WATER/SEWER DETAILS

6"

C

4"

SS

SANIT

ARY S

EW

ER M

AIN

WATER L

INE

SANITARY SEWER CROSSING

SANITARY SEWER CROSSING

WATER CROSSING

WATER CROSSING

SS

SANIT

ARY S

EW

ER M

AIN

WATER L

INE

WATER CROSSING

WATER CROSSING

PROPERTY LINE

3'

3'

2'-6"

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY

SANITARY SEWER STUB

12' 12'

CL

52' ROW

30' BOC-BOC3'

3'

BUIL

DIN

G S

ETBACK/U

TIL

ITY E

ASEMENT

BUIL

DIN

G S

ETBACK/U

TIL

ITY E

ASEMENT

BUIL

DIN

G S

ETBACK/U

TIL

ITY E

ASEMENT

BUIL

DIN

G S

ETBACK/U

TIL

ITY E

ASEMENT

LINE SANITARY SEWER STUB

SANITARY SEWER STUBSANITARY SEWER CROSSING

5'5'

1'

5' 5'

1'

20'

20'

r.o.

w.

r.o.

w.

12' 12'

GREENSPACE

GREENSPACE

SID

EW

ALK

SID

EW

ALK

3200 SW MUNICIPAL DR.Bentonville, AR 72712Ph: (479) 271-3140

www.bentonvillear.com

DETAILS

JI

PN

1 1

WATER/SEWER

REVISIONS:REVISIONS:Adopted by City Council 06/22/2021Ordinance Number: 2021-135

Know what's below.Call before you dig.

03/16/2021

03/16/2021

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WATER, OR SEWER.

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NOTE: DUCTILE IRON, OR PVC

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PIPE REQUIRED FOR

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MANUFACTURER.

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OR AS SPECIFIED BY

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L

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C

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TO BE SPECIFIED

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PVMT.

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EDGE OF

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L

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C DITCH

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4' MIN.

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STAINLESS STEEL

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CASING PIPE

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A

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A

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5' MIN.

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CLAMPS/BANDS

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END SEAL

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SYNTHETIC RUBBER

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CLAMPS/BANDS

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CASING PIPE

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SECTION B-B

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36"

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20"

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30"

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18"

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.406

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.500

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20"

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12"

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24"

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14"

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.344

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.281

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18"

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10"

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16"

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8"

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.250

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.219

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16"

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30"

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.406

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STAINLESS STEEL

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TWO PIECE STAINLESS STEEL BAND

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CASING INSULATORS/SPACERS

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L

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C STREET

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CURB

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BACK OF

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12"

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4' MIN.

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MAX.

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12"

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MAX.

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SPECIFIED

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TO BE

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L

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C

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B

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B

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SECTION A-A

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RUBBER

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END SEAL

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SYNTHETIC

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STAINLESS STEEL JACK

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AT ENDS OF CASING PIPE

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PLACE INSULATOR/SPACER

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POLYMER PLASTIC RUNNERS

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STAINLESS STEEL BAND

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16"

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4"

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.219

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CASING

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CARRIER

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CASING/WALL THICKNESS

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CARRIER & CASING SIZES

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NOTE: SPACERS ARE TO BE NO

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.219

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16"

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6"

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GREATER THAN 8' APART

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CARRIER PIPE

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AT CENTER OF PIPE JOINT

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CARRIER PIPE

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*ALL BELLS SHALL BE RESTRAINED BY APPROVED METHOD.

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*ALL BELLS SHALL BE RESTRAINED INSIDE ENCASEMENT BY APPROVED METHOD.

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NOTES

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7. CLEARANCE ON PIPES BELONGING TO OIL/GAS COMPANIES SHALL BE 18" UNLESS SPECIAL PERMISSION IS GIVEN BY

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6. CLEARANCE SHALL BE A MINIMUM OF 6" BETWEEN PIPE AND OBSTRUCTIONS.

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5. WHERE SHEAR BECOMES A PROBLEM PROPER REINFORCING MUST BE INSTALLED INTO THE BLOCKING.

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4. WHEN BLOCKING AGAINST FITTINGS, FITTINGS SHALL BE COVERED WITH POLYETHYLENE WRAP TO PREVENT BONDING

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3. WEIGHT CALCULATIONS TO BE BASED ON REACTION BACKING TABLE (SEE GWS03).

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MUST HAVE A THRUST BLOCK TO RESIST MOVEMENT OF THESE JOINTS.

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2. WHERE SOIL CONDITIONS MAKE IT NECESSARY TO POUR CONCRETE OVER JOINTS, THE ENDS OF THE ADJACENT PIPES

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1. ALL BLOCKING SHALL BE AGAINST UNDISTURBED SOIL USING 4,000 PSI CONCRETE.

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(WHEN DIRECTED BY WATER DEPT.)

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TYPICAL SECTION OF CROSS & PLUG BLOCKING

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M.J. JOINT REDUCER

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(SIZE TO BE DETERMINED BY WATER DEPT.)

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THRUST SUPPORT FOR REDUCER

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TYPICAL SECTION OF CROSS & 2 PLUG BLOCKING

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FOR VERTICAL BENDS

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TYPICAL BLOCKING

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FOR HORIZONTAL BENDS

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TYPICAL BLOCKING

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SPECIAL BLOCKING OF TEE & PLUG

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BLOCKING FOR TEE

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REINFORCING BARS

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GROUND SURFACE

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OVERSIZED S.S. FLAT WASHER OR S.S. PLATE INSTALLED BETWEEN 3/4" S.S. LOCK NUTS.

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3/4" S.S. ALL-THREAD 12" MIN. THREAD EMBEDMENT IN CONCRETE

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3/16" S.S. SADDLE STRAPS HELD W/ 3/4" S.S. HEX NUT AND LOCK WASHER

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OF CONCRETE

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THESE COMPANIES AND THE DEPARTMENT.

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12"

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8. 12" OF ALL THREAD EMBEDED IN CONCRETE

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9. MIN. 5/8" ALL THREAD FOR SECTIONS 10FT OR UNDER

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WATER MAIN

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CONCRETE SUPPORT

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STAINLESS STEEL THREADED ROD, SEE SCHEDULE

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A

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A

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S.S. CLAMP SEE SCHEDULE

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D.I. FITTING w/ RETAINING GLANDS

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GROUND

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BLOCKING FOR VERTICAL TIE DOWN

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NOTES:

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1. ALL FITTINGS SHALL BE MECHANICAL JOINTS.

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2. DO NOT COVER BELLS OR FLANGES WITH CONCRETE.

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3. WRAP ALL FITTINGS WITH POLY WRAP.

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4. BACK ALL TEES ACCORDING TO SIZE OF BRANCH.

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5. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH

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THAT LATER REMOVAL IS POSSIBLE.

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HORIZONTAL OR VERTICAL, SHALL BE BACKED

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6. ALL BENDS WHERE FITTINGS ARE USED, BOTH

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SOIL BEARING PRESSURE OF 2,000 LB/SQ. FT.

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7. REACTION BACKING TABLE IS BASED ON 150 PSI AND

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ADDITIONAL BACKING MAY BE REQUIRED IN SOME

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AREAS AS REQUIRED BY CITY WATER DEPARTMENT.

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7. CLEARANCE ON PIPES BELONGING TO OIL/GAS COMPANIES SHALL BE 18" UNLESS SPECIAL PERMISSION IS GIVEN BY

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4. WHEN BLOCKING AGAINST FITTINGS, FITTINGS SHALL BE COVERED WITH POLYETHYLENE WRAP TO PREVENT BONDING

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2. WHERE SOIL CONDITIONS MAKE IT NECESSARY TO POUR CONCRETE OVER JOINTS, THE ENDS OF THE ADJACENT PIPES

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M.J. JOINT REDUCER

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(SIZE TO BE DETERMINED BY WATER DEPT.)

