SPECIAL EARTHEN MATERIALS AND COMPACTION
12"
#57 STONE
INITIAL BACKFILL
SPRING LINE OF PIPE
4" MIN.
STONE OR SPECIAL COMPACTION
HAUNCHING BEDDING 6" MAX.
EMBEDMENT MATERIAL
FOUNDATION (MAY NOT BE REQUIRED)
NOTE: 1. SEE SPECIFICATIONS FOR PIPE INSTALLATION REQUIREMENTS 2. CLASS "B" BEDDING OR BETTER REQUIRED FOR ALL SEWERS
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE DRAWING NO.
DUCTILE IRON PIPE BEDDING DETAIL
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T I R HO UT A
S01
SPECIAL EARTHEN MATERIALS AND COMPACTION
12"
#57 STONE
SPRING LINE
INITIAL BACKFILL
HAUNCHING
OF PIPE
4" MIN.
STONE OR SPECIAL COMPACTION
BEDDING 6" MAX.
EMBEDMENT MATERIAL
FOUNDATION (MAY NOT BE REQUIRED)
NOTE: 1. SEE SPECIFICATIONS FOR PIPE INSTALLATION REQUIREMENTS 2. CLASS "A" BEDDING REQUIRED FOR SDR-35 PVC PIPE
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE DRAWING NO.
SDR-35 PVC BEDDING DETAIL
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T I R HO UT A
S02
10’-0" MIN.
2’-0" MIN.
TYPICAL
TYPICAL
VARI ES
TOP OF BANK
SLOPE VARIES
DEPTH
1’-0" (TYP.) STONE RIPRAP
A
1’-0"
1’-0"
CLASS "B" CONCRETE ENCASEMENT
MIN.
A
UNDISTURBED EARTH
C L
MIN.
ELEVATION * INSTALL RIP-RAP APPROXIMATELY 5’ UPSTREAM AND 5’ DOWNSTREAM FROM CENTERLINE OF PIPE ALONG CREEKBED
CLASS "B" CONCRETE
L
H
(ft.) (c.y.)
CONCRETE ENCASEMENT
(ft.)
VOL. CONC. (c.y./ft.)
H
8
2.25 2.00 2.06
0.30
1.81
0.13
10
2.50 2.00 2.27
0.36
2.00
0.15
12
2.75 2.00 2.50
0.47
2.14
0.18
15
3.00 2.00 2.83
0.50
2.50
0.21
H
H
6" ESVCP,DI P,PVC
Bd
(ft.) (ft.)
MI N.
D (in.)
6"
CONCRETE COLLAR
DIMENSIONS
MI N.
CONCRETE QUANTITIES
Bd
SECTION B-B
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE DRAWING NO.
CREEK CROSSING DETAIL
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S03
CASING PIPE 3 MIN.
3’ MIN.
3’ MIN.
VARIES PLUG ENDS OF PIPE WITH 8" THICK BRICK BULKHEAD CARRIER PIPE
PUSH-ON JOINT
CASING SPACERS
TYPICAL HIGHWAY CROSSING NOTE: CASING PIPE SHALL HAVE A PROTECTIVE COATING, CONSISTING OF A COAL-TAR PRIMER COAT AND AN APPLICATION OF HOT COAL - TAR ENAMEL" (+1/32") THICK.
CARRIER PIPE
CASING PIPE
CASING PIPE FOR
8" WIDE EPOXY COATED
HIGHWAY CROSSINGS
STEEL CASING CHOCKS,
INSIDE DIA. NOMINAL DIA. THICKNESS IN INCHES 8 10
IN INCHES 16 18
MODEL 4810 BY POWER
IN INCHES
SEAL OR EQUAL
0.250
(2 - PER JOINT)
0.250
12
20
0.313
14
24
0.344
16
26
0.375
20
30
0.438
24
36
0.500
30
42
0.500
36
48
0.500
CARRIER PIPE INVERT AS NOTED ON PLANS
TYPICAL ENCASEMENT SECTION FOR JACK & BORE INSTALLATION NOTE: CASING TO BE SEALED AROUND THE CARRIER PIPE WITH 8" BRICK. BULKHEAD AT EACH END SHALL BE CONSTRUCTED USING CEMENT MORTAR.
