HomeMy WebLinkAbout08120009 REMCO Addition Large Plan Pg. JFIRST LAYER BEDDING TABLE
PEE SIZE
6 TO 15
18 OVER
BEDDING BELOW THE
PIPE BARREL AND BELL
MINIMUM 6
MINIMUM 10"
PIPE SIZE
A
B
UP TO 18"
3'-D
2' -6'
18" AND GREATER
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TEWORARY
NOTE: ALL SLAB AND CRAMS SPACE
CONNECTIONS MUST BE A MINIMUM
OF 3' BELOW THE FOOTER AND EXIT
THE BUILDING AT NE FRONT OF
THE STRUCTURE TO PROVIDE THE
SHORTEST, MOST DIRECT ROUTE
FROM THE BUILDING TO THE
EXISTING LATERAL STUB.
SEVER
36 x34' x1
APRON 111TH
FIBERIAESH
HOPE PPE TO EXTEI1
MINIMUM 3" ABOVE STONE
6" FROM TOP OF PiPE TO BOTTOM
OF METER PIT. CONTRACTOR SHALL
NOT ALLOW METER PIT TO CONTACT
LATERAL/TEE-WYE CONCRETE CAP.
RIGID PVC HARCO
SADDLE WYE
I 255-XXX OR EQUAL
6' PVC PPE
TRACER WE
(6' X 6" X 61 TEE -VfE
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6" MitUM. SEE SAMTARY
SEWER TRENCHING, BEDDING
AND BACKFILL DETAIL
NOTE: CONCRETE APRON AND CASTING SHALL BE
INSTALLED SO NAT THEY DO NOT
CONTACT THE LATERAL OR LATERAL CAP.
NENNAH R -1976 OR EAST JORDAN
1578 'MTH SEWER ON CASTING
6' PVC CAP FINAL GRADE
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f8 STONE BELOW CONCRETE
APRON TO PREVENT CLEANOUT TYPE 2
UNDISTURBED EARN. (HAROSCAPE SURFACES AND ALL OTHER INSTALLATIONS
BEYOND THREE FEET OF BUILDING)
NOTE: CASTING SHALL BE INSTALLED SO NAT
THEY DO NOT CONTACT THE LATERAL OR
LATERAL CAP.
20" VESTAL CASTING N11H 12 LID,
LETTERED 'SEVER CLEANOUT' WiTH
PENTAGONAL BOLT/LOCK
20"or FRATCO HOPE METER PIT,
7.2 LBS/FT, MIN. 3' DEEP OR EQUAL
6 "x4 "REDUCER
CLEANOUT TYPE 1
(ONLY LANDSCAPED SURFACES MATHIN
THREE FEET OF BUILDING)
6" PVC
CLEANOUT TYPE 3
(GRASS OR LANDSCAPE SURFACES
BEYOND THREE FEET OF BUILDING)
NOTE:
COVER FITTING AND STAINLESS STEEL
STRAPS NTH PLASTIC *AP AND
ENCASE NTH ONE FOOT OF MIXED
CONCRETE IN ALL DIRECTIONS
STAHSS STEEL STRAP TWO
FOR EACH SIDE
TRACER WARE
TRACER WIRE
RUBBER GASKET
MAIN SEWER LINE
SADDLE TEE DETAIL
MINIMA 1" CLEARANCE FROM TOP OF
CAP TO BOTTOM OF CASTING
6" PVC PIPE
(6" X 6' X 6") TEE -WYE
SEINER LATERAL
MINIMUM 1" MAXIMUM 4"
CLEARANCE FROM TOP OF
CAP TO BOTTOM OF CASTING
FINAL GRADE
CE FROM TOP OF PI'S
6" Mil N
TO TOP OF STON
rtaiwar 4 SOR35 PVC
(6' X 6' X 61 TEE -MIME
6" SEWER LATERAL
RIGHT -OF -WAY
OR EASEMENT L
NOTE:
ALL FITTINGS SHALL BE SDR 26.
225' OR 45
ANGLE MUST BE BETWEEN
15 AND 45:
d,.
MINIMUM 4' CONCRETE CAP REQUIRED, NOT
TO EXCEED BEYOND FRST PiPE JOINT OF
WYE:. F A WYE IS 11' TO 12' DEEP, THEN
CONCRETE CAP IS REQUIRED AT THE
ENGINEER'S DISCRETION. MINIMUM
CONCRETE STRENGTH OF 3500 PSI, 28
DAY COMPRESSIVE STRENGTH.
NOT REQUIRED FOR DUCTILE IRON TEE.