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WITH CONCRETE.

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98.5

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5.00'

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4.00'

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5.00'

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50.2

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4.00'

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3.20'

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4.00'

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25.2

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3.00'

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2.80'

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3.00'

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209.5

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6.00'

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6.00'

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6.00'

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106.8

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5.00'

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4.25'

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5.00'

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53.7

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4.00'

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3.50'

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4.00'

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457.2

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8.00'

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7.25'

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8.00'

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233.1

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6.50'

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5.50'

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6.50'

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117.1

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5.00'

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4.75'

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5.00'

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800.3

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9.50'

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9.00'

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9.50'

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408.0

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7.50'

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7.25'

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7.50'

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205.0

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6.00'

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5.75'

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6.00'

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45°

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22 1/2°

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11 1/4°

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ROD DIA.

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BENDS

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PIPE SIZE

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8"

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12"

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18"

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24"

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VOLUME REQ'D (CU. FT.)

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A (FT.)

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B (FT.)

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C (FT.)

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MIN. CLAMP (2 EA.)

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A (FT.)

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B (FT.)

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C (FT.)

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A (FT.)

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B (FT.)

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C (FT.)

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A (FT.)

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B (FT.)

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C (FT.)

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3/8 IN. x 2 IN.

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1/2 IN. x 2 IN.

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5/8 IN. x 3 IN.

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5/8 IN. x 3 IN.

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3/4 IN.

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3/4 IN.

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1 IN.

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1 1/4 IN.

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BLOCKING SCHEDULE

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VOLUME CALCULATED ON THE BASIS OF CONCRETE REACTING THRUST ON THE RESPECTIVE BENDS UNDER AN INTERNAL PRESSURE OF 250 PSI, 50 PSI SURGE AND THE WEIGHT OF CONCRETE IS 150 POUNDS PER CU. FT.

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MIN. CLAMP (2 EA.)

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MIN. CLAMP (2 EA.)

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MIN. CLAMP (2 EA.)

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%%uANCHOR COLLAR (ELEVATION)

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ANCHOR COLLAR SCHEDULE

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M.J. RETAINER GLAND

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M.J. RETAINER GLAND

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M.J. RETAINER GLAND

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M.J. RETAINER GLAND

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"A" BARS "B" BARS

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M.J. RETAINER GLAND

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M.J. RETAINER GLAND

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UNDISTURBED SOIL

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24"

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3.5'

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30"

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36"

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7.0'

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6.5'

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12"

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16"

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20"

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PIPE

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SIZE

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8"

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3.0'

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3.0'

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1.5'

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2.0'

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6"

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1.5'

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2.0'

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5.5'

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2.5'

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2.5'

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7.0'

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6.0'

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1.0'

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1.0'

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1.5'

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1.5'

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DIMENSIONS

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2.0'

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4.5'

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5.0'

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2.5'

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4.0'

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2.0'

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REINFORCING BARS

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#7@6"

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UNDISTURBED SOIL

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4"

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4"

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#8@6"

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#8@6"

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#6@6"

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#6@6"

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#6@6"

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#6@6"

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#6@6"

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#6@10"

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#7@10"

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#7@10"

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#6@6"

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#6@6"

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#6@6"

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#6@6"

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#6@6"

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4EA. #6 BARS

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%%uANCHOR COLLAR (SIDE)

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USE M.J. RETAINER GLANDS FOR

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PIPE SURFACES SHALL BE CLEANED

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OF ALL FOREIGN MATERIAL BEFORE

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4000 PSI CONCRETE COLLAR IS POURED.

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NOTE:

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PIPE 24" AND SMALLER.

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NOTE:

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NOTE:

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ON DEAD END LINE, PIPE MUST EXTEND AT LEAST 12" FROM THE OUTSIDE EDGE OF ANCHOR COLLAR.

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W

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H

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T

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M

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9. MIN. 5/8" ALL THREAD FOR SECTIONS 10FT OR UNDER

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ROD REQUIREMENTS

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NO. OF RODS

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MAIN SIZE

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6"

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8"

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12"

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16"

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24"

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30"

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36"

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2

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4

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4

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6

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6

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8

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8

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NOTE:

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ALL-THREAD STEEL RODS SHALL BE 5/8" STAINLESS STEEL WITH STAINLESS STEEL HARDWARE.

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5/8" STAINLESS STEEL ALL THREAD RODS

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MECHANICAL JOINT CAP

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WATER MAIN

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MJ RETAINER GLAND

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REBAR MAT

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THRUST

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12"

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MIN.

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CARRIER PIPE

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AT CENTER OF PIPE JOINT

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CARRIER PIPE

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GREATER THAN 8' APART

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6"

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16"

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.219

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NOTE: SPACERS ARE TO BE NO

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CARRIER & CASING SIZES

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CASING/WALL THICKNESS

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CARRIER

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CASING

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.219

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4"

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16"

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STAINLESS STEEL BAND

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POLYMER PLASTIC RUNNERS

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AT ENDS OF CASING PIPE

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STAINLESS STEEL JACK

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SYNTHETIC

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END SEAL

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RUBBER

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SECTION A-A

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B

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B

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C

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L

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MAX.

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12"

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MAX.

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12"

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CASING INSULATORS/SPACERS

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TWO PIECE STAINLESS STEEL BAND

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STAINLESS STEEL

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.406

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30"

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16"

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.219

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.250

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8"

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16"

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10"

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18"

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.281

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.344

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14"

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24"

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12"

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20"

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.500

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.406

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18"

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30"

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20"

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36"

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SECTION B-B

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CASING PIPE

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CLAMPS/BANDS

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SYNTHETIC RUBBER

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END SEAL

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CLAMPS/BANDS

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A

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A

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CASING PIPE

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STAINLESS STEEL

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18" MIN. WHEN

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10' MIN.

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C

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L

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OR AS SPECIFIED BY

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MANUFACTURER.

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10' MIN.

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CARRIER PIPE

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WATER OR SEWER

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SEWER IS ABOVE

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SEWER IS ABOVE

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18" MIN. WHEN

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NOTE: DUCTILE IRON, OR PVC

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PIPE REQUIRED FOR

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WATER, OR SEWER.

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*ALL BELLS SHALL BE RESTRAINED BY APPROVED METHOD.

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INITIAL BACKFILL MATERIAL AS SPECIFIED AND IN ACCORDANCE WITH THE CITY OF BENTONVILLE MINIMUM STANDARD SPECIFICATION FOR STREETS

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CLASS 67 MAX AGGREGATE SIZE 3/4"

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EXISTING FINISH ED ED GRADE

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10 GAUGE SOLID TRACER WIRE

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RUNNING ENTIRE LENGTH OF LINE

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* REFER TO STREET SPECIFICATIONS FOR STREET REPAIR INFORMATION

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OF

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SHEET NUMBER:

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DATE:

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DATE:

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DRAWN BY:

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APPROVED BY:

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%%UGENERAL WATER/SEWER DETAIL: GWS01

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%%uENCASEMENT DETAIL

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%%UTHRUST BLOCKING

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%%UREACTION BACKING TABLE

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%%UANCHOR COLLAR SPECIFICATIONS

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%%uENCASEMENT CROSSING DETAIL

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%%USUBDIVISION UTILITY

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%%UPLACEMENT

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%%UTYPICAL BEDDING DETAIL

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BURY

BURY

NOTES:

DETAILS

1 2

WATER

REVISIONS:

PN



Adopted by City Council 06/22/2021Ordinance Number: 2021-135


Approved by Dept. of Health04/01/2021

JI 03/16/2021

03/16/2021

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1" CORP. STOP WITH APPROVED SADDLE

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WATER MAIN

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SDR9 POLYETHYLENE TUBING

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METER BOX W/LID

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STRAP TO METAL FENCE POST OR OTHER SUITABLE SUPPORT

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SDR9 POLYETHYLENE TUBING

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1" CURB STOP (C.F. X C.F.)

