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Water and Wastewater Engineering Department
PPoottaabbllee WWaatteerr CCoonnssttrruuccttiioonn DDeettaaiillss
WATER MAIN, PROPOSED
PLUG
BLOW-OFF ASSEMBLY
GATE VALVE & BOX
BUTTERFLY VALVE
WM
R
ARV
DC
RP
REDUCED PRESSURE ZONE BFP
PRESSURE REGULATOR
AIR RELEASE VALVE
REDUCER FITTING
DOUBLE CHECK BFP
POST INDICATOR VALVE
WM WATER MAIN, EXISTING
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM CAP
SYMBOLS
Page: W-1.0
W-1.0
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
4/24/06
FITTING
FIRE HYDRANT W/ THRUST BLOCK
FIRE HYDRANT ASSEMBLY
GANG WATER METER ASSEMBLY
DUAL SERVICE WATER METER
POTABLE WATER METER
TXELECTRIC TRANSFORMER
SYMBOLS
Page: W-1.1
W-1.1
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
2/9/2012
1. THESE PIPES ARE ADEQUATE FOR THE RATED WORKING PRESSURE PLUS A SURGE
ALLOWANCE OF 100 PSI. FIGURE INCLUDES 2.0 SAFETY FACTOR TIMES THE
SUM OF WORKING PRESSURE AND 100 PSI SURGE ALLOWANCE OF D.I.P.
2. AN ALLOWANCE FOR SINGLE H-20 TRUCK WITH 1.5 IMPACT FACTOR IS INCLUDED
FOR ALL SIZES AND ALL DEPTHS OF COVER.
3. MINIMUM ALLOWABLE DEPTH OF COVER IS 2.5 FEET (*NOTE: MAXIMUM DEPTH OF
COVER IS 3 FEET, PER GRU STANDARDS).
NOTES:
PIPE SIZE
(IN)
24
20
18
16
12
6
8
4
NOMINAL
THICKNESS
(IN)
PRESSURE
CLASS
(PSI)
300
250
350
300
200
350
250
350
250
300
350
0.36
0.38
0.33
0.40
0.43
0.37
0.34
0.34
0.36
0.33
0.31
250
300
350
350
350
350
0.28
0.32
0.30
0.25
0.25
0.25
GENERAL DATA - DUCTILE IRON PIPE
Page: W-1.2
W-1.2
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
8/22/2016
INITIAL
BACKFILL
HAUNCHING
BEDDING
FOUNDATION
EMBEDMENT
PIPE
A FOUNDATION MAY BE REQUIRED IN VERY POOR SOIL (CLASS IV & V MATERIAL) CONDITIONS.
BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE. BEDDING
MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE
PIPE. IN DRY SOIL CONDITIONS CLASS II OR CLASS III MATERIAL SHALL BE HAND PLACED
4" TO 6", LIGHTLY COMPACTED, UNIFORM AND NOT FINER THAN THE FOUNDATION MATERIAL.
IN WET SOIL CONDITIONS CLASS I, CLASS II OR CLASS III SHALL BE HAND PLACED,
4" TO 6", UNIFORM AND NOT FINER THAN THE FOUNDATION MATERIAL. WHEN UTILIZING
CLASS I MATERIAL, SUFFICIENT AMOUNTS OF CLASS II OR CLASS III MATERIAL SHALL BE
ADDED TO FILL ALL VOIDS CREATED BY THE CLASS I MATERIAL.
HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE. CLASS II OR
CLASS III MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO
PROVIDE ADEQUATE SIDE SUPPORT.
INITIAL BACKFILL MATERIAL SHALL BE CLASS II OR CLASS III. IT SHALL BE HAND PLACED
TO 12" ABOVE THE TOP OF THE PIPE. THE SOIL SHALL BE CONSOLIDATED BY HAND
TAMPING OR WALKING THE SOIL IN PLACE.
FINAL BACKFILL MATERIAL MAY BE MACHINE PLACED. THE MATERIAL SHALL BE CLASS II
OR CLASS III MATERIAL. CLASS IV MATERIAL MAY BE INSTALLED OUTSIDE OF THE ROADWAY.
FINAL BACKFILL UNDER ROADWAYS MAY REQUIRE SPECIAL COMPACTION AND DENSITY TESTS.
5.
4.
3.
2.
1.
PIPE BELL WIDTH
5
4
3
2
1
BACKFILL
FINAL
NOTES:
FIELD DETERMINATION WILL BE PROVIDED BY GRU INSPECTOR. TYPICAL FOUNDATION THICKNESS
SHALL BE 12", BUT MAY VARY ACCORDING TO NATURAL MATERIAL.
REFER TO CITY, COUNTY, OR FDOT STANDARDS, AS APPLICABLE.
BACKFILLING REQUIREMENTS
Page: W-2.0
W-2.0
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
02/20/08
PIPE ZONE TERMINOLOGY
EMBEDMENT MATERIALS
CLASS I: ANGULAR, 1/4" TO 1-1/2", GRADED STONE, INCLUDING A NUMBER OF FILL
MATERIALS THAT HAVE REGIONAL SIGNIFICANCE SUCH AS CORAL, SLAG, CINDERS,
CRUSHED STONE AND CRUSHED SHELLS.
COARSE SANDS AND GRAVELS WITH MAXIMUM PARTICLE SIZE OF 1-1/2",
INCLUDING VARIOUS GRADED SANDS AND GRAVELS CONTAINING SMALL PERCENTAGES
OF FINES, GENERALLY GRANULAR AND NON-COHESIVE, EITHER WET OR DRY. AASHTO
SOIL TYPES A-1 AND A-2 ARE INCLUDED IN THIS CLASS.
FINE SAND AND CLAYEY GRAVELS, INCLUDING FINE SANDS, SAND-CLAY MIXTURES
AND GRAVEL-CLAY MIXTURES. AASHTO SOIL TYPES A-3 AND A-4 ARE INCLUDED IN
THIS CLASS.
SILT, SILTY CLAYS, AND CLAYS, INCLUDING INORGANIC CLAYS AND SILTS OF
MEDIUM TO HIGH PLASTICITY AND LIQUID LIMITS. AASHTO SOIL TYPES A-5, A-6, A-7
AND A-8 ARE INCLUDED IN THIS CLASS. THESE MATERIALS AREA NOT TO BE USED
FOR BEDDING, HAUCHING OR INTIAL BACKFILL.
THIS CLASS INCLUDES THE ORGANIC SOILS, AS WELL AS SOILS CONTAINING FROZEN
EARTH, DEBRIS, ROCKS LARGER THAN 1-1/2" IN DIAMETER AND OTHER
FOREIGN MATERIALS. THESE MATERIALS ARE NOT TO BE USED FOR BEDDING,
HAUNCHING OR INITIAL BACKFILL.
CLASS II:
CLASS III:
CLASS IV:
CLASS V:
INITIAL
BACKFILL
HAUNCHING
BEDDING
MAX. 6"
FOUNDATION
(MAY NOT BE REQUIRED)
MATERIAL
EMBEDMENT
12"
SPRING
LINE OF
PIPE
SOIL CLASSIFICATION
Page: W-2.1
W-2.1
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
02/20/2008
D
h
H
45° MIN.
UNDISTURBED
SOIL
NOMINAL PIPE
DIAMETER
(INCHES)
DEAD ENDS
11-1/4°
BEND
22-1/2°
BEND
45° BEND 90° BEND
BEARING AREA REQUIRED
(SQ. FT.)
NOTE: TABLE CALCULATED FOR A SOIL BEARING CAPACITY OF 3000 POUNDS PER SQUARE FOOT
AND HYDROSTATIC TEST PRESSURE OF 150 PSI.
NOTES:
1. THE BLOCK HEIGHT (h) SHOULD BE EQUAL TO OR LESS THAN HALF THE DEPTH OF BURY
(H). DO NOT ALLOW (h) TO BE LESS THAN (D) THE DIAMETER OF THE PIPE.
2. BEARING AREA = w x h, WHERE (w) IS THE WIDTH OF THE REACTION BLOCK AGAINST
UNDISTURBED SOIL. DETERMINE THE BEARING AREA FROM THE TABLE ABOVE AND DIVIDE
BY (h), E.G. FOR A 10" PIPE WITH A 45° BEND, THE REQ'D THRUST BLOCK AREA
WOULD BE 4 SQ. FT. (FROM TABLE ABOVE). IF H = 4 FT, THEN h MUST BE BETWTEEN
10 IN. (PIPE DIA.) AND 2 FT. (1/2 H). ASSUME h = 2 FT., THEN:
w = BEARING AREA / h = 4 SQ. FT. / 2 FT. = 2 FT.
2724
36
30
58
41
10
16
20
18
14
12
4
8
6
5
12
19
14
9
7
1
4
2
116
12
8 16
23
1
3
4
3
2
2
1
1
1
2
5
8
6
4
3
1
2
1
3721
31
45 82
57
4
6
10
7
14
11
3
1
2
7
17
26
20
13
10
2
5
3
THRUST BLOCK DESIGN - BEARING AREA
Page: W-2.2
W-2.2
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
02/20/08
NOMINAL
PIPE
DIAMETER
(IN.)
DEAD ENDS
11-1/4°
BEND
22-1/2°
BEND
45° BEND 90° BEND
4"
6"
8"
10"
12"
14"
16"
18"
20"
24"
30"
36"
27428
172814
120638
78419
54965
41798
35669
5609
20528
14516
9648
2715
5376
33875
23648
15372
10775
8782
6992
1100
4025
2846 *
1892
533
10700
67414
47061
30591
21441
16305
13914
2189
8009
5663
3764
1059
20993
132266
92336
60021
42071
31992
27300
4293
15711
11110
7385
2078
38789
244394
170691
110900
77732
59111
50442
7932
29030
20528
13644
3840
FORCE = THRUST IN POUNDS
AT 150 P.S.I.
