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'FIRE� PROTECTION
REQUIREMENTS
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EXISTING M A IN,—J
Y
MINIMUM OF.
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TO EXISTING ' M'AIN
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D; 1. MAIN L: A N
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4 V5�
NOTE
MAIN
U VALVE BOX IN ALL LINE- VALVES.
St No. 3 C.I.
%
' BY
411�
DADE COUNTY DEPT. OF ENVIRONMENTAL
W,�,4 y
TYPICAL GATE VALVE
A
LNT
'N RESOURCES MANAGEM
16" AND, SMALLER &
LY
WATER SUPPLY FACILITIES ON
2r-0:
f
3 4 8'
JUN 1 5 ,1983
te
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Se WIN
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For the Directar
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CONCRETE ANCHOR
'ZI
AT A
-C\j
ANCHORS AT
C tec r
t z
roject shall be in str t
o d
All natc2lials and 1-%bor under this. r,
ALL 90o BENDS ,
MINIMUM COMPRES-'
v 9� A wer Au'her I t y
je requirei JL L,
e" tents Of the 14iami-Dadc Water. and Se
SIVE STRENG EX. SUR
i, 13,1 FACE �7' ance with tl
TH OF
2,500, PSI AT� 2 8
w
w
DAYS (All ConCre C
MATCH �,_q": �, , � 1.� I , ' "
Z, r vailable and on
t
Blocks)
r
%
41, o
PIPE V
f - . f L� 'j
z-E *�;'Cr; .,. , I i,L,"�,��; "'-,Y ,L--l'; �,-j" �<"� , , , ,-,��-, -,�--""',-11" , "i�� I I� �� . ''L " :I � ""'' omplete with 10" riser
I � , 1:. t� �t_Lt"'
TRENCH
UNDISTURBED GROUND
E to
boxes. Fire hydrants and service valv'
z
ve be
M11`1 12 I CD
A
6" riser -pipes and-No. 2 va
AT ALL 45c' 22 Ite a -installed complete with
CONCRETE ANCHORS STREET ,ELL
2 A ,
-111/4"BENDS
-A
AT ALL PLUGS IN TEES, A- w s will be installed by, the Miami-Dade Water and Sewer '/8" CHAMFER
CROSSCS,Ek ff END OF Aut
ill W
COW-RETE aid
14
2
No.3 C.j. vALvF- BOX . a LID'
ALL: AROUND
MAINS, REGARDLESS OF
V2" -13
as required by
J" t propriate Fire Agency with 'instal-
6
- rements (number & location) shall be
TYPE OF JOINT 5. Fire hydrant requ
�;J il-,
7
dce w"th Authctrit* standards.
2" !3RbN-zE
ANGLE VALVE
T A
6. o all SA Inspect, on Division to arrange for a permit
CRANE IZ5 No.2 or egtiv-)
neeting 48 lirs' to ,proposed start of con-
prior
oF-j Pik, PPE,
3�
struction.
PIPS pv,C. PiPE SCHEDULE 60)
is
y
7- Aut
CONCRETE THRUST
Ity Ail other requi
BLOCK BEARINGS ON rinittLng agency shall be
i4
Author,
UNDISTURBED SOIL OF TRENCH WALLIN to" C.I. RfSER PIPE FR�AM
t-andards and requirements.
in accordance with their� s
M
SQ,FEET AT 100 PSI INTERNAL PRESSURE
6 1 -0
- under this Project will not be considered as com lete
HORiZON BEND
PIPE SIZ DEAD
E -Dade Water and Sewer
END 90" 450 22VZO 111/4 c em by the Miwni
until fina
A,
Au or P1
lowing documents -
th "i'-y and unt4 1 the fol.
it
6 2, , 3 1.5
rity:
h
Ht or
4 5 3� 1.5 1
NOTE'
h Do whichever -
d.
i 12" 7 10 6� 3 2-
ALL DIMENSIONS AR
E
laiver and Release of Lien.
2. Co NET CASTING NOT PATTERN.'
it- . -- 3 L" �! ntractor's
16 1z 17 10 'It - ; I A ; - , I I 'r . - , ; 11 - , , ,
CGI4CRETE THRLIST BL=0 W.
0�.: ,
rranty. (i.e. , Letuter tAgreeme.
% u I, I I a
Letter *of I VII
12 2
—2"'go SEND cement)
14�,LES: b. Developer's Con�,. act Bond
1 3'�2
2 de
L . U n
5- "A s Bu i1t Mylar 24"x 3"" n" owing 'specific 'locations, p'bs,
%
ER SURE
7— 'a. etc. , ities as, lo
Lyi�ABLTE SOIL-BEARING I ES OF
ABOVE BEARING AREA" ARE BASED ON A14 AL
ave
%�eyor aJ-on 0
D MAY�,HEEE VARIED �BY THE FliGlj��'EE!i IF UT=E SOIL CONDITIONS 3
2000 lbs/sq.ft. Ali I� 11 . I 1 1 1 . I g with two (2) prints f the X� AND LID
-16� rveyor or Pna,neer
ARE FNC0'0w'=RE1; IN THII, FIELD. been si&-hed. 'end sealed by a Re,-,--; Stered� Su- L�7
(,NO. 3' C-I-)
rse the Contractor ,
0- . -d b
SIZES LARGEB T11414 10, MOSTL ]LAVE PIP
m
Authority inains to
-II BE' N CRETE ANCHO.RS �9. All con-ne' ctions from ex-st.in,,,
LASIC HE BE. USE 7io�FEN PLUGS BOLTS OR HUBS C 0'
'LY. The Contractor to excavate at required, loca s and
forces ON
-UiG SLEE-EATES-�,-ff-RF THE B.HANCH IS EQUAL TO SIZE OF RUN.
ARt REQUIRED 014 TAPP-
ORT NIPPLE U $,I,
provide ma'er4 al w
CONCRETE SHALL BE AT, LFAST F�WUAL TO THOSE TABIJI-4TED IN THE TABfE.
ECCENTRIC TAPPED CAP
-DW&-SA
A ust be subrdtted'toM
-1 an tra
f i -er and sevzer permit P R A- D0 �S L E S T E ,�
M AIN bvisions prior 'to approval, 10 .,at
ORS
NOTES
L AIR RELEASE P.SERS AND VALVE BOX RISERS
SCALE -AS,-SHOWN
C OR P.
SL;j
6) 1 - — I It ILAVIO D EVELOPM EN T
c ED AN D W-�-INT INED IN VERTICAL 'POSITION. ' ANDARD REQUIR0,AENT
DATE :A' vsT,,Iqb Z
ST V� ,
INSTALLAT)ON "CTION
2, THREE ADS -TO Bp COATEO -AFTER i L,
-A 1 , A,S T-R 1,B'U T I,ON -
W A,T� E' D S Y S T E
ATING. I I r, I
V4TH
WATE R CMISTRU
-,V- 3 R
B L 0 W� — 0- F F
—Kin
INA
,g
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