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE
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SEWER LINE JACK & BORE W
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C A TE R
&
DRAWING NO.
T I R HO UT S E WE GE A A R
INSTALLATION DETAIL
S04
MACHINED SURFACE 4" LETTERS (RECESSED FLUSH)
1 1/2"
(2) CLOSED PICKHOLES
(4) 1" DIA
BOTTOM VIEW OF COVER
HOLES ON 29 1/4" DIA BOLT CIRCLE.
MACHINED SURFACE
2 1/4"
1 1/2" 23 1/2" DIA
7/16"
21 1/8" DIA
1"
PICKHOLE DETAIL COVER SECTION 2 15/16"
EST. WT. COVER: 130 LBS FRAME: 190 LBS UNIT: 320 LBS 25 3/16" DIA
1 1/2"
6"
23 3/4" DIA
MAT’L SPEC. COVER - GRAY IRON 6 3/4"
ASTM A48 CL35 FRAME - GRAY IRON ASTM A48 CL35
22" DIA
5/8"
LOAD RATING
HEAVY DUTY
24 1/2" DIA
25 7/8" DIA
3/4" MUD RING 32 1/4" DIA
DOMESTIC MADE ONLY NO IMPORTS
FRAME SECTION
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE
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STANDARD MANHOLE W
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T I R HO UT S E WE GE A A R
FRAME & COVER DETAIL
S05
MACHINED SURFACE
4" LETTERS (RECESSED FLUSH)
(4) 1/2-13 X 2" HEX HD SS CAP SCREWS & WASHERS
EST. WT. COVER: 130 LBS FRAME: 187 LBS
SEWER
UNIT: 318 LBS 1 1/2"
(2) CLOSED MAT’L SPEC.
PICKHOLES
BOTTOM VIEW
(4) 1" X 1 1/2"
COVER - GRAY IRON
SLOTTED HOLES
MACHINED SURFACE
ASTM A48 CL35 FRAME - GRAY IRON
PLAN VIEW
ASTM A48 CL35 5/8" -11 X 2" S.S HE HEAD BOLT W/S.S WASHERS
23 1/2" DIA
LOAD RATING
1 3/8"
HEAVY DUTY DOMESTIC MADE ONLY NO IMPORTS
2 15/16"
COVER SECTION 1/8" THICK U.S. FOUNDRY MODEL # 362-CKBWT
NEOPRENE FLAT GASKET
VULCAN FOUNDRY MODEL # V-2480-1
25 3/16" DIA.
WT DETAIL
OR EQUAL
1 1/2" 23 3/4" DIA. 6 3/4"
6" 2 1/4"
3/4" 3/4" DIA
20 1/2" DIA. 1 3/8" 24 7/16" DIA.
1 1/4"
25 7/8" DIA. 1/2" 7/16" 32 1/4" DIA.
PICKHOLE DETAIL FRAME SECTION
BOLTHOLE DETAIL
1"
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE
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BOLT DOWN MANHOLE W
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&
DRAWING NO.
T I R HO UT S E WE GE A A R
FRAME & COVER DETAIL
S06
ALL MANHOLES LOCATED OUTSIDE * NOTE: OF PAVEMENT TO HAVE BOLT-DOWN CAST-IN FRAME AND COVER
CAST IRON MANHOLE
PAVEMENT OR SHOULDER BRICK FOR GRADE ADJUSTMENT. ONLY WHEN REQ’D (1’ MAX.) (HALF BOND HEADER)
1 /2"
ECCENTRIC CONE
1.95 1 /8"
GRADE
OUTSI DE
FRAME AND COVER
2
24"
5"
GASKET
5"
MANHOLE DIA.
5"
4’-0" I.D.
TYPICAL 48" DIA. RISER SECTION, 1’-0", 1’-6", 2’-0", 2’-6", 3’-0", 3’-6" & 4’-0" HEIGHTS
MANHOLE STEPS
1.63
FOR PAYMENT
JOINTS
DEPTH OF MANHOLE
ALL
.64
1.5
1.03
JOINT DETAIL NTS
48"x5" WALL ONE PIECE 3’-0" HEIGHTS.
A DEPTH OF 0.8 x H.
5"
D .S .