IN COMPUTING THE THRUST FORCE TO BE RESISTED BY FORCE BLOCKING THE FORMULA
F = 2PA SIN (0/2) SHALL BE USED FOR DIFFERENT TYPES OF BENDS AND F = PA FOR DEAD
END PIPE.
* EXAMPLE: WITH 10" DIA. D.I.P. (11.1" O.D.) & 11-1/4" BEND.
F = 2 x 150 P.S.I. x (PI x (11.1/2) x SIN(11.25/2) = 2846 LBS.
NOTE: 1. THE SOIL BEARING CAPACITY VALUE MOST COMMONLY USED IN GRU SERVICE AREA
3,000 LB./SQ. FT.
2. THE O.D. OF THE PIPE IS USED IN DETERMINING THE AREA BECAUSE THE PRESSURE
IS DISTRIBUTED TO THE GASKET FOR MECHANICAL AND SLIP JOINTS.
3. MULTIPLY TABLE VALUES BY 0.67 TO DETERMINE THE THRUST AT 100 PSI.
2
THRUST BLOCK DESIGN - THRUST FORCE
Page: W-2.3
W-2.3
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
02/20/08
SAFE RANGE IN POUNDS
PER SQ. FT.
8,000
2,000
4,000
12,000
10,000
4,000
8,000
12,000
20,000
40,000
60,000
200,000
UNDISTURBED SOIL TYPE
-SAND
QUICK SAND, ALLUVIAL SOIL
SAND -
SAND
HARDPAN, CEMENTED SAND & GRAVEL
CLAY
CLAY
CLAY
ROCK
ROCK
ROCK
LODGE ROCK, GRANITE, TRAP ROCK & SIMILAR
-
-
-
-
-
-
-
BEARING CAPACITIES OF UNDISTURBED SOIL
1,000
4,000
2,000
8,000
4,000
8,000
2,000
30,000
8,000
10,000
50,000
50,000
TO
TO
TO
TO
TO
TO
TO
TO
TO
TO
TO
TO
EQUAL TO GOOD MASONARY
EQUAL TO BEST BRICK
EQUAL TO POOR BRICK
ALWAYS DRY
MODERATELY DRY
SOFT
COMPACTED FIRM
CLEAN, DRY, MEDIUM, COMPACT
FINE LOOSE
NOTES:
1. THE SOIL BEARING CAPACITY VALUE MOST COMMONLY USED IN GRU SERVICE AREA IS 3,000 LB./SQ. FT.
THRUST BLOCK DESIGN - SOIL BEARING CAPACITY
Page: W-2.4
W-2.4
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
02/20/08
UNDISTURBED SOIL
ITEM DESCRIPTION
D.I. MJ1
2 2500 PSI MIN. (FDOT CLASS I)
38 MILS THICKNESS (MIN.) or 15 Ib (MIN.)
M A T E R I A L S
4
90°, 45°, 22-1/2°, 11-1/4° BEND
3
2
1
BEARING AREA
4 D.I. or PVC
1. SEE W-2.2 DATA FOR THE BEARING AREA FOR THE CONCRETE REACTION BLOCK.
2. A NON-POROUS MATERIAL SHALL BE PLACED AROUND THE ENTIRE FITTING TO PROTECT
THE BOLTS FROM THE CONCRETE.
3. LOCATING WIRE REQUIRED ON ALL PVC WATER MAINS.
NOTES:
VISQUEEN or FELT
CONCRETE
PIPE
THRUST BLOCK - BEND
Page: W-2.5
W-2.5
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
02/20/08
ITEM DESCRIPTION
D.I., M.J.1
2 2500 PSI
3 8 MILS THICKNESS (MIN.) or 15 Ib (MIN.)
4 D.I. or PVC (DR-18)
M A T E R I A L S
1. SEE W-2.2 FOR BEARING AREA REQUIRED.
NOTES:
TEE
2. A NONPOROUS MATERIAL 8 MILS (MIN.) VISQUEEN OR 15 Ib (MIN.) FELT
5
6
SHOULD BE PLACED BETWEEN THE CONCRETE AND ENTIRE FITTINGS.
VISQUEEN or FELT
5
3
4
6
2
1
3
6
CONCRETE
PIPE
VALVE BOX
2500 PSICONCRETE THRUST BLOCK
4
7 W/ 4 RODS (MIN.) - 3/4" DIA.WING BLOCK
7
GATE, MJ
THRUST BLOCK - TEES
Page: W-2.6
W-2.6
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
2/20/08
ITEM DESCRIPTION
D.I., M.J.1
2 2500 PSI
3 M.J., E.B.A.A. MEGALUG
4 D.I. or PVC (DR-18)
5 GATE, M.J.
6 8 MILS THICKNESS (MIN.) or 15 Ib (MIN.)
UNDISTURBED
EARTH
UNDISTURBED
EARTH
7 W/ 4 RODS (MIN.) - 3/4" DIA.
5
NOTES:
2. A NONPOROUS MATERIAL 8 MILS (MIN.) VISQUEEN OR 15 Ib (MIN.) FELT
SHOULD BE PLACED BETWEEN THE CONCRETE AND THE ENTIRE FITTING.
2
2
2
6
3
3
6
7
CROSS
CONCRETE
CAP
PIPE
VALVE
VISQUEEN or FELT
WING BLOCK
1. SEE W-2.2 FOR BEARING AREA REQUIRED.
41
5
2
7
THRUST BLOCK - CROSSES
Page: W-2.7
W-2.7
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
2/20/08
MINIMUM TOTAL LENGTH OF RESTRAINT
FOR BEND
M
I
N
I
M
U
M
T
O
T
A
L
L
E
N
G
T
H
O
F
R
E
S
T
R
A
I
N
T
F
O
R
B
E
N
D
BEND
A
PLUG, CAP, OR VALVE
MIN
IM
UM
T
OT
AL
L
EN
GT
H O
F R
ES
TR
AIN
T
FO
R P
LU
G \ C
AP
A
RESTRAIN "A" (LF)
FITTING
11
1
4
° BEND
22
1
2
° BEND
45°/OFFSET
90° BEND
A=MINIMUM FOOTAGE OF PIPE TO BE RESTRAINED.
1. THIS TABLE IS BASED ON THE RESTRAINT CALCULATION SOFTWARE
PROVIDED FREE OF CHARGE BY EBAA IRON INC. AT http://www.ebaa.com/engineering.htm
AND THE FOLLOWING INPUT VARIABLES:
A. MAXIMUM TEST PRESSURE OF 150 PSI
B. LAYING CONDITION TYPE 3 (SEE DETAILS ON PAGE W-3.0)
C. POOR SOIL CONDITIONS (SOIL TYPE ML)
D. USING D.I.P.
E. 2 FEET OF COVER (NOTE: 2.5 TO 3 FEET OF COVER REQUIRED BY GRU)
F. HORIZONTAL BENDS ONLY - ENGINEER TO SUBMIT
CALCULATIONS FOR VERTICAL RESTRAINTS
G. SAFETY FACTOR = 1.5 TO 1
2. FOR POLYWRAPPED D.I.P., MULTIPLY THE FOOTAGE BY 1.50
3. FOR PVC PIPE, MULTIPLY FOOTAGE BY 1.34
4. RESTRAINED PIPE SHALL BE MANUFACTURED RESTRAINED PIPE,
PUSH-ON RESTRAINTS OR MECHANICAL RESTRAINTS.
5. ANY ADDITIONAL FITTINGS WITHIN THE RESTRAINED SECTION SHALL
BE RESTRAINED ACCORDINGLY.
NOTES:
4" 6" 8" 12" 16" 20" 24" 30" 36"
3 4 5 6 98 10 12 13
5 7 9 12 1715 20 23 26
10 14 18 24 3530 40 47 53
24 33 42 58 8572 97 112 126
42 58 75 104 157131 181 213 243DEAD END
NOTE: THIS TABLES IS FOR DIP ONLY; SEE NOTES BELOW FOR PVC
RESTRAINED JOINT STANDARD
Page: W-2.8
W-2.8
FOR BENDS, PLUGS, AND CAPS
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
RESTRAIN "A" (LF)
FITTING 4" 6" 8" 12" 16" 20" 24" 30" 36"
90° BEND
DEAD END
45°/OFFSET
4533
57 78
14 19
7857
101 140
24 33
11
1
4
° BEND
22
1
2
° BEND 7 10
4 6
12 16
7 8
13097 114
211176 243
4741 54
169150
286 326
63 71
2320 27
1211 14
31 35
16 18
1805024x12
211
157
24x24
24x16
24x20
104
*
133
72
6x6
146
180
6920x12
24x6
24x8
20x16
20x20
A.T.
A.T.
125
20x6
20x8
16x12
16x16
11
A.T.
89
133
213
225
*
74
174
189
*
75
12x12
16x6
16x8
12x6
12x8
110
A.T.
28
50
15
8x6
8x8
12x4
8x4
38
A.T.
73
A.T.
50
*
149
129
75
102
43
121
*
72
*
TEE "A"
RESTRAIN (LF)
FITTING SIZE
4x4
6x4 14
28
REDUCER
"B"
40
*
30x12
A.T.=RESTRAINT REQUIRED AT TEE ONLY.
