NOTES:

1. NO TREES OR FENCES ALLOWED WITHIN THE ROAD R/W OR UTILITY EASEMENT EXCEPT WHERE

REQUIRED BY CITY, COUNTY, OR OTHER GOVERNMENT ORDINANCE.

2. ALL TREES SHALL BE CLEARED AND SHOULDERS GRADED WITHIN 6" OF FINAL GRADE (INCLUDING

UTILITY EASEMENT) PRIOR TO THE INSTALLATION OF ANY UTILITIES.

3. UTILITY PLACEMENT SHALL REMAIN CONSISTENT FROM BACK OF CURB THROUGHOUT THE PROJECT

REGARDLESS OF ANY INCONSISTENCIES IN ROAD CONSTRUCTION. EXAMPLES: STORM SEWERS,

CULVERTS, CUL-DE-SACS, ETC...(EXCEPT CATV).

ELECTRIC, GAS, TELEPHONE, AND CABLE TELEVISION.

4. TOTAL CLEARED AND GRADED WIDTH TO BE 60' MINIMUM.

5. PROPERTY CORNER REFERENCE SHALL BE PLACED ON CURB AND GUTTER AND ON 10' OFFSET

STAKE.

6. UTILITY EASEMENT SHALL BE SHOWN AND RECORDED WITH THE FINAL PLAT.

7. WATER METER BOXES SHALL BE LOCATED 6' BACK OF R/W. SEWER SERVICES SHALL BE STUBBED

INSTALLATION BELOW CURB LINE.

10. THIS STANDARD MAY BE COMBINED WITH JOINT USE STANDARD.

11. UTILITIES SHALL BE LOCATED WITHIN PLUS/MINUS 6" OF PLAN LOCATION.

11' 11' 2'2'

EASEMENT

UTILITY

5'

6' 4' 2' 2' 4' 6' EASEMENT

UTILITY

5'

25' 25'

50' RIGHT-OF-WAY

8' - WATER

SIDEWALK SIDEWALK

VA

RIE

S

2" PVC RISER

PIPE EXTENDING

5' ABOVE GRADE

AT END OF

SERVICE LINE

2" PVC RISER

PIPE EXTENDING

5' ABOVE GRADE

AT END OF

SERVICE LINE

4'

2:1

2:1

REVISED:

SCALE:

DETAIL NO.

FOR ROAD WITH 50' RIGHT-OF-WAY

RESIDENTIAL UTILITY PLACEMENT

S01

09/11/2018

N.T.S.

HENRY COUNTY WATER AUTHORITY

8. WATER LATERALS SHALL BE MARKED WITH A BLUE "W" ON CURB. SEWER LATERALS SHALL BE

MARKED WITH A GREEN "X" ON CURB.

OUT 17' BACK OF CURB.

SEWER

9. DEPTH REQUIREMENTS INDICATE MINIMUM DEPTH AT TIME OF

SELECT EARTH BACKFILL LIGHTLY

CONSOLIDATED TO CROWN OF PIPE

PIPE O.D. + 24"

MINIM

UM 4"

MINIM

UM 5'-0"

PIPE BEDDED IN MINIMUM

4" LOOSE SELECT EARTH BACKFILL

REVISED:

SCALE:

DETAIL NO.

TRENCH DETAIL

SEWAGE FORCE MAIN

DUCTILE IRON SANITARY

S02

02/07/2018

N.T.S.

HENRY COUNTY WATER AUTHORITY

MINIMUM DEPTH OF COVER SHALL BE 5'-0" UNLESS OTHERWISE APPROVED BY HCWA.2.

ANSI/AWWA C150/A21.50 AND ANSI/AWWA C151/A21.51, TYPE 3 LAYING CONDITION.

DUCTILE IRON PIPE FOR SANITARY SEWAGE FORCE MAINS SHALL BE BEDDED IN ACCORDANCE WITH1.

NOTES:

REQUIRED BY HCWA

SELECT EARTH BACKFILL PLACED

IN 6" LIFTS AND COMPACTED TO

MINIMUM 90 PERCENT STANDARD

PROCTOR, (ASTM D698) OR AS

SELECT EARTH BACKFILL LIGHTLY

CONSOLIDATED TO CROWN OF PIPE

TRACER WIRE

PIPE O.D. + 24"

MINIM

UM 4"

MINIM

UM 5'-0"

PIPE BEDDED IN MINIMUM

4" LOOSE SELECT EARTH BACKFILL

REVISED:

SCALE:

DETAIL NO.

TRENCH DETAIL

SEWAGE FORCE MAIN

C900 PVC SANITARY

S03

02/07/2018

N.T.S.

HENRY COUNTY WATER AUTHORITY

TRACER WIRE SHALL BE INSTALLED ON ALL SANITARY SEWAGE FORCE MAINS.4.

MAXIMUM DEPTH OF COVER SHALL BE 16'-0".3.

MINIMUM DEPTH OF COVER SHALL BE 5'-0" UNLESS OTHERWISE APPROVED BY HCWA.2.

ACCORDANCE WITH AWWA C605, TYPE 3 LAYING CONDITION.

C900 POLYVINYL CHLORIDE (PVC) PIPE FOR SANITARY SEWAGE FORCE MAINS SHALL BE BEDDED IN1.

NOTES:

SELECT EARTH BACKFILL PLACED

IN 6" LIFTS AND COMPACTED TO

MINIMUM 90 PERCENT STANDARD

PROCTOR, (ASTM) OR AS

REQUIRED BY HCWA

PIPE BEDDED IN COMPACTED

STABILIZATION STONE TO

CENTERLINE OF PIPE. MINIMUM

4" UNDER PIPE. COMPACTED

STABILIZATION STONE OR

SELECT EARTH BACKFILL TO

TOP OF PIPE. (APPROXIMATELY

90 PERCENT STANDARD

PROCTOR, ASTM D689.)