CONCRETE SHALL HAVE
H
BASE UNIT, 2’-0" AND
PIPE INV.
PROVIDE CLAMP AND RUBBER BOOT AT ALL INFLUENT/EFFLUENT OPENINGS
BOTTOM OF BASE
INVERT TO BE PRECAST OR SOLID CONCRETE 12" MIN. STONE OR GRAVEL BEDDING.
STEP DETAIL NTS
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE DRAWING NO.
MANHOLE STANDARD ASSEMBLY DETAIL
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S07
MANHOLE DIA. 4’-0" I.D.
TYPICAL PRECAST M.H.
MINIMUM 6’ X 6’ X 6" THICK SLAB FOOTING TO BE POURED IN PLACE WHERE MANHOLE IS TO BE CONSTRUCTED WITHIN FILL MATERIAL
MIN. 12" #57 STONE
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE
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MANHOLE STANDARD W
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C A TE R
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DRAWING NO.
T I R HO UT S E WE GE A A R
ASSEMBLY IN FILL DIRT DETAIL
S08
NO. 5 BARS AT 6" O.C. " 4 2
TOP SLAB DETAIL
NO. 4 BAR
CAST IRON MANHOLE FRAME AND COVER
BRICK COURSES FOR ADJUSTING TO GRADE.
1/2" CEMENT PLASTER PAVEMENT
FINISHED
4’ -6" OR LESS
UNI T W /TOP SLAB (LESS FRAME & COVER) TO BE PAI D PER EACH
STANDARD
BASE SECTI ON
12
1 / 4"
GRADE
NOTE: MANHOLE STEPS AND INVERT CONCRETE/GROUTING REQUIRED PER HENRY CO. WATER & SEWERAGE AUTHORITY STANDARDS.
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE
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MANHOLE SHALLOW T I R HO UT S E WE GE A A R
ASSEMBLY DETAIL
S09
STEEL PIPE W/4 ROWS 3/8" DIA. HOLES AT 2" O.C. WATER-TIGHT
FLOOD LEVEL
MANHOLE COVER 1’ -0"
BRICK COURSES FOR ADJUSTING TO GRADE. PLASTER INSIDE EXPOSED SURFACES.
1’ -0"
(VARIES)
3’-6" MIN.
4’ -3"
GRADE
1’ -0"
FINISHED
"H"
ELEVATION 50 YR.
2500 PSI CONC. ENCASEMENT FOR SUPPORT, WIDTH 2’-0"
24" 5"
NO. 5 OPEN 5" 1’ -0"
LOOPED TIES DOWELED IN MH
5"
STEEL PIPE SCHEDULE 80 3" DIA. FOR "H" LESS THAN 6’-0" 4" DIA. FOR "H" LESS THAN 10’-0" 5" DIA. FOR "H" LESS THAN 15’-0" 6" DIA. FOR "H" LESS THAN 15’-0" PIPE TO BE ENAMELED WITH 2
9"
GROUT INTO MANHOLE
COATS OF BITUMINOUS ENAMEL. 2’-0" SQ. FOR PIPE 4" DIA. & SMALLEER 3’-0" SQ. FOR PIPE 5" DIA. & LARGER
NOTE: VENTED CONNECTION TO MANHOLE TO CONSIST OF STEEL PIPE AND CLASS "D" CONCRETE COMPLETE.
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE
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S10
S
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ASSEMBLY DETAIL
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C A TE R
MANHOLE VENTED
DRAWING NO.
T I R HO UT S E WE GE A A R
*
NOTE: ALL MANHOLES LOCATED OUTSIDE OF PAVEMENT TO HAVE BOLT-DOWN CAST-IN FRAME AND COVER CAST IRON MANHOLE
PAVEMENT OR SHOULDER
FRAME AND COVER
BRICK FOR GRADE ADJUSTMENT. ONLY
GRADE
WHEN REQ’D (1’ MAX.) (HALF BOND HEADER)
ECCENTRIC CONE 24"
TEE BRANCH-SIZE SMALLER THAN SEWER 8" MAIN
GASKET OF MANHOLE
#4 DOWEL AT 12" O.C. GROUTED INTO PRECAST
5"
MANHOLE DIA.
5"
SECTION AND EXTENDING INTO DROP CONNECTION
8" CONC. OUTSIDE
4’-0" I.D.
