE SANITARY SEWERS, WASTEWATER FORCE MAINS
OR RECLAIMED WATER PREFERABLY 10 FT. AND AT LEAST 6 FT. MAY
BE REDUCED TO 3 fT WHERE BOTTOM OF WATER MAIN IS AT LEAST
6 INCHES ABOVE TOP OF WATER.
10 FT. TO ANY PART OF ON-SITE SEWER TREATMENT OR DISPOSAL
SYSTEM.
WATER MAIN tiERTICAL SEPARATIONS
SEPARATIONS BETWELN WATER MAINS AND GRAVITY SEWER, VACUUM
TYPE SEWER, OR STORM SEWERS, TO BE PREFERABLY 12 INCHES OR
AT LEAST 6 INCHES ABOVE OR AT LEAST 12 INCHES BELOW*
PRESSURE SANITARY SEWER, WASTEWATER OR STORM WATER FORCE
MAIN, OR RECLAIMED WATER, AT LEAST 12 INCHES ABOVE OR BELOW.*
*
NOTE.- CENTER 1 -FULL LENGTH OF WATER MAIN PIPE AT LEAST
ALTERNATIVELY ARRANGE PIPES SO JOINTS ARE AT LEAST 3 FEET
FROM JOINTS IN VACUUM, STORM OR STORM FORCE MAINS AT LEAST
d FEET FROM JOINTS IN GRAVITY OR PRESSURE SEWERS, WASTEWATER
FORCEMAINS OR RECLAIMED WATER.
#26000522
ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL:
MONEY J. MATEU
AM 0008220
JMM CONSULTING ENGINEERS, LLC
M.E.P.
12651 S DIXIE HIGHWAY, SUITE 209
MIAMI, FLORIDA 33156
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4869 SW 75TH AVENUE
MIAMI, FLORIDA 33155
PISTORINO & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
7171 SW 62ND AVENUE -;'.4TH FLt 6k"' »
MIAMI, FLORIDA 3314`3' , "t« w=
FL. REG, No.: EIe��004397 ,��
!A/ e
MANUEL D. GARCIA
FL, P.E. No.: 47639
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GAILES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATEU ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR BY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
'E TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT/FNGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605
DRAWN BY:
CHECKED BY:
ISSUE DATE:
REVISIONS
ADEPT OF HEALTH COMMFA/TS 03/0/01
SHEET TITLE
WATER &
SEWER
PROFILES
AND
GENERAL
NOTES
SHEET:
OF:
C-5