HomeMy WebLinkAbout05050019.7CLAY TOWNSHIP REGIONAL WASTE DISTRICT
SUMMARY OF LATERAL INSTALLATION REQUIREMENTS
1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 nays of
notice
providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone Co,:nty of the property
line. Only one building may connect to the sewer main per lateral unless otherwise approved by the
District.
2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and
connected to the District's sanitary sewer.
3. The existing sewer line from the building to the septic tank may only be used if it is located under
a building addition, patio, porch or paved driveway. Air test is required to show if acceptable for re -use.
The property owner shall bear the Cost of all testing. The District inspector must be onsite for the
duration of the air test.
4. The owner or contractor shall notify the District prior to covering the installed lateral so that the
District can make on inspection to determine compliance with the District's sewer use ordinance. Such
notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a
second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel
inspection, an additional fee of $75.00 will be due. This must be paid prior to the 'time of the follow up
inspection.
5. Property owners are hereby advised that the County Board of Health regulates the operation and
maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that,
upon connection to a public sewer, a septic tank " ?shall be abandoned and filled with earthen material
in a safe and sanitary manner." Please contact the appropriate County Board of Health for further
information.
6. Acceptable Pipe Materials:
PV(, PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE
PVT, PIPE: SDR 21, ASTM D -241, SIX INCH PIPE
GA`;KETS JOINTS ASTM D 3212
GA';KETS ASTM F -477
F17 FINGS - SDR -26
DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS.
CLI -AN OUTS TO BE LOCATED THREE FEET WITHIN THE
FOUNDATION AND NO MORE THAN 300 FEET APART.
7. Bedding:
Us(; fill sand or Number 8, 9 or 11 stone
Fill material is to be placed from 6 inches below to 6 inches above the
pipe
The trench should be a minimum of 18 inches wide
8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is
used meeting SDR 21 and ASTM D -2241. Any proposed installation requiring pressure pipe shall be
reviewed and accepted by the District and the District's engineer prior to installation.
9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 p pe, a ductile iron
go�31keted mechanical coupling shall be used.
10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are
met. No glued pipe shall be installed outside of building foundation walls.
11. Additional information on District standards and specifications may be obtained from the District's
office during business hours of 8:00a,m. to 5:00p.m. Monday through Friday: All District standards can
be located on our web site at http: / /www.ctrwd.org /.
Clay Township Regional Waste District
10101 North College Suite A.
Indianapolis, Indiana 46280
Phone: 844 -9200 Fax: 844 -9203
12. Septic effluent shall not be pumped out into the sanitary sewer system.
13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 roars prior to
time of inspection
14. Contractors shall lay 14 gauge- stranded wire the entire length of the lateral. Wire Is to De
placed on top of the lateral. The District inspector will verify placement of the wire. Af_er inspection,
bedding is to be placed on top.
15 Call before you dig: UPPS 1 -800- 382 -5544, 48 hours prior to digging
PAVEMENT
TRAN';VERSE EXPANSION JOINTS (TYP.)
@ 40' 0. C.
NOTE: @ 10 O.C.
WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND
CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE
PAVEMEN- SLAB. THE CURB AND GUTTER SHOULD BE TIED T C -i-- PAVEMENT BY
112" ROJNO DEFORMED BARS AT ABOUT 3 FOOT INTERVA'LS.,� NO CONCRETE
PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS CONSTR_CiED. EXPANSION
JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT
TO EXCEED 100 FEET, CONTRACTION JOINTS SHOULD BE INSTALLED AT 10 FOOT
SPACING.