PIPE O.D. + 24"

ANSI/AWWA C150/A21.50 AND ANSI/AWWA C151/A21.51, TYPE 5 LAYING CONDITION.

DUCTILE IRON PIPE FOR SANITARY SEWER GRAVITY LINES SHALL BE BEDDED IN ACCORDANCE WITH1.

NOTES:

MINIM

UM 4"

MINIM

UM 4'-0"

REVISED:

SCALE:

DETAIL NO.

TRENCH DETAIL

GRAVITY SEWER

DUCTILE IRON

S04

02/16/2018

N.T.S.

HENRY COUNTY WATER AUTHORITY

OR AS REQUIRED BY HCWA

IN ASPHALT AREAS, SELECT EARTH

BACKFILL PLACED IN 6" LIFTS AND

COMPACTED TO MINIMUM 90 PERCENT

STANDARD PROCTOR, (ASTM D698),

PIPE BEDDED IN COMPACTED

STABILIZATION STONE TO

CROWN OF PIPE. MINIMUM

4" UNDER PIPE.

(APPROXIMATELY 90 PERCENT

STANDARD PROCTOR, ASTM D689.)

PIPE O.D. + 24"

MAXIMUM DEPTH OF COVER SHALL BE 16'-0".2.

BEDDED IN ACCORDANCE WITH AWWA C605, TYPE 5 LAYING CONDITION.

SDR 35/ SDR 26 POLYVINYL CHLORIDE (PVC) PIPE FOR SANITARY SEWER GRAVITY LINES SHALL BE1.

NOTES:

MINIM

UM 4"

MINIM

UM 4'-0"

REVISED:

SCALE:

DETAIL NO.

TRENCH DETAIL

GRAVITY SEWER

SDR 35/SDR 26

S05

02/16/2018

N.T.S.

HENRY COUNTY WATER AUTHORITY

OR AS REQUIRED BY HCWA

IN ASPHALT AREAS, SELECT EARTH

BACKFILL PLACED IN 6" LIFTS AND

COMPACTED TO MINIMUM 90 PERCENT

STANDARD PROCTOR, (ASTM D698),

5'-0"

5'-0"

AT EDGE OF PAVEMENT

PIPE DEPTH WITH DECLINING GRADE

AT EDGE OF PAVEMENT

PIPE DEPTH WITH INCREASING GRADE

REVISED:

SCALE:

DETAIL NO.

EDGE OF PAVEMENT

PIPE DEPTH AT

S06

09/11/2018

N.T.S.

HENRY COUNTY WATER AUTHORITY

OTHERWISE APPROVED BY HCWA.

SANITARY SEWAGE FORCE MAINS SHALL HAVE A MINIMUM DEPTH OF COVER OF 5'-0" UNLESS1.

NOTES:

48" DIAMETER

BASE SECTION

48" DIAMETER

RISER SECTION

48" DIAMETER

ECCENTRIC

CONE SECTION

POLYPROPYLENE

MANHOLE STEP

SPACED AT 12" O.C.

(TYP.)

CAST IRON MANHOLE

FRAME AND COVER

(COVER TO BE MARKED

"SEWER")

IN PAVEMENTOUT OF PAVEMENT2'-0"

GRADE RINGS OR BRICK

WHEN REQUIRED

(MAX. ADJUSTMENT = 12")

NO. 57 STABILIZATION STONE

12" 12"

12"

PRECAST, SOLID

CONCRETE, OR

BRICK INVERT

REVISED:

SCALE:

DETAIL NO.

SEWER MANHOLE

STANDARD SANITARY

S07

09/11/2018

N.T.S.

PREFORMED 01" BUTYL

JOINT SEAL (TYP.)

HENRY COUNTY WATER AUTHORITY

MANHOLES SHALL HAVE A MINIMUM DROP OF 0.10 FEET FROM INFLUENT INVERT TO EFFLUENT INVERT.2.

2 FEET ABOVE FINISHED GRADE WITH FRAME CAST INTO THE CONE SECTION.

MANHOLES LOCATED OUTSIDE OF PAVEMENT SHALL HAVE WATER TIGHT BOLT-DOWN LIDS AND 1.

NOTES:

POLYPROPYLENE

MANHOLE STEP

SPACED AT 12" O.C.

(TYP.)

CAST IRON MANHOLE

FRAME AND COVER

(COVER TO BE MARKED

"SEWER")

IN PAVEMENTOUT OF PAVEMENT2'-0"

NO. 57 STABILIZATION STONE

12"

12"

PRECAST MANHOLE

12"

CROWN OF DROP

PIPE SHALL MATCH

CROWN OF MAIN

INFLUENT PIPE

3,000 PSI CONCRETE

ENCASEMENT

(MINIMUM 12" COVERAGE

ON EACH SIDE OF PIPE)

GRADE RINGS OR BRICK

WHEN REQUIRED

(MAX. ADJUSTMENT = 12")

NO. 57 STABILIZATION

STONE

REVISED:

SCALE:

DETAIL NO.

WITH OUTSIDE DROP

SANITARY MANHOLE

S08

09/11/2018

N.T.S.

PREFORMED 01" BUTYL

JOINT SEAL (TYP.)

HENRY COUNTY WATER AUTHORITY

NOTES:

1. OUTSIDE DROPS REQUIRED WHEN INSIDE DROP IS GREATER THAN 2 FEET.

2.