*-NOT APPLICABLE
36x24
36x36
36x30
292
217
146
*
100
179
36x6
36x12
36x8
36x20
36x16
30x20
30x24
30x16
30x30
10
54
100
A.T.
A.T.
287
259
223
307
315
126
254
179
77
27
156
*
101
201
238
TEE "A"
30x6
30x8
FITTING SIZE
REDUCER
"B"
RESTRAIN (LF)
A.T.
A.T.
263
272
NOTE: THESE TABLES ARE FOR PVC PIPE ONLY; SEE W-2.8 OR W-2.9 FOR DIP.
PVC RESTRAINED JOINT STANDARD
Page: W-2.8.1
W-2.8.1
FOR BENDS, PLUGS, AND CAPS
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
TYPE 1 *
FLAT-BOTTOM TRENCH. ** LOOSE
BACKFILL.
TYPE 2
FLAT-BOTTOM TRENCH. ** BACKFILL
LIGHTLY CONSOLIDATED TO
CENTERLINE OF PIPE.
TYPE 3
PIPE BEDDED IN 4-INCH MINIMUM
LOOSE SOIL. *** BACKFILL LIGHTLY
CONSOLIDATED TO TOP OF PIPE.
TYPE 4
PIPE BEDDED IN SAND, GRAVEL, OR
CRUSHED STONE TO DEPTH OF 1/8
PIPE DIAMETER, 4-INCH MINIMUM.
BACKFILL COMPACTED TO TOP OF
PIPE (APPROXIMATELY 80% STANDARD
PROCTOR, AASHTO T-99).
TYPE 5
PIPE BEDDED TO ITS CENTERLINE IN
COMPACTED GRANULAR MATERIAL, 4-INCH
MINIMUM UNDER PIPE. COMPACTED GRANULAR
OR SELECT MATERIAL*** TO TOP OF PIPE
(APPROXIMATELY 90% STANDARD PROCTOR,
AASHTO T-99).
NOTES
CONSIDERATION OF THE PIPE-ZONE EMBEDMENT
CONDITIONS INCLUDED IN THIS FIGURE MAY BE
INFLUENCED BY FACTORS OTHER THAN PIPE
STRENGTH. FOR ADDITIONAL INFORMATION ON
PIPE BEDDING AND BACKFILL, SEE ANSI/AWWA C600.
**FLAT BOTTOM IS DEFINED AS UNDISTURBED EARTH
*FOR NOMINAL PIPE SIZES 14-INCH AND LARGER,
CONSIDERATION SHOULD BE GIVEN TO THE USE OF
LAYING CONDITIONS OTHER THAN TYPE 1.
***"LOOSE SOIL" OR "SELECT MATERIAL" IS DEFINED
AS "NATIVE SOIL EXCAVATED FROM THE TRENCH,
FREE OF ROCKS, FOREIGN MATERIAL, AND
FROZEN EARTH".
Page: W-3.0
W-3.0
PIPE LAYING CONDITIONS
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
02/20/08
1. PVC PLASTIC PIPE SHALL REQUIRE AN INSULATED COPPER WIRE TAPED EVERY 10 FEET
ON THE BOTTOM OF THE PIPE AND WRAPPED AROUND EACH FIRE HYDRANT AT FINAL
GRADE. THE WIRE SHALL BE CONTINUOUS AND ALL SPLICES REQUIRE
2. DEPTH OF PIPE MAY BE FIELD ADJUSTED TO MEET SPECIAL CONDITIONS AS DETERMINED
BY GRU ENGINEER OR INSPECTOR. PIPE INSTALLED WITH LESS THAN 30" OR GREATER
NOTES:
1 WATER MAIN PIPE
ITEM DESCRIPTION
48" MAX.
48" MAX.
PIPE OD+12" MIN.
12"
30" MIN.
36" MAX.
2
BELL HOLE
PROPER BACKFILL MATERIAL
FINAL GRADE
FINAL GRADE
36" MAX.
30" MIN.
1
2
BELL HOLE
2
1
2 TRACER WIRE, BLUE, #10 AWG
SILICON FILLED CONNECTORS. TRACER WIRE SHALL CONTINUE ACROSS DIP SECTIONS
OF PIPE, SUCH AS AT ROAD CROSSINGS.
THAN 36" OF COVER SHALL BE DIP.
(36" UNDER
PAVED ROADWAYS)
3
3 VALVE BOX
3. VALVE BOX SHALL BE INSTALLED AT MAXIMUM 500 Ft. INTERVALS FOR
TESTING OF TRACER WIRE.
2" PVC
WATER MAIN CONSTRUCTION
Page: W-3.1
W-3.1
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
2"
2"
2"
1. PVC PIPE SHALL BE BLUE AND LABELED "POTABLE WATER."
2. ALL OTHER PIPE MATERIAL SHALL BE IDENTIFIED WITH BLUE PAINT OR AN
ADHESIVE-BACKED TAPE FOR DI PIPE 12" IN DIA. AND LARGER.
3. THERE SHALL BE A MINIMUM OF THREE COLORED STRIPES OR TAPES ALONG
THE PIPE (LOCATED AT 10:00, 12:00, AND 2:00) EACH A MINIMUM OF 2
INCHES WIDE.
4. THERE SHALL BE AN INSULATED BLUE #10 AWG COPPER WIRE INSTALLED WITH
PVC PIPES, NO EXCEPTIONS.
NOTES:
TAPED AT 10:00
TAPED AT 12:00
TAPED AT 2:00
WATER MAIN
(PVC OR D.I., ALL DIA.)
4
WATER MAIN PIPE IDENTIFICATION
Page: W-3.2
W-3.2
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
2/20/08
1 4", 6", 8", 12"
ITEM DESCRIPTION
2" x 6" L2
3 2" (TAP)
4
PIPE, D.I. OR PVC (DR-18)
2"5
6
7
8
BOX, VALVE
EBAA MEGA LUG
WIRE, COPPER, INSULATED PURPLE, #10 AWG
GATE VALVE, SQUARE NUT, RESILIENT WEDGE
CAP D.I. (THREADED)
LOW LEAD BRASS NIPPLE INTO VALVE
8
4
2
5
7
6
1
3
COMPACTED
BACKFILL
UNDISTURBED EARTH
FINAL GRADE
6
2
4
1
UNDISTURBED EARTH
8
3
SEE W-2.2
(2-3/4") RODDED BACK
TO I-BOLTS
SOCKET CLAMP
(POURED IN PLACE HIGH EARLY
STRENGTH CONCRETE, 4000 psi)
CONCRETE THRUST BLOCK (4000 psi)
PLAN VIEW
PROFILE VIEW
9
9
10 PVC PIPE (SCH 80)2"
10
MIP x PVC COMPRESSION COUPLING
FORD CATALOG #C87-77K OR APPROVED EQUAL
9
WING BLOCK
WATER MAINS REDUCTION OF LINE SIZE
Page: W-3.3
W-3.3
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
2/9/2012
1
ITEM DESCRIPTION
2"2
4 2"
METER BOX
2"5
2"6
7
PVC PIPE
PVC SCREW ON CAP
6
8
5
5
2
5
1
4
4'-0"
FINAL GRADE
PVC 90° BEND
COMPACTED
BACKFILL
5
6
3
3 TRACER WIRE, COPPER, BLUE INSULATED #10 AWG
UNDISTURBED EARTH
3
1
7
9
7
GATE VALVE, SQUARE NUT, RESILIENT WEDGE
MIP x PVC COMPRESSION COUPLING
FORD CATALOG # C87-77 OR APPROVED EQUAL
7
8 VALVE BOX, CI
9 SCH 40 PVC MALE ADAPTER WITH SCREW ON CAP
2" PVC BLOW-OFF ASSEMBLY
Page: W-3.4
W-3.4
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
1
ITEM DESCRIPTION
2"2
4 2"
METER BOX
2"5
6
7
2"
GATE VALVE, SQUARE NUT, RESILIENT WEDGE
VALVE BOX, CI
GALVANIZED PIPE
GALVANIZED CAP
6
7
5
5
2
5
1
4
4'-0"
FINAL GRADE
GALVANIZED 90° BEND
COMPACTED
BACKFILL
5
6
3
3 TRACER WIRE, COPPER, BLUE INSULATED, #10 AWG
UNDISTURBED EARTH
3
1
2" GALVANIZED PIPE BLOW-OFF ASSEMBLY
Page: W-3.5
W-3.5
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
2/20/08
FINAL GRADE
NOTE: SAMPLES WILL NOT BE COLLECTED UNDER UNSAFE CONDITION
INCLUDING SAMPLE POINTS BELOW GRADE, UNSTABLE SOIL, POOLED WATER
GREATER THAN AN INCH DEPTH. SAMPLES WILL NOT BE COLLECTED UNDER
RAIN OR MIST CONDITIONS. HOSE CONNECTIONS ARE NOT ALLOWED.
3' MIN.
SAMPLE POINT ASSEMBLY
Page: W-3.5.1
W-3.5.1
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
1
ITEM DESCRIPTION
2
3
4
5
6
7
8
4
2
5
8
7
1
3
COMPACTED
BACKFILL
UNDISTURBED EARTH
10
9
FINAL GRADE
6
9
2
10
WATER MAIN SIZE
3"
3"
3"
CONCRETE WING BLOCK (4000 psi HIGH EARLY STRENGTH)
TAPPED CAP D.I.
TRACER WIRE, COPPER, BLUE INSULATED, #10 AWG
METER BOX
GALVANIZED PIPE
GALV. CAP
VALVE BOX, C.I.
