General Flashcards

1
Q

G1

2” Service / 1” Service

A

VALVE BOX ON ALL GATE VALVES
GATE VALVE = RESILIANT WEDGE
SADDLES 4” AND UP = DUAL STRAP
4” DIAMETER CASING FOR ROAD CROSSINGS

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2
Q

G2

PIPE LAYING CONDITIONS UNPAVED AREAS

A
METALLIC TAPE AT 1' DEPTH
2 #10 SOLID WIRE TRACER WIRES
PIPE BEDDING TO SPRING LINE
95% COMPACTION
COMPACTED IN 1' LAYERS
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3
Q

G3

PIPE LAYING CONDITIONS EXISTING PAVED AREAS

A

METALLIC TAPE AT 1’ DEPTH
2 #10 SOLID WIRE TRACER WIRES
98% MODIFIED PROCTOR COMPACTION
FLOWABLE FILL AT PCU DISCRETION

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4
Q

G4

FENCE SPECIFICATIONS

A

FENCING SHALL CONFORM TO FDOT INDEX 452

NO BARBED WIRE

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5
Q

G5

VALVE BOX SLIP STYLE

A

VALVE PAD 6” MINIMUM
3’ BELOW GRADE MAXIMUM W/O EXTENSION
BRASS TAG= SIZE, USE, TURNS TO OPEN
3” PVC FOR TRACER WIRES

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6
Q

G6

TAPPING VALVE AND SLEEVE

A
3" OR LARGER= PROVIDED BY CONTRACTOR
SADDLE = EPOXY COATED
2' FROM ANY FITTING
OPERATING NUT MAXIMUM 3' BELOW GRADE
PRESSURE TEST 150 PSI FOR 30 MIN., PCU WITNESS
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7
Q

G7

JACK AND BORE

A

30” MINIMUM COVER DITCHES
36” MINIMUM COVER
SEWER TO BE ANCHORED WITH SPACERS
8’ BEYOND EDGE OF PAVEMENT (CASING)

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8
Q

G8

DIRECTIONAL DRILLING

A
VALVE ON EACH SIDE OF ROAD
4' MINIMUM OR 8X PIPE DIAMETER
ONLY USED IN PCU RIGHT OF WAY
ONLY HDPE DR 11 PIPE
2 #10 TRACER WIRES
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9
Q

G9

TYPICAL SUBDIVISION UTILITY CONNECTION

A

LANDSCAPING CLEAR ZONE= 7.5’ EITHER SIDE PROPERTY LINE

REUSE AND WATER LINES IN 2” CASING

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10
Q

G10

RESTRAINED JOINT TABLE

A
MINIMUM LINEAR FEET OF PIPE TO BE RESTRAINED
NUMBER IN () = POLY WRAP AND FOR PVC PIPE
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11
Q

G11

RESTRAINED JOINT NOTES

A
RESTRAINED JOINTS
ALTERNATIVE TYPES OF PIPE BEDDING
DOUBLE LENGTHS FOR COMBINED BENDS
ALL FITTINGS ARE MECHANICALLY RESTRAINED
MAXIMUM DEFLECTION OF 75%
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12
Q

G12

UTILITIES IN LANDSCAPE BUFFER

A

SHADE TREES PLANTED MAXIMUM SPACING OF 30’
5 SHRUBS BETWEEN TREES
5’ FROM WATER / REUSE MAIN

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13
Q

G13

AMR METER INSTALL 3/4” - 1”

A
LINE LOCATED ON PROPERTY LINE
3' FROM WYE
DUAL CHECK ON POTABLE WITH REUSE
FITTINGS = BRASS/COMPRESSION
POLY TUBING
SADDLES 2-3" ALL BRASS
4" UP = DOUBLE STRAP
2" CASING
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14
Q

G14

AMR METER / SERVICE 1.5-2”

A
OVAL FLANGES
2" CORP STOP
2" R/W GATE VALVE
RPZ ON COMMERCIAL (RES. WHEN REUSE AVAIL.)
POLY TUBING
4" CASING
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15
Q

G15

PERMANANT BLOW OFF

A
VALVE BOX AND PAD
BLOW OFF IN METER BOX
TRACER WIRE
MAXIMUM 3' BELOW GRADE
LINE SIZE VALVE
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16
Q

G16

ARV

A
BREAKAWAY COUPLING ABOVE 2" VALVE
4" DIAMETER BOLLARDS (2' FROM ARV) YELLOW
CONCRETE SLAB
57 STONE
W= S-040, RU= D021, FM= D025
17
Q

G17

ARV OFFSET

A
BREAKAWAY COUPLING ABOVE 2" VALVE
4" DIAMETER BOLLARDS (2' FROM ARV) YELLOW
CONCRETE SLAB
57 STONE
W= S-040, RU= D021, FM= D025
18
Q

G18

BOLLARD POST

A

SCH 40 PIPE FILLED WITH 3000 PSI CONCRETE
5’ TOTAL
2’ BELOW GRADE
PORTLAND CEMENT 28 3000 PSI AT BASE
YELLOW
15’ FROM PAVEMENT OR CURB
METERS TO 2” = 4 BOLLARDS, 3” UP = 6 BOLLARDS