Spec_Vol_16_3_W912PL-12-R-0018.pdf

2" MIN

SERVICE SADDLE

2-#4 HOOPS

12"

MIN

M

IN

M

IN

M

IN

M A

X

2’-1"

GROUT

GROUT

c c .d g n

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

WASTEWATER CONSTRUCTION

ISSUED: 02-10

2" MIN

SERVICE SADDLE

2-#4 HOOPS

12"

MIN

M

IN

M

IN

M

IN

M A

X

2’-1"

GROUT

GROUT

BACKFILL INSIDE OF

MANHOLE W/DRAIN

ROCK TO TOP OF PIPE

CONTINUOUS CONC

BASE RING

PROVIDE STD JOINTS

WITHIN 1’-6" OF

EACH SIDE OF

MANHOLE

BREAK NEAT HOLE IN

MANHOLE SECTION AND

INSERT PIPE

PRECAST CONC

GRADE RINGS

BLOW OFF

VALVE

SHUT OFF

VALVE

REINFORCED CONC FLAT

TOP SLAB DESIGNED FOR

H-20 LOADING

BACK

FLUSH

VALVE

3312-652

NTS

SWAY BRACE

STANDARD MANHOLE

SECTIONS, SEE NOTE 1

NOTE:

FOR TYPE V745 AND V752, USE 48" DIA MANHOLE.

FOR TYPE V754, USE 60" DIA MANHOLE.

1.

TAMPER PROOF

MANHOLE FRAME

AND COVER, SEE 3305-725

c c .d g n

SEWAGE

AIR AND VACUUM VALVE

FILL VOID WITH

NON SHRINK GROUT

SEWER

PIPE

(TYP.)

M

IN

COMPACTED IMPORTED

PIPE BEDDING MATERIAL

TO UNDISTURBED EARTH,

6" MIN

12" DIA.

PERFORATED

PIPE

SEWAGE AIR AND VACUUM ASSEMBLY

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

WASTEWATER CONSTRUCTION

ISSUED: 02-10

NTS

c c .d g n

M

IN

6" V405

60"

MIN

60"

45%%d

6"+/-

NOTES:

WATER BLOWOFF ASSEMBLY/MANHOLE

WATERLINE

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

WASTEWATER CONSTRUCTION

ISSUED: 02-10

NTS

3312-653

3520-702

3312-652

4027-643

3305-725 c c .d g n

PAVEMENT OR

EXISTING GROUND

ASPHALT OR CONCRETE

PAVEMENT

MANHOLE FRAME AND

COVER

VALVE BOX

M

IN

SEE

NOTE 1

6" V405

6" KAM-LOK

MALE CONN

W/DUST

COVER

TEE W/BLIND

FLANGE

ANCHOR IN TOP SLAB

WITH FLANGE RING

FLAT TOP

MANHOLE

60"

MIN

SEE

NOTE 2

NON-SHRINK

GROUT

60"

SEE

NOTE 3

SEE

NOTE 4

45%%d

6"+/-

NOTES:

1.

2.

3.

4.

FLAT TOP PRECAST MANHOLE SIMILAR TO .

SOLID STEEL EXTENSION STEM TO EXTEND

ABOVE BOTTOM OF VALVE BOX.

BRACKETS TO SUPPORT STEM EXTENSION BY VALVE MFR .

TEE IN PIPELINE WITH FLANGE BRANCH.

WATER BLOWOFF ASSEMBLY/MANHOLE

WATERLINE

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

VENT

6" D.I.P. 90° BENDS

M

IN

c c .d g n

FINISHED GRADE

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

WASTEWATER CONSTRUCTION

ISSUED: 02-10

NTS

VENT

6" D.I.P. 90° BENDS

M

IN

PAINT VENT WITH

SAFETY YELLOW

EPOXY COATING

3312-654 c c .d g n

ANCHOR TO SIDE WALL

WITH FLANGE RING

M

A X

FINISHED GRADE

3312-635

6" RETAINING FLANGE

RING WITH STAINLESS

STEEL INSECT SCREEN

6" D.I.P.

SLOPED TO DRAIN

CONCRETE

SUPPORT

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

BREAK-AWAY COUPLING

c c .d g n

VENT PIPE

FINISH GRADE PER PLANS

NOTE:

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

WASTEWATER CONSTRUCTION

ISSUED: 02-10

NTS

BREAK-AWAY COUPLING

3312-654

3312-655 c c .d g n

SQUARE CUT CORNERS

VENT PIPE

STAINLESS STEEL

COUPLING

FINISH GRADE PER PLANS

SINGLE LAYER

POLYETHYLENE

BOND BREAKER

ALL AROUND

TROWEL FINISH ALL EXPOSED

CONCRETE SURFACES.

