00-0445-011 1 9`
,
II
FLORIDA DEP/DADS COUNTY DERM NOTES
ON WATER-SEWER INSTALLATION
(NOT PART OF WASD NOTES OR APPROVAL)
CONSULTING �IEERING & SCIENCiINC.
EXISTING CONC. 8925 S.W. 148th1# r{ , 04
1 . A HORIZONTAL DISTANCE OF 10 FT. SHALL BE MAINTAINED BETWEEN WATER AND SEWER MAINS. WHEN THE 10 FEET SIDEWALK MIAMI, FLORIDA 7 �.�`�,�\�k,0�
HORIZONTAL DISTANCE CRITERIA CANNOT BE MET DUE TO AN EXISTING UNDERGROUND FACILITY CONFLICT, THE SEWER
SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH MECHANICAL JOINTS. :v :^r• '' � , ,' .
uj
EXISTING CURB R/W LINE
2. A VERTICAL DISTANCE OF AT LEAST 18 INCHES SHALL BE MAINTAINED BETWEEN ANY WATER AND SEWER MAINS. THE ARM
SEWER SHALL BE A DUCTILE IRON SINGLE 20 FEET LENGTH CENTERED ON THE CROSSING IF THE MINIMUM VERTICAL & GUTTER I =
DISTANCE IS LESS THAN 18 INCHES OR THE SEWER IS INSTALLED ABOVE THE WATER MAIN (REGARDLESS OF ,� �O
.
SEPARATION).
3. IN HIGHLY CONGESTED AREAS, WHERE EITHER WATER OR SEWER FACILITIES ARE EXISTING AND THE SEPARATION REQUIREMENTS j j RICHARY I3 B I CH�����►�`
REQUIREMENTS CANNOT BE MET, SPECIAL CONSIDERATION MAY BE GIVEN SUBJECT TO A COMPLETE EVALUATION OF EXISTING I I PE-1s8 . , e1LL) ,
AND PROPOSED CONDITIONS. «¢*
PRINTED
4. THE MAXIMUM ALLOWABLE EXFILTRATION RATE OF GRAVITY SANITARY SEWERS CONSTRUCTED IN A PUBLIC WELLFIELD I i I DATE REMARK
PROTECTION AREA SHALL BE FIFTY (50) GALLONS PER INCH PIPE DIAMETER PER MILE PER DAY FOR RESIDENTIAL VETERRESIDENTIAL LAND USE AND TWENTY (20) GALLONS PER INCH PIPE DIAMETER PER MILE PER DAY FOR BD(TYP)TIC i I
NON-RESIDENTIAL LAND USE. 1 -1/2"X2" CORP. STOP (PER WS 2.12) 1 1
PER WS 2.16 I I
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 2" DOMESTIC WATER LINE I I
ALLOWABLE LEAKAGE RATE SPECIFIED IN AMERICAN WATER WORKS ASSOCIATION STANDARD (AWWAS) C600-82 AT A TEST iv I I
PRESSURE OF 100 POUNDS PER SQUARE INCH.
I I
6 THE REINFORCED CONCRETE PRESSURE SANITARY SEWER FORCE MAIN EXFILTRATION RATE SHALL NOT BE GREATER THAN 0o I I
ONE-HALF (1/2) THE ALLOWABLE LEAKAGE RATE SPECIFIED IN AWWA C600-82 AT A TEST PRESSURE OF 100 POUNDS i I I 5/8"" DOMESTIC WATER LINE
PER SQUARE INCH. DUAL METER BOX I I (TYP.)
7. THE CONTRACTOR SHALL VERIFY NATURE, DEPTH, CHARACTER OF EXISTING UNDERGROUND UTILITIES PRIOR TO START OF 12 X6 TEE W/ 6 (PER WS 2.12) 1
G.V. TIED TO TEE I I
CONSTRUCTION.