BRICK MANHOLE
OF PIPE BELL
STEPS
DEPTH
JOINTS
CONTRACTOR TO FURNISH
FOR PAYMENT
ALL
5"
1-90 OR CONCRETE SHALL HAVE
2-45
A DEPTH OF 0.8 x H.
5"
D .S
.
BENDS
PIPE INV. VARIABLE-MATCH CROWN W/MAIN SEWER BOTTOM OF BASE
INVERT TO BE PRECAST OR SOLID CONCRETE 12" MIN. STONE OR GRAVEL BEDDING.
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE
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MANHOLE DROP W
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DRAWING NO.
T I R HO UT S E WE GE A A R
ASSEMBLY DETAIL
S11
ALL MANHOLES LOCATED OUTSIDE * NOTE: OF PAVEMENT TO HAVE BOLT-DOWN CAST-IN FRAME AND COVER
BRICK FOR GRADE
CAST IRON MANHOLE
PAVEMENT OR SHOULDER
FRAME AND COVER
ADJUSTMENT. ONLY WHEN REQ’D (1’ MAX.) (HALF-BOND HEADER)
GRADE
STANDARD ECCENTRIC CONE
24"
NOTE: ALL JOINTS AROUND EXISTING AND PROPOSED SEWERLINE SHALL BE PROPERLY GROUTED AND SEALED. MANHOLE DIA.
ONCE MANHOLE INSTALLATION IS COMPLETE, TOP HALF OF EXISTING
4’-0" I.D.
TYPICAL 48" DIA. RISER SECTION, 1’-0", 1’-6",
PIPE SHALL BE CUT OUT USING A
2’-0", 2’-6", 3’-0",
CIRCULAR SAW.
3’-6" & 4’-0" HEIGHTS (RISER TO BE SET IN SHAPE BOTTOM OF RISER TO ALLOW
CONCRETE BASE)
FOR SEWER PIPES
A R
I E S
PROPOSED SEWERLINE
5"
V
EXISTING SEWERLINE
BASE TO BE SOLID CONCRETE POURED UP TO MID-POINT OF PIPE & SLOPED TO CENTER AT 1:4
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 12/02/10 SCALE: NONE
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DOGHOUSE MANHOLE T I R HO UT S E WE GE A A R
ASSEMBLY DETAIL
S12
NOTES: CONCRETE USED FOR INVERTS MUST NOT EXCEED 3 PARTS SAND TO 1 PART PORTLAND CEMENT. ( MORTAR IS NOT ALLOWED ) USE SMOOTH RED COMMON BRICK ONLY. SMOOTHEST SIDE OUT.
MINIMUM OF 2 INCH CONCRETE WATER CAP. ( MUST HAVE SLOPE )
DRY MIXTURE OF SAND AND CONCRETE CAN BE USED WHERE
D .S .
INVERT = RADIUS OF PIPE
TABLE BUILT WITH LOOSE
FILL IS LESS THAN 1/2 BRICK.
BRICK STACKED CLOSELY
( 3:1 RATIO )
TOGETHER.
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE
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MANHOLE BRICK ROLL-LOCK W
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DRAWING NO.
T I R HO UT S E WE GE A A R
INVERT ASSEMBLY DETAIL
S13
NOTE: PLUMBING CONTRACTOR FOR BUILDER TO TIE ON AT THIS LOCATION WITH CLEAN-OUT UTILIZING STANDARDPVC FITTINGS OR "DONUT" CONNECTION
NOTE:
*
SERVICE LINES SHALL BE STUBBED OUT TO 22ft BOC AND BE NO MORE THAN 10ft DEEP. A WATERTIGHT CAP OR PLUG MUST BE USED
R/W
AT END OF LINE.
R/W
SEWER MAIN
GLUE-IN OR PUSH-IN
TEE
2" P.V.C. RISER PIPE TO EXTEND
PERM. CAP
FITTING
5 FT ABOVE FINISH GRADE FOR LOCATING SERVICE LINE
W ARRANT
6" SERVICE
W ARRANT
EXTRA DEPTH
CONDI TI ONS
10’MAX 45 ELBOW
EXTRA DEPTH
5
(TYP.) CONDI TI ONS
UNLESS SI TE
10’ MAX
P L
UNLESS SI TE
P L
PLAN
4" MINIMUM #57 STONE
LINE
4" MINIMUM #57 STONE
*
NOTE: SERVICE LINES HAVING LESS THAN 4 FT.