CURB JOINT DETAIL
NO SCALE
VAR ES
APPLIED ANT PALL NO
SCREEN PRINT SYMBOL
COMPOUND
TOOLED CONTRACTION JOINT T
1/4' WIDE, MIN. 1 1/2 DEP H
"RADIUS TOO--
LD
ROUND LOGE
INTERNATIONAL SYMBOL OF ACCESSIBILITY
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PIPE PAINTED
PAVEMENT
MEETING INDIANA ACCESSIBILITY CODE
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1.) CONTRACTION JOINTS TO BE
LOCAL AUTHORITY
A MINIMUM OF 1 112" DEEP
H AND ICAPPED
PAaNiNC ONLY-
2.) SEE CONCRETE WALK SECTION FOR
4" REBAR CONT. AT
TOP & BOTTOM
LOCATION OF JOINTS. 3„
ACT CRITERIA AND ALL STATE AND
3.) FULL DEPTH SEPARATORS ARE NOT
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PERMITTED EXCEPT AT EXP. JOINTS. 6"
SECTION A -A
A MINIMUM OF 1 1/2" DEEP
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METAL CAP REQUIRED
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FINISH W/ STEEL TROWEL
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PAVEMENT
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COLOR FINISH
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FINISH 1/4" SLOPE PER FOOT
O CLASS "A" CONCRETE
12"
STOP SIGN DETAIL
NO SCALE
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GRASS`
PLAN VIEW
NC A YiAR\ VCS \ WALKING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES
N_ A 3 AV-__ K 0, \OM \A NCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A
CENTER „ -„EN 7i7R SACV„ N')MINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING
SJR=ACES, -Fn J \- A {, OR DARK -ON- LIGHT.
THE MA -:i A- _H� CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE.
DET AD.E VAR \,AOS - CV ATRIOR SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES
IN RES,_-\Cv 3R CONTACT.
SECTION B -B
DISABLED RAMP WITH ✓U _r=
DISABLED STALIL -S ALONG A \A1A_ DETAIL
NO SCALE
10,
16 GAUGE BONDERIZED STEEL SIGN 12"
-BLUE
SCREEN PRINT SYMBOL
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PLAN VIEW
NC A YiAR\ VCS \ WALKING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES
N_ A 3 AV-__ K 0, \OM \A NCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A
CENTER „ -„EN 7i7R SACV„ N')MINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING
SJR=ACES, -Fn J \- A {, OR DARK -ON- LIGHT.
THE MA -:i A- _H� CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE.
DET AD.E VAR \,AOS - CV ATRIOR SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES
IN RES,_-\Cv 3R CONTACT.
SECTION B -B
DISABLED RAMP WITH ✓U _r=
DISABLED STALIL -S ALONG A \A1A_ DETAIL
NO SCALE
10,
16 GAUGE BONDERIZED STEEL SIGN 12"
-BLUE
SCREEN PRINT SYMBOL
TOOLED CONTRACTION JOINT
APPLIED ANTI- SPALIINC
COMPOUND
H-
1/4" WIDE, MIN. 1 112" DEPTH
WHITE
INTERNATIONAL SYMBOL OF ACCESSIBILITY
-
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NOTE: PAVEMENT SECTION BASED
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LOCAL CODES AT VAN SPACE VAN PARKING
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LOCATION OF JOINTS. 3„
3.) FULL DEPTH SEPARATORS ARE NOT
STEEL PIPE FILLED W/ CONC.
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DISABLED PARKING
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(TYP. )
NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL.
SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND.
(COLOR NO. 105090 IN FEDERAL STANDARDS 595a) DOUBLE
COAT. (TYP.) SYMBOL SHALL MEET INDIANA ACCESSIBILITY
CODE AND THE AMERICANS WITH DISABILITIES ACT CRITERIA.
DISABLED PAVEMENT SYMBOL
NO SCALE
(SEE PLANS) BUILDING
SLOPE 1/4" PER 1' -0"
6x6 - 10/10 WELDED FACE TOOLED EDGE WIRE FABRIC cr
ROOM FINISH EXPANSION JOINT (9 BUILDING
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FLOOR SLAB
-III 4" GRANULAR BACKFILL
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1' -0" BELOW GRADE
6„
ON OUTER SIDES
CONCRETE STOOP DETAIL
NO SCALE
4" CONC. SLAB WITH
1/4" PER 1' -0" SLOPE W 8/8
IRE FABRICWELDED 6" CONS. SLAB WITH
ON BOTH SLABS #�3 BARS, 12 "O. C.
