08-298-005P-\University Conimor)s.'�-CO'.�\Dra,,,,,ings\CD\CIViL\C4.5''ISN-RRC,dwg Nov 20, 2007 - 2:42pm AIALDONADO
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.
IIIIIIIIIIIIIIINIMMOW-fa STAN DARD DETAIL
STANDARD REQUIREMENT"s
WATER AND SEWER
COMSTRUCTION
REMOVAL OF EXISTING UTILITIES NOTES:
ALL EXISTING UTILITIES BEING REMOVED AND/OR RELOCATED MUST REMAIN IN EFFECT
AND IN SERVICE, UNTIL TIME WHEN PROPOSED REPLACING UTILITIES HAVE BEEN
INSTALLED AND IN SERVICE AND ALL RELATED SERVICES TO THE FIRST LINES HAVE
BEEN TRANSFERRED TO THE LATTER ONES, BY M—DWASD FORCES AT OWNERS
EXPENSE.
It
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I . At the completion of any water and sewer job either Donation or Contract, the Contractor shall submit
141111111111i 111 I �
a. 24"x 36" mylar
b. The word "As-Built" in large letters.
C. Title block with Department EK number and pertinent information.
d. Preferred scale to be V= 40' horizontally and I"= 4'verficaUy.*
C. Street nomenclature.
f Separate water and sewer profile.
g. Station main starting with 0 + 00 at permanent reference point (i.e. C, S, etc.) and to run continuously to
end of main at center line of pipe.
L Easements, if any, tied to permanent reference point
i. Identify all control lines (i.e. bldg. line, property line, R/W, etc).
j. All "proposed" information to be removed from mylar, leaving only "as-built" information reflected in drawings.
3. Water "As-Builts" must include:
a. Plans showing pipe size, material and offset of main, deflections (if any), station of services, hydrants and fittings at the mainline
(if perpendicular to it), and at main and end of services 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), pipe size and pipe materials reference to plan.
4. Sewer "As-Builts" must include:
a. Plan showing manhole number, pipe size and pipe material of pipe, deflection, if any (force main only), and location of laterals
with reference to manhole.
b. Profile 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.
5. Force main "As-Built" same as water main.
* Other scale may be permitted, but must be approved by the Department prior to preparation of drawings.
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COUNTY
S T A N 0 A R 0 0 E T A I L
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WMAL 111�11111111
(�NOT A PART OF M-DWASD NOTES OR APPROVAL)
WATER AND SEWER INSTALLATION NOTES:
(NOT PART OF M-DWASD NOTES OR APPROVAL)
1. IN HIGHLY CONGESTED AREAS, WHERE EITHER WATER OR SEWER FACILITIES ARE EXISTING
AND THE SEPARATION REQUIREMENTS CANNOT BE MET, SPECIAL CONSIDERATION MAY BE
GIVEV SUBJECT TO A COMPLETE EVALUATION OF EXISTING AND PROPOSED CONDITIONS.
NOTE:
FOR RELOCATION OF EXISTING WATER SERVICES TO THE PROPOSED WATER MAIN,
INSPECTOR TO COORDINATE WITH M—DWASD WATER DISTRIBUTION DIVISION.
H
ftl!A11
D A D, EE
A R S
V*\FER PE—i-11NIN'T
DW 2007-266
By: a
Call 48 hours
before you dig
It's the Law!
1-800-432-4770
Sunshine State One C(ii, v, riviiuu, mt;.
.D.S._ - 2 1 0-1.0-7 _-, 6 4 5
APPP,G)VED AS REVIISED *I/
DATI 1. 7
1 21-200--
A V 0 A ff 1-1 xo�l
MA ` W-11 M iii
0,19910
M
WATER MAIN HORIZONTAL SEPARATIONS NOTE: THS AFPFi0VAL IS NUTt rNFEr —I- ED 10 GCNEa STHUqFURAL
1.
SEPARATIONS SHALL BE MEASURED OUTSIDE EDGE TO OUTSIDE EDGE.
JORGE G. MAMONADO P.E.