PROFILE
COVER SHALL BE DUCTILE IRON.
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE DRAWING NO.
SEWER SERVICE LINE LATERAL
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T I R HO UT A
S14
2" P.V.C. RISER PIPE TO EXTEND 5 FT ABOVE FINISH GRADE FOR
R/W W ARRANT
EXTRA DEPTH
(TYP.) CONDI TI ONS
10’ MAX
UNLESS SI TE
5
R/W
LOCATING SERVICE LINE
6" 45 MJ X MJ ELBOW 6" D.I. SERVICE LINE
P L 6" DI 45 BEND MJ X PLAIN END 4" MINIMUM #57 STONE
6" WATERTIGHT CAP OR PLUG MUM NI 4" MI 57 STONE #
6" 45 MJ X PE ELBOW
6" D.I. SERVICE LINE
ONE CONTINUOUS PIECE OF DIP. LENGTH WILL VARY
P L
6" 45 MJ X MJ ELBOW
6" D.I. SERVICE LINE 6" D.I. SERVICE LINE NOTE: LINES SHALL BE DUCTILE IRON PIPE *SERVICE STUBBED OUT TO 22ft BOC AND BE NO MORE
D.I. TEE
D.I. TEE D.I. MAIN
THAN 10ft DEEP. A WATERTIGHT CAP OR PLUG MUST BE USED AT END OF LINE.
PROFILE A
PROFILE B
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 12/02/10 SCALE: NONE
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SERVICE LINE LATERAL DETAIL W
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C A TE R
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DRAWING NO.
T I R HO UT S E WE GE A A R
FOR SEWER LINES 18 VF & DEEPER
S15
Brock Biles: 678-583-3847 Cell: 678-794-5282 Nextel: 154*21*32327 IF NO ANSWER CONTACT
R/W
SEWER TAP INSPECTIONS
CLEAN OUT BOX (CARSON IND. MODEL 910 OR EQUAL) WITH SEWER/HCWSA EMBOSSED ON LID.
P L
4" PVC CLEAN OUT
Engineering Dept. 770-914-3688
45 ELBOW
4" PVC SERVICE LINE
45 ELBOW
4" WYE 6" X 4" REDUCER (GLUE-ON OR INSERT)
6" SERVICE LINE
NOTE: PLUMBING CONTRACTOR FOR BUILDER TO TIE ON AT THIS LOCATION WITH CLEAN-OUT UTILIZING STANDARD PVC FITTINGS OR "DONUT" CONNECTION FOR DIP.
SEWER MAIN
SEWER TAP INSPECTION REQUIRED BY HCWSA.
PROFILE
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE
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C A TE R
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DRAWING NO.
A
SEWER SERVICE LINE T I R HO UT S E WE GE A A R
CLEANOUT CONNECTION DETAIL
S16
NOTE:
*
SERVICE LINES SHALL BE STUBBED OUT TO 22ft BOC AND BE NO MORE THAN 10ft DEEP. A WATERTIGHT CAP OR PLUG MUST BE USED
R/W
AT END OF LINE.
10"X18.5" CLEANOUT BOX WITH LID
P L
MFR STD SEWER
CONTRACTOR
AND SPIGOT "O" RING GASKET JOINTS OR APPROVED MFGRS STD SOLVENT
45 ELBOW
SI TE
W ARRANT
6" PVC SEWER PIPE WITH BELL 1/8th BEND
EXTRA DEPTH
DEVELOPER /
10’MAX
STUB BY
UNLESS
4" GRAVEL IN BOX 10’-0
CONDI TI ONS
CLEANOUT PLUG
TO STRUCTURE
6"X6"X6" 45 WYE
4" MINIMUM #57 STONE
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE DRAWING NO.