3. PIPE ENCASED IN CONCRETE SHALL BE WRAPPED WITH MINIMUM 10 MIL PLASTIC.

MANHOLES LOCATED OUTSIDE OF PAVEMENT SHALL HAVE WATER TIGHT BOLT-DOWN LIDS AND

2 FEET ABOVE FINISHED GRADE WITH FRAME CAST INTO THE CONE SECTION.

48" DIAMETER

RISER SECTION

48" DIAMETER

ECCENTRIC

CONE SECTION

POLYPROPYLENE

MANHOLE STEP

SPACED AT 12" O.C.

(TYP.)

CAST IRON MANHOLE

FRAME AND COVER

(COVER TO BE MARKED

"SEWER")

IN PAVEMENTOUT OF PAVEMENT2'-0"

NO. 57 STABILIZATION STONE

12" 12"

12"

5"

12"

GRADE RINGS OR BRICK

WHEN REQUIRED

(MAX. ADJUSTMENT = 12")

REVISED:

SCALE:

DETAIL NO.

DOGHOUSE MANHOLE

SANITARY SEWER

S09

09/11/2018

N.T.S.

PREFORMED 01" BUTYL

JOINT SEAL (TYP.)

HENRY COUNTY WATER AUTHORITY

3,000 PSI CONCRETE BASE,

SLOPE 1:4 AWAY FROM

CENTERLINE OF SEWER PIPE

ABOVE FINISHED GRADE WITH FRAME CAST INTO THE CONE SECTION.

MANHOLES LOCATED OUTSIDE OF PAVEMENT SHALL HAVE WATER TIGHT BOLT-DOWN LIDS AND 2 FEET 3.

BE CUT OUT USING A METHOD APPROVED BY THE HCWA INSPECTOR.

AFTER DOGHOUSE MANHOLE CONSTRUCTION IS COMPLETE, TOP HALF OF EXISTING SEWER LINE SHALL2.

ALL JOINTS AROUND EXISTING AND PROPOSED SEWER LINE SHALL BE GROUTED WATERTIGHT.1.

NOTES:

48" DIAMETER

BASE SECTION

POLYPROPYLENE

MANHOLE STEP

SPACED AT 12" O.C.

(TYP.)

CAST IRON MANHOLE

FRAME AND COVER

(COVER TO BE MARKED

"SEWER")

IN PAVEMENTOUT OF PAVEMENT

NO. 57 STABILIZATION STONE

12" 12"

12"

48" HS-20 LOAD RATED

PRECAST FLAT TOP

GRADE RINGS OR BRICK

WHEN REQUIRED

(MAX. ADJUSTMENT = 12")

REVISED:

SCALE:

DETAIL NO.

SEWER MANHOLE

SHALLOW SANITARY

S10

09/11/2018

N.T.S.

PREFORMED 01" BUTYL

JOINT SEAL (TYP.)

HENRY COUNTY WATER AUTHORITY

AND 2 FEET ABOVE FINISHED GRADE WITH FRAME CAST INTO THE CONE SECTION.

MANHOLES LOCATED OUTSIDE OF PAVEMENT SHALL HAVE WATER TIGHT BOLT-DOWN LIDS1.

NOTES:

POLYPROPYLENE

MANHOLE STEP

SPACED AT 12" O.C.

(TYP.)

PRECAST MANHOLE

FL

OO

D E

LE

VA

TIO

N

AB

OV

E 1

00 Y

EA

R

LO

CA

TE 1

2"(1) 6" WELD-ON FLANGE

(1) SS INSECT SCREEN

(1) 6" BACKER FLANGE

6" STEEL VENT PIPE;

PAINT GREEN

6"

12"

12"3,000 PSI CONCRETE

ENCASEMENT

(MINIMUM 12" COVERAGE

ON EACH SIDE OF PIPE)

GRADE RINGS OR BRICK

WHEN REQUIRED

(MAX. ADJUSTMENT = 12")

REVISED:

SCALE:

DETAIL NO.

MANHOLE VENT

SANITARY SEWER

S11

09/11/2018

N.T.S.

PREFORMED 01" BUTYL

JOINT SEAL (TYP.)

HENRY COUNTY WATER AUTHORITY

CAST IN WATER TIGHT

CAST IRON MANHOLE

FRAME AND COVER

(COVER TO BE MARKED

"SEWER")

ABOVE FINISHED GRADE WITH FRAME CAST INTO THE CONE SECTION.

MANHOLES LOCATED OUTSIDE OF PAVEMENT SHALL HAVE WATER TIGHT BOLT-DOWN LIDS AND 2 FEET 1.

NOTES:

ID

0.8 * I

D

2

1

BRICK STACKED

CLOSELY TOGETHER

CONCRETE FILL

PROVIDE A MINIMUM OF 2" OF COVER OVER BRICK.3.

BRICK SHALL BE COMMON SMOOTH RED BRICK.2.

CONCRETE FILL SHALL BE 3 PARTS SAND TO 1 PART CEMENT.1.

NOTES:

REVISED:

SCALE:

DETAIL NO.

MANHOLE INVERT

STANDARD

S12

01/01/2012

N.T.S.

HENRY COUNTY WATER AUTHORITY

" DIA.2123

"2

11

" DIA.16325

"4

36" DIA.4

132

22" DIA.

PICK-HOLE

(TYP. 2 PLCS.)

1" DIA. BOLT HOLE

ON 2914" DIA. CIRCLE

(TYP. 4 PLCS.)

BEARING SURFACES SHALL BE MACHINED.2.

MANHOLE FRAME AND COVER SHALL BE HEAVY DUTY DUCTILE IRON CASTINGS.1.

NOTES:

REVISED:

SCALE:

DETAIL NO.

