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WHEW-!'�r,, 4 TIA F
C SLEEVE (NOT REO.
-REQUIRED
THRUSt;'-'BLOCK� 7',
N 1Z of TO E
ON CONCRETE MAINS WHERE �RANCH RUN EQUALS MAI N SIZE
co
FLANGE V,
SPECIAL-TAP
a' MIN.
V4 oF Tna fl M '1.6� L
PING
�o.:� (water) C.I. VALVE
OUTLETS ARE EXISTING
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NOTE
MAIN LINE VALVES. %
"A
VALVE BOX ......1,
0
IN ALL
USE No. 3 C �,7
A
1:4
0,
t
A
'COUNTY DEPT. OF ENVIP%ONM
ENTAL
TYPICAL GATE �VALVE DADE
%
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WATER SUH4 Y F T 0`4 LY
JRC _3 z" T
16" AND SMALLER RESOU
7 4
% J"
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Dat JUN, I
— 148
33
5 1983 Se
r
e ial No.
940
Director
'16 2 0"" 9, "a, For-the'
Th*
MT1
NC n en, e tlo cover s r esign
0 7
10
4
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,CONCRETE ANCHOR
CONCRETE ,
AT ALL
TEES
ANCHORS AT 7
ALL 900 SENDS
ES_
roject shall be in strict accord-
1. All natc2linls and 1;;bur unler this- Pi
MINIMUM COMPR
J
Author ity
2,500 PSI
n ilable and on i
DAYS (A
11 Concrete
SIVE ,STRENGTH OF irements of' the Miami-Dado Vlater and Sewer
MATCH EX. SURFACE
AT� 2 8
_ ade Water and Sewer Authority.
�_J�,tt;,
SCA L C-X',�t 0 11 1 5 v
Blocks)
%
m 0".
7'N A, Al
PIPE
E
0 01.
installed complete with 10" riser
TRENCH
UNDISTURBED GROUND E
MIN 12* ONCRETE ANCH
ORS PIP 11 be
a
AT, ALL 4 5* 22 Ile
0, ih er pipes and, No. 2 valve boxes..
CONCRETE ANCHORS 2" STREET' 'ELL
111/40BENDS
7,
8" CHAMFER
AT ALL R 4. All water meter will b
_UGS IN TEES, s e installed by the Mia -Dade Water and 8ewer
CCW-RETE
repaid.
T END OF
CROSSES,8 A 1,4 Y2"
m n ges have been- 1,
6!1
AROLND Auth
2
MAINS, REGARDLESS OF- ALL T
No.3 C,I. VALVE Box a L 10
:Vrt I&
TYPE OF JOINT Fire hydrant requirements (number location) shall be -as required by
5.
ye
Dade County Fire Departm iate Fire Agency with instal-
n 2
3/411--
,"ance with Aut
2" BRON1E ANGLE 'VALVE
A
call D, ,.�.�.SA Inspect'on Division to arrange for a per
( CRANE or a qtiv. mit
' f hcri*
L
PWE ed stLart of con-
F P
12
0
J OF FC PIPE Pv.C. PIPE' ( SCHEDULE 8
J
onnel will inspect all facilities approved by this
HRUST BLOCK BEARINGS ON
CONCRETE T
C
Author; uy. All other requirements of t
k
1. RfSER PIPE
UNDISTURBED SOIL OF TRENCH WALL IN
Vl�
_�arjd.ards and reouirements.
SQ.FEET AT 100 PSI INTERNAL PRESSURE
%
6. 0
C
PIPE SIZE DEAD 8. Work p,��rformed under this Project will not be considered as om lete
HORIZONTAL BEND
END 90- 45- M/2- III
/4
until f inal, acceptance of the system by the, Miami-Dade Water an' d,
Nz
Authority and until the following documents are received ana approved
2- "1 5
n' Z
0 by the,,Aiitbority:
Ht
or 8 4 5 5 1.5
h-I.Do whichever
1211 7 10 6 3 NOTE:
Is greater AL
10 1
L DIMENSIONS ARE
16 12 17 2. . Contractor VTaiver a-rid Release of Lien.
3 V
CONCR BLO00?,*
NET CASTING,NOT PATTERNJ
6 3.
------------------
(i.e. , Let' er Agr
cement) .
ctor's Letter 'o 20
12
2" 900 BEND
:rce..,ent).
NOTES: ' u Ai:-
3 V2
0* "As Built" Y&l ing 'specific locations, depths,
5
ABOVE BEARING A��EAS AFJ� BASED ON AN ALLDWABLE SOIL-BEARING PRESSURE OF, w d Sur
'Gli4EE-'E IF OTHI]R SOIL CONDITIONS -ich have LID.—.
/sq.ft. A14D MAY BE VARIED BY TIE. EN %�eyor al on g with two (2) prints of the' "as built" wb :VALVE BOX �MD
—Ar. led by a Re-4stered- Surveyor or Ena;Tieor
ARL ENCOUNTEREI,� IN _T!U� FIELD. NO. 3
C.1.)
0 V
-tract
and i_�ndorsi�d by tl-ie Con. or .
LAVF PIPE TH1WST CALCULATED.
SIZES IARGER THAN 161, MOST I'
PLASTIC SHEET TO BE'. USPII B=WFEN PLUGS BOLTS OR HUBS; 'Tt ANCHORS Authority mains to be made 'by Authority
CO'NC_---1,h 9. All connections from ex� stin,,,
'LY. The Contractor to excavate at required locations and
ARE REQUIRED 014 TAPPING SLE:�%T-_S, F THE B-.-�kNCH,IS EQjAL TO SIZE ,OF RUN. forces OIN U
S, NIPP!LE
2 1-iORT
CONCRETE SHALL BEE AT LEAST EQUAL .7b THOSE TASuJ_k'TED IN THE TABfE.. i provid.e n,a' erl al wh
ECCENTRIC TAPPED CAP
st be submitted'to 11-DW&SA,
% P R k'D 01S DE L - E ST E,
—MAIN
ry er permit
ORS �
\�� AR
NOTES
J ans.
Pi 4
RSERS .1 , I �x - "OWN
L AJR REASE AND VALVE 13OX RISERS, �7 AS
SCALE
POSMON.
SHAI-L PLACED AND W-4-wTA wE'D IN VERTICAL, J LAVI 0 DEVELOPMENT C.01RP.
MENTS
STANDARD REQUIRE 'qb
DATE :AV�ST,
7 10,14
2. T H F,—c*AD'TO BE COATED -AFTER INSTALLATION Val`�H f-'-WAT`E R C CYNST R UC 4 ! t
afTUMA�C COAT04. D 'I,S T S Y S.T E M
T E R -R I B'U T 1 0 N
B L 0 W 0 F F
J P�n
i r
7 -7,
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