SEWER SERVICE LINE CLEANOUT DETAIL
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C A TE R
T I R HO & UT S E WE GE A A R
S17
NOTES FOR 2" AIR / RELEASE VALVE (ARV): 1. VALVES SHALL BE EQUIPPED WITH AN ELONGATED BODY, A 2" N.P.T. INLET CONNECTION,AND A 1/2" N.P.T. OUTLET CONNECTION AND SHALL BE PROVIDED WITH A 2" INLET SHUT-OFF VALVE, 1" BLOW-OFF VALVE, AND A 1/2 " BACK-FLUSH VALVE WITH QUICK- DISCONNECT COUPLING AND FLUSHING HOSE WITH QUICK-DISCONNECT CONNECTS.
2. MANUFACTURERS INCLUDE H-TEC OR HCWSA APPROVED EQUAL.
NOTES FOR 2" COMBINATION AIR VALVE (CAV): 1. VALVE REQUIRES A 1" N.P.T. OUTLET CONNECTION.
2. VALVES SHALL BE EQUIPPED WITH APPURTENANCES SPECIFIED IN NOTE 1 ABOVE.
3. MANUFACTURERS INCLUDE H-TEC OR HCWSA APPROVED EQUAL.
30" CLEAR OPENING FRAME AND VENTED COVER NEENAH R-6078 OR EQUAL (575 lbs.)
SET COVER FLUSH WITH ROADWAY WHERE IT OCCURS.
6" (TYP.)
1" MIN. (GROUT)
4’ (TYP.) MANHOLE STEPS (FOR DEPTHS GREATER THAN 4.0’)
TAPPING TEE OR SLEEVE
12" (TYP.)
1’- 6" (MIN.) #57 CRUSHED STONE SPRING LINE
COMPACT BACK FILL
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 12/02/10 SCALE: NONE
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SEWER FORCE MAIN W
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C A TE R
&
DRAWING NO.
T I R HO UT S E WE GE A A R
AIR-RELEASE VALVE DETAIL
S18
DUMPSTER AREA DRAIN W/WIRE MESH
REQ.’D CLEAN-OUT
SLOPE AT
" PER FT.
OIL-WATER SEPERATOR (APPROVED BY HCWSA)
SANITARY SEWER SERVICE LATERAL
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE
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C A TE R
&
DRAWING NO.
A
SEWER DUMPSTER PAD W/O T I R HO UT S E WE GE A A R
CANOPY CONNECTION DETAIL
S19
CANOPY (APPROVED BY HENRY CO. BLDG. DEPT.)
AREA DRAIN W/WIRE MESH
DUMPSTER
REQ.’D CLEAN-OUT
SLOPE AT
" PER FT.
OIL-WATER SEPERATOR (APPROVED BY HCWSA)
SANITARY SEWER SERVICE LATERAL
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE
H
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SEWER DUMPSTER PAD WITH W
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C A TE R
&
DRAWING NO.
T I R HO UT S E WE GE A A R
CANOPY CONNECTION DETAIL
S20
FLOOR OF DUMPSTER PAD
4-SIDED DIKE 8"X8" MIN. CONCRETE FOR WATER DIVERSION WIRE MESH
TOP VIEW SECTION A-A
CANOPY (MUST BE APPROVED BY HENRY CO. BLDG. DEPT.)
A
A
FLOOR OF DUMPSTER PAD
DUMPSTER
4-SIDED DIKE 8"X8" MIN. CONCRETE FOR WATER
REQ.’D CLEAN-OUT WIRE MESH
DIVERSION
8" MIN.
TERAL CE LA SERVI SEWER Y R A T SANI
FRONT VIEW NOTE: SEWER SERVICE CONNECTION MUST BE INSPECTED AND APPROVED BY HCWSA.
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE
H
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SS DUMPSTER PAD W/ CANOPY W
S
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C A TE R
&
DRAWING NO.