SEWER MANHOLE LID

STANDARD SANITARY

S13

01/01/2012

N.T.S.

HENRY COUNTY WATER AUTHORITY

"4

36

BEARING SURFACES SHALL BE MACHINED.2.

MANHOLE FRAME AND COVER SHALL BE HEAVY DUTY DUCTILE IRON CASTINGS.1.

NOTES:

18" FLAT

NEOPRENE

GASKET

PICK-HOLE

(TYP. 2 PLCS.)

S.S. HEX HEAD BOLT

WITH S.S. WASHER

(TYP. 4 PLCS.)

" DIA.2123

"8

31

" DIA.4132

" DIA.2120

S.S. HEX HEAD BOLT

WITH S.S. WASHER

1" x 112" SLOTTED

BOLT HOLE

(TYP. 4 PLCS.)

REVISED:

SCALE:

DETAIL NO.

SEWER MANHOLE LID

WATERTIGHT SANITARY

S14

01/01/2012

N.T.S.

HENRY COUNTY WATER AUTHORITY

POLYPROPYLENE

MANHOLE STEP

SPACED AT 12" O.C.

(TYP.)

PRECAST MANHOLE

OR AN ELASTOMERIC POLYURETHANE LINING SYSTEM.

DISCHARGE MANHOLE SHALL BE LINED WITH A FIBERGLASS REINFORCED EPOXY RESIN LINING SYSTEM1.

NOTES:

CAST IRON MANHOLE

FRAME AND COVER

(COVER TO BE MARKED

"SEWER")

CONCRETE FILL

SLOPED TO OUTLET

12"

12"

NO. 57 STABILIZATION STONE

GRADE RINGS OR BRICK

WHEN REQUIRED

(MAX. ADJUSTMENT = 12")

REVISED:

SCALE:

DETAIL NO.

DISCHARGE MANHOLE

SANITARY FORCE MAIN

S15

03/16/2018

N.T.S.

HENRY COUNTY WATER AUTHORITY

IN ACCORDANCE WITH PERMIT REQUIREMENTS.

ALL RAILROAD CROSSINGS SHALL BE INSTALLED IN ACCORDANCE WITH AMERICAN RAILWAY ENGINEERING ASSOCIATION REGULATIONS AND6.

ALL STATE HIGHWAY CROSSINGS SHALL BE INSTALLED IN ACCORDANCE WITH GEORGIA DOT STANDARDS AND PERMIT REQUIREMENTS.5.

ALL COUNTY ROAD CROSSINGS SHALL BE INSTALLED IN ACCORDANCE WITH HENRY COUNTY DOT STANDARDS AND PERMIT REQUIREMENTS.4.

ENDS OF CASING PIPE SHALL BE SEALED WITH 8" BRICK AND CEMENT MORTAR.3.

PROVIDE A MINIMUM OF 2 CASING SPACERS PER JOINT OF PIPE.2.

JOINTS INSIDE CASING PIPE SHALL BE RESTRAINED.1.

NOTES:

3'-0"

MINIMUM

3'-0"

MINIMUM

4'-0"

MINIM

UM

STEEL CASING PIPE

CASING SPACER

DUCTILE IRON CARRIER PIPE

STEEL CASING PIPE

DUCTILE IRON CARRIER PIPE

RESTRAINED JOINT (TYP.)

CASING SPACER (TYP.)

CARRIER PIPE

NOMINAL

DIAMETER

(IN)

CASING PIPE

NOMINAL

DIAMETER

(IN)

CASING PIPE

THICKNESS

(IN)

8 16 0.2500

10 18 0.2500

12 20 0.3130

16 26 0.3750

20 30 0.4380

24 36 0.5000

30 42 0.5000

36 48 0.5000

BRICK AND MORTAR SEAL (TYP.)

REVISED:

SCALE:

DETAIL NO.TYPICAL JACK AND BORE DETAILS16

01/01/2012

N.T.S.

HENRY COUNTY WATER AUTHORITY

MINIMUM 10'-0" MINIMUM 10'-0"

MINIMUM 1'-0" MINIMUM 1'-0"

TOP OF BANK

MINIMUM 12"

RIP-RAP

CASING PIPE (NOTES 2 AND 3)

NO

TE 2

RESTRAINED JOINT (TYP.)

REVISED:

SCALE:

DETAIL NO.CREEK CROSSINGS17

09/11/2018

N.T.S.

HENRY COUNTY WATER AUTHORITY

PLACE STONE RIP-RAP APPROXIMATELY 5 FEET UPSTREAM AND 5 FEET DOWNSTREAM FROM CENTERLINE OF PIPE ALONG CREEK BED.4.

REFER TO DETAIL S16 FOR GRAVITY SEWER AND S38 FOR FORCE MAIN CASING DIAMETERS.3.

MINIMUM DEPTH OF COVER SHALL BE 12 INCHES. 2.

THE END OF CASING SHALL BE RESTRAINED, OR AS REQUIRED BY HCWA.

PIPE USED FOR CREEK CROSSINGS SHALL BE DUCTILE IRON PIPE UNLESS OTHERWISE APPROVED BY HCWA. AT LEAST ONE JOINT BEYOND 1.

NOTES:

GRAVITY SEWER MAIN

TEE FITTING

RO

W

WATERTIGHT

CAP (NOTE 4)

MA

XIM

UM 1

0'-0"

17'-0" TO BACK OF CURB

2" PVC RISER EXTENDING

5 FEET ABOVE FINISHED

GRADE FOR LOCATING

SERVICE LINE

MINIMUM 4" NO. 57

STABILIZATION STONE

6" SERVICE LINE

REVISED:

SCALE:

DETAIL NO.