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GROUND LEVEL

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UNDISTURBED SOIL

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DUCTILE IRON PIPE WITH RETAINERS

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6" 90° M.J. BEND

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13" SWIVEL ANCHOR COUPLING

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%%UFRONT VIEW

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NOTE: AFTER TEST IS COMPLETE REMOVE SDR9 POLY TUBING FROM CORP STOP. PLACE A 4" PIECE OF PVC PIPE THAT IS 6"-12" LONG OVER CORP. STOP. BACKFILL WITH CLASS #67 MAX AGGREGATE SIZE 3/4".MAX AGGREGATE SIZE 3/4"..

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%%uSINGLE SET

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METER BOX AND LID AS SPECIFIED BY CITY.

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NOTE: 1" SDR9 POLY TUBING WILL SUPPLY WATER ONLY TO A SINGLE 1" METER SERVICE.

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METER RISER PER BENTONVILLE SPECS

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METER BY CITY

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3' PIGTAIL REQUIRED

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10 GAUGE TRACER WIRE REQUIRED

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POLY PIPE SDR9 250 PSI

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ANGLE TO 15° - 30° FOR SERVICES

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1" CORP. STOP

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SDR9 POLY TUBING

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WATER MAIN

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DOUBLE STRAP SERVICE SADDLE

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2" PVC ENCASEMENT

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CLASS 67 GRAVEL MAX AGGREGATE SIZE 3/4"

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PVMT.

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EDGE OF

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L

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C STREET

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CURB

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BACK OF

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BACKFILL & COMPACTION PER STREET DEPT. SPECS.

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METER BOX AND LID AS SPECIFIED BY CITY.

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%%uSINGLE SET

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%%uDOUBLE SET

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NOTE: 1" TUBING WILL SUPPLY WATER TO A SINGLE 5/8" METER SERVICE OR A DOUBLE 5/8" METER SERVICE.

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METER RISER PER BENTONVILLE SPECS

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METER BY CITY

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3' PIGTAIL REQUIRED

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POLY PIPE SDR9 250 PSI

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1" CORP. STOP

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SDR9 POLY TUBING

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WATER MAIN

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2" PVC ENCASEMENT

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PVMT.

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EDGE OF

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L

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C STREET

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CURB

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BACK OF

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BACKFILL & COMPACTION PER STREET DEPT. SPECS.

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3' PIGTAIL REQUIRED

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FINISHED GRADE

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1

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FINISHED GRADE

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1

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TRACER WIRE NEEDS TO EXTEND OUT OF THE VALVE BOX A MIN. OF 6"

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2. USE 6" NIPPLE WITH M.J. RETAINER GLANDS IF DISTANCE BETWEEN VALVE AND HYDRANT MUST BE

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3. FIRE HYDRANT TO BE BLOCKED AGAINST FIRM SOIL AS SHOWN.

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7. M.J. ANCHOR TEE, TAPPING SLEEVE OR TAPPING SADDLE MAY BE USED (SEE MATERIAL SPECIFICATIONS)

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6. HYDRANT SHOULD NOT BE SET CLOSER THAN 4.0' TO OBSTRUCTIONS THAT ARE IN LINE WITH NOZZLE.

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4. ALL HYDRANTS SHALL BE INSTALLED PLUMB.

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1. DRAINAGE BED SHALL CONSIST OF CLASS 67 GRAVEL WITH A MAX AGGREGATE SIZE OF 3/4".

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GREATER THAN 13" SWIVEL ADAPTER.

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NOTES:

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5. LARGE NOZZLE SHALL FACE CURB UNLESS OTHERWISE NOTED. ROTATE BARREL AS REQUIRED.

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8. HYDRANTS TO BE SET AT DEPTHS GREATER THAN 6.0' SHALL BE SET WITH A MODIFIED FIRE HYDRANT SETTING.

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9. POLYWRAP ENTIRE HYDRANT ASSEMBLY. DO NOT COVER WEEP HOLE DRAIN.

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10. HYDRANTS WILL BE SET AT A MINIMUM OF 3' TO A MAXIMUM OF 9' BACK OF CURB OR EDGE OF DRAINING SURFACE, NOT IN SIDEWALK, FIRE LANE, OR RADIUS

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OR AS DIRECTED BY BENTONVILLE WATER DEPARTMENT.

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RETAINER GLANDS

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6" M.J. VALVE W/BOX

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CURB

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POURED IN PLACE 4000 P.S.I. CONCRETE

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BURY LINE

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SEE NOTE 7

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CONCRETE THRUST BLOCKING

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%%UELEVATION VIEW

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4" CONCRETE BLOCK 8"-12" MIN.

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PLAN VIEW

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N.T.S.

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ELEVATION

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N.T.S.

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SEE NOTE 7

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6" M.J. VALVE W/BOX

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9. POLYWRAP ENTIRE HYDRANT ASSEMBLY. DO NOT COVER WEEP HOLE DRAIN.

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8. HYDRANTS TO BE SET AT DEPTHS GREATER THAN 6.0' SHALL BE SET WITH A MODIFIED FIRE HYDRANT SETTING.

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5. LARGE NOZZLE SHALL FACE CURB UNLESS OTHERWISE NOTED. ROTATE BARREL AS REQUIRED.

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6. HYDRANT SHOULD NOT BE SET CLOSER THAN 4.0' TO OBSTRUCTIONS THAT ARE IN LINE WITH NOZZLE.

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7. M.J. ANCHOR TEE, TAPPING SLEEVE OR TAPPING SADDLE MAY BE USED (SEE MATERIAL SPECIFICATIONS)

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2. M.J. RETAINER GLANDS IF DISTANCE BETWEEN VALVE AND HYDRANT MUST BE

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NOTES:

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GREATER THAN 13" SWIVEL ADAPTER.

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1. DRAINAGE BED SHALL CONSIST OF CLASS 67 GRAVEL WITH A MAX AGGREGATE SIZE OF 3/4".

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4. ALL HYDRANTS SHALL BE INSTALLED PLUMB.

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3. FIRE HYDRANT TO BE BLOCKED AGAINST FIRM SOIL AS SHOWN.

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POURED IN PLACE 4000 P.S.I. CONCRETE

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SWIVEL ANCHOR COUPLING

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CURB

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BURY LINE

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10 GAUGE TRACER WIRE

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OR AS DIRECTED BY BENTONVILLE WATER DEPARTMENT.

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10. HYDRANTS WILL BE SET AT A MINIMUM OF 3' TO A MAXIMUM OF 9' BACK OF CURB, NOT IN SIDEWALK, FIRE LANE, OR RADIUS

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%%UELEVATION VIEW

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PLAN VIEW

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N.T.S.

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STRAP TO METAL FENCE POST OR OTHER SUITABLE SUPPORT

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BURY LINE

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STD. FIRE HYDRANT (3'-0" MIN. BURY) (6'-0" MAX. BURY)

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6" M.J. VALVE W/BOX

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VALVE STEM EXTENSION

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VALVE PAD

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UNDISTURBED SOIL

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6" M.J. VALVE W/BOX

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VALVE PAD

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STD. FIRE HYDRANT (3'-0" MIN. BURY) (6'-0" MAX. BURY)

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BURY LINE

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CONCRETE BLOCK (TYP.)