2.
BETWEEN WATER MAINS AND STORM SEWERS, STORM WATER FORCE MAINS, OR RECLAIMED
FL ENGINEER
WATER LINES, SEPARATION SHALL BE 3 FEET MINIMUM.
FL ENG. REG. NO. 58684
Erc2mWAMENr OF HEALTH NOTES:
3.
BETWEEN WATER MAINS AND VACUUM TYPE SEWER, SEPARATION SHALL BE PREFERABLY 10 FEET
AND AT LEAST 3 FEET MINIMUM.
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S-qp4CHPPP0SU)(;PAVW.VAcut*A
4.
GRAVITY OR PRESSURE SANITARY SEWERS, WASTE WATER FORCE MAINS OR RECLAIMED WATER LINES,
C AM PRIME�y 112' , TW SMEPL
CROM143 ShALL HAVE LEA.57FIr
SEPARATION SHALL BE PREFERABLY 10 FEET AND AT LEAST 6 FEET. IT MAY BE REDUCED • 3 FEET
.... .
.
WHERE BOTTOM OF WATER MAIN IS AT LEAST 6 INCHES ABOVE TOP OF SEWER LINE.
Rw
BE AT LZAZ 'E
5.
SEPARATION SHALL BE 10 FEET OF ANY PART OF ON—srrE SEWER TREATMENT OR DISPOSAL
SYSTEMS.
MiRA-iGr= PC) �1014TS A f, AT LEAST 3 FEET FFOA
WATER MAIN VERTICAL SEPARATIONS
.:I ppF;SZUFZ SLV,
1.
SEPARATIONS BETWEEN WATER MAINS AND GRAVITY SEWER, VACUUM TYPE SEWER, OR STORM SEWERS,
SHALL BE PREFERABLY 12 INCHES, OR AT LEAST 6 INCHES IF ABOVE OR AT LEAST 12 INCHES IF
A L V A k E Z
1500 San Remo Avenue
BELLOW.*
Suite 300
2.
PRESSURE SANITARY SEWER, WASTEWATER OR STORM WATER FORCE MAIN, OR RECLAIMED WATER,
Coral Gables, FL 33146
AT LEAST 12 INCHES ABOVE OR BELOW.*
TEL (305) 666-5474
NOTE: CENTER 1 FULL LENGTH OF WATER PIPE AT CROSSINGS; ALTERNATIVELY ARRANGE PIPES SO
FAX (305) 666-4994
JOINTS ARE AT LEAST 3 FEET FROM JOINTS IN VACUUM, STORM OR STORM FORCE MAINS. AT LEAST
AA 002416 EB 002354
6 FEET FROM JOINTS IN GRAVITY OR PRESSURE SEWERS, WASTEWATER FORCE MAINS OR RECLAIMED
WATER LINES.
WATER AND SEWER INSTALLATION NOTES:
(NOT PART OF M-DWASD NOTES OR APPROVAL)
1. IN HIGHLY CONGESTED AREAS, WHERE EITHER WATER OR SEWER FACILITIES ARE EXISTING
AND THE SEPARATION REQUIREMENTS CANNOT BE MET, SPECIAL CONSIDERATION MAY BE
GIVEV SUBJECT TO A COMPLETE EVALUATION OF EXISTING AND PROPOSED CONDITIONS.
NOTE:
FOR RELOCATION OF EXISTING WATER SERVICES TO THE PROPOSED WATER MAIN,
INSPECTOR TO COORDINATE WITH M—DWASD WATER DISTRIBUTION DIVISION.
H
ftl!A11
D A D, EE
A R S
V*\FER PE—i-11NIN'T
DW 2007-266
By: a
Call 48 hours
before you dig
It's the Law!
1-800-432-4770
Sunshine State One C(ii, v, riviiuu, mt;.
.D.S._ - 2 1 0-1.0-7 _-, 6 4 5
APPP,G)VED AS REVIISED *I/
DATI 1. 7
1 21-200--
A V 0 A ff 1-1 xo�l
MA ` W-11 M iii
0,19910
M