LATERAL

SEWER SERVICE LINE

S18

09/19/2018

N.T.S.

45° BEND

HENRY COUNTY WATER AUTHORITY

CONNECTION WITH GROUT.

PLUMBING CONTRACTOR SHALL TIE ON TO SERVICE LINE USING STANDARD PVC FITTINGS OR "DONUT"4.

SERVICE LINES HAVING LESS THAN 5 FEET OF COVER SHALL BE DUCTILE IRON PIPE.3.

A WATER TIGHT CAP SHALL BE INSTALLED ON THE END OF THE LINE.2.

MORE THAN 10 FEET DEEP.

SERVICE LINES SHALL BE STUBBED OUT TO 17 FEET BEHIND THE BACK OF CURB AND SHALL BE NO1.

NOTES:

STEEP SLOPESSHALLOW SLOPES

6" DIP SERVICE LINE

(ONE CONTINUOUS PIECE)

6" DIP SERVICE LINE

(ONE CONTINUOUS PIECE)

MINIMUM 4" NO. 57

STABILIZATION STONE

6" DIP SERVICE LINE

STUBBED OUT TO

17 FEET BEHIND

BACK OF CURB

MINIMUM 4" NO. 57

STABILIZATION STONE

2" PVC RISER EXTENDING

5 FEET ABOVE FINISHED

GRADE FOR LOCATING

SERVICE LINE

SERVICE LINE SHALL BE PLUGGED WITH A WATERTIGHT CAP.3.

FITTINGS SHALL BE RESTRAINED.2.

SHALL BE NO MORE THAN 10 FEET DEEP.

SERVICE LINES SHALL BE DUCTILE IRON PIPE STUBBED OUT TO 17 FEET BEHIND THE BACK OF CURB AND1.

NOTES:

MA

XIM

UM 1

0'-0"

MA

XIM

UM 1

0'-0"

DIP GRAVITY

SEWER MAIN

DIP GRAVITY

SEWER MAIN

REVISED:

SCALE:

DETAIL NO.

DEEP AND GREATER

SEWER LINES 16 FEET

SERVICE LATERAL FOR

S19

01/01/2012

N.T.S.

6"

90 b

end

MJ

44

6"

90 ben

d

M

J

44

HENRY COUNTY WATER AUTHORITY

4" SERVICE

LINE

6" SERVICE

LINE

4" WYE

6"x4" REDUCER (NOTE 2)

4" PVC

CLEAN-OUT

GRAVITY

SEWER MAIN

CLEAN-OUT BOX WITH

T-COVER (NOTE 3)

MINIMUM 4" NO. 57

STABILIZATION STONE

REVISED:

SCALE:

DETAIL NO.

CLEAN-OUT CONNECTION

SERVICE LINE

SANITARY SEWER

S20

02/16/2018

N.T.S.

4" 45° BEND

HENRY COUNTY WATER AUTHORITY

GRADE.

CLEAN-OUT COVER SHALL HAVE "HCWA SEWER" EMBOSSED ON LID AND BE FLUSH WITH FINISHED 3.

CONNECTION.

PLUMBING CONTRACTOR SHALL TIE ON TO SERVICE LINE USING STANDARD PVC FITTINGS OR "DONUT"2.

A SEWER TAP INSPECTION IS REQUIRED BY HCWA.1.

NOTES:

DISCRETION OF HCWAMAY BE REQUIRED AT 4" NO. 57 STABILIZATION STONE

COMBINATION AIR/VACUUM VALVE

60" HS-20 LOAD RATED

PRECAST FLAT TOP

PREFORMED BUTYL

JOINT SEAL

60" PRECAST

MANHOLE SECTION

30" MANHOLE FRAME

AND COVER

MIN. 12"

MIN. 12"

#57 STABILIZATION STONE

REVISED:

SCALE:

DETAIL NO.

(3" AND SMALLER)

COMBINATION AIR/VACUUM VALVE

SANITARY SEWAGE

S22

02/16/2018

N.T.S.

HENRY COUNTY WATER AUTHORITY

(1) MNPT x MNPT TYPE 316 SS NIPPLE

(1) FNPT x FNPT TYPE 316 SS BALL VALVE

(1) MNPT x MNPT TYPE 316 SS NIPPLE

SS DBL STRAP SADDLE

FLG PLUG VALVE

COMBINATION AIR/VACUUM VALVE

60" HS-20 LOAD RATED

PRECAST FLAT TOP

PREFORMED BUTYL

JOINT SEAL

60" PRECAST

MANHOLE SECTION

POLYPROPYLENE

MANHOLE STEP (TYP.)

30" MANHOLE FRAME

AND COVER

MIN. 12" MIN. 12"

#57 STABILIZATION STONE

REVISED:

SCALE:

DETAIL NO.

(4" AND LARGER)

COMBINATION AIR/VACUUM VALVE

SANITARY SEWAGE

S23

02/16/2018

N.T.S.

HENRY COUNTY WATER AUTHORITY

MJ x FLG TEE WITH RESTRAINED JOINT GLANDS

L

L

WW

D

W

H

H/2

BEND PLAN TEE PLAN

SECTION

D

TEES

PIPE

DIA.

(IN)

D

DIM.

L

DIM.

H

DIM.

W

DIM.

CONC.

VOLUME

(YD³)

THRUST

(LBF)

4 0'-6" 2'-4" 1'-2" 0'-11" 0.06 4,072

6 0'-8" 3'-4" 1'-8" 1'-4" 0.16 8,413

8 0'-9" 4'-5" 2'-3" 1'-10" 0.39 14,473

10 0'-11" 5'-5" 2'-9" 2'-3" 0.73 21,773

12 1'-1" 6'-5" 3'-3" 2'-8" 1.20 30,791

PIPE

DIA.

