12-86 1OF7-030M
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a . - :, .. TO BE INSTALLED BY . p • = 1
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12 2 :.
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PLAN
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'A"
4
8" D.I.P SERVICE
LINE
CONC. BLOCK SUPPORT --- /"
UNDER CHECK AND GATE
SECTION "A-A"
METER VAULT DETAIL
N.T.S.
CONCRETE ANCHORS AT
CONCRETE ANCHOR ALL 90' BENDS
AT ALL TEES
MINIMUM COMPRESIVE
STRENGTH OF 2,500 PSI
• •
°. /-AT 28 DAYS (All concrete
. Anchors)
PIPE
TRENCH
UNDISTURBED GROUND
MIN. 12"
CONCRETE ANCHORS AT ALL •• a' CONCRETE ANCHORS
AT ALL 45', 22 1/2
& 11 1/4' BENDS
PUGS AND CAPS IN TEES, 'a..
CROSSES, & AT END OF
MAINS, REGARLESS OF
TYPE OF JOINT.
4 .
CONCRETE ANCHORS AT WYE
z
S
41/2 Ht ORh?Do
whichever is greater
CONCRETE THRUST BLOCK BEARINGS ON
UNDISTURBED SOIL OF TRENCH WALL IN
SQ. FEET AT 100 PSI INTERNAL PRESSURE
PIPE SIZE
DEAD
HORIZONTAL BEND
*2.
90'
45'
22 1/2*
11 1/4'
8" X 4" MECHANICAL JOINT TEE
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
NOTES:
1. ABOVE BEARING AREAS ARE BASED ON AN ALLOWABLE SOIL- BEARING PRESSURE OF 2000 LBS /SQ.FT.
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.
3. PLASTIC SHEET TO BE USED BETWEEN PIPE & ANCHOR, PLUGS CAPS, OR HUBS.
4. RESTRIANED JOINTS MAY BE USED OR ADDED TO CONCRETE ANCHOR IF HORIZONTAL PRESSURE IS
GREATER THAN ALLOWABLE SOIL BEARING PRESSURE AS DETERMINE BY THE ENGINEER. (6" THRU
20 "). RESTRAINED JOINTS SHALL BE USED IN ADDITION TO CONCRETE ANCHOR FOR 24" AND LARGER.
5. CONCRETE ANCHORS ARE REQUIRED ON TAPPING SLEEVES PRIOR TO TAPPING.
CONCRETE ANCHORS
N.T.S.
ROCK ^
CONC. BLOCK SUPPORT
UNDER METERS AND STRAINER.
- -i
NO.
DESCRIPTION
*1.
6" ROCKWELL MODEL W -2000 DR
OLIVERIO SANCHEZ,P.E.
MAGNETIC DRIVE, FLANGED, TURBO -METER
*2.
6" ROCKWELL STRAINER, OR APPROVED EQUAL
*3.
' 2" METER
4.
8" X 4" MECHANICAL JOINT TEE
5.
8" X 6" REDUCER, PLAIN ENDS, AND TIE RODS
6.
6" MECHANICAL JOINT GATE VALVE
7.
6" DUCTILE IRON PIPE
8.
6" FLANGED COUPLING ADAPTER
9.
6" FLANGED DUCTILE IRON PIPE
10.
2" CORPORATION STOP
11.
6" DETECTOR CHECK VALVE
c
W/O METER TRIM
12.
6" FLANGED GATE VALVE
13.
4" CONNECTOR, PLAIN END AND FLANGED END, AND TIE RODS
14.
4" X 2" REDUCING FLANGE
15.
2" GALV. STEEL NIPPLE
16.
2" GALV. STEEL 90 DEGREE BEND
17.
2" GALV. STEEL PIPE
18.
2" GALV. STEEL GATE VALVE, NRS
19.
2" GALV. STEEL SHORT NIPPLE
20.
2" COMPRESSION COUPLING
21.
2" CHECK VALVE
22.
VALVE BOX, RISER AND SLAB PER MDW &SAD STD. WS 1.0
23.
6" X 4" MECHANICAL JOINT TEE
24.
6" MECHANICAL JOINT GATE VALVE
25.
PRECAST CONCRETE VAULT AND COVER, W -666
A
BROOKS PRODUCTS, IN ACCORDANCE WITH MIAMI -DADE
C8 ®07
28 OF 39
WATER AND SEWER AUTHORITY DEPARTMENT SPECIFICATIONS.
26.
4'X4' PRECAST CONCRETE SECTIONAL METER VAULT
AND COVER, WS 2.20 BROOKS PRODUCTS, IN ACCORDANCE WITH
MIAMI -DADE WATER AND SEWER AUTHORITY DEPARTMENT
SPECIFICATIONS.
27.
GUARD POST 4 "0 STEEL PIPE FILLED WITH CONCRETE
PAINTED WITH TRAFFIC PAINT CODE F -2 (YELLOW).
28.
6" CONCRETE SLAB WITH 1#4 BAR CONTINUOUS ALL AROUND,
3" CLEAR FROM EDGE.
* TO BE INSTALLED BY M- D.W.A.S.D
OS & Y GATE VALVES
PROPERTY
COUNTY
RESPONSI
..,.,VER)
OS & Y GATE VALVES
GATE VALVE 1 3/4" TIE RODS (TYPICAL)
2 COATS KOPPERS 300 '•:K;;i:
OR EQUAL. ►�
SEE NOTE #5
MIN. 187, NO JOINTS MECHANICAL THRUST BLOCKS
BETWEEN VALVE AND JOINT FITTING (TYPICAL)
90° FITTING.
1. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON CEMENT
LINED WITH CEMENT LINED DUCTILE IRON FLANGE FITTINGS
FOR ABOVE GROUND USE MECHANICAL JOINT SHALL BE
USED UNDERGROUND.
2. CERTIFICATION OF PROPER INSTALLATION AND OPERATION
WILL BE REQUIRED FROM A CERTIFIED BACKFLOW PREVENTION
TECHNICIAN PRIOR TO WATER MAIN ACCEPTANCE BY
P.B.C.W.U.D.
3. THE DETECTOR CHECK VALVE ASSEMBLY SHALL BE ON
THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN
CALIFORNIA.
4. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE
PROPER OPERATION, MAINTENANCE AND TESTING OF THE
DOUBLE CHECK VALVE ASSEMBLY.
5. WHEN FIRE LINE LENGTH IS OVER ONE PIPE LENGTH, LINE
SHALL BE TERMINATED WITH A GATE VALVE.
DOUBLE DETECTOR CHECK VALVE
N.T.S.
a
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
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11000 N I16 I l
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NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 46207
(317) 63fr1600
THIS ::]
COI RAS
COMPANY
1111 Lincoln Road Mall
.ite 510
Miami Beach, FL. 33139
(305) 532-0433
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(305) 666 -5474
A.A.C. 000404
OLIVERIO SANCHEZ,P.E.
CIVIL ENGINEER
FL.REG.NO 44771
D_
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ISSUE DATE
8 -7 -96
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BID SET
REVISION DATE
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CADD FILE NAME
C8 -07
DRAWING TITLE
WATER
SHEET NUMBER
A
C8 ®07
28 OF 39