3" GALV. 45° BEND
GATE VALVE, SQUARE NUT, RESILIENT WEDGE
6" or 8"
1
11
(2-3/4") RODDED BACK
TO I-BOLTS
WING BLOCK
6" X 3" OR 8" X 3"
SOCKET CLAMP
(POURED IN PLACE 4000 PSI
HIGH EARLY STRENGTH
CONCRETE)
4
3
11
11 EBAA MEGALUG, MECHANICALLY RESTRAINED GLAND
5
12 3" LOW LEAD BRASS NIPPLE
12
3" BLOW-OFF ASSEMBLY FOR 6" 8" WM
Page: W-3.6
W-3.6
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
1 6" or 8" X 3"
ITEM DESCRIPTION
3"2
3
4 3" X 6" L
MJ TAPPED TEE (W/ EBAA MEGALUG RESTRAINT)
3" X 45°5
3" X VARIES6
7
PIPE, GALV.
BEND, GALV.
LOW LEAD BRASS NIPPLE
VALVE BOX, C.I.
VALVE, GATE, SQUARE NUT, RESILIENT WEDGE
4
2
3
5
GALV. CAP
TRACER WIRE, BLUE INSULATED, #10 AWG
3"
9
8
30"MIN. 36" MAX.
GRADE
FINAL
8
7
9
METER BOX
5
1
4
6
5
4 6
9
2
7
1
6
3" BLOW-OFF ASSEMBLY, PERPENDICULAR TO MAIN
Page: W-3.7
W-3.7
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
1 12", 16", 20", 24" X 6"
ITEM DESCRIPTION
6"2
3
4 6" X 16" or 72" (PER FIELD CONDITIONS)
MJ ANCHORING TEE WITH EBAA MEGALUG RESTRAINT
6" X 45°5
6" X VARIES6
7
8
9
8 MILS THICKNESS (MIN.) or FELT 15 Ib (MIN.)
PIPE, D.I.P.
BEND, MJ x MJ
ANCHOR COUPLING, MJ x MJ SWIVEL x SOLID
VALVE BOX, C.I.
VALVE, GATE, MJ, RESILIENT WEDGE
TRACER WIRE, COPPER, BLUE INSULATED, #10 AWG
EBAA MEGA LUG MECHANICALLY RESTRAINED GLAND
11
10
12
6" CAP, D.I., MJ, EBAA MEGALUG
METER BOX
8
1
3
5
1
4
36" MAX.
GRADE
FINAL
10
11
6
8
2
5
30"MIN.
7
6
5
11
12
12
9
9
CONCRETE, THRUST BLOCK (2500 psi)
VISQUEEN
8
9
7
4
13 UNDISTURBED EARTH
13
13
UNLESS SUFFICIENT PIPE EXISTS UPSTREAM & DOWNSTREAM TO PROVIDE RESTRAINT
8
8
6" BLOW-OFF ASSEMBLY
Page: W-3.8
W-3.8
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
8/22/2016
1 30", 36" x 8"
ITEM DESCRIPTION
8"2
3
4 8" x 16" or 72" (PER FIELD CONDITIONS)
MJ ANCHOR TEE (UP TO 30") OR TEE (36")
8" x 45°5
8" x VARIES6
7
8
9
8 MILS THICKNESS (MIN.) or FELT 15 Ib (MIN.)
PIPE, D.I.P.
BEND, MJ x MJ
ANCHORING COUPLING, MJ x MJ, SOLID x SWIVEL
VALVE BOX, C.I.
VALVE, GATE, MJ, RESILIENT WEDGE
TRACER WIRE, COPPER, BLUE INSULATED, #10 AWG
EBAA MEGA LUG MECHANICALLY RESTRAINED GLAND
11
10
12
8" CAP, D.I., MJ, EBAA MEGALUG
METER BOX
8
1
3
5
1
4
36" MAX.
GRADE
FINAL
10
11
6
8
2
5
30"MIN.
7
6
5
11
12
12
9
9
CONCRETE, THRUST BLOCK (2500 psi)
VISQUEEN
9
7
4
4
13 UNDISTURBED EARTH
13
13
8
*UNLESS SUFFICIENT PIPE EXISTS UPSTREAM & DOWNSTREAM TO PROVIDE RESTRAINT
36" ONLY
8" BLOW-OFF ASSEMBLY
Page: W-3.9
W-3.9
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
8/22/2016
1 6"-36"
ITEM
DESCRIPTION
2" (TAP)2
3
4 2"
WATER MAIN
5
6 4' x 4'
7
8
9
GALVANIZED STEEL PLATE
MANHOLE JOINT SEALANT
CONCRETE VAULT (DO NOT BEAR ON PIPE)
LOW LEAD BRASS GATE VALVE HANDWHEEL
LOW LEAD BRASS NIPPLE OUTLET
SERVICE SADDLE 2" NPT
GRAVEL (No. 57 STONE)
AIR RELEASE VALVE
48"
4' x 4'
12"
12"
AS
R
EQ
UIR
ED
7
5
3
4
3
2
1
8
6
9
FINAL
GRADE
12" MIN.
2" x 4"
*
*
*
*
* 30" AND 36" WATERMAIN REQUIRES 3" AIR RELEASE VALVE.
11
12
10
11
12
3/4" GSP NIPPLE
3/4" 90° ELBOW (G.S.P.)
3/4" GSP W/ THREADED ENDS
10
11
8
AIR RELEASE VALVE CONSTRUCTION
Page: W-4.0
W-4.0
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
ITEM DESCRIPTION
1
2 GRAVEL DRAIN BED (No. 57 STONE)
3
4
M A T E R I A L S
TRACER WIRE, COPPER, BLUE INSULATED, #10 AWG
FIRE HYDRANT
EBAA MEGALUG RESTRAINT
30" MIN.
36" MAX.
R/W
UNDISTURBED SOIL
12" 12"
6"
18"
1
4
2
2
1
12"
NOTES:
5
5
1. RESTRAIN MINIMUM 58' OF PIPE.
5 PIPE, D.I.
3
3
Page: W-5.0
W-5.0
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
2/20/08
R/W
VARIES
UNDISTURBED SOIL
FINAL GRADE
1
2
4
3
5
6
4
2
1
ITEM DESCRIPTION
FIRE HYDRANT1
2 ANCHOR COUPLING
3 VALVE BOX, C.I.
4 GATE VALVE
5 ANCHOR TEE
6 CONCRETE THRUST BLOCK (2500 psi)
M A T E R I A L S
BEARING AREA
7 GRAVEL DRAIN BED
8 TRACER WIRE, COPPER, BLUE INSULATED, #10 AWG
FIRE HYDRANT PERPENDICULAR TO THE MAIN
18"
7
9 ANCHOR 90° BEND, M.J.
NOTES:
2. A NONPOROUS MATERIAL 8 MILS (MIN.) VISQUEEN OR 15 Ib (MIN.) FELT
SHOULD BE PLACED BETWEEN THE CONCRETE AND THE ENTIRE FITTING.
5
8
8
6
1. SEE W-2.2 FOR BEARING AREA REQUIRED.
10 TEE
Page: W-5.1
W-5.1
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
R/W
VARIES
UNDISTURBED SOIL
FINAL GRADE
1
2
4
3
ITEM DESCRIPTION
FIRE HYDRANT1
2 ANCHOR COUPLING
3 VALVE BOX, C.I.
4 GATE VALVE
5 ANCHOR TEE
6 CONCRETE THRUST BLOCK (2500 psi)
M A T E R I A L S
7 GRAVEL DRAIN BED
8 TRACER WIRE, COPPER, BLUE INSULATED, #10 AWG
1
5
6
4
R/W
18"
7
9 ANCHOR 90° BEND, M.J.
7
9
NOTES:
2. A NONPOROUS MATERIAL 8 MILS (MIN.) VISQUEEN OR 15 Ib (MIN.) FELT
SHOULD BE PLACED BETWEEN THE CONCRETE AND THE ENTIRE FITTING.
5
8
6
FIRE HYDRANT PARALLEL TO THE MAIN
1. SEE W-2.2 FOR BEARING AREA REQUIRED.
10 TEE
Page: W-5.1.1
W-5.1.1
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
R/W
VARIES
UNDISTURBED SOIL
FINAL GRADE
1
2
4
3
ITEM DESCRIPTION
FIRE HYDRANT1
2 ANCHOR COUPLING
3 VALVE BOX, C.I.
4 GATE VALVE
5 STANDARD TEE
6 CONCRETE THRUST BLOCK (2500 psi)
M A T E R I A L S
7 GRAVEL DRAIN BED
8 TRACER WIRE, COPPER, BLUE INSULATED, #10 AWG
4
2
1
18"
7
10
9 ANCHOR 90° BEND, M.J.
9
NOTES:
2. A NONPOROUS MATERIAL 8 MILS (MIN.) VISQUEEN OR 15 Ib (MIN.) FELT
SHOULD BE PLACED BETWEEN THE CONCRETE AND THE ENTIRE FITTING.
5
8
8
R/W
6
6
1. SEE W-2.2 FOR BEARING AREA REQUIRED.
7
10 TEE
FIRE HYDRANT PARALLEL CLOSE TO THE MAIN
Page: W-5.1.2
W-5.1.2
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
Page: W-5.2
W-5.2
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
2/20/08
LOT 8
LOT 9
LOT 7
LOT 1
LOT 2
LOT 3
NO ELECTRIC
TRANSFORMERS IN
THIS AREA
3 FT TYPICAL
DUAL SERVICE
WATER METER
SINGLE SERVICE
WATER METER
ELECTRIC
TRANSFORMER
ELECTRIC
CONDUCTOR
4 PVC
SLEEVE
4 PVC SLEEVE (SCH-40)
36" MIN.