(IN)

D

DIM.

L

DIM.

H

DIM.

W

DIM.

CONC.

VOLUME

(YD³)

THRUST

(LBF)

4 0'-5" 2'-9" 1'-5" 1'-2" 0.10 5,758

6 0'-8" 4'-0" 2'-0" 1'-8" 0.29 11,898

8 0'-9" 5'-3" 2'-8" 2'-3" 0.67 20,468

10 0'-11" 6'-5" 3'-3" 2'-9" 1.21 30,792

12 1'-1" 8'-7" 3'-10" 3'-3" 2.00 43,545

PIPE

DIA.

(IN)

D

DIM.

L

DIM.

H

DIM.

W

DIM.

CONC.

VOLUME

(YD³)

THRUST

(LBF)

4 0'-4" 2'-0" 1'-0" 0'-10" 0.04 3,116

6 0'-7" 2'-11" 1'-6" 1'-2" 0.11 6,439

8 0'-8" 3'-10" 1'-11" 1'-7" 0.25 11,077

10 0'-11" 4'-9" 2'-5" 1'-11" 0.49 16,664

12 1'-1" 6'-7" 2'-10" 2'-3" 0.79 23,566

2212° BENDS

PIPE

DIA.

(IN)

D

DIM.

L

DIM.

H

DIM.

W

DIM.

CONC.

VOLUME

(YD³)

THRUST

(LBF)

4 0'-5" 1'-5" 0'-9" 0'-6" 0.01 1,589

6 0'-7" 2'-1" 1'-1" 0'-9" 0.04 3,283

8 0'-9" 2'-9" 1'-5" 1'-0" 0.09 5,647

10 0'-10" 3'-4" 1'-8" 1'-3" 0.16 8,495

12 1'-0" 4'-0" 2'-0" 1'-6" 0.28 12,014

REVISED:

SCALE:

DETAIL NO.

S24

01/01/2012

N.T.S.

ALL BOLTS SHALL REMAIN ACCESSIBLE. DO NOT COVER WITH CONCRETE.5.

A MINIMUM 10 MIL PLASTIC SHEET SHALL BE PLACED BETWEEN CONCRETE AND PIPE.4.

THRUST BLOCK SHALL BEAR AGAINST UNDISTURBED SOIL.3.

THRUST BLOCK CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI.2.

OR IF ACTUAL SOIL BEARING CAPACITY IS LESS THAN 1,500 PSF, DIMENSIONS SHALL BE RECALCULATED.

THESE ARE THE MINIMUM DESIGN CRITERIA. IF ACTUAL WORKING PRESSURE IS GREATER THAN 150 PSI

SAFETY FACTOR = 1.5

SOIL BEARING CAPACITY = 1,500 PSF

WORKING PRESSURE = 150 PSI

THRUST BLOCK DIMENSIONS ARE BASED ON THE FOLLOWING DESIGN CRITERIA.1.

NOTES:

HENRY COUNTY WATER AUTHORITY

THRUST BLOCK

CONCRETE

DEADMAN DIMENSION

PIPE

DIA.

(IN)

L

DIM.

H

DIM.

W

DIM.

CONC.

VOLUME

(YD³)

THRUST

(LBF)

4 3'-0" 1'-7" 1'-0" 0.18 4,072

6 4'-3" 2'-1" 1'-0" 0.33 8,413

8 5'-4" 2'-8" 1'-0" 0.53 14,473

10 6'-0" 3'-6" 1'-0" 0.78 21,773

12 7'-1" 4'-0" 1'-0" 1.05 30,791L

OD + 2'

OD/2

H/2

H

BEARING

SURFACE

OD

W

L

W

H

CONCRETE

DEADMAN

RESTRAINED

JOINT GLAND

(2) 34" SS THREADED RODS

PLAN SECTION

REVISED:

SCALE:

DETAIL NO.CONCRETE DEADMANS25

01/01/2012

N.T.S.

ALL BOLTS SHALL REMAIN ACCESSIBLE. DO NOT COVER WITH CONCRETE.5.

A MINIMUM 10 MIL PLASTIC SHEET SHALL BE PLACED BETWEEN CONCRETE AND PIPE.4.

DEADMAN SHALL BEAR AGAINST UNDISTURBED SOIL.3.

DEADMAN CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI.2.

OR IF ACTUAL SOIL BEARING CAPACITY IS LESS THAN 1,500 PSF, DIMENSIONS SHALL BE RECALCULATED.

THESE ARE THE MINIMUM DESIGN CRITERIA. IF ACTUAL WORKING PRESSURE IS GREATER THAN 150 PSI

SAFETY FACTOR = 1.5

SOIL BEARING CAPACITY = 1,500 PSF

WORKING PRESSURE = 150 PSI

DEADMAN DIMENSIONS ARE BASED ON THE FOLLOWING DESIGN CRITERIA.1.

NOTES:

HENRY COUNTY WATER AUTHORITY

RESTRAINED JOINT GLAND

RESTRAINED JOINT GLAND TO

TIE-RODS FROM

RESTRAINED JOINT GASKET

PUSH-ON JOINT WITH

THRUST BLOCK

JOINT GLAND AND

FITTING WITH RESTRAINED

RESTRAINED JOINT GLANDS

FITTING WITH TIE-RODS AND

PIPE

DIA.

(IN)

ROD

SIZE

(IN)

# OF

RODS

6 34" 2

8 34" 4

10 34" 4

12 34" 4

14 34" 4

16 34" 6

TIE-ROD CHART

34" THREADED

ROD (TYP.)

