12-86 3OF7-030s
1 2 3 4 5 6 '7 8 9 10 11 12 13 14 15 16 17 18 MMON
PROPERTY
------------------ - - - - -® ---- - - - - -- ------ - - - - -- ®�
GROUP
M M
I
NATIONAL CITY CENTER
P.O. BOX 70M
16 I • . ' : ' . • I 16 MATERIALS LEGEND
1 19 p 3 0 19 18 - I INDIANAPOLIS, IN 46207
._
O NO. DESCRIPTION (317)636 -1600
*1. 6" ROCKWELL MODEL W -2000 DR
22.5" 6.5" 17 q -• �- / I 17 14 MAGNETIC DRIVE, FLANGED, TURBO -METER
15 14 .. •.. - TO BE INSTALLED BY . ° • - ( 15 *2. 6" ROCKWELL STRAINER, OR APPROVED EQUAL T HE
L I C N M.D.W.A.S.A.D. ..; :. ic? . 2" METER L
'.. •.. I 3.
13 N
22 12" 12 11 1 p I 1
' 2 $ °:•: 22 4. 8" X 4" MECHANICAL JOINT TEE MRAC
..
I
••' .
)till 5. 8" X 6" REDUCER, PLAIN ENDS, AND TIE RODS
- 6. 6" MECHANICAL JOINT GATE VALVE COMPAIN�Y
�R 7. 6" DUCTILE IRON PIPE
' A� 37" 18" J A 1111 Lincoln Road Mall
7 I .: ; ; 8. 6 FLANGED COUPLING ADAPTER Si><itC510
8 9 0 BE INSTALLED B 7 5 4 9. 6" FLANGED DUCTILE IRON PIPE MWW
4 I a • .'.w M.D.W.A.S.A.D. I $" D.I.P SERVICE Beach,FL. 33139
10. 2" CORPORATION STOP (3051 04
• .. . ' ''. ; • ; • : .. LINE K
K I v . ' ' ; ;' • ' ; 44 ' • 6" DETECTOR CHECK VALVE 11
.' •.. ,. , ; W/O METER TRIM
I 6 „ I 28 12. 6" FLANGED GATE VALVE
51.75" 18" 6" 5 6' -0" 12 6„ 27 13. 4" CONNECTOR, PLAIN END AND FLANGED END, AND TIE RODS
L--------------------------------------------- - - - - -J
14. 4" X 2" REDUCING FLANGE
PLAN 15. 2" GALV. STEEL NIPPLE
16. 2" GALV. STEEL 90 DEGREE BEND
17. 2" GALV. STEEL PIPE
FINISHED GRADE 18. 2" GALV. STEEL GATE VALVE, NRS T
J 19. 2" GALV. STEEL SHORT NIPPLE J
20. 2" COMPRESSION COUPLING
• 21. 2" CHECK VALVE
• 1 • 2
4 11 1 p o 0 9 2 8
8 12 JLZ •:. 7 5 4 22. VALVE BOX, RISER AND SLAB PER MDW&SAD STD. WS 1.0
2 7
_ 23. 6" X 4" MECHANICAL JOINT TEE
FLOW ' \ 24. 6" MECHANICAL JOINT GATE VALVE
25. PRECAST CONCRETE VAULT AND COVER, W -666
• BROOKS PRODUCTS, IN ACCORDANCE WITH MIAMI -DADE
• : • ' " WATER AND SEWER AUTHORITY DEPARTMENT SPECIFICATIONS. T I k,
I
2 • ' • ' • a 6 26. 4'X4' PRECAST CONCRETE SECTIONAL METER VAULT j � `
N `•
a •. AND COVER, WS 2.20 BROOKS PRODUCTS, IN ACCORDANCE WITH
• :• m .• MIAMI -DADE WATER AND SEWER AUTHORITY DEPARTMENT Q
;. -
., , � •; ' • _ mop • SPECIFICATIONS. • '""'
• •. 'a .. �•'. �p • •• �6 y •.•• ' 'c ` l
27. GUARD POST 4 "4 STEEL PIPE FILLED WITH CONCRETE
• . ' a , r' PAINTED WITH TRAFFIC PAINT CODE F -2 (YELLOW).
6" PEA 28. 6 CONCRETE SLAB WITH 1#4 BAR CONTINUOUS ALL AROUND,
ROCK " PEA 3" CLEAR FROM EDGE.
7cz
SECTION "A -A' ROCK �'
j
H VCONC. BLOCK SUPPORT TO BE INSTALLED BY M- D.W.A.S.D H
CONC. BLOCK SUPPORT UNDER METERS AND STRAINER.
11
UNDER CHECK AND GATE METER VAULT DETAIL
N.T.S.
