B08_Attachment_02_140P8422R0007_Plans-Water.pdf

M

C1

C6

C7C5

C3

C2

C4

6"MIN THICKNESS

MNRL AGG

VA

R

IE

S

L

W

W

L

H

16" STEEL

PLATE(GALV)

COVER

3'

SLIDE LOCK

STEEL FRAME

(GALV) ANCHORED

TO TOP UNIT

TYPE 3 HANDHOLE

(COVER SAME AS TYPE 5)

#3 BAR (TYP)

#3 BAR (TYP)

TYPE 1 & 2 HANDHOLE

7" 6"

PARKING STRIP OR

PLANTING AREA

4" M

IN

6"

M

AX

TYPE 230 FRAME & COVER

("ELECTRIC" CAST IN COVER)

CONC MAINTENANCE HOLE

ADJUSTMENT RINGS

MINERAL AGGREGATE

CONDUIT (PER DRAWINGS)

GROUND ROD

TOP OF PAVEMENT

TYPE 4 HANDHOLE

TRAFFIC BEARING

HANDHOLE INSTALLATION DETAIL

2'-8" 3'-8"

2'

RISER

6"MIN THICKNESS

MNRL AGG

6" WIDE X 31

2" DEEP CONCRETE

COLLAR WHEN INSTALLED IN

EARTH

2'-8"

SLOPE 1"

6"MIN THICKNESS

MNRL AGG TYPE 9

GROUND ROD

CONDUIT (PER DRAWINGS)

ALL COUPLINGS MUST BE

WATERTIGHT

3"

3'-8"

L

W

L

3' -0

1' -0

6"

3' -6

W

(2) 11

2"Ø LIFT HOLES

BASE

ASPH OR CONC FINISH TO GRADE WITH

4" X 2" JOINT IN CONC AREA

GALV "C" CHANNELS

18" LONG ON ALL

SIDES

FULL 180° OPEN

12" X12"

KNOCKOUT

2 EACH SIDE

6"MIN THICKNESS

MNRL AGG TYPE 9

(2) 1"Ø GROUND

ROD KNOCKOUTS

6"Ø DRAIN HOLE(OPENED)

#3 BAR (TYP)

OPTIONAL GALV

PULLING IRON 1

EACH END

18" X 18"

KNOCKOUT

1 EACH END

STEEL PLATE COVER (GALV)

W/LOCKING LATCH

(4) 3 4"Ø LIFT INSERTS

RECESSED

LIFT HANDLE

COVER

TYPE 5 HANDHOLE

HANDHOLE

TYPE

TOP UNIT INSIDE

DIMENSION

EXTENSION

UNIT(E)

COVER

DIMENSIONS

L W H H L W 1 10" 13" 12" 12" 177

8" 127 8"

2 28" 17" 12" 12" 277 8" 167

8" 3 36" 24" 12" 12" 35" 24"

4 24"Ø VAR NA NA NA

5 36" 24" 32" NA 35" 24"

6 42" 42" 381

2" NA 331

2" 333

4"

GRHH 8"Ø NA

HANDHOLE SCHEDULE

NOTES:

1. THE COVER MUST HAVE 1

16 " TO 1

8" CLEARANCE ON EACH EDGE WITHIN THE FRAME

AFTER GALVANIZING.

2. THE GROUND ROD MUST EXTEND 4" ABOVE THE BOTTOM OF THE HANDHOLE OR

MINERAL AGGREGATE.

3. TYPE 4 HANDHOLE MUST BE INSTALLED IN ROADWAYS, PARKING LOTS, ETC.

4. FOR PAVEMENT DEPTH GREATER THAN 7" USE FRAME EXTENSIONS

TO BRING THE COVER UP THE THE LEVEL OF THE FINISHED PAVEMENT

WITHOUT EMBEDDING THE BOTTOM FLANGE OF THE CASTING IN THE PAVEMENT.

5. A 4' LENGTH OF #6 THWN OR THHN COPPER WIRE MUST BE SECURED FROM THE

HANDHOLE COVER TO THE FRAME. BOND FROM FRAME LID, AND LID TO GROUND ROD.

6. ALL HANDHOLE COVERS AND FRAMES MUST HAVE A NON-SKID SURFACE

7. ALL HANDHOLES MUST HAVE A LOAD RATING OF H20.

3"MAX

2' -0

1'

-0 " M

IN

CONC BLOCK SUPPORT AS

NEEDED

RETURN BEND

WITH BEEHIVE

STRAINER

2" PE PIPE (CU)

2" GALV PIPE

MAINTAIN POSITIVE SLOPE FROM

MAIN TO COMBINATION VALVE

FILL BOX PENETRATION

WITH MORTAR TYP

2" SERVICE CONNECTION

MAIN

ETHAFOAM

INSTALL METER BOX ON

8"X16"X2" CONC BLOCKS.

SPACE TO ENSURE DRAINAGE

TYPE 3 HANDHOLE, STACK AS

REQUIRED

ELEVATION

2" GATE VALVE

(FIP X FIP)

2"X12" BRASS PIPE

(MIP X MIP)

PE PIPE X THREADED

ADAPTER (FIP X PE)

2" PE PIPE (CU)

2" X 1" BRASS

REDUCER, SEE

NOTE 2

BRASS UNION

90° BRASS BEND

BRASS NIPPLE

1" BALL TYPE

BRASS CORP STOP

TEE

STEEL PIPE & FITTINGS

UNION

NOTES:

1. COMBINATION AIR RELEASE AND VACUUM VALVE MUST BE A 1" SIZE

MINIMUM UNLESS OTHERWISE SHOWN N THE PLANS.

2. FOR 1" COMBINATION VALVE, INSTALL 2" X 1" REDUCER BETWEEN

GATE VALVE AND UNION.

VALVE ASSEMBLY DETAIL

BRASS TEE,

SEE NOTE 3

BREAK-AWAY

PLUG

COMBINATION AIR RELEASE/VACUUM

VALVE. VALMATIC OR EQUAL

7. INSTALL IN ACCORDANCE WITH ASTM C891.