REVISED:

SCALE:

DETAIL NO.THRUST RESTRAINTS26

02/21/2018

N.T.S.

90° EYE-BOLT (TYP.)

HENRY COUNTY WATER AUTHORITY

MEGALUG

THREADED ROD SHALL HAVE A MINIMUM YIELD STRENGTH OF 50,000 PSI.2.

BE SUBMITTED TO HCWA.

RESTRAINED JOINT LENGTHS SHALL BE CALCULATED BY THE DESIGN ENGINEER. CALCULATIONS SHALL1.

NOTES:

100'

20' 60' 20'

100'

20'

60'

20'

30'

12'

15'

15'

15'

15'

GENERATOR

LIFT STATION

CHAIN LINK

FENCE

EVERGREEN

SHRUBBERY

16' DOUBLE GATE

SCADA TOWER

CONTROL PANEL/

SCADA PANEL

UTILITY POLE

YARD HYDRANT

REVISED:

SCALE:

DETAIL NO.

PROPERTY LAYOUT

SEWAGE LIFT STATION

TYPICAL SANITARY

S27

03/16/2018

N.T.S.

HENRY COUNTY WATER AUTHORITY

MODEL: WATTS 009 M2RPZ BACKFLOW

DUAL CHECK BACKFLOW1" WATER METER WITHMIN. 1" WATER SERVICE

12'-0" 3'-0" SHOULDER3'-0" SHOULDER

30'-0" RIGHT-OF-WAY OR ACCESS EASEMENT

SLOPE 2% SLOPE 2%

6" GRADED AGGREGATE BASE

ON COMPACTED SUBGRADE

2

1 3

1

2'-0"

REVISED:

SCALE:

DETAIL NO.ACCESS ROADS28

03/16/2018

N.T.S.

HENRY COUNTY WATER AUTHORITY

AT DISCRETION OF HCWA.

2' FLAT BOTTOM DITCH.

RIP-RAP MAYBE REQUIRED

24' CLASS 5 PENTA

TREATED UTILITY POLE

(EMBEDDED 5' INTO GROUND)

10' x 58" COPPER CLAD

GROUND ROD DRIVEN

FULL DEPTH INTO EARTH

POWER COMPANY TO PROVIDE 120/240/480 V, 3-PHASE SERVICE TO WEATHER HEAD.1.

NOTES:

2'-0"

SHARPEN FOR

LIGHTNING ROD

3-PHASE LIGHTNING

ARRESTOR

SET WEATHER-HEAD 15'

ABOVE GROUND AND

LEAVE 5' OF SLACK

CABLE FOR UTILITY

COMPANY CONNECTION

(3) #8, 1" C

#6 BARE COPPER GROUND WIRE;

STAPLE TO POLE AND COVER UP

TO 8' ABOVE GROUND SURFACE

60 A, 2 NPSN, FUSED

SAFETY SWITCH IN

NEMA 3R ENCLOSURE

WITH FUSES

MOUNT METER BASE

FURNISHED BY

UTILITY COMPANY

CONDUIT TO

CONTROL PANEL

(MIN. 24" COVER)

BIRD CAP

REVISED:

SCALE:

DETAIL NO.

CONNECTION

ELECTRICAL

LIFT STATION

S29

01/01/2012

N.T.S.

HENRY COUNTY WATER AUTHORITY

6"

6"

VOLUME

MINIMUM

MANUFACTURER

PER PUMP

MINIMUM DEPTH

HIGH LEVEL ALARM

LAG PUMP ON

LEAD PUMP ON

PUMPS OFF

6"

12"12"

12"

LOW LEVEL ALARM6"

LOW LEVEL ALARM FLOAT SWITCH

NO. 57 STABILIZATION STONE

SUBMERSIBLE PRESSURE TRANSDUCER

HIGH LEVEL ALARM FLOAT SWITCH

IF REQUIRED BY THE PUMP MANUFACTURER.

STARTS PER HOUR) FOR THE SINGLE LARGEST PUMP. A LONGER PUMP CYCLE TIME SHALL BE USED

MINIMUM VOLUME SHALL BE CALCULATED BASED ON A MINIMUM PUMP CYCLE TIME OF 10 MINUTES (62.

MINIMUM WET WELL DIMENSION IS 6' DIAMETER OR 6' x 6' SQUARE.1.

NOTES:

REVISED:

SCALE:

DETAIL NO.

WET WELL

SEWAGE LIFT STATION

TYPICAL SANITARY

S30

01/01/2012

N.T.S.

HENRY COUNTY WATER AUTHORITY

1'-4"1'-2"

6'-0"

1'-0"

3'-0"

9"

3 STRANDS BARBED WIRE

2,500 PSI

CONCRETE

REVISED:

SCALE:

DETAIL NO.CHAIN LINK FENCES31

01/01/2012

N.T.S.

1.66" Ø TOP RAIL

2.375" Ø LINE POST

0.177" Ø TENSION WIRE

0.375" Ø TRUSS ROD (TYP.)

1.66" Ø BRACE RAIL

HENRY COUNTY WATER AUTHORITY

FROST PROOF

YARD HYDRANT

34" HOSE CONNECTION

WITH VACUUM BREAKER,

WATTS NO. 80, OR EQUAL

30"x30"x4" THICK

3,000 PSI CONCRETE PAD

(UNPAVED LOCATIONS

ONLY)

9"

18"

12"

ADJUSTABLE VALVE

BOX WITH COVER

MARKED "WATER"

24"x24"x4" THICK 3,000 PSI

CONCRETE PAD

1" CTS COMP. x

CTS COMP.