T I R HO UT S E WE GE A A R
SECTION CONNECTION DETAIL S21
STANDARD GREASE INTERCEPTOR DESIGN
2
2
4
4
5
5
2’
2’
3
3
FLOW FLOW WATER LEVEL
6
1’
1’
6"
1. PRECAST TANK, 1500 GALLONS.
2. MANHOLE TOP AND RING, ONE OVER EACH SECTION.
3. PIPE AND FITTINGS OF APPROVED MATERIALS.
4. BRICK UP TO GRADE. INSTALL MANHOLE STEPS 2’.0" ON CENTER IF THE HEIGHT OF THE BRICK WORK IS GREATER THAN 4’.0".
5. PROVIDE TOP SECTION WITH 24" DIAMETER OPENING AT EACH END OF TANK.
6. INSTALL CONCRETE BAFFLE IN TANK.
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE
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1,500 GALLON GREASE T I R HO UT S E WE GE A A R
INTERCEPTOR DETAIL
S22
4"
4"
4"
4"
4"
4"
4"
AUTOMATIC CAR WASHER
EQUIPMENT AND/OR MECHANICAL ROOM
GRATE DRAIN
4" C/O
4" C/O
4" 4"
6"
6"
6"
6"
4"
4" C/O
T N E V
4" C/O
" 3
4"
4" C/O
T O
S 6" A N .
G A L
L
1 5 0 0 4"
4"
4"
4"
1 5 0 0
1 5 0 0
G A
G A L
G A L 1 5 0 0
5 1 4"
4"
4" C/O
0
1 5 0
0
0
G A
G A L
L
S E W E R
4" C/O 4"
4"
6"
6"
6"
4"
1 5
0 0
G A
L
6"
4"
4" C/O
5 0 0
1 5 0 0
VE NT
G A L
2"
4" RECOVERY
3"
G A L
4"
4" C/O
4" C/O
6"
4"
TO N. SA R WE SE
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE
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CAR WASH PIPELINE T I R HO UT S E WE GE A A R
LAYOUT DETAIL
S23
SHARPEN FOR
2.0’
LIGHTNING ROD BIRD CAP
LEAVE 5’ SLACK CABLE FOR UTILITY CO. CONN. SET W.H. AT APPROX. 15’ ABOVE GROUND
NOTE: POWER CO. TO PROVIDE 120/240/480
3 n
SERVICE TO WEATHER HEAD
3- PHASE LIGHTNING ARRESTOR
24’ CLASS 5 PENTA 2 #8,1 #8(N),1"C
TREATED WOOD POLE 5’ IN EARTH
MOUNT METER BASE FURNISHED BY UTILITY CO.
60 A 2PSN FUSED SAFETY SWITCH IN NEMA 3R ENCLOSURE W/ FUSES. #6 CU BARE GROUND WIRE STAPLE TO POLE WITH COVER TO 8’-0
CONDUIT TO CP (24" MIN. COVER)
10’ X" COPPER CLAD GROUND ROD. DRIVE FULL DEPTH INTO EARTH
PUMP STATION "A" ELECTRICAL SERVICE POLE DETAIL
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE
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CONNECTION DETAIL
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PUMP STATION ELECTRICAL
DRAWING NO.
T I R HO UT S E WE GE A A R
3 STRANDS BARBED WIRE
12"
x x x
x x x
x x x
x x x
x x x
x x x
x x x
" 0 TRUSS RODS 6’ -0
AT CORNERS
GATE FIN. GRADE
3’ -0
TENSION WIRE CONC.
CORNER POST
2" ABOVE GRADE
GATE POST
9"
LINE POST
12" (MIN)
ELEVATION " 0 TRUSS RODS AT CORNERS
SECTION
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE DRAWING NO.
SECURITY FENCE INSTALLATION & DETAIL
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T I R HO UT A
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6"-8" DIA.TREATED PINE POST 6"-8" DIA. TREATED PINE POST
SINGLE STRAND, BARBED WIRE
3"-4" DIA. TREATED PINE (notched into pull post)
3"-4" DIA. TREATED PINE (notched into pull post)
SINGLE STRAND, BARBED WIRE 10" DIA. UTILITY POST
8" BRACE PIN
"SURE LATCH" GATE LATCH
8" BRACE PIN
16’X5’,2"DIA. TUBULAR STEEL GATE (HOY DIP GALVANIZED)
6’
ANCHOR SCREWS
6’
3"
3"
54"
54"
3’
3’ 3.6’
3.6’
GATE WHEEL
EX.GROUND
10"
CLASS "B" CONCRETE
12"
12"
10"
USE 1.25"GALVANIZED STAPLES TO ATTACH WOVEN WIRE TO POSTS RED BRAND47" WOVEN WIRE FIELD FENCE
RED BRAND47" WOVEN WIRE FIELD FENCE
ACCESS GATE AND FENCE DETAIL
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE
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SEWER EASEMENT ACCESS GATE & W
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T I R HO UT S E WE GE A A R
FENCE INSTALLATION DETAIL
S26
50’ R/W - RESIDENTIAL UTILITY PLACEMENT
2" PVC RISER PIPE TO EXTEND
2" PVC RISER PIPE TO EXTEND
5 FT. ABOVE FINISH GRADE FOR
5 FT. ABOVE FINISH GRADE FOR
LOCATING SERVICE LINE.
