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CONCRETE A
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AROUND LE6AL V 55 CRI P 1
SLOCK7 REQUIRED- WHEN 4,
C:1. TAPPING REQ.� THRUST
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SPECIAL TAPPING FLA
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206.,�2 FT, AN V T1413 W657- Z5 Fr,
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co MAINS' WHERE
8" MIN
ON CONCRETE
EQUALS MAIN SIZE �z
Of T14F, PJ. I&
RANCH RUN
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No.3' (woter) C-L VALVE
CC -XiS,
OUTLETS ARE E T1
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N P-mr-le 4-o eAsr, LYIN6 AND
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RISER 'PIPE
( LENGTH VARIES)
FLOMA PA
11`4 PADIM Cou NTY
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EXISTING M A I N.:7
CA. GATE' VALVE
OR P 0.
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ally.6'
N.
TAPPING VALVE.
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-REQUIREMENTS
FIRE PROTECTION
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INIMUM OF,
sr-- Vief:- LINE INDICATE A M
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TYPICAL CO
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NOTE *
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MAIN LINE VALVES.
USt , No. 3 C.I. VALVE BOX IN ALL
BY
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UNTY RONMENTAL
E 'VALVE
TYPICAL GAT
DEPT. OF ENVII
_DADE GO
16" AND SMALLER
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5,19B3 S rial No.
i_3
at
it �Ot 6
0 9
_. .:, .--7V":,., i, i, , ".;,
J t$Z'
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[I e o cover,s ru ura design
io" For the 01rez or
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W� 'Not
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AT ALL TEES
ANCHORS AT
t
t
ALL 900 BENDS
�X. n1s nnd 1-qbor unler this, project. -hall be in strict accord-
MINIMUM COMPRES
1. All natciji�
MATCH EX. SURFACE
an ie requirei Water and Sewer
ce witn tl !,ents of' the Miami-Dade
Authori-ty
2,500 PSI AT,
w
on
o pecifications ava
-if
SIVE ,STRENGTH OF
28
DAYS (Al I Con'
crete
w lade� Water and Sewer Authority. J
Blocks) '"SCA L IT 0 W�
2 ns shall be 41' Ott. -
p1pr 7
E
TRENCH
UNDISTURBED GROU
ND
E
3. All water main line valves shall be installed comp
%
CD
M IN 12" es shall be
P
AT ALL 45* 22 Ile a Y _in s m wi
d No. 2 valve boxes,
11/4"BENDS 2" STREET ELL
installed by� the 14iami-Dade Water and Sewer
AT AL L PLUGS IN TEES
ip
j All water meter will be'
Min.
V�
CROSSES,Ek Ar END OF
HAMFER _
CONCRETE �C
U>
n- prepaid.
MAINS, REGARDLESS OF- ALL AROUNII
'Ve
No.3 c.i. VALVE Box a L ED
TYPE OF JOINT
5. Fire hydrant requirements (number location) shall be as required by 13 V2
!vat.
partment or ire Agency with instal-
2
standards.
dance with Authcrit 3/4" f�
ZE ANGLE VALVE
In 'on Division, to arrange for a 'Pe'rmit
4
o call 1D, *"SA spec' t-,
2" BRON
( CRANE IZ5 NO-2 or eqtiv.
P I'ME
0 start of con- i
2 n�,
ior to Drop 'sed
PIPE, P.v-C. PiPE SCHEE
)ULE 80)
CONCRETE THRUST BLOCK BEARINGS ON pc s
r requirements of the permittiiig agency shall be
C.t, RfSER PIPE I L'y
u
UNDISTURBED SOIL OF TRENCH WALL IN
ance with their . s-1-a-ndards and reouirements.
SQ.FEET AT 100 PSI INTERNAL PRESSURE in accord ND FRA
%
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PIPE SIZE DEAD HORIZONTAL BEND
cv.
111/4 nder this Project will not, be considered as com-plete 6"= 1 0
END 9ff 456
N�
uhe -j"iami-Dade Water and Sewer
until final accept
X
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3 1.5 Autho ity and until the followi eceived and' approved
h!-i 112 N>
4 5 by the Authority:
Ht or 1.5 1
�'2�.D. whichever
NOTE:
is grealer 1211 7 10 6 .3 2�
1. E
16 12 it 10 5 3 � ALL DIMENSIONS ARE
2. Contractor's "P.1aiver and Release
CONCRETE T HR LIST
NET
3. t CASTING N
OT PATTERN.'
).7 I'arranty. (i.e. Letter -Agreement)
ontractor's Letter 'oi-
NOTES- 2" 900 B EN D
V
Ct 12 2
b. D u
ABOVE BE_,�VRING A:,�EAS A:RE, BASED Oil Aji
7, __ — I— - - ;0. 0 t
5-� ' As Built" 14ylar 24"x 3"' showing,specific 'locations, dep-hs,
I I" I --
.4- etc.
7-
2000 lbs/sq.ft. , AT'VJ MAY BE VARIED ,BY TEE !_NGI]ii'EE-r�� IF OTER SOIL CONDITIONS
veyor a ong with two (2) prints of the "as built" which have
VALVE B OX
ARE h`NCO1 'TEPED IN THE, FIELD. AND LID
- Surveyor or Fn-4necr
led by ,a Rer4stered
�_4- (-NO. 3' C I
.!o
t r a c'
0 dorsc�d by the Co.,,_ tor,
SIZES LARGER niAN 16,, MOST ll,%VF PIPE THRRUST CALCULATED. ofRec rd, a-,-! En
EET TO BE USE".' BE 75;FEN PLUGS BOLTS OR HUBES. CONCRFTE PJ4CHOAS e' ctions from existina Authority mains -to be made by Authority
PLASTIC SF_,
97 All conn
an
----q TZE OF RUN. u or.s d
ARE REQU-IRED ON TAPP_1I4G SLE-FATEES WH±_ E THE B.uU1CH.,IS EQjAL TO S forces ONLY. The Contractor to excavate at required Iocati
27 S40RT NIPPLE
COI11'_=TE SHALL BE AT LEAST F�WJAL TO TH6SE TABIJL�TED IN THE TABfr-.
bvide ma t lerial with fittings.
pr
ECCENTRIC TAPPED CAP
j
-io M-DW&SA
-10. An approved paving and drainage plan rau
-MAIN 4 ons prior to a -oval 'bf vTater and sever permit
1 1, for b pp- P 'R,A",D:.O S .. DE E S T E
NOTES lans.
p
AIR RELEASE RSERS AND YALVE BOX� RISERS
L
W-4INTAINED IN VERTICAL -POSMON. SCALE,: AS. 'SHOWN
SHALL BE PLACED AND LAVIO D E VELOP M EN T C 0 R P.
IREMENTS.
-:z re
-70 BP, COATF W7T4
DATE AV�,V 15T,
_E
WAT
THREADS -D �AFT ER INSTALLATION C 01�ISTRUCT 10 N
R
D 'I.S�T-RIB'UT 1,0 N S Y S T,E M
W A T E :R
B L 0 W 0 F F
14
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