42" - 48"
FINAL GRADE
ELECTRIC TRANSFORMER
3'3'
VARIES
WATER MAIN
WATER
METER
ASSEMBLY
PROPOSED OR EXISTING ROADWAY
3 FT TYPICAL
WATER MAIN
PLAN
PROFILE
NOTES: 1. WATER METER SERVICE SHALL BE LOCATED TO AVOID CONFLICT WITH LOCATIONS
OF ELECTRIC TRANSFORMERS AND FIRE HYDRANTS.
2. ELECTRIC CONDUCTORS MAY BE ON EITHER SIDE OF THE ROADWAY. WATERMAIN
3. PVC SLEEVE TO BE 3" SCHEDULE 40 PVC SOLVENT WELD.
SHOULD BE ON THE OPPOSITE SIDE OF TRANSFORMERS.
TX
ROADWAY
ELECTRIC CONDUCTOR
WATER SERVICE
VALVE
WATER
SERVICE
5' OUTSIDE CITY LIMIT
2
1
3 2
1
5 SEAL W/ RAMNEK OR
EQUAL (TYP BOTH ENDS)
4. SEAL BOTH ENDS OF 3" SLEEVE WITH RAMNEK OR EQUAL.
SINGLE & DUAL WATER SERVICE
Page: W-6.0
W-6.0
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
9/8/08
LOT 13
LOT 12
LOT 14
LOT 5
LOT 4
LOT 3
LOT 6
LOT 11
LOT 7
LOT 10
3 FT TYPICAL
5 FT WHEN ELECTRIC
TRANSFORMER PRESENT
AT LOT CORNER
3 FT TYPICAL
WW LATERAL
TO CENTER OF LOT
5 FT WHEN FIRE
HYDRANT PRESENT
AT LOT CORNER
3" PURPLE
PVC SLEEVE
LOT LINE
5'
1" PURPLE PVC
1" X 2" TEE
2" PURPLE PVC (DOUBLE)
5' PUE
3 ft typical
SIZE x 2" SADDLE
AND 2" VALVE
5'
R/W
R/W
5' PUE
(VARIES)
5' PUE (VARIES)
WW
CLEAN OUT
(TYP)
5'
SEE DETAIL
FOR METER
ASSEMBLY
(TYP, SEE W-8.0)
2" PURPLE PVC
PR
OP
OS
ED
8
" S
AN
IT
AR
Y
4" PVC
WW LATERAL
SIZE x 2" SADDLE
AND 2" VALVE
VARIES VARIES
POTABLE
WATER MAIN
(SIZE VARIES)
RECLAIMED WATER MAIN
(SIZE VARIES) PURPLE PVC
FIRE
HYDRANT
ASSEMBLY
3" BLUE
PVC SLEEVE
SSMH
SSMH
3' INSIDE CITY LIMITS
WATER, WASTEWATER, AND RECLAIMED WATER FACILITY
Page: W-6.1
W-6.1
ALLOCATION IN RESIDENTIAL DEVELOPMENT
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
2/20/08
ITEM DESCRIPTION
WATER MAIN (MIN. 6")1
2 FIRE HYDRANT ASSEMBLY
3 REDUCER FITTING AND 2" GATE VALVE
4
5
4" WATER MAIN
6
2" BLOW-OFF AND SAMPLE POINT
M A T E R I A L S
LOT 3 LOT 2 LOT 1LOT 4
LOT 8LOT 5 LOT 7LOT 6
6
4
5
2
1
200' MAX.
3
ELECTRIC TRANSFORMER
TX
7
7 2" SCH 40 PVC WATER MAIN (MAX. 4 SERVICES)
8
77
8 3" BLOW-OFF AND SAMPLE POINT
3
DEAD END WATER MAIN CONSTRUCTION
Page: W-6.2
W-6.2
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
1
ITEM DESCRIPTION
4", 6", 8", 12"2
3 1"MPT X1" COMP.
4
M A T E R I A L S
WATER MAIN
1" POLYETHYLENE TUBING, BLUE, SDR-9
CORPORATION STOP FOR PE TUBING
SERVICE SADDLE W/1" CC (TAPERED THREADS)
NOTES:
R/W
COMPACTED BACKFILL
2. TRACER WIRE SHALL BE SPIRALED AROUND THE TUBING, TAPED EVERY
TEN FEET AND CONNECTED TO THE MAIN LINE TRACER WIRE USING
4", 6", 8", 12"
2
1
3
4
GRADE
SILICONE FILLED CONNECTORS.
5
1. ALL FITTINGS FOR POLYETHYLENE TUBING ARE COMPRESSION TYPE.
ASSEMBLY IS INSTALLED.
3. 1" GATE VALVE PROVIDED TO BE TEMPORARY UNTIL WATER METER
4. SEE W-8.0 FOR WATER METER ASSEMBLY INSTALLATION.
TRACER WIRE, BLUE, # 10 AWG5
30"-36"
COVERUSE WHEN METER IS INSTALLED
ADDITIONAL 6' OF TRACER WIRE FOR FUTURE
6
24" MIN ABOVE GRADE
WATER METER YOKE VALVE - 5/8" X 3/4" (# B94-324W-G-NL)
6
WATER METER YOKE VALVE - 1" (# BL94-344W-G-NL)
POLYETHYLENE TUBING WATER SERVICE MAIN SIDE
Page: W-7.0
W-7.0
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
04/14/2017
R/W LINE
1
ITEM DESCRIPTION
4", 6", 8", 12"2
3 1"MPT X1" COMP.
4
M A T E R I A L S
WATER MAIN
1" POLYETHYLENE TUBING, BLUE, SDR-9
CORPORATION STOP FOR PE TUBING
SERVICE SADDLE W/1" CC (TAPERED THREADS)
NOTES:
2. TRACER WIRE SHALL BE SPIRALED AROUND THE TUBING, TAPED EVERY
TEN FEET AND CONNECTED TO THE MAIN LINE TRACER WIRE USING
4", 6", 8", 12"
SILICONE FILLED CONNECTORS.
1. ALL FITTINGS FOR POLYETHYLENE TUBING ARE COMPRESSION TYPE.
ASSEMBLY IS INSTALLED.
3. 1" GATE VALVE PROVIDED TO BE TEMPORARY UNTIL WATER METER
4. SEE W-8.0 FOR WATER METER ASSEMBLY INSTALLATION.
TRACER WIRE, BLUE, # 10 AWG5
WATER METER YOKE VALVE - 5/8" X 3/4" (# B94-324W-G-NL)
6
WATER METER YOKE VALVE - 1" (# BL94-344W-G-NL)
3
6
6
2
4
4
PROPERTY LINE
3'
3'
1
7
1" BRASS GRIP JOINT TEE OR WYE7
Page: W-7.1
W-7.1
DOUBLE 1 INCH POLYETHYLENE WATER SERVICE
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
09/01/2017
R/W LINE
1
ITEM DESCRIPTION
4", 6", 8", 12"2
3 1"
4
M A T E R I A L S
WATER MAIN
1" POLYETHYLENE TUBING, BLUE, SDR-9
GATE VALVE
SERVICE SADDLE W/2" CC (TAPERED THREADS)
NOTES:
2. TRACER WIRE SHALL BE SPIRALED AROUND THE TUBING, TAPED EVERY
TEN FEET AND CONNECTED TO THE MAIN LINE TRACER WIRE USING
4", 6", 8", 12"
SILICONE FILLED CONNECTORS.
1. ALL FITTINGS FOR POLYETHYLENE TUBING ARE COMPRESSION TYPE.
ASSEMBLY IS INSTALLED.
3. 1" GATE VALVE PROVIDED TO BE TEMPORARY UNTIL WATER METER
4. SEE W-8.0 FOR WATER METER ASSEMBLY INSTALLATION.
CTS POLY TUBING 5
WATER METER YOKE VALVE - 5/8" X 3/4" (# B94-324W-G-NL)
6
WATER METER YOKE VALVE - 1" (# BL94-344W-G-NL)
3
2
PROPERTY LINE
1
7
2" BRASS GRIP JOINT WYE OR TEE7
5
2"
ROADWAY
8
2"X6" LONG LOW LEAD BRASS NIPPLE8
6
6
4
4
Page: W-7.3
W-7.3
DOUBLE 2 INCH POLYETHYLENE WATER SERVICE
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
09/01/2017
FINAL GRADE
SCH 40 PVC PIPE
YOKE EXPANSION
YOKE BAR - 1"
WATER METER - 5/8" x 3/4"
METER BALL VALVE - 5/8" X 3/4"
6" SCH 80 PVC THREADED NIPPLE
TRACER WIRE, COPPER. BLUE INSULATED, #10 AWG8
7
6
5
METER BOX - 5/8" X 3/4" OR 1"
4
3
2
DESCRIPTIONITEM
1
1
2
3
5
7
4
8
7
6
R/W
(BY GRU)
(BY CONTRACTOR, FORD METER PART NO. Y-504)
(BY GRU)
(BY CONTRACTOR, FORD METER PART NO. B-91-223-W)
STRUCTURE
9
YOKE BAR - 5/8" X 3/4" (BY CONTRACTOR, FORD METER PART NO. Y-502)
(BY CONTRACTOR, CARSON PART NO. 1419-12-6-H-K-WOK-0F0)
METER BALL VALVE - 1" (BY CONTRACTOR, FORD METER PART NO. B-91-344-W)
9
METER END CONNECTOR - 5/8" X 3/4"
METER END CONNECTOR - 1"
(BY CONTRACTOR, FORD METER PART NO. B-91-223-W)
(BY CONTRACTOR, FORD METER PART NO. C-91-44)
WATER METER ASSEMBLY: 5/8" X 3/4", 3/4", AND 1"
Page: W-8.0
W-8.0
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
NOTES:
1
ITEM DESCRIPTION
2
3
1. GAINESVILLE REGIONAL UTILITIES WILL INSTALL WATER METERS.
METER BOX
TRACER WIRE, COPPER, BLUE INSULATED, #10 AWG
2" PVC PIPE
3
7
4
3
7
1
1
1
5
4 1" x 3/4" PVC REDUCER
5 1" 90° BEND
6
1" X 1" X 2" PVC TEE6
5
4
2
5
4
1" PVC PIPE7
Page: W-8.1
W-8.1
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
12"
FINAL GRADE
1. GAINESVILLE REGIONAL UTILITIES WILL INSTALL WATER METER ASSEMBLY
NOTE:
1
ITEMDESCRIPTION
2
3
4
2" SCH 40 PVC PIPE 2' ABOVE GRADE WITH 2" MALE ADAPTER
5
6
7
8
9
METER BOX, PRECAST CONC.