LOCATING SERVICE LINE
25’
5’
6’
4’
2’
25’
2’
11’
11’
2’
2’
4’
5’
6’
UTILITY EASEMENT
UTILITY EASEMENT
1 2:
8’ GAS
10’ TEL
4’ 1’
3’
2’
2’
3’
3’
1’
VARI ES
1 2:
CATV
2’
SIDEWALK
SIDEWALK
CATV 8’ WATER 10’ TEL 12’ POWER
12’ POWER SEWER STUB OUT 35’
SEWER STUB OUT 35’
1. NO TREES OR FENCES ALLOWED WITHIN THE ROAD R/W OR UTILITY EASEMENT EXCEPT
7. UTILITY EASEMENT SHALL BE SHOWN & RECORDED WITH THE FINAL PLAT.
WHERE REQUIRED BY CITY, COUNTY, OR OTHER GOVERNMENT ORDINANCE. 8. WATER METER BOXES SHALL BE LOCATED AT 6’ BACK OF R/W. 2. ALL TREES SHALL BE CLEARED & SHOULDERS GRADED WITHIN 6" OF FINAL GRADE (INCLUDING SEWER SERVICES SHALL BE STUBBED OUT AT 10’ BACK OF R/W. UTILITY EASEMENT) PRIOR TO THE INSTALLATION OF ANY UTILITIES. 9. WATER LATERALS SHALL BE MARKED WITH A BLUE "W" ON CURB AS SOON AS 3. UTILITY PLACEMENT SHALL REMAIN CONSISTENT FROM BACK OF CURB THROUGHOUT THE PROJECT REGARDLESS OF ANY INCONSISTENCIES IN ROAD CONSTRUCTION. EXAMPLES: STORM SEWERS, CULVERTS, CULDESACS, ETC... (EXCEPT CATV).
POSSIBLE AFTER CURB HAS BEEN INSTALLED. SEWER LATERALS SHALL BE MARKED WITH GREEN "X" ON CURB. 10. DEPTH REQUIREMENTS INDICATE MINIMUM DEPTH AT TIME OF INSTALLATION BELOW CURB LINE.
4. AFTER VERIFICATION OF FINAL GRADE, UTILITIES SHOULD BE INSTALLED AS FOLLOWS:
11. THIS STANDARD MAY BE COMBINED WITH JOINT USE STANDARD.
WATER, ELECTRIC, GAS, TELEPHONE, & CATV. 12. CATV PEDESTAL, TELEPHONE PEDESTALS, TRANSFORMERS, AND WATER METERS SHALL 5. TOTAL CLEARED AND GRADED WIDTH TO BE 60’ MINIMUM.
BE PLACED IN THE 5’ UTILITY EASEMENT.
6. PROPERTY CORNER REFERENCE SHALL BE PLACED ON CURB & GUTTER AND ON 10’ OFFSET
13. UTILITIES SHALL BE LOCATED WITHIN PLUS OR MINUS 6" OF PLAN LOCATION.
STAKE.
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: 1" = 10’
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RESIDENTIAL UTILITY PLACEMENT DETAIL T I R HO UT S E WE GE A A R
FOR A ROAD WITH A 50’ RIGHT-OF-WAY
S27
12’ 3’
3’
3’ SHOULDERS
DRAINAGE DITCH
SLOPE " / FT
3 8’ TYP.
1
4’ TYP.
6" GRADED AGGREGATE BASE COURSE (GABC) ON COMPACTED SUBGRADE
HENRY COUNTY WATER & SEWERAGE AUTHORITY
COUN T NRY Y HE
REVISED: 11/23/10 SCALE: NONE DRAWING NO.
ACCESS ROAD CROSS SECTION DETAIL
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T I R HO UT A
S28