& F.N. ASSEMBLY I I
PER WS 4.5
8. ALL OTHER PUBLIC OR PRIVATE UTILITY FACILITIES SHALL BE CONSTRUCTED AT LEAST 3 FEET FROM ANY WATER AND SEWER I I ------/s
MAIN AS MEASURED FROM THE OUTSIDE BELL OF THE WATER AND SEWER PIPE TO THE OUTSIDE OF THE UTILITY PIPE. I I
I I
1
9, 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. 12" G.V. W/ 12" PLUG j
I I
10. IN NO CASE SHALL A CONTRACTOR INSTALL UTILITY PIPES, CONDUITS, CABLES, ETC. IN THE SAME TRENCH PARALLEL TO EXIST POWER
AND ABOVE EXISTING WATER AND SEWER PIPES EXCEPT WHERE THEY CROSS. ANY DEVIATION FROM NOTES 6, 7 AND 8 I I 5/8"" REDUCED PRESSURE
SHALL BE APPROVED IN WRITING BY THE RESPONSIBLE WATER AND SEWER UTILITY. POLE I I ZONE BACKFLOW PREVENTION
I 1 ASSEMBLY PER WS 4.18
11 . A NON-RESETTABLE ELAPSE TIME METER SHALL BE INSTALLED AT EACH PUMP TO RECORD THE TOTAL OPERATING HOURS (TYP.)
OF THE STATION. I I
I 1
1
I I
I 1
TYPICAL WATER INSTALLATION DETAIL STARBUCKS
SCALE: 1"=4'
HEALTH DEPARTMENT NOTES BUILDING
(NOT PART OF WASD NOTES OR APPROVAL)
1 . STORM DRAINAGE LINES ARE TREATED THE SAME AS SANITARY SEWER LINES. EXFILTRATION
DRAINAGE TRENCHES ARE EXEMPTED.
12 10.91 10.32 10.22
2. MINIMUM 10 FEET HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES IS EXIST. GRADE
REQUIRED. IF UNABLE TO MAINTAIN MINIMUM SEPARATION HORIZONTALLY, EACH PIPE SHALL
BE SHELVED A MINIMUM 18 INCHES VERTICAL SEPARATION.
3. FORCE MAINS MUST HAVE AN 18-INCH VERTICAL SEPARATION FROM WATER LINES. II — — — — — — — — -- — — _._. _
STARBUCKS BUILDING
NO EXCEPTIONS. 10 II 10 5796 S.W. 72ND STREET
4. SEWER LINES, INCLUDING LATERALS, MUST HAVE 18-INCHES VERTICAL CLEARANCE BETWEEN SOUTH MIAMI, FLORIDA 33143
WATER MAINS AND/OR 6 INCHES MINIMUM CLEARANCE IF SEWER LINE IS DIP AND HAS NO II
JOINTS WITHIN 10 FEET OF INTERSECTION (I.E. ONE 20 FEET JOINT DIP CENTERED ON II EXIST. 8" WM EXIST. TELEPHONE (305)
INTERSECTION). STORM DRAINAGE LINES ARE EXEMPT IF DIP WATER MAIN SEPARATION OF 6" INV. EL. 7.53 T.O.P. EL. 7.90
• IS MAINTAINED AND BOTH PIPES HAVE NO JOINTS WITHIN 10 FEET OF INTERSECTION.
8 8 l
EXIST. 20" WM 11 T.O.P. 6.42 "" T.O.P. 6.32 T.O.P. 6.22 WATER AND SEWER
T.O.P. 6.75 I I
DETAILS AND
6 CIA >S��P-�2' _D_ - . . 12 D.I.P. WM 6 PROFILE
2" SERVICE CONNECTION ; DRAWN BY: G.G.G.
PER WS 2.16 a
N CHECKED BY: N.H.O.
II
APPROVED BY: R.B.B.
w 3
EXIST. SAN. LATERAL
INV. EL. 3.20 0 > DATE: 11-19-99
2 IN N 2 PROJECT NO.: 9922
REVISIONS
o Ln
o Ln (D (D
a a a a
W V) V)
2-22-00 ADJUST SIZE PLAN PER ARCHITECT
0+00 1+00 2+00 1-19-00 ADDRESS WASD COMMENTS
SCALE: AS SH0WN
SHEET NUMBER:
WATER PROFILE
SCALE: 1" = 20' HORZ. C-5
1" = 2' VERT.
5 OF 5