1-1/2", 2" WATER METER
2" SCH 40 PVC COUPLING, COMPRESSION
BRASS NIPPLE
VALVE BOX, C.I.
1-1/2", 2" BRASS GATE VALVE
2" SCH 40 PVC FEMALE ADAPTER, OR 2" x 1-1/2" REDUCER
2" SCH 40 PVC 90 DEG ELBOW
TRACER WIRE, COPPER, BLUE INSULATED, #10 AWG10
3
1
2
6
5
9
8
1
7
3
10
3
7
14
3
12"
CONTRACTOR
GRU
FLOW
INCLUDING THE WATER METER BOX.
6
GRU PLUMBER
FLOW TO
STRUCTURE
AND THREADED CAP.
WATER METER ASSEMBLY: 1 1/2" & 2" & 3"
Page: W-8.2
W-8.2
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
4/24/06
NOTES:
1
ITEM DESCRIPTION
3/4"2
3 1-1/2" X 3/4"
4 2" X 1-1/2"
1. MULTIPLE GANG METER ASSEMBLY SHALL BE A MAXIMUM OF (12) TWELVE METERS.
2. GAINESVILLE REGIONAL UTILITIES WILL INSTALL WATER METERS UNLESS OTHERWISE SPECIFIED
WATER METER BOX AND ASSEMBLY
2" X 1-1/2"5
2"6
7
PVC PIPE
PVC TEE
PVC ELBOW
PVC REDUCING BUSHING
PVC PIPE
2
8
3
TRACER WIRE, COPPER, BLUE INSULATED, #10 AWG
SEE W-7.1
FOR SERVICE LATERAL
4
5
6
7
8"
18" MIN.
1
18" MIN. 18" MIN.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF THE METER BOX AND
METER YOKE ASSEMBLY. SEE WATER METER ASSEMBLY DETAIL W-8.0.
ON THE APPROVED DRAWINGS.
3
3
3
2
2
6
11
6 METERS MAX.6 METERS MAX.
2" GATE VALVES REQUIRED IF
4 OR MORE METERS PER SIDE
8 PVC TEE (AND 4" X 2" REDUCER, IF NEEDED)2"
2
MULTIPLE GANG METER ASSEMBLY
Page: W-8.3
W-8.3
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
8/22/16
UNDERGROUND BACKFLOW PREVENTER
Page: W-8.4
W-8.4
SCH 40 PVC PIPE
YOKE EXPANSION
YOKE BAR
WATER METER - 5/8" x 3/4"
METER CURB STOP
SCH 80 PVC THREADED NIPPLE
TRACER WIRE, COPPER. BLUE INSULATED, #10 AWG (BY CONTRACTOR)8
7
6
5
METER BOX (BY CONTRACTOR)
4
3
2
DESCRIPTIONITEM
1
(BY GRU)
(BY GRU)
1. CONTRACTOR TO BE RESPONSIBLE FOR 1 YR. WARRANTY PERIOD FOR INSTALLATION OF
NOTE:
WATER METER BOX AND FITTINGS, EXCLUDING ITEMS PROVIDED BY GRU (EFFECTIVE OCTOBER 1, 2007).
2" x 3/4" PVC REDUCER (BY CONTACTOR)9
R/W
STRUCTURE
7
9
2
8
6
5
4
3
1
2
6
7
2" BRASS NIPPLE10
11
10
117
1
FINAL GRADE
7
FINAL GRADE
STRUCTURE
6 3/4"
2"
2 1/2"
1 1/4"
1 1/4"
16 1/2"
APPROX. 44"
2. APPLIES TO RESIDENTIAL POTABLE WATER SERVICE WITHIN RECLAIMED WATER SERVICE AREA.
9
POTABLE WATER MAIN
ROW/PROPERTY LINE
GATE VALVE & BOX
END OF GRU MAINTENANCE
WRAP W/6 MIL. POLYETHYLENE
MIN 10' FROM STRUCTURE
FIR
E P
RO
TE
CT
IO
N S
YS
TE
M
FIRELINE BFP
(DDC OR RPZ
WITH DETECTOR)
WITH CLEARANCE
AS SPECIFIED BY
MANUFACTURER.
FLOOR TO BE SLOPED SO
THAT WATER RUNS OUT
DOOR- MIN 1/16"/FT SLOPE,
MAX 1/4"/FT SLOPE
- 1/4" GAP
REQUIRED UNDER DOOR.
(NO THRESHOLD)
METERS TO BE OWNED AND
MAINTAINED BY GRU. ALL
OTHER PIPES, METER YOKES,
VALVES, BFPS, ETC. TO
BE PRIVATELY MAINTAINED.
LINES TO BE ENCASED
IN FIBER REINFORCED
CONCRETE, 12" THICK
TOP & SIDES.
POTABLE WATER BFP
(RPZ) WITH CLEARANCE
AS SPECIFIED BY
MANUFACTURER.
NOTES:
1) DETAILED INSTALLATION PLANS SHALL BE SUBMITTED FOR REVIEW TO GRU SHOWING BFP AND METER
INSTALLATION DETAILS.
FLOOR TO BE BROOM
FINISHED CONCRETE
A A'
12" MIN
36" MIN
COVER
EXTERIOR WALL.
EXTERIOR DOOR ON
GROUND FLOOR.
METERS TO BE SPACED
MIN 18" FROM FLOOR &
12" BETWEEN ROWS (5/8"-1")
TO A MAXIMUM HEIGHT OF 6'
TO ALLOW FOR VISUAL READ.
2' MIN
(TYP)
12"
MIN
12"
MIN
SECTION A-A'
PIV
LIGHTING PROVIDED BY OWNER.
GFCI OUTLET & LIGHT SWITCH W/
WEATHERPROOF COVER.
FINISHED
GRADE
PERMANENT SIGNAGE TO BE
PROMINENTLY MOUNTED
READING:
"NO STORAGE OF ANY TYPE
IN THIS ROOM"
MIN 2" HIGH LETTERING.
BACKFLOW PREVENTERS
ASSE APPROVED TO
OPERATE VERTICALLY
MAY BE UTILIZED.
INTERIOR WALL & CEILING
SURFACES MUST BE
WATERPROOF-EQUAL TO
EXPOSED EXTERIOR WALLS
OR SHOWER ENCLOSURE
WALLS.
MAX 10' OF PIPE
TO FIRELINE BFP
LOCK BOX PROVIDED
BY GRU, WITH
KEY PROVIDED
BY OWNER TO GRU.
DOOR LOCK BY OWNER.
MIN. 40" CLEAR SPACE (TYP)
BLOWOFF & SAMPLE POINT REQ'D
DIP
DIP
ALL PIPE MUST
BE EXPOSED
AFTER POINT OF
ENTRY.
METER SETTERS REQUIRE LOCKABLE BALL VALVE
CURB STOP UPSTREAM AND DOWNSTREAM.
METERS TO BE MOUNTED HORIZONTALLY
FLOWING LEFT TO RIGHT.
FDC (OPTIONAL)
A GRU METER ROOM
EASEMENT IS
REQUIRED
A GRU PRIVATE OWNERSHIP
AGREEMENT IS REQUIRED
FOR THE PIPE BETWEEN
HERE AND THE METERS
24"
24"
MIN
MIN
PERMANENT SIGN ON DOOR
READING:
"WATER METER ROOM"
MIN 2" HIGH LETTERING.
24"
MIN
INSIDE WATER METERS - ROOM
Page: W-8.5
W-8.5
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
18" MINIMUM
SPACING FROM
FLOOR (TYP)
12" ON CENTER
MINIMUM
CLEARANCE
(TYP)
2' MINIMUM
SPACING FROM
WALL OR EQUIPMENT (TYP)
(3' FOR 1" METERS)
2' MINIMUM SPACING
ON CENTER (TYP)
(3' FOR 1" METERS)
TO PLUMBING
OF UNITS
TO PLUMBING
OF UNITS
TO PLUMBING
OF UNITS
6' MAXIMUM
HEIGHT TO ALLOW
FOR ACCURATE
METER READING
WALL
CONCRETE
FLOOR
NOTES: -MAXIMUM FOUR 5/8" METERS PER 1-1/2" BRANCH HEADER.
-MAXIMUM FIVE 3/4" METERS PER 2" BRANCH HEADER.
-ONLY SENSUS iPERL METERS WILL BE USED AND MUST BE MOUNTED
HORIZONTALLY FLOWING LEFT TO RIGHT FOR READABILITY.