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UNDISTURBED SOIL

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DUCTILE IRON PIPE WITH RETAINERS

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6" 90° M.J. BEND

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13" SWIVEL ANCHOR COUPLING

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6" (R.S.) GATE VALVE

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6" ANCHOR TEE/TAPPING SLEEVE

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UNDISTURBED SOIL

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UNDISTURBED SOIL

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%%UFRONT VIEW

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%%UPLAN VIEW

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%%USIDE VIEW

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NOTE: AFTER TEST IS COMPLETE REMOVE SDR9 POLY TUBING FROM CORP STOP. PLACE A 4" PIECE OF PVC PIPE THAT IS 6"-12" LONG OVER CORP. STOP. BACKFILL WITH CLASS #67 MAX AGGREGATE SIZE 3/4".MAX AGGREGATE SIZE 3/4"..

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1" CORP. STOP

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WATER MAIN

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2. EXTENSION PIECE CAN BE CUT TO LENGTH REQUIRED.

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1. IF EXTENSION PIECE IS NEEDED, PVC C-900 WATER PIPE MAY BE USED.

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*PROVIDE VALVE STEM EXTENSION WITH CENTERING DEVICE IF GREATER THAN 4.0' DEEP.

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4. CAST IRON BOTTOM SECTION

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1. CAST IRON COVER STAMPED (WATER)

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3. PVC C-900 EXTENSION PIECE

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2. CAST IRON TOP SECTION

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LIST OF MATERIAL

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NOTES:

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COMPACTED SOIL

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FINISHED GRADE

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2

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1

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COMPACTED SOIL

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2

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FINISHED GRADE

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4

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1' MIN.

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4' MAX.

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*

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1

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4

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PVC C-900 WATER PIPE EXTENSION

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PVC C-900 WATER PIPE EXTENSION

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5. PVC WATER PIPE EXTENSION

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5

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5

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3. TRACER WIRE NEEDS TO EXTEND OUT OF THE VALVE BOX A MINIMUM OF 6"

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3

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TRACER WIRE NEEDS TO EXTEND OUT OF THE VALVE BOX A MIN. OF 6"

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3

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2" 90%%D COPPER BEND

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APCO AIR/VAC. #200-A

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COMPACTED SOIL (8"X8" MIN. BLOCK)

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2-90° COPPER BENDS W/#24 MESH SCREENING

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90° BEND HARD COPPER

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TEEPOST SUPPORT 6' 3' IN GROUND AND 3' OUT OF GROUND

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5/8" STAINLESS STEEL ALL THREAD RODS

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MJ RETAINER GLAND

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REBAR MAT

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ANCHOR COLLAR PER GWS04

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PLAN VIEW

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N.T.S.

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ELEVATION

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N.T.S.

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UNDISTURBED SOIL

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UNDISTURBED SOIL

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TRENCH

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2" 90%%D COPPER BEND

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1. ALL THREADED CONNECTIONS SHALL HAVE A DOUBLE WRAP OF TEFLON TAPE ON THREADS.

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2. DRILL HOLE IN SIDE OF METER BOX FOR OUTLET PIPING.

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%%U2-INCH AUTOMATIC

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2"X4" BRASS NIPPLE

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DOUBLE STRAP SADDLE

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2"X4" BRASS NIPPLE

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2-2" 90%%D BRASS BENDS

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%%USECTION

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2" HARD COPPER

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SLOPE UP

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FILL W/GRAVEL

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2" UNION

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BRICK SUPPORT ON

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24" ROUND METER BOX & LID

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GROUND SURFACE

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TYPICAL VALVE BOX ASSEMBLY

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BRICK SUPPORT ON

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3. VALVES WILL BE PIPED TO POINT BEYOND PAVEMENT AND SHOULDER.

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PIPE

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2" HARD COPPER

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90° BEND HARD COPPER

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3'-0" MIN.

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2" CORPORATION STOP

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NOTES:

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10 GAUGE TRACER

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WIRE IN VALVE BOX

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OF

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SHEET NUMBER:

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DATE:

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DATE:

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DRAWN BY:

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%%UTEMPORARY 1" BLOW OFF ASSEMBLY

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%%USAMPLE POINTS

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%%UWATER SERVICE DETAIL 1"

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%%UWATER SERVICE DETAIL 5/8"

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%%UFIRE HYDRANT DETAIL W/

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%%URETAINER GLANDS

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%%UFIRE HYDRANT DETAIL W/SWIVEL ANCHOR COUPLING

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%%UDEEP BURY FIRE HYDRANTS

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(BURY DEEPER THAN 6'-0")

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%%UVALVE BOX VALVE STEM & TRACER

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%%UWIRE INSTALLATION

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%%UWATER DETAIL: W01

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%%URESTRAINED GATE VALVE

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%%U2" COMBINATION AIR/VACUUM VALVE DETAIL

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NOTES:

DETAILS

2 2

WATER

REVISIONS:

PN






JI 03/16/2021

03/16/2021

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1. ALL THREADED CONNECTIONS SHALL HAVE A DOUBLE WRAP OF TEFLON TAPE ON THREADS.

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2. DRILL HOLE IN SIDE OF METER BOX FOR OUTLET PIPING.

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90%%D COPPER BEND

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FILL W/GRAVEL

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3" SLOT THRU BOX

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GROUND SURFACE

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3. VALVES WILL BE PIPED TO POINT BEYOND PAVEMENT AND SHOULDER.

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24" ROUND METER BOX & LID

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1" C.F. CURB STOP (IN) F.I.P. (OUT)

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1" TYPE "K" COPPER PIPE

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1" C.F. CORP. STOP

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UNION

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HARD COPPER

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D.I. PIPE

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DOUBLE STRAP SADDLE

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NOTES:

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NOTE: 1" SDR9 POLY TUBING WILL SUPPLY WATER ONLY TO A SINGLE 1" METER SERVICE.

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6"-12"

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1" COPPER OR SIZE OF VENT OPENING

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10 GAUGE TRACE WIRE IN METER BOX

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WATER MAIN

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(SEE NOTE)

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4. RODS SHALL BE FIELD CUT TO FIT & SHALL BE PROTECTED WITH POLYWRAP.

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IN ORDER TO ASSURE ADEQUATE LENGTH TO ADJUST DEPTH OF NEW MAIN.

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1. CONTRACTOR SHALL LOCATE EXISTING MAIN IN ADVANCE OF LAYING NEW LINE

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2. DIMENSIONS SHOWN ARE RECOMENDED MINIMUMS TO PROVIDE ADEQUATE ROOM

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FOR TIGHTENING BOLTS ON JOINTS. (OTHER DIMENSIONS MAY BE USED )

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3. PROVIDE STAINLESS STEEL "ALL THREAD(MIN 5/8")" TIE RODS WITH EYE BOLTS FOR ANCHORING ALL JOINTS.

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PIPE SIZE 6" 8" 12"

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RODS PER NIPPLE 2 2 4

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5. ROTATE TEE UP & ELBOW DOWN AS REQUIRED TO MATCH.

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NOTES:

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ANCHOR RODS

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NIPPLE MINIMUM

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LENGTH 1FT

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ANCHOR RODS

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(SEE NOTE)

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M.J. TEE OR M.J. OUTLET ON CONCRETE MAIN OR TAPPING SADDLE WITH M.J. OUTLET

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90° BEND

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M.J. TAPPING VALVE

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EXISTING MAIN

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NEW WATER MAIN

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EXISTING MAIN

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EITHER RIGHT OR LEFT

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NEW WATER MAIN

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M.J. TAPPING VALVE

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TAPPING SLEEVE

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6. USE TYPICAL CONCRETE BLOCKING REQUIRED.

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%%UTHRUST BLOCKING REQUIRED AT TEES AND ELBOWS.

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%%USECTION VIEW

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%%uTOP VIEW

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M.J. ANCHOR TEE

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PLAN VIEW

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BYPASS LINE

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M.J. 90%%d BEND W/

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CONCRETE BLOCKING

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N.T.S.