BOTH WAYS
COMPACTED GRANULAR "_. .
AGGREGATE
TYPICAL TRASH PAD SECTION
NO SCALE
TOOL BOTH SIDS OF APPLIED 'OINT SEALER
EXPANSION JON- 1/2" PREFORMED
EXPANSION MATERIAL
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BOTTOM OF PAVEMENT
EXPANSION JOINT DETAIL
NC SCALE
1/8 " -1 1/4" DEEP SAWED
FLUSH WITH SuRFAC- OR TOOLED JOINT WITH JOINT SEALER
d/4
CONCRETE SLAB
CONTRACTION JOINT
NC SCALE
VARIES
'-1"" H.A.C. SURFACE
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TOOLED CONTRACTION JOINT
APPLIED ANTI- SPALIINC
COMPOUND
H-
1/4" WIDE, MIN. 1 112" DEPTH
3" COMPACTED AGGREGATE #53
- III - III -III_
FL
/�CROUND
1 "RADIUS TOOLED
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EDGE
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NOTE: PAVEMENT SECTION BASED
PAVEMENT
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ANY AREAS OF BAD SOILS MUST
6x6 - 10/10
GRANULAR
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BACKFILL
COMPACTED SUBGRADE 6
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WIRE f ABRIC
4" REBAR CONT. AT
TOP & BOTTOM
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1.) CONTRACTION JOINTS TO BE
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LOCATION OF JOINTS. 3„
3.) FULL DEPTH SEPARATORS ARE NOT
PERMITTED EXCEPT AT EXP. JOINTS. 1 6'
NTEGRAL WALK AND CURB
NO SCALE
6x6 - 10/10 WELDED
TOOLED CONTROL JOINT 1/4" WIRE FABRIC
WIDE, MIN. 1" DEPTH
APPLIED ANTI- SPALLIN BROOM FINISH
COMPOUND
4" GRANULAR BACKFILL
NOTES:
1.) CONTROL JOINTS 5' -0" O.C. MAX.
COMPACTED AND WELL (SEE PLANS FOR ANY VARIATIONS)
DRAINED SUBGRADE 2.) EXPANSION JOINTS 20' -0" O.C. MAX.
(SEE PLANS FOR ANY VARIATIONS)
CONCRETE WALK DETAIL
NO SCALE
`1" H.A.G. SURFACE
2" H.A.C. BINDER
2" COMPACTED AGGREGATE #53
4" COMPACTED AGGREGATL_ #2
COMPACTED SUBGRADE
REGULAR DUTY
TYPICAL PAVEMENT SECTION
NO SCALE
TOOLED CONTROL JOINT
1/4", 1 1/4" DEEP
6x6 - W2.9 x W2.9 WELDED
APPLIED ANTI- SPALLING WIRE FABRIC
COMPOUND BROOM FINISH
c REINF. PLACED AT
113 OF CONIC. THICKNESS
GRANULAR BACKFILL -__ 4
NOTES.
1.) CONTROL JOINTS 5' -0" O.C. MAX. - COMPACTED & WELL
(SEE PLANS FOR ANY VARIATIONS) DRAINED SUBGRADE
2.) EXPANSION JOINTS 20' -0" O.C. MAX.
(SEE PLANS FOR ANY VARIATIONS)
6" CONCRETE SLAB DETAIL
NO SCALE
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TOOLED CONTROL JOINT
1/4", 1 1/4" DEEP
6x6 - W2.9 x W2.9 WELDED
APPLIED ANTI- SPALLING WIRE FABRIC
COMPOUND BROOM FINISH
c REINF. PLACED AT
113 OF CONIC. THICKNESS
GRANULAR BACKFILL -__ 4
NOTES.
1.) CONTROL JOINTS 5' -0" O.C. MAX. - COMPACTED & WELL
(SEE PLANS FOR ANY VARIATIONS) DRAINED SUBGRADE
2.) EXPANSION JOINTS 20' -0" O.C. MAX.
(SEE PLANS FOR ANY VARIATIONS)
6" CONCRETE SLAB DETAIL
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