1.

NOTE:

5/16"

/1

2"

24" SQ. CONC. COLLAR

REINF WITH #5@12" (MAX)

EACH WAY AT MID DEPTH

NON-SHRINK GROUT

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

MJ HYDRANT OUTLET

6" WATER LINE

ALL JOINTS TO BE RESTRAINED.

VALVE BOX

MIN

OR SPECIFIED

NOTE:

c c .d g n

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

WASTEWATER CONSTRUCTION

ISSUED: 02-10

MJ HYDRANT OUTLET

6" WATER LINE

ALL JOINTS TO BE RESTRAINED.

VALVE BOX

MIN

OR SPECIFIED

NOTE:

PRECAST CONC

PIER BLOCK,

16" SQ BASE

FINISH

GRADE

3/4" DRAIN

ROCK TO EL

6" ABOVE

WEEP HOLE

IN BARREL

WATER MAIN W/

MJxFLG TEE

NOZZLE THREADS

AS SPECIFIED

CURB WHERE

APPLICABLE

3312-770

FIRE HYDRANT

NTS

c c .d g n

UNLESS SHOWN

OTHERWISE

S P

E C

IF

IE

D

3’-0" AS SHOWN

M

IN

2’-0" SQ

C O

V E

R A

S

6" FLGxMJ

GATE VALVE

4027-640

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

SUPPLY TO SYSTEM

1.

NOTES:

c c .d g n

2.

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

WASTEWATER CONSTRUCTION

ISSUED: 02-10

SUPPLY TO SYSTEM

1.

NOTES:

GATE VALVE, MATCH

SUPPLY LINE SIZE

INDICATOR POST

FINISH GRADE

EXTENSION, AS REQUIRED

WINDOW

3312-959

POST INDICATOR VALVE

NTS

CONCRETE THRUST

BLOCK

MASTIC COATED

REBAR WITH ANCHOR

HOOKS

3305-954 c c .d g n

WHERE POST INDICATOR VALVE CANNOT BE LOCATED OUT OF PAVED

AREAS, THE SUBCONTRACTOR SHALL PROVIDE A MINIMUM OF 3 GUARD POSTS

AT EACH LOCATION, 3’-0" FROM POST INDICATOR, EQUALLY SPACED, SEE

LOCATION OF POST INDICATOR VALVE TO CONFORM TO NFPA VOL-13 2006.2.

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

5" MIN

M

IN

c c .d g n

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

WASTEWATER CONSTRUCTION

ISSUED: 02-10

5" MIN

M

IN

DIMENSION AS REQUIRED

BY MANUFACTURER

ADJUSTABLE CAST

IRON STEM GUIDE

WITH STAINLESS

STEEL BOLTS AND

NUTS AS REQUIRED

BY MANUFACTURER

STAINLESS STEEL

ANCHOR BOLTS,

NUTS AND

WASHERS. SIZE,

LENGTH AND

THREAD PROJECTION

AS REQUIRED

BY MANUFACTURER

3520-702

STEM GUIDE INSTALLATION

NTS

c c .d g n

SOLID STEEL

GATE STEM

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

M

IN

FINISHED GRADE

CAST IRON LID

GATE VALVE

c c .d g n

NOTE 1

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

WASTEWATER CONSTRUCTION

ISSUED: 02-10

M

IN

FINISHED GRADE

CAST IRON LID

GATE VALVE

PROVIDE 1’-6" SQ x 4"

THICK CONC PAD

CAST IRON VALVE BOX,

SLIDING TYPE,

UPPER SECTION

CAST IRON

VALVE BOX

LOWER SECTION

COMPACTED

BACKFILL

SET COVER OF VALVE BOX

AND CONC PAD 1/4 " BELOW

GRADE IN PAVEMENT OR

SHOULDER, AND FLUSH WITH

GRADE ELSEWHERE

VALVE SIZE AND ENDS

AS SPECIFIED OR

INDICATED ON DRAWINGS

4027-640

BURIED GATE VALVE BOX

NTS

c c .d g n

EXTENSION ROD REQD W/ 2"

OPERATING NUT 1’-0" BELOW

GRADE WHEN VALVE IS

OVER 3’-0" BELOW GRADE

NOTE:

