residential utility placement for road with 50' … final sewer details(1).pdfproctor, astm...
TRANSCRIPT
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