CURB STOP

1" TYPE K

COPPER

SERVICE LINE

1"x34"

REDUCER

NO. 57

STABILIZATION

STONE

2'-0"

2'-0"

REVISED:

SCALE:

DETAIL NO.

YARD HYDRANT

FROST PROOF

S32

02/16/2018

N.T.S.

HENRY COUNTY WATER AUTHORITY

12"

12"

12"

D

NO. 57 STABILIZATION STONE

CAST IRON MANHOLE

FRAME AND COVER

(COVER TO BE MARKED

"SEWER")

1"

GREASE INTERCEPTOR SHALL BE HS-20 LOAD RATED.3.

CONCRETE DESIGN STRENGTH SHALL BE 4,000 PSI @ 28 DAYS.2.

INTERCEPTORS SHALL BE USED.

OF 3,000 GALLONS. IF REQUIRED CAPACITY IS GREATER THAN 3,000 GALLONS, MULTIPLE GREASE

GREASE INTERCEPTOR SHALL HAVE A MINIMUM CAPACITY OF 1,500 GALLONS AND A MAXIMUM CAPACITY1.

NOTES:

REVISED:

SCALE:

DETAIL NO.GREASE INTERCEPTORS33

02/16/2018

N.T.S.

WATER LEVEL

FLOWFLOW

PRECAST TOPHS-20 LOAD RATED

18"

12"

24"

BOOT

HENRY COUNTY WATER AUTHORITY

EXISTING PAVEMENT

TRENCH BACKFILLED

PER APPROPRIATE

PIPE BEDDING DETAIL

8" CONCRETE CAP

SAW CUT EDGE

1 12" ASPHALT SURFACE

TOPPING WITH TACK COAT

APPLIED TO CONCRETE

AND EDGES OF EXISTING

PAVEMENT

12" 12"

DAYS.

CONCRETE FOR CONCRETE CAP SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI @ 282.

APPLICABLE.

DOT PAVEMENT REPAIR DETAILS SHALL SUPERCEDE THIS DETAIL AND SHALL BE USED WHERE

THIS DETAIL IS THE MINIMUM PAVEMENT REPAIR REQUIREMENT. HENRY COUNTY DOT OR GEORGIA1.

NOTES:

REVISED:

SCALE:

DETAIL NO.PAVEMENT REPAIRS34

01/01/2012

N.T.S.

HENRY COUNTY WATER AUTHORITY

SANITARY SEWER SERVICE LATERAL

IN-LINE OIL/WATER SEPARATOR

DUMPSTER

CLEAN-OUT

SLOPE 14" PER FOOT TO DRAIN

AREA DRAIN WITH

WIRE MESH

REVISED:

SCALE:

DETAIL NO.

S35

01/01/2012

N.T.S.

DUMPSTER PAD

SANITARY SEWER CONNECTION FOR

HENRY COUNTY WATER AUTHORITY

THE OIL/WATER SEPARATOR THAT IS USED SHALL BE PRE-APPROVED BY HCWA OR CONNECT TO GREASE INTERCEPTOR.1.

NOTES:

16' x 50" x 2" DIA.

TUBULAR STEEL GATE

(HOT DIP GALVANIZED)

10" DIA. x 7'-6"

UTILITY POST

(TYP.)

6'-0" (TYP.)

3" (T

YP.)

SINGLE STRAND

BARBED WIRE

4" DIA. TREATED

PINE (NOTCHED

INTO PULL POST)

8" DIA. TREATED

PINE POST (TYP.)

"SURE LATCH"

GATE LOCK

54"

36"

12"14"14"12"

RED-BRAND 47"

WOVEN WIRE

FIELD FENCE (TYP.)

GATE WHEEL

8" BRACE PIN

(TYP.)

REVISED:

SCALE:

DETAIL NO.

ACCESS GATE

SEWER EASEMENT

S36

01/01/2012

N.T.S.

HENRY COUNTY WATER AUTHORITY

" GALVANIZED STAPLES.41WOVEN WIRE FIELD FENCE SHALL BE ATTACHED TO FENCE POSTS WITH 1 2.

FENCE POSTS SHALL BE EMBEDDED IN CLASS "B" CONCRETE.1.

NOTES:

3'-0"

MINIMUM

3'-0"

MINIMUM

4'-0"

MINIM

UM

STEEL CASING PIPE

STEEL CASING PIPE

CARRIER PIPE

NOMINAL

DIAMETER

(IN)

CASING PIPE

NOMINAL

DIAMETER

(IN)

CASING PIPE

THICKNESS

(IN)

8 12 0.2500

10 16 0.2500

12 18 0.3130

16 24 0.3750

MORTAR SEAL (TYP.)

REVISED:

SCALE:

DETAIL NO.

S37

09/14/2018

N.T.S.

HENRY COUNTY WATER AUTHORITY

C900 PVC CARRIER PIPE

C900 PVC CARRIER PIPE

IN ACCORDANCE WITH PERMIT REQUIREMENTS.

ALL RAILROAD CROSSINGS SHALL BE INSTALLED IN ACCORDANCE WITH AMERICAN RAILWAY ENGINEERING ASSOCIATION REGULATIONS AND4.

ALL STATE HIGHWAY CROSSINGS SHALL BE INSTALLED IN ACCORDANCE WITH GEORGIA DOT STANDARDS AND PERMIT REQUIREMENTS.3.

ALL COUNTY ROAD CROSSINGS SHALL BE INSTALLED IN ACCORDANCE WITH HENRY COUNTY DOT STANDARDS AND PERMIT REQUIREMENTS.2.

ENDS OF CASING PIPE SHALL BE SEALED WITH CEMENT MORTAR.1.

NOTES:

SANITARY SEWER FORCE MAINTYPICAL JACK AND BORE DETAIL