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CONCRETE ANCHOR
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ANCHORS AT
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ALL 90" BENDS , ,, _: I .7_ , "I : ,
e, 4
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MINIMUM COMPRES All natcilials and lAbor unI er this, Project shall be in str�ict c d
once with the req-j irements of' the 14iami-Dade U'ater find Sewer ]
31
SIVE STRENGTH OF MATCH EX. SURFACE
2r5OO PSI
I an
AT 28
DAYS (All Con
0 _ Wt
E31 o cks) I ILD Q
k A II,
C A
1;TI
2. Cover over water mains shall be 4" Of'.
S
PIPE
%
TRENCH i 'e.,, : : I�, . , -
'UNDISTURBED GROUND �A
3. All water main line valves shall be installed compl
- boxes. Fire hydrants and service valves
MIN,12
%
0 L, shall
ve be
%
le a 'j
AT ALL 45* 221
I
STREET ELL
C
2
111/40BENDS
AT ALL PLUGS IN TEES 4 All vater meters, will b
nd 8ewer
e installed by theM
!/8" CHAMFER
8 rr�n
CROSSE'S,8 AT END OF COW-RETE
14 Y2!
Vie
TV. 0 j
J ;_ � ' 14 , .1, 1. 1", .� I "Ii , � I, r
MAINS, REGARDLESS OF ALL AROUND - I ' ' , -�,L-, ", .,I " - -- t,� 1,1 _-, I " -,
4 �:, - 4'� - "�' --! �L". , ILI
No.3 C.I. VALVE BOX
a L 0
3
TYPE OF JOINT 1/2,
uirements (number & location) shall be as requir
5. Fire hy-Irantreq t/2"'
A -
"4
'instal-
epartm
2-Yell
5/8
d i y stanlards.
ANGLE VALVE
B R bN1 E
2" 6. Contractor 1.%, JST call 1,D` 1SA Inspect-on Division rnlit
( CRANE 125 No-2 or a Qtiv-
r 2- P,_ Ph-E
ior to proposed star' of con-
struction.
Of p V,C. 12"
PIPE SCHEDULE 80)
CONCRETE THRUST BLOCK BEARINGS ON is
7. Authority pers
-1 gency shall be
IN Autboritty. All other requircments of the perinitti- g a�
UNDISTURBED SOIL OF TRENCH WALL 10 C.I. RfSER PIPE
tanOards and reouireme-nts.
SQ,FEET AT 100 PSI INTERNAL PRESSO
6- 1 -0
ORIZONTAL BEND ; %
PIPE ! , - - roject will not 'cc considered as comiWlete
31ZE DEADI 8. Work p�-rformed under thi Is P_
END 90o 45 02 tl�� 11—1/4
ce of the system by 'the 14iami-Dade Water and Sewer
until final, acceptan
7
6 2- 3 '1.5 , 1 Authority and until the following documents ,are received a-rid approved
X
h -12 H t or by the
8 4 5 3 1.5 1
h! Do whichever
12ol 7 10 6 3
NOTE:
is greater
1. Ea red
12 , it 5
0"
2. Contr ctor 's 1,.aiver and Release of Lien.
C
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NET CASTING NOT PATTERW
3. lt
6 10 3, �LL DIMENSIONS ARE
Warrantytt
ctor's Letter 'oj_ Agrent) /2
12 2
I/0
NCTES: 2 90c' BEND
b. D t
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7— "As Built" Mylar 24"x 3"' Is' owing specific -locations, depths,
5 0 ri
ABOVE BE-ARING AREAS A:-,E PASED ON AN ALIDWABLE SOIL-BattR-ING FRES!TURE OF
e ted by a licensed sux-
2000 lbs/,-q.ft. , ATF_1 MAY BE VPj,'IED BY TI E24G1fV'EE'r'1 IF' UTHER SOIL CONDITIONS -veyor long with two e "as built" which have
a (2) prints, of th �BOX _-AND LID.
VALVE
'TERET� IN TiU.. FIELD.
E.
ARI. ENCULM -d by ,a Re-;stered Su--ve'yor or En-ineer
ll- NO. 3'. C.I-)
Co:- tractor ,
RGER TWO,I 16" liMST lUiVEF PIPE THRUST CA UIATED.
of Record
SIZES 1A LC
-hori'y mains to be made by Authorl '
PIASTIC SiEEET TO Bl� 1JSE7' BE7WFEN PUJGS, BOLTS OR HUBS. CONCi'_,�rF ANCHORS 9. All co-ruiec int- Aut, IT-Y
�jAL TO -S-JZE ,OF RUN. 'LY. The Contractor to excavate at required locations and
AqE REQUTRED ON 1TAPPj74G SLEFVES W= THE B:uMiCli IS EW forces ON
2 ORT NIPPLE
Coll-RE HALL BE AT LF,1ST F�WJAL �TO r i
TE S T116SE TAEULATE"D IN THE TABf,,. I e
provi
CAP
ECCENTRIC TAPPED
-DW -SA
i 14 &
ter nd I e r permit _ DE L E S T E
R A D-0 S
MAIN al 'of N,,Ta a. a we
S � for
NOTES
plans.
L AIR , RELEASE RSERS AND VALVE BOX- RISERS SCALE :
SH OW N
SHALL BE PLACED AND I NE D IN VERTICAL 'POW110N. 0 DEVELOPM EN T C OR P.
ST
I- _%7 - ANDARD REQUIREMENTS�] DATE :AV�Y5`r,�IlqBZ
-AFTER, INSTALLATION WITH
2. THREADS 'TO BE. COATED
WATE R C OT4ST RLYC T
ION
BITUMASTIC 'COAT1?4. 3 #
W A T E R D 'I S T-R I B,U T 1,0 N SY S T E M
B L 0 W 0 F F -Z S 1�g
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