-MINIMUM CLEAR SPACE OF 40" IN FRONT AND 24"(5/8"-3/4" ONLY, 36" FOR 1" & LARGER
METERS) TO EACH SIDE OF METERS AND METERING EQUIPMENT SHALL BE MAINTAINED
AT ALL TIMES FOR READING AND TESTING.
-PERMANENTLY LABEL EACH METER YOKE WITH UNIT NUMBER.
-METERS 5/8" TO 1" WILL BE SENSUS iPERL AND MUST BE MOUNTED
HORIZONTALLY FLOWING LEFT TO RIGHT FOR READABILITY.
MAIN HEADER
PIPE
VALVE ON MAIN HEADER
REQ'D AFTER EVERY
12TH METER SERVED
(TYP)
VALVE REQ'D ON BRANCH HEADER
WHEN SERVING MORE THAN 1 METER
(TYP)
BRANCH
HEADER
PIPE
(TYP)
ITEM DESCRIPTION
1
2
3
4
5
6
1
2
3
5
4
6
PVC PIPE
PVC REDUCING BUSHING
PVC ELBOW
PVC TEE
PVC PIPE
PVC TEE
3/4" (1")*
1-1/2" X 3/4" (1")*
1-1/2"
1-1/2"
4" X 1-1/2"
MATERIALS
1-1/2" X 3/4" (1")*
*(FOR 1" METERS)
MOUNT VALVES MAX. 6' ABOVE FLOOR
5/8" - 1" INSIDE WATER METERS-ROOM
Page: W-8.6
W-8.6
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
1
2
3
4
4
1
2
3
4
4
UNISTRUT P3300
CHANNEL (TYP)
UNISTRUT P1000
CHANNEL (TYP)
12"
2'
WALL
MATERIALS
ITEM DESCRIPTION
1
2
3
4
YOKE EXPANSION
YOKE BAR - 5/8" X 3/4" FORD METER BOX CO. #Y502
SENSUS iPERL 5/8" METER
METER BALL VALVE - 5/8" X 3/4" FORD METER BOX CO. #B-91-223-W
UNISTRUT
P1000
CHANNEL
(TYP)
(LAGGED
INTO WALL
FRAMING)
ELEVATION VIEW
NOT TO SCALE
PLAN VIEW
NOT TO SCALE
5 U-BOLT WITH WASHERS AND NUTS-SUPERSTRUT U-501/2 OR EQUAL
5
MINIMUM
CLEAR
BETWEEN
METERS
MINIMUM
SPACING
UNISTRUT
P3300
CHANNEL
(TYP)
2'2'
MIN. MIN.
WALL
OR
EQUIP.
(TYP.)
5/8" INSIDE WATER METERS-ROOM
Page: W-8.7
W-8.7
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
1
2
3
4
4
1
2
3
4
4
UNISTRUT P3300
CHANNEL (TYP)
UNISTRUT P1000
CHANNEL (TYP)
12"
3'
WALL
MATERIALS
ITEM DESCRIPTION
1
2
3
4
YOKE EXPANSION
YOKE BAR - 1" FORD METER BOX CO. #Y504
SENSUS iPERL 1" METER
METER BALL VALVE - 1" FORD METER BOX CO. #B-91-334-W
UNISTRUT
P1000
CHANNEL
(TYP)
(LAGGED
INTO WALL
FRAMING)
UNISTRUT
P3300
CHANNEL
(TYP)
ELEVATION VIEW
NOT TO SCALE
PLAN VIEW
NOT TO SCALE
5 U-BOLT WITH WASHERS AND NUTS-SUPERSTRUT U-501/2 OR EQUAL
5
MINIMUM
SPACING
MINIMUM
CLEAR
BETWEEN
METERS
3'3'
MIN. MIN.
WALL
OR
EQUIP.
(TYP.)
1" INSIDE WATER METERS-ROOM
Page: W-8.7.1
W-8.7.1
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
18" MINIMUM
SPACING FROM
FLOOR (TYP)
12" MINIMUM
SPACING
ON CENTER
(TYP)
3' MINIMUM
SPACING FROM
WALL OR EQUIPMENT (TYP)
4' MINIMUM
SPACING
ON CENTER (TYP)
TO PLUMBING
OF UNITS
TO PLUMBING
OF UNITS
6' MAXIMUM
HEIGHT TO ALLOW
FOR ACCURATE
METER READING
WALL
CONCRETE
FLOOR
NOTES: -MAXIMUM FOUR 5/8" METERS PER 1-1/2" BRANCH HEADER.
-MAXIMUM FIVE 3/4" METERS PER 2" BRANCH HEADER.
-MINIMUM CLEAR SPACE OF 40" IN FRONT AND 24"(5/8"-3/4" ONLY, 36" FOR 1" & LARGER
METERS) TO EACH SIDE OF METERS AND METERING EQUIPMENT SHALL BE MAINTAINED
AT ALL TIMES FOR READING AND TESTING.
-PERMANENTLY LABEL EACH METER YOKE WITH UNIT NUMBER.
-PERMANENTLY LABEL EACH LARGE MATER WITH FLOOR OR AREA SUPPLIED.
-1-1/2" & 2" METERS SHALL BE SENSUS OMNI C2 METERS MOUNTED
HORIZONTALLY OR VERTICALLY, FLOWING EITHER DIRECTION.
MAIN HEADER
PIPE
VALVE ON MAIN HEADER
REQ'D AFTER EVERY
12TH 5/8" METER SERVED,
AND AFTER EVERY BRANCH
WITH 1" OR LARGER METERS
(TYP)
BRANCH
HEADER
PIPE
(TYP)
ITEM DESCRIPTION
1
2
3
4
5
6
1
2
3
5
4
PVC PIPE
PVC REDUCING BUSHING
PVC ELBOW
PVC TEE
PVC PIPE
PVC TEE
3/4" (1")*
3" X 3/4" (1")*
3"
3"
4" X 3"
MATERIALS
3" X 3/4" (1")*
18" MINIMUM
SPACING METER
TO METER
1
2
3
5
4
18" MINIMUM
SPACING METER
TO METER
6
3' MAXIMUM
HEIGHT
SEE W-8.9 FOR 1-1/2" & 2" METER MATERIALS
*(FOR 1" METERS)
1"
METER
(TYP.)
1-1/2" OR 2"
METER
(TYP.)
5/8" OR
3/4"
METER
(TYP.)
1-1/2" - 2" METERS 1-1/2" - 2" METERS
5/8" - 2" INSIDE WATER METERS-ROOM
Page: W-8.8
W-8.8
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
1
2
3
UNISTRUT P1000
CHANNEL (TYP)
2'
WALL
UNISTRUT
P1000
CHANNEL
(TYP)
(LAGGED
INTO WALL
FRAMING)
ELEVATION VIEW
NOT TO SCALE
PLAN VIEW
NOT TO SCALE
34
5
6
5
4
3
27
MATERIALS
ITEM DESCRIPTION
1
2
3
4
3" X 1-1/2" (2")* PVC TEE
1-1/2" (2")* SCH 80 PVC NIPPLE (THD x SLIP)
1-1/2" (2")* BRASS QUARTER TURN BALL VALVE, PADLOCKABLE
1-1/2" (2")* BRASS NIPPLE (THD x THD)
5 1-1/2" (2")* BRASS TAPPED FLANGE
6
7
4' MINIMUM
1-1/2" (2")* SENSUS OMNI C2 METER
1-1/2" (2")* UNISTRUT PIPE CLAMP
*(FOR 2" METERS)
1
3
2
2
7
7
4
4
5
5
6
3' MINIMUM
TO WALL OR EQUIPMENT
3' MINIMUM
TO WALL OR EQUIPMENT
11/2"-2" INSIDE WATER METERS-ROOM
Page: W-8.9
W-8.9
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
D.I. 90° BEND, FL X FL, WITH EBAA MEGAFLANGE
PRECAST CONCRETE VAULT
7
6
5
D.I. TEE, FL X FL, WITH EBAA MEGAFLANGE
GATE VALVE, FL X FL, WITH EBAA MEGAFLANGE
FIRELINE/COMPOUND METER
1
4
3
2
ITEM
DIP W.M.
ALUMINUM GRATE VAULT COVER
DESCRIPTION
1
2
3
4
5
5
5
6
77
3
VARIES
GRUCONTRACTOR
1. METER VAULT SIZE WILL BE DETERMINED IN ACCORDANCE WITH METER SIZE AND TYPE.
2. ALL FITTINGS WITHIN VAULT MUST BE FLANGED FITTINGS. ALL FITTINGS SHALL BE
STRUCTURALLY SUPPORTED.
NOTES:
9
FLOW
FROM
EXISTING
GRU SYSTEM
D.I. REDUCER8
8
BACKFLOW
PREVENTER
4
4
4
GATE VALVE, MJ X MJ, WITH EBAA MEGALUG9
BY BY
MAINTAINED
PRIVATELY MAINTAINED
BY GRU
3" OR LARGER METER ASSEMBLY
Page: W-9.0
W-9.0
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
2/20/08
R/W LINE
POTABLE WATER
SERVICE LATERAL
POTABLE
WATER SERVICE
TO CUSTOMER
GRU
POTABLE
WATER METER
ASSEMBLY
(END OF GRU
MAINTENCE)
ROADWAY
REDUCED PRESSURE ZONE
BACKFLOW PREVENTER WITH
DETECTOR
SEE DETAIL W-10.1
POTABLE
WATER
MAIN
GATE VALVE
END OF GRU
MAINTENANCE
FIRE LINE
TO STRUCTURE
10' MAX.
10' MAX.