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M.J. 90%%d BEND W/

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CONCRETE BLOCKING

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PVC OR D.I.

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PVC OR D.I.

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M.J. GATE VALVE

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12" D.I. SLEEVE OR COUPLING

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M.J. ANCHOR TEE

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M.J. GATE VALVE

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FLANGED PLAIN END

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POURED IN-PLACE METER VAULT

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6' x 5' OUTSIDE DIM.

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M.J. GATE VALVE

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RETAINER GLAND (TYP)

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M.J. ANCHOR TEE

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M.J. GATE VALVE

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M.J. GATE VALVE

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GROUND

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POURED IN PLACE HATCH

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ELEVATION

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N.T.S.

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FINAL GRADE

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HATCH W/ LOCKING MECHANISM

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36" SQUARE ALUMINUM

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MIN.

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MIN.

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MIN.

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DIM. DETERMINED BY

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METER SIZE AND TYPE

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WATER MAIN

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DUCTILE IRON PIPE

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OR TAPPING SLEEVE

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CONCRETE

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BLOCKING

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DUCTILE IRON PIPE

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OR TAPPING VALVE

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D.I. SWIVEL ANCHOR

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COUPLING

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D.I. SWIVEL ANCHOR

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COUPLING OR D.I. PIPE

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%%uSIDE VIEW

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ALL FITTINGS OUTSIDE OF THE VAULT

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ARE REQUIRED TO BE POLYWRAPPED.

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SEE STANDARD SPECIFICATIONS FOR BLOCKING DETAILS.

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VAULT SIZE MAY VARY DEPENDING ON MODEL OF METER.

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4" TOP (TYP.)

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LIFTING POINTS

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REQUIRED

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1 3/4" DIAMETER

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HOLE REQUIRED

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6" WALLS (TYP)

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6" FLOORS (TYP)

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VARIES

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6' OVERALL

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18"

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12"

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6'

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12"

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(DIMENSIONS MAY VARY FOR METER SIZES)

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Contact Water Utilities

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for approved meter/strainer.

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NOTE: IF VAULT IS SQUARE, REBAR IS REQUIRED.

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#4 BAR ON 12" ON CENTER EACH WAY FOR THE BOTTOM

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#4 BAR ON 8" ON CENTER EACH WAY FOR THE WALLS

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#4 BAR ON 8" ON CENTER EACH WAY FOR THE LID

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IN FLOOR OF VAULT PROVIDE 1'W X 1'L X3"D

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DEEP RECESS TO ALLOW FOR SUMP PUMP

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WET WELL IN ORDER TO

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PUMP OUT VAULT

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RECESS FOR

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SUMP PUMP

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WITHIN 6" FROM HINGE SIDE

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BYPASS LINE TO BE SIZED AS METER

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FINAL GRADE

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GROUND LEVEL

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ELEVATION

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N.T.S.

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HOSE BIBB VACUUM BREAKER

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24" MINIMUM

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12"

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12"

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1 CUBIC FOOT OF #67 WASHED STONE MAX AGGREGATE SIZE 3/4"

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TO RPZ TYPE BACKFLOW PREVENTER

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ABANDONED WATER MAIN

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WATER MAIN TO REMAIN IN SERVICE

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CONCRETE THRUST BLOCK

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UNDISTURBED SOIL

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MECHANICAL JOINT CAP (RESTRAINED)

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PLAN VIEW

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PROFILE VIEW

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DOUBLE POLYWRAP

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STEEL I-BEAM

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ABANDONED WATER MAIN

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DOUBLE POLYWRAP

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UNDISTURBED SOIL

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STEEL I-BEAM

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GROUND LEVEL

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GROUND UNION

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GROUND UNION

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12" INCHES MINIMUM FROM GROUND

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GROUND LEVEL

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HOSE BIBB

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Y STRAINER

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SHUT OFF VALVE

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SHUT OFF VALVE

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RP BACKFLOW DEVICE

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PER PLUMBING CODE

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PIPE MATERIAL

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PER PLUMBING CODE

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PIPE MATERIAL

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PER PLUMBING CODE

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WATER FLOW

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(INLET)

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WATER FLOW

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(OUTLET)

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WATER FLOW

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WATER FLOW

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GROUND LEVEL

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GROUND UNION

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PIPE MATERIAL

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GROUND UNION

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12" INCHES MINIMUM FROM GROUND

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GROUND LEVEL

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Y STRAINER

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SHUT OFF VALVE

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SHUT OFF VALVE

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RP BACKFLOW DEVICE

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(INLET)

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(OUTLET)

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SEE NOTE #1

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SEE NOTE #2

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DRAIN BY GRAVITY

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PER PLUMBING CODE

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INDOOR APPLICATION ONLY NOTES: 1. AN AIR GAP DRAIN IS REQUIRED TO REDUCE AN AIR GAP DRAIN IS REQUIRED TO REDUCE SPLASHING OF MINOR DISCHARGES FROM THE RELIEF VALVE DRAIN PORT. 2. INDOOR INSTALLATION OF RP'S SHOULD PROVIDE FOR INDOOR INSTALLATION OF RP'S SHOULD PROVIDE FOR DRAINAGE CAPABLE OF HANDLING IN EXCESS OF THE MAXIMUM DISCHARGE RATE EXPECTED BY THE BACKFLOW ASSEMBLY MANUFACTURER.

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PIPE MATERIAL

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PER PLUMBING CODE

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FLOOR LEVEL

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FLOOR LEVEL

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OF

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DRAWN BY:

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%%U1" COMBINATION AIR/VACUUM VALVE DETAIL

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%%USWING CONNECTION - NEW MAIN TO EXISTING MAIN

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%%UMETER VAULT DETAIL FOR

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%%U4" - 8" METERS (TYPICAL)

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%%UCUT/CAP DETAIL

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%%UFROST FREE HOSE BIBB WITH VACUUM BREAKER

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%%UREDUCED PRESSURE (RP)

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%%UIRRIGATION ONLY

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%%UREDUCED PRESSURE (RP)

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%%UIRRIGATION ONLY

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WYE(45°)

CONCRETE MANHOLEADAPTER (REQUIRED)

GRADE

STANDARD MH RING & COVER.

GREATERTHAN 24"

UNDISTURBED EARTH

THE CONNECTIONS TO EXISTING MANHOLES ARE TO BE CORE-DRILLED WITH THE USE OF A WATER-STOP AND NON-SHRINK GROUT.

45° BEND

4" MIN. ABOVEFINISHED GRADE

4" MIN.6" MAX.

CUT PIPE @ SPRINGLINE COMPACTEDCLASS 67 BACKFILLMAX AGGREGATESIZE 3/4"

CONCRETE MANHOLE ADAPTER (REQUIRED)

CENTERLINES OFPIPES ENTERINGAND EXITINGMANHOLES AREREQUIRED TO PASSTHROUGH THECENTER OF THEMANHOLE.

PROVIDE AS LARGE ACURVE AS POSSIBLE IN

THE FLOW CHANNEL.

MANHOLEFLOW CHANNEL

· CAST IN PLACE MANHOLE REQUIRES A CONCRETE MH

ADAPTER (CMA) OR APPROVED EQUAL WHERE

PIPES PASS THROUGH MANHOLE WALLS.

(REQUIRED)· INSTALL PERMANUFACTURERS

INSTRUCTIONS.

CONCRETEMANHOLEADAPTER(CMA) ISREQUIRED.

FL

CAST INPLACECONCRETEMANHOLEWALL.

CONCRETE MANHOLEADAPTER (CMA)

DETAIL

SEWER PIPE

FLOW CHANNEL.

24" VERTICALMAX.

DIFFERENCEFL IN & FL OUT

FRAME TO BE EMBEDDED IN CONCRETEAT THE TIME OF CONSTRUCTION

6" MIN. WALL THICKNESS(4,000 PSI CONCRETE)

CONCRETE MHADAPTER(REQUIRED).