1. VALVE BOX OPERATOR STEM NOT SHOWN. SEE 4027-643

NOTE 1

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

VALVE BOX/OPERATOR STEM

1/4 c c .d g n

2’ MIN

L

V A

R

IE

S

S E

E P

R O

F

IL

E

AWWA VALVE NUT

VALVE

EPOXY COAT ENTIRE STEM

VALVE BOX LID,

1/8"

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

WASTEWATER CONSTRUCTION

ISSUED: 02-10

NTS

VALVE BOX/OPERATOR STEM

1/4 c c .d g n

2’ MIN

L

V A

R

IE

S

S E

E P

R O

F

IL

E

AWWA VALVE NUT

VALVE

EPOXY COAT ENTIRE STEM

VALVE BOX LID,

1/8"

ADAPTER TO FIT AWWA

SQUARE VALVE NUT

1-1/4" DIA STEEL SHAFT

EXTENSION MACHINE TO

MATCH NUT

2" AWWA SQUARE

OPERATING NUT

18" MAX, AND 10" MIN

IN OPEN SPACE AREAS

1/8" FLAT P

CENTERING GUIDE

12" MAX, AND 4" MIN

IN PAVED AND MOWED

AREAS

4027-643

PIN SHAFT

TO NUT

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

TYPICAL VALVE AND BOX SETTING WITH BYPASS

FINISH GRADE

BY -PASS

c c .d g n

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

WASTEWATER CONSTRUCTION

ISSUED: 02-10

NTS

TYPICAL VALVE AND BOX SETTING WITH BYPASS

FINISH GRADE

BY -PASS

4027-644

4027-640

VALVE BOXES,

SIMILAR TO

MASONRY

SUPPORT,

TYP

GATE VALVE 12 INCHES

OR LARGER, AS SPECIFIED

c c .d g n

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

PRESSURE REDUCING VALVE

12"

M

IN

6’-0"

7’-4"

8" 8"

5’-0" 5’-0"

6" PVC

6"X6" MJ TEE

6"X6" MJ TEE

6" 90%%d MJ BEND 6" 90%%d MJ BEND c c .d g n

#4 @ 12" EW #4 @ 12" CONT (TYP)

2-#4 CONT

6" MJ GV

6" MJ GV

GATE VALVE BOX

PLAN

SECTION A-A

DIP TYP.

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

WASTEWATER CONSTRUCTION

ISSUED: 02-10

NTS

PRESSURE REDUCING VALVE

12"

M

IN

6’-0"

7’-4"

8" 8"

5’-0" 5’-0"

6" PVC

6"X6" MJ TEE

6"X6" MJ TEE

6" 90%%d MJ BEND 6" 90%%d MJ BEND c c .d g n

4027-645

#4 @ 12" EW #4 @ 12" CONT (TYP)

2-#4 CONT

6" MJ GV

6" MJ GV

DRILL & TAP FOR

3/8" GAUGE COCK &

SNUBBER (TYP EA SIDE)

ACCESS DOOR 3’X3’

SIMILAR OR EQUAL

TO BILCO SINGLE

LEAF TYPE Q-4

GATE VALVE BOX

GAUGE COCK

W/SNUBBER

(TYP)

6" PRV - ROSS MFG CO.

40-WR OR EQUAL

8" CONC

BLOCK

SUPPORT

2" PERFORATED POSITIVE

DRAIN TO GRADE WITH

A MIN OF 6" CRUSHED

STONE AROUND THE PIPE

A

PLAN

SECTION A-A

DIP TYP.

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

c c .d g n

PLAN

TAPPING TEE

M

IN

SECTION A-A

1’-0" MIN

DOUBLE DETECTOR CHECK VALVE AND VAULT

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA

WASTEWATER CONSTRUCTION

ISSUED: 02-10

NTS

4027-646 c c .d g n

AA

3311-823

PLAN

TAPPING TEE

FLOW METER, SEE

SPECIFICATIONS

NON-SHRINK

GROUT, TYP

EXISTING GRADE

REDUCING

TEE

4’-0"

AS SHOWN ON DWGS

A S

S H

O W

N O

N D

W G

S

PRECAST VAULT,

AS SPECIFIED

4027-640

M

IN

6" COMPACTED

PIPE BEDDING

DOUBLE CHECK

DETECTOR VALVE, V640

SECTION A-A

1’-0" MIN

AL ACCESS HATCH,

36" x 36", H20 RATED, SEE SPECIFICATIONS

PIPE

SUPPORTS

TYP.

DOUBLE DETECTOR CHECK VALVE AND VAULT

STANDARD DRAWINGS FOR WATER AND

FORT CAMPBELL, KY/ FORT IRWIN, CA