Page: W-10.0
W-10.0
POTABLE WATER SERVICE WITH FIRE LINE
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
1 3/4", 1", 1-1/4", 1-1/2", 2"
ITEM DESCRIPTION
2
3
4
REDUCED PRESSURE ZONE BACKFLOW PREVENTER
GALVANIZED PIPE
GALVANIZED 90 DEG ELBOW
LOW LEAD BRASS NIPPLE
4
4"
FINAL GRADE
12"MIN-36"MAX.
TO STRUCTURE
FROM GRU
WATER METER
44
2
2
6
4
1
5 1/4 TURN LOW LEAD BRASS BALL VALVE
5
5
TEST COCK
ON VALVE
3
3
6 GRAVEL BED (NO. 57 STONE)
FLOWFLOW
3/4", 1", 1-1/4", 1-1/2", 2"
3/4", 1", 1-1/4", 1-1/2", 2"
3/4", 1", 1-1/4", 1-1/2", 2"
3/4", 1", 1-1/4", 1-1/2", 2"
3
3
Page: W-10.1
W-10.1
REDUCED PRESSURE ZONE BACKFLOW PREVENTER
SINGLE SERVICE: 3/4", 1", 1-1/4", 1-1/2", 2"
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
FINAL GRADE
GALV. NIPPLE
PIPE, GALV. (CUT TO LENGTH)
FLANGE, STEEL PIPE, SCREW-TYPE
ELBOW, GALV. 90°
NIPPLE, GALV.
GATE VALVE, NRS, FL X FL
REDUCED PRESSURE CHECK VALVE
1
2
7
6
4
5
5
12"MIN.
4
6
3
TEST COCK # 1
1
ITEM DESCRIPTION
2
3
4
5
6
7
2
4
4
TO STRUCTURE
FROM
GRU
METER
FLOWFLOW
Page: W-10.2
W-10.2
SINGLE SERVICE: 3", 4"
REDUCED PRESSURE BACKFLOW PREVENTER
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
2/20/08
1
ITEM DESCRIPTION
2
3
4
2", 3", 4", 6", 8", 10" FIRE MAIN
2", 3", 4", 6", 8", 10" BEND 90° FL X FL
VALVE BOX, C.I.
2", 3", 4", 6", 8", 10" GATE VALVE, FL X FL (END GRU MAINTENANCE)
2", 3", 4", 6", 8", 10" DUCTILE IRON PIPE-FLANGE X P.E.5
2", 3", 4", 6", 8", 10" OS & Y TYPE GATE VALVE6
2", 3", 4", 6", 8", 10" BACKFLOW PREVENTOR (DOUBLE CHECK OR REDUCED PRESSURE)7
3/4" SHUTOFF VALVE AND DETECTION BYPASS METER8
9 3/4" DETECTOR CHECK VALVE
10 4" CONCRETE SLAB (3500 PSI)
11 4" GALVANIZED STEEL PIPE (SCH 40) GUARD POST - PAINTED OSHA YELLOW
12 2", 3", 4", 6", 8", 10" D.I. 90° BEND M.J. WITH EBAA MEGA LUG
SIZE VARIES
SIZE VARIES
4' TYP.
NOTE: DETECTOR CHECK VALVE ASSEMBLY MAY NOT BE REQUIRED FOR ALL INSTALLATIONS.
BACKFLOW PREVENTER ASSEMBLY SHALL BE WITHIN 10 FEET OF END OF GRU MAINTENANCE
Page: W-10.3
W-10.3
2", 3", 4", 6", 8", 10" FIRELINE CONNECTION
DOUBLE CHECK OR REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
08/22/2016
NTS
10'±
L
C
PVC OR DIP WM
DIP WM
PVC OR DIP WM
D
I
P
W
M
10'±
DIP WM SIZE
VARIES, SEE
UTILITY PLAN
STORM SEWER OR
WASTEWATER PIPE,
DIAMETER VARIES
PVC OR DIP
WM SIZE
VARIES, SEE
UTILITY PLAN
FINISH GRADE
FULL LENGTH (20') SECTION OF DIP
SHALL BE INSTALLED CENTERED
AT STORM SEWER OR WASTEWATER
PIPE TO MAXIMIZE JOINT
SEPARATION AT CROSSING.
10'±
10'±
10'±
10'±
NOTE: IF CROSSING PIPE IS
STORM SEWER, DISTANCE BETWEEN
JOINTS WILL VARY, DEPENDING ON
PIPE MANUFACTURER AND TYPE.
TRACER WIRE SHALL BE CONTINUOUS ACROSS DIP SECTION OF PIPE
OFFSET FITTING
Page: W-10.4
W-10.4
ALTERNATE WATERMAIN CROSSING SECTION DETAIL
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
8/8/2014
ALL DISTURBED EARTH OR NEW BACKFILL SHALL BE
COMPACTED TO 95% OF MODIFIED PROCTOR (ASTM D 1557)
(If installation is open trench)
10' Min
OR STEEL SHEET PILE *
3' Min
(OUTSIDE OF
PIPE TO FACE
OF SHEET PILE)
FLUSH WITH FINISHED GRADE,
BUILDING
SIDEWALK
TREE
CURB
ROADWAY
TREE - WATER SEPARATION
POTABLE WATER MAIN OR SERVICE
VINYL SHEET PILE
SHEET PILE
ALTERNATIVE PIPE PROTECTION FOR SEPARATIONS LESS THAN
7.5 FEET FROM TREES.
*Sheet pile joints to be filled with 50 year silicone caulk prior to placement.
10' M
inim
um
(M
ust extend
below
w
ater m
ain
to a depth sufficient to m
eet
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
8/31/09
SHEETPILE DETAIL (IN CITY LIMITS)
Page: W-10.5
W-10.5
MIN. 12" X 12" CROSS-SECTION
(NOTE: ONE 1" DIA. HOLE SHALL BE
DRILLED IN EACH PIECE OF SHEET
PILE, 2" FROM TOP EDGE AT MID-POINT,
TO FORM A BOND BETWEEN CONCRETE CAP
AND SHEET PILE. SHEET PILE SHALL BE
EMBEDDED 6" IN CONCRETE CAP.)
structural requirem
ents)
FIBER-REINFORCED CONCRETE CAP,
WA
TE
R LIN
E
C
L
15'
(7.5' FROM CENTERLINE OF PIPE)
20' UTILITY EASEMENT
(NO RESTRICTION ON TREES OUTSIDE THIS ZONE)
SE
E N
OT
E 1
F
OR
T
RE
E P
LA
NT
IN
G
RE
QU
IR
EM
EN
TS
W
IT
HIN
T
HIS
Z
ON
E
7' (3.5' FROM
CENTERLINE
OF PIPE)
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ALL TREES PLANTED WITHIN THE UTILITIY EASEMENT SHALL CONFORM TO THE GRU PLANTING MATRIX (SEE APPENDIX C)
NOTE 1:
IF “TREES OF SPECIAL INTEREST” ARE EXISTING WITHIN THIS ZONE, TRENCHLESS INSTALLATION TECHNIQUES, SUCH AS
DIRECTIONAL BORING OR JACKING AND BORING OF A CASING PIPE SHALL BE USED THROUGHOUT THE TREE'S ROOT ZONE
OF INFLUENCE, IF REQUIRED BY CITY ARBORIST .
NOTE 2:
FOR NEW TREES PLANTED WITHIN THIS ZONE (SEE GRU PLANT MATRIX (APPENDIX C), ONE OF THE FOLLOWING SHALL BE
USED IN ORDER TO DETER THE INTRUSION OF ROOTS INTO THE SOIL ZONE AROUND THE UNDERGROUND
INFRASTRUCTURE:
1. SOILS IMMEDIATELY ADJACENT TO THE UNDERGROUND LINES SHALL BE COMPACTED TO A DENSITY OF 98% MODIFIED
PROCTOR. THREE DENSITY TESTS SHALL BE TAKEN AT EACH TREE LOCATION, SPACED 7.5 FEET APART, CENTERED ON
THE TREE. RESULTS SHALL BE SUBMITTED TO GRU FOR APPROVAL; OR
2. ENCASE LINE WITH EXCAVATABLE, FLOWABLE FILL IN ACCORDANCE WITH SECTION 121 - FLOWABLE FILL, FDOT
STANDARDS SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION; OR
3. WRAP TRENCH WITH GEO-TEXTILE FABRIC IMPREGNATED WITH INTEGRAL ROOT BARRIER NODULES, OR
4. SOLID STRUCTURAL BARRIERS SUCH AS CAST-IN-PLACE OR PRE-CAST CONCRETE PANEL, STEEL OR HIGH DENSITY
PLASTIC SHEET-PILE WALL, OR STEEL CASING SIZED PER SECTION VIII.E.1 OF THE DESIGN STANDARDS
5. FOR EXISTING TREES, IF ALLOWED TO REMAIN, TRENCHLESS INSTALLATION TECHNIQUES, SUCH AS DIRECTIONAL
BORING OR JACKING AND BORING OF A CASING PIPE WILL BE REQUIRED THROUGHOUT THE TREE'S ROOT ZONE OF
INFLUENCE.
FOR EACH OF THESE FIVE OPTIONS, THE METHOD SHALL BE USED FOR A MINUMUM HORIZONTAL DISTANCE OF 15 FEET,
CENTERED ON THE TREE.
Gainesville Regional UtilitiesPotable Water Construction Details
M o r e t h a n E n e r g y
Potable Water
Construction Details
8/28/09
TREE SEPARATION FROM POTABLE WATER MAINS AND SERVICES (IN CITY LIMITS)
Page: W-10.9
W-10.9
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