STANDARD MH RING& COVER (REQUIRED).

Varies

FRAME SHALL BE INSTALLED ATTHE TIME THE MANHOLEIS CONSTRUCTED (TYP).

4' DIA

5' DIA

6' DIA

6"

8"

8"

24"(< or Equal to 24" Pipes)

36"(> 24" Pipes)

8"

10"

12"

InsideDiameter

of Manhole

MinimumWall

Thickness

MinimumRing & Cover

SizeBase

Thickness

MANHOLE INFORMATION TABLE

SELECTBACKFILL

UNYIELDING SUBGRADE(REPLACE WITH STONE

AS REQUIRED)

12" MAX.

24" MIN.30" MAX.

VARIES

6" MIN.

BENCH

NOTE:

BENCH SHALL SLOPE FROMSPRINGLINE OF PIPE TO MANHOLEWALL. OUTLET CHANNEL SHALLBE FULL DEPTH "U" FROM CENTEROF MANHOLE TO WALL.

MH BASE(TABLE ABOVE)

SEWER PIPE

SEWER PIPE

BRUSH FINISH SURFACES TOREMOVE ALL SHARP EDGES

NO STEPS ALLOWED



DETAILS

1 2

SAN.SEWER

PN




JI 03/16/2021

03/16/2021

REVISIONS:

NOTES:

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A

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A

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%%USECTION A-A

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EXISTING MANHOLE

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GROOVE IN CONCRETE BASE BOTTOM OF GROOVE TO MATCH PIPE INVERTS.

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PIPE AS SPECIFIED ON UTILITY PLAN

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PVC PIPE

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NOTE: INSIDE DROP MANHOLES SHALL BE APPROVED PRIOR TO CONSTRUCTION ON A CASE-BY-CASE BASIS.

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PVC SANITARY SEWER 90° BEND (SDR)

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12" MAX. PLUS RING

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8" MIN. PVC PIPE

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APPROVED FITTING

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1 3/4" STAINLESS STEEL BANDS ATTACHED TO CONCRETE WITH 5/8" X 3" STAINLESS STEEL BOLTS WITH EXPANSION ANCHORS (3'-0" O.C. MAXIMUM SPACING)

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OPEN INVERT

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DIRECTION OF FLOW

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*

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MINIMUM 260LB IN STREETS

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* SEE PLANS FOR

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PROPER MANHOLE ELEVATION

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ASSEMBLY REQUIRED

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RING AND LID

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USA MANUFACTURED

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CONCEALED PICKHOLE

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CONCEALED PICKHOLE

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S

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E

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E

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R

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S

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A

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N

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I

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T

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A

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R

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Y

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STANDARD MANHOLE CONSTRUCTION PER DETAIL

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CONCRETE MANHOLE FRAME TO MANHOLE AT SAME TIME MANHOLE IS CAST. (SEE CAST-IN-PLACE SANITARY SEWER MANHOLE DETAIL)

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W

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STANDARD MANHOLE CONSTRUCTION PER DETAIL

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Y

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R

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A

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T

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I

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N

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A

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S

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R

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E

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W

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E

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S

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PICKHOLE

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BOLT HOLES

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SQUARE BOLT PATTERN

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* SEE PLANS FOR

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PROPER MANHOLE ELEVATION

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ASSEMBLY REQUIRED

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RING AND LID

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USA MANUFACTURED

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SERVICE WYE

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45° BEND

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RIGID SLEEVE

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CRUSHABLE PROTECTIVE SLEEVE

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ELBOW AT EDGE OF TRENCH

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LATERAL AGAINST TRENCH WALL

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CLASS 67 BEDDING SUPPORT REQ'D. MAX AGGREGATE SIZE 3/4"

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FOR MODERATE TRENCH DEPTH

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UNDISTURBED TRENCH BOTTOM

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SLOPING LATERAL TRENCH - ANY DEPTH

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(SLOPE AT 1:1 OR FLATTER)

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(SLEEVE OF NEAR ZERO COLUMN STRENGTH)

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CRUSHABLE SLEEVE - ANY DEPTH

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LATERAL AGAINST TRENCH WALL

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SLEEVE TO TOP

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RIGID SLEEVE FOR ANY TRENCH

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(CONCRETE MUST SUPPORT SLEEVE)

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STD. SOIL EMBEDMENT

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PLAN VIEW

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OF

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SHEET NUMBER:

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DATE:

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DATE:

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DRAWN BY:

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APPROVED BY:

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%%USANITARY SEWER DETAIL: SS01

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%%USANITARY SEWER

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%%UINTERIOR DROP MANHOLE

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%%USANITARY SEWER

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%%UEXTERIOR DROP MANHOLE

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%%UHEAVY DUTY MANHOLE

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%%ULID & FRAME

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%%ULID & FRAME

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%%UWATER TIGHT BOLTED MANHOLE

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%%uSANITARY SEWER

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%%USERVICE WYE

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%%USANITARY SEWER

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%%UCAST IN PLACE MANHOLE

REMOVE MH RING & COVER,CONE AND/OR BARREL TO AMIN. OF 2'-0" BELOW EXISTINGGRADE ELEVATION.

CLASS 67 GRAVEL ONLYMAX AGGREGATE SIZE 3/4"(NO SAND)

GRADE

PLUG LINESCONSTRUCT CONCRETE PLUG FROMINSIDE OF THE EXISTING MANHOLE.FILL BOTTOM OF MANHOLE WITH 4,000 PSICONCRETE TO 6" ABOVE THE CROWNOF ALL PIPES.NO EXCAVATION IS REQUIRED.

ABANDONEDSS

BACKFILL, REPAVE or RESURFACEBACKFILL ABANDONMENT IN PAVED AREAS, ANDPERFORM PAVEMENT REPAIR AS PER STANDARDSTREET DEPARTMENT SPECIFICATIONS.BACKFILL ABANDONMENT IN NONPAVED AREAS WITHSELECT NATIVE MATERIAL, AND RESURFACE WITHAPPROPRIATE MATERIALS.

ABANDONEDSS

ABANDONEDSS

CLASS 67 GRAVEL ONLY.MAX AGGREGATE SIZE 3/4"(NO SAND)

ABANDONEDSS

GRADE GRADE BACKFILL NOTES:

IN STREET:· PER STREET STD. FOR BACKFILLIN OTHER AREAS:· USE SELECT NATIVE BACKFILL

REMOVEEXISTING

CONE

ADJUST BARREL WITHNEW CONE:

TO FINISH GRADEELEVATION

NEWGROUNDELEVATION

EXISTINGGRADE

EXISTINGMANHOLE

VARIES WITH MANHOLE ADJUSTMENT DEPTH

3" X 3" CONSTRUCTIONJOINT / KEYHOLE WITH

24" #4 REBAR ON 12" CENTER

STANDARD MHRING & COVER(REQUIRED).

NOTES:

DETAILS

2 2

SAN.SEWER

REVISIONS:

PN






JI 03/16/2021

03/16/2021

AutoCAD SHX Text

2'-0" MIN.

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(2) CLOSED PICKHOLES

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S

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E

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E

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R

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P

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R

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I

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V

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A

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T

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E

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W

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COVER SECTION

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S

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A

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I

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T

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N

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A

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R

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Y

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1 1/4" LETTERING (RECESSED FLUSH)

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1348A

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PROD. NO.