G
G
gz
7
OS & Y GATE VALVES a
6 W i
• J Z W
r
Wce
CONCRETE ANCHORS AT 2 a $
CONCRETE ANCHOR ALL 90' BENDS mod
AT ALL TEES
MINIMUM COMPRESIVE 3/4" BALL VALVE - 3/4" CHECK VALVE
F • • STRENGTH OF 2,500 PSI
• A. AT 28 DAYS (All concrete
.. Anchors) 5/8" X 3/4" METER (BY PROPERTY OWNER IWOLIFBIERGI
PIPE
TRENCH :' OS & Y GATE VALVES
• AILVAR]B
PROPERTY
UNDISTURBED GROUND OWNER ���
MIN. 12" RESPONSIBILITY
• : COUNTY PARTN EPS
RESPONSIBILITY •
CONCRETE ANCHORS AT ALL a,.' CONCRETE ANCHORS
PUGS AND CAPS IN TEES, 'q'. AT ALL 45', 22 1/2
CROSSES, & AT END OF & 11 1/4' BENDS 5960 S.W. 57TH AVE.
E
N E; DOUBLE DETECTOR CHECK MIAMI, FLORIDA 33143
MAINS, REGARLESS OF
TYPE OF JOINT. •4 � � VALVE ASSEMBLY (305) 666 -5474
FINISH GRADE A.A.C. 000404
CONCRETE ANCHORS AT WYE
GATE VALVE 3/4" TIE RODS (TYPICAL) OUV I IL ENglHEZ,P.E.
2 COATS KOPPERS 300 CIVIL ENGINEER .,
OR EQUAL. S� '•::. FL.REG.0Tf1;;:`y, • . _
N;
SEE NOTE #5 -
g ''r•h
MIN. 18 , NO JOINTS MECHANICAL `n =;` �'-
THRUST BLOCKS
It / BETWEEN VALVE AND (TYPICAL)
\ 90° FITTING. )
D ' / 1. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON CEMENT Q
o ; ' W
/\
h!5 1/2 Ht OR h ? Do LINED WITH CEMENT LINED DUCTILE IRON FLANGE FITTINGS N
y
';. whichever is greater FOR ABOVE GROUND USE MECHANICAL JOINT SHALL BE
USED UNDERGROUND.
2. CERTIFICATION OF PROPER INSTALLATION AND OPERATION
12" WILL BE REQUIRED FROM A CERTIFIED BACKFLOW PREVENTION :o ISSUE DATA.'
TECHNICIAN PRIOR TO WATER MAIN ACCEPTANCE BY o
P.B.C.W.U.D. _� 8 -7 -96
C
NOTES: 3. THE DETECTOR CHECK VALVE ASSEMBLY SHALL BE ON C ; BID SET
THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN _ REVISION DATE
1. ABOVE BEARING AREAS ARE BASED ON AN ALLOWABLE SOIL- BEARING PRESSURE OF 2000 LBS /SQ.FT. CALIFORNIA.
AND MAY BE VARIED BY THE ENGINEER IF OTHER SOIL CONDITIONS ARE ENCOUNTERED IN THE FIELD.
2. SIZES LARGER THAN 24" MUST HAVE PIPE THRUST CALCULATED AND SUBMITTED FOR APPROVAL. 4. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE
3. PLASTIC SHEET TO BE USED BETWEEN PIPE &ANCHOR, PLUGS CAPS, OR HUBS.
PROPER OPERATION, MAINTENANCE AND TESTING OF THE
DOUBLE CHECK VALVE ASSEMBLY. Z
4. RESTRIANED JOINTS MAY BE USED OR ADDED TO CONCRETE ANCHOR IF HORIZONTAL PRESSURE IS U
GREATER THAN ALLOWABLE SOIL BEARING PRESSURE AS DETERMINE BY THE ENGINEER. (6" THRU 5. WHEN FIRE LINE LENGTH IS OVER ONE PIPE LENGTH, LINE
20 "). RESTRAINED JOINTS SHALL BE USED IN ADDITION TO CONCRETE ANCHOR FOR 24" AND LARGER. SHALL BE TERMINATED WITH A GATE VALVE. : 0
B 5. CONCRETE ANCHORS ARE REQUIRED ON TAPPING SLEEVES PRIOR TO TAPPING. B
Q
DOUBLE DETECTOR CHECK VALVE
N.T.S. CADD FILE NAME
CONCRETE ANCHORS C8 -07
N.T.S. ,.
DRAWING TITLE
WATER
SHEET NUMBER
A- - -- - - A
- -- - - -- - - - --
C8- 7
1 2 3 4 5 6 r7 8 9 10 11 12 - 13 14 15 16 17 18 28 OF 39
CONCRETE THRUST BLOCK BEARINGS ON
UNDISTURBED SOIL OF TRENCH WALL IN
SQ. FEET AT 100 PSI INTERNAL PRESSURE
PIPE SIZE
DEAD
HORIZONTAL BEND
90'
45'
22 1 2'
11 1 4'
END
6"
2
3
1.5
1
1
8"
4
5
3
1.5
1
12"
7
10
6
3
2
16"
12
17
10
5
3
20"
18
26
14
7
4
24"
26
38
20
10
5