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MO/DAY/YR

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BOTTOM VIEW

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PICKHOLE DETAIL

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OF

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SHEET NUMBER:

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DATE:

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DATE:

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DRAWN BY:

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APPROVED BY:

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%%USANITARY SEWER DETAILS: SS07

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%%USANITARY SEWER MANHOLE

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%%UABANDONMENT

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%%UPRIVATE MANHOLE

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%%URING AND LID

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%%UTYPICAL MANHOLE

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%%UADJUST TO GRADE

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NOTES:

DETAILS

1 2

REVISIONS:

PN



LIFT STATION




03/16/2021

03/16/2021

JI

AutoCAD SHX Text

%%UDETAIL

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%%UVALVE BOX

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DISCHARGE PIPE MUST BE BELOW FROST LINE.

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CONCRETE PIPE SUPPORT (TYP)

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WHEEL GATE VALVE OR ECCENTRIC PLUG VALVE

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ACCESS COVER TO BE ALUM. W/LOCKING HASP

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CHECK VALVE SWING TYPE. LEVER & SPRING TYPE

AutoCAD SHX Text

C

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L

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3/4" ANCHOR BOLT (2" PROJECTION)

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PUMP WITH INTREGAL DISCHARGE ELBOW

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POURED-IN-PLACE CONCRETE MANHOLE

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%%UBASE ELEVATION XXXX.XX

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PUMPS OFF

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STAINLESS STEEL LIFTING CHAIN

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2" GUIDE BAR, STAINLESS STEEL (SCHEDULE 40 PIPE) (4X DUPLEX)

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LEAD PUMP ON

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GROUT

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LAG PUMP ON

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HIGH LEVEL ALARM ON

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INFLUENT PIPE (SEE PLAN FOR INV)

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LIQUID LEVEL SENSORS (DUPLEX SYSTEM)

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S.S. CABLE HOLDER

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HINGED ACCESS COVER

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8"

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4" MIN.

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STAINLESS STEEL INSECT SCREEN

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4" VENT PIPING

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CONTROL PANEL W/ LOCKABLE DISCONNECT (OPENING DIRECTION - OPEN AWAY FROM WET WELL)

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8"

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STD. CLASS 125 C.I. FLANGE (NOM. SIZE), OR THREADED CONNECTION IF REQUIRED BY PUMP FURNISHED

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INTERMEDIATE S.S. GUIDE BAR BRACKET. (USED FOR GUIDE BARS OVER 20 FT. LONG

AutoCAD SHX Text

NPT THREADED CHECK VALVE(S.S. OR PVC)

AutoCAD SHX Text

DRAIN PIPE PVC SDR26 OR S.S.

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C DISCHARGE

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L

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TIE-RODS

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8" MIN.

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6" CRUSHED STONE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR

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6" CRUSHED STONE BASE

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FLANGED CONNECTIONS

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S.S. PIPE

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1 : 1

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NOTE:

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BENTONVILLE WASTEWATER DEPARTMENT

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LIFT STATION DETAILS ARE NOT TO

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BE USED AS CONSTRUCTION PLANS

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CAST OPENING IN PLACE

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WATER STOP

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RETENTION GLAND

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RETENTION GLAND

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RETENTION GLAND

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ALL FITTINGS TO BE FOR SANITARY SEWER

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APPLICATION

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IF LIFT STATION IS A SQUARE BOX

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REBAR IS REQUIRED SITE SPECIFIC PER ENGINEERING.

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PROVIDE WET WELL LINING AS SPECIFIED.

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VALVE VAULT

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WET WELL

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CONTROL PANEL

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TRANSFORMER PAD (AS REQUIRED)

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ASPHALT DRIVE BUILT TO BENTONVILLE STREET DEPARTMENT SPECIFICATIONS.

AutoCAD SHX Text

14' ROLL BACK GATE OR SWING TYPE OPENING TO BE DETERMINED

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

POLE MOUNT AREA LIGHT

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R.O.W.

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R.O.W.

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FROST FREE YARD HYDRANT WITH IN-LINE RPZ BACKFLOW DEVICE

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ASPHALT

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*ACTUAL SITE LAYOUT MAY VARY

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8' PERIMETER FENCE

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(AS REQUIRED BY DEPARTMENT)

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L2

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R2

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L1

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B2

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W2

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SC

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2 OLR

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M2

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230 VAC

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SGL. PHASE

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60 Hz

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2 HP

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18 FL AMP

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G

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LIGHTNING

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ARRESTOR

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N

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F1 2A

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TEST

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AUTO

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HIGH LEVEL ALARM

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AUDIBLE

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ALARM

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R

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ALARM LIGHT

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FLASHER

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HIGH LEVEL ALARM

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HAND

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AUTO

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7

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5

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6

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LAG PUMP

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FS3

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HI TEMP

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G

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1M

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EMT

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11

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1OLR

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PUMP 1

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FS4

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ALT

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ALT

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(1)

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(8)

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(2)

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(1)

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10

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G

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2M

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12

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EMT

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2OLR

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PUMP 2

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AUTO

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HAND

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HI TEMP

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PUMP 1

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SEALFAIL

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A

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SEALFAIL

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A

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PUMP 2

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PUMP 1

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PUMP 2

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PUMP 1 SEAL PROBE

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PUMP 2 SEAL PROBE

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LEAD PUMP ON

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FS2

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PUMPS OFF

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FS1

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CONTROLS

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PUMP 1

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SEALFAIL

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7

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8

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18

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N

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N

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19

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9

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10

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1

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3

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3

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4

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5

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6

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1

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13

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FS2

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FS3

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FS4

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FS1

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(4)

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(5)

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(3)

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1

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-LEGEND-

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WIRE CONNECTION

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FACTORY

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WIRING

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EXTERNAL TO

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PANEL

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TERMINAL

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STRIP

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MAIN

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DISCONNECT

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230 Volts

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60 Hz

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4 W

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SUPPLY:

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1 Phase

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%%U230 V / SINGLE PHASE

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N

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CB2

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G

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H

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M2

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RC

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W2

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J

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K

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M

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SR

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1

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2

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J

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5

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SR

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SR

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CB1

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A

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C

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M1

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W1

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E

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SR

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SC

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D

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1

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2

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R1

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1 OLR

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W1

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B1

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D

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230 VAC

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SGL. PHASE

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60 Hz

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18 FL AMP

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2 HP

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M1

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RC

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F

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5

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1

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1

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13

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14

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OFF

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OFF

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CR1

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3

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OFF

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9

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N

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8

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2M

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1M

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N

AutoCAD SHX Text

N

AutoCAD SHX Text

N

AutoCAD SHX Text

N

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N

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19

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18

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4

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ALT

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6

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1

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1

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5

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4

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LINE-BLOCK

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15

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16

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HI TEMP

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SEALFAIL

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PUMP 2

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CONTROLS

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HI TEMP

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PUMPS

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OFF

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LEAD

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PUMP ON

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PUMP ON

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LAG

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ALARM

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HI-LEVEL

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DRY ALARM

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CONTACTS

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CR1

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CONTACTS

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DRY ALARM

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15

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16

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6

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L1

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L1

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W1

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L2

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B1

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L2

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L3

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L3

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R1

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CB1

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M1

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OLR1

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T1

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T2

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T3

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PUMP 1

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3 PHASE

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460 VAC MOTOR

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5 HP

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1750 RPM

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7.6 FL AMP

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G

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LIGHTNING

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ARRESTOR

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F

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4

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F

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5

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6

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F

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M2

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CB2

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T3

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T2

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T1

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7.6 FL AMP

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1750 RPM

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5 HP

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460 VAC MOTOR

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3 PHASE

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PUMP 2

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W1

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B1

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R1

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OLR2

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F2

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F2

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N

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150VA TRANSFORMER

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F

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1

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PHASE

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MONITOR

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KTK-R-1

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1

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FNM-2

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PM

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(1)

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(8)

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15

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T

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A

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HIGH LEVEL ALARM

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AUDIBLE

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ALARM

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R

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ALARM LIGHT

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WITH FLASHER

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ALARM

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H

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A

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7

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5

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6

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LAG PUMP CALL

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FS3

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8

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HI TEMP

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G

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M1

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9

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OLR1

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FS4

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4

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ALT

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ALT

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(1)

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(8)

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(2)

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(1)

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12

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G

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CALL

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M1

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13

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ETM

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OLR2

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ALTERNATOR

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11

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A

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H

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HI TEMP

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PUMP 1

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SEALFAIL

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A

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SEALFAIL

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A

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17

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N

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PUMP 1 SEALFAIL

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18

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N

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LEAD PUMP ON

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FS2

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3

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PUMPS OFF

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1

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FS1

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SEALFAIL

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7

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8

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17

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N

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N

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18

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11

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12

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1

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3

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3

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4

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5

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6

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15

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1

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L1

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LIGHTNING

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ARRESTOR

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FS2

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FS4

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FS1

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4

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5

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3

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1

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-LEGEND-

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WIRE CONNECTION

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FACTORY

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WIRING

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FIELD

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WIRING

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TERMINAL

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STRIP

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DISCONNECT

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SWITCH

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480 Volts

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60 Hz

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3 W

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SUPPLY:

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3 Phase

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%%U480 V / 3 PHASE

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REQUIRES AN APPLETON 200 GENERATOR CONNECTOR

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%%UDETAIL

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%%UVALVE BOX

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ACCESS COVER TO BE 36" X 36" ALUMINIUM W/LOCKING HASP

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C

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L

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1 : 1

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5 HP, 230 VOLT, 1 PHASE, 3450 RPM TYP. 2 GRINDER PUMPS

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PUMPS OFF

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2" GUIDE BAR, STAINLESS STEEL (SCHEDULE 40 PIPE) (4X DUPLEX)

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LEAD PUMP ON

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GROUT

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LAG PUMP ON

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HIGH LEVEL ALARM ON

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INFLUENT PIPE (SEE PLAN FOR INV)

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LIQUID LEVEL SENSORS (DUPLEX SYSTEM)

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S.S. CABLE HOLDER

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ACCESS COVER TO BE 36" X 54" ALUMINIUM W/ LOCKING HASP

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CAST OPENING IN PLACE

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8"

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STAINLESS STEEL INSECT SCREEN

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4" VENT PIPING

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CONTROL PANEL W/ LOCKABLE DISCONNECT (OPENING DIRECTION - OPEN AWAY FROM WET WELL)

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8"

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2" S.S PIPE OR PVC W/ CHECK VALVE

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2" S.S. PIPE, TH X PE 4'-0" LONG EA, TYP. 4 (CUT TO FIT, IF REQ'D)

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2" S.S. UNION, TYP. 2

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2" FL GATE VALVE QTY. 2

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2" S.S. PIPE, TH X PE 4'-0" LONG EA, TYP. 4 (CUT TO FIT, IF REQ'D)

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2" FL VAL-MATIC CHECK VALVE QTY. 2

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WATER STOP

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WATER STOP

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WATER STOP

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RETENTION GLAND

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NOTE:

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APPLICATION

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IF LIFT STATION IS A SQUARE BOX

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ALL INTERIOR PIPING SHALL BE 2" STAINLESS STEEL

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PROVIDE WET WELL LINING AS SPECIFIED.

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3/4" ANCHOR BOLT (2" PROJECTION)

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POURED-IN-PLACE CONCRETE MANHOLE

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%%UBASE ELEVATION XXXX.XX

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6" CRUSHED STONE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR

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#4 AT EACH CORNER A" (TYP.)

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#4 @ 6" O.C. BOTH WAYS (TYP.)

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#4 AS SHOWN (TYP.)

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"A"

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"A"

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%%USECTION A-A

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NOTE:

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#4 AT EACH CORNER A" (TYP.)

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#4 @ 6" O.C. BOTH WAYS (TYP.)

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"B"

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"B"

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%%USECTION B-B

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OF

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SHEET NUMBER:

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DATE:

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DATE:

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DRAWN BY:

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APPROVED BY:

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%%ULIFT STATION DETAILS: LS01

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%%UDUPLEX PUMP CONTROL PANEL

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%%UDUPLEX PUMP CONTROL PANEL

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%%ULIFT STATION SITE DETAIL

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%%ULIFT STATION DETAIL

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%%UNON-CLOG PUMPS 5 HP AND UP

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%%ULIFT STATION DETAIL

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%%UGRINDER PUMPS 5 HP AND LESS

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%%UTOP SLAB REINFORCEMENT DETAIL

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%%UWET WELL AND VALVE VAULT

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%%UBOTTOM SLAB REINFORCEMENT DETAIL

NOTES:

DETAILS

2 2

REVISIONS:

LIFT STATION






JI

PN 03/16/2021

03/16/2021

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CONCRETE PIPE SUPPORT (TYP)

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WHEEL GATE VALVE OR ECCENTRIC PLUG VALVE

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ACCESS COVER TO BE ALUM. W/LOCKING HASP

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CHECK VALVE SWING TYPE. LEVER & SPRING TYPE

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C

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L

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FLANGED CONNECTIONS

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DRAIN PIPE (STAINLESS STEEL)

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WATER STOP

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WATER STOP

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NOTE:

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FORCE MAIN PIPE SHALL BE CENTERED ACROSS MANHOLE. CONTRACTOR TO INSTALL FORCE MAIN AT DEPTH REQUIRED TO FACILITATE INSTALLATION OF AIR RELEASE MANHOLE AT HIGH POINT OF LINE.

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%%USECTION

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%%UPLAN

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MIN. 10 LF DIP FORCE MAIN CENTERED ON MANHOLE

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FLEXIBLE SEAL

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4' DIA. CAST IN PLACE CONCRETE MANHOLE

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CLA-VAL SEWER AIR RELEASE VALVE OR APPROVED EQUAL

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NOTES:

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APPLICATION

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FINISHED GRADE

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24" RING & COVER TRAFFIC RATED W/ 1" DRILLED VENT HOLE

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3' MIN.

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MIN. 6" #67 STONE MAX AGGREGATE SIZE 3/4"

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2" ISOLATION VALVE AND INLET PIPING SHALL BE SCH 40 SS 316

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24" MAX.

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12" MIN.

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2" AIR VACUUM/PRESSURE RELEASE VALVE - CLA-VAL OR APPROVED EQUAL

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TAPPING SADDLE

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BACK FLUSH ATTACHMENT WITH QUICK COUPLER

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CLASS 7 FOR SUPPORT

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CLASS 7 FOR SUPPORT

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GRAVEL

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VENT PIPE SHALL BE STAINLESS STEEL AND 2"

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INITIAL BACKFILL MATERIAL COMPACTED TO ELIMINATE SETTLING

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EXISTING FINISHED GRADE

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DETECTOR TAPE LABELED "FORCE MAIN"

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10 GAUGE SOLID TRACER WIRE RUNNING ENTIRE LENGTH OF LINE

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FORCE MAIN

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4" PVC

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SOLID 10 GAUGE TRACER WIRE

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CONCRETE COLLAR

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CAST IRON LID STAMPED "SEWER"

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FINAL GRADE

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NOTES: LOCATOR PORTS ARE LOCATED EVERY 500' OR ANY CHANGE IN DIRECTION. TO BE LOCATED AS CLOSE TO A MANHOLE WHEREVER POSSIBLE TO EASE LOCATING.

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OF

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SHEET NUMBER:

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DATE:

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DRAWN BY:

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%%ULIFT STATION VALVE VAULT DETAIL

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%%UAIR VACUUM/RELEASE

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%%UMANHOLE FOR FORCE MAIN

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%%UFOR FORCE MAIN

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%%UTYPICAL BEDDING DETAIL

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%%UTRACER WIRE PORT

WATER/SEWER DETAILS

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