MORE THAN 20' DEEP LESS THAN 20' DEEP
TRENCH BOX OR OTHER !OSHA
ACCEPTABLE TRENCH SAFETY SYSTEM
1 /2D +12" FOR PVC PIPE
1/2 D 6" FOR Di
TRENCH WOTH SHALL NOT EXCEED BOX
NON BY MORE THAN 1.0 FOOT
1/2 D
SEE FIRST LAYER
BEDDING TABLE BELOW
#2 STONE AS REQUIRED BY
ENGINEER FOR UNSTABLE
SOIL CONDITiONS DEPTH TO
STABLE GROUND PER ENGINEER
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ONE PIECE TEE -WYE
REQUIRED
SANITARY SEWER TRENCHING,
BEDDING AND BACKFILL DETAIL
MAIN SEVER LINE
a
TRACER VIRE
PLAN VIEW
6' MINIMUM
1
-A MI IMUM OF 8" OF LIB STONE OVER
THE CONCRETE CAPPED WYE SHALL BE
PLACED PRIOR TO BACKFIW NG.
SECTION
NOTE:
ALL LATERAL BEDDING SHALL BE
AGAINST UNDISTURBED TRENCH.
NOTE' DEPTH OF SERHCE LATERAL SHALL BE MEASURED FROM
FINISHED GRADE TO THE TOP OF MAIN SEVER LINE.
PIPE REQUIREMENTS PER DEPTH ARE AS FOLLOW&
3' -19' SDR -35 20' -25' SDR -26
26' OR GREATER SDR -233
SERVICE LATERAL DETAIL
TRENCH WIDTH MAXIMUM 10 FEET
AT TOP OF EXCAVATION
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X6 1.4 GA. YAW
FOR SEPARATION SEE NOTE
6" SDR 35 PIPE
BEDDING TO BE PLACED ON UNDISTURBED
EARTH. COMPACTION CF #8 STONE
IS CRITICAL UNDER ALL JOINTS AND FITTINGS.
IF PROPER COMPACTION CANNOT BE ACHIEVED,
THEN PLACE A MINIMUM OF 6" OF 3500 PSI,
28 DAY COMPRESSIVE STRENGTH CONCRETE PAINTED GREEN 2" X 4" WITH
AROUND THE PIPE TO BEAR ON STABLE Roo OR T POST (DETECTABLE
GROUND (PER ENGINEER). ROD METAL DETECTOR, 3' ABOVE
GRADE) DEPTH TO LATERAL TO
BE SHOWN ON MARKER.
(TYPICAL ALL LATERALS)
FINISHED GRADE
22.5' OR 45'
CAP FOR
ANGLE MUST BE BETWEEN 15 FUTURE CONNECTION
AND 45. (TYPICAL AU. LATERALS)
MINIMUM FALL- 1/8 PER FOOT
(TYPICAL ALL LATERALS)
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PREPARED SUBGRADE PER iNDOT No. 207
18 CRUSHED STONE, SHOVEL SUED,
HAND TAMPED AND WALKED IN.
SEWER OIL HOLE EXCAVATED)
PER CONSMUTION PLANS
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6" CONCRETE PAVEMNT
6" #53 STONE BASE
CONCRETE PAVEMENT SEC11ON
NOTE:
SEPARATION BEiA EN WYE FITTING:
A. OPPOSITE SIDE LATERALS
1) 1' MINIMUM BELL TO 9E11
2) BELL. TO SPIGOT MAY BE ADJACENT
1' (TYPICAL. ALL
LATERALS)
RIGHT -OF -WAY
OR EASEMENT UNE
RIGHT- OF-WAY
OR EASEMENT LINE
LOCATOR WIRE
(TYPICAL ALL LATERALS)
5' MINIMUM 8' MAXIMUM
(TYPICAL ALL LATERALS)
MAY NEED TO BE DEEPER FOR
LONG BUILDING LATERALS OR
FINISHED GRADES SLOPING AWAY
FROM SEWER.
CLEAN' BACKFILL MATERIAL FREE OF ROCKS, ETC.
LARGER THAN 6' OR OTHER EXTRANEOUS MATERIAL
(COMPACT TO PREVENT SETTLEMENT).
IN AREAS VITHIN 5' OF ROAD SURFACE, BACKFILL
PER REQUIREMENTS OF INDIANA DEPARTMENT OF
TRANSPORTATION AND COMPACT TO 95%
MODiFED PROCTOR DENSITY.
CRUSHED STONE OR #6 FRACTURED FACE AGGREGATE
ALL MATERIAL. IS TO BE PLACED FROM 6 INCHES BELOW TO
12 INCHES ABOVE THE PIPE.
THE TRENCH SHOULD BE A MINIMUM OF 18 INCHES MADE,
SHOVEL SUED, HAND TAMPED AND WALKED IN.
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CLAY 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 days of notice providing o
sewer is within 300 feet for Hamilton County or 100 feet for Boone County 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
an 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, on additional fee of $100.00 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 (pumped clean) and filled completely with earthen material or stone in a
safe and sanitary manner.' Please contact the appropriate County Board of Health for further information and to
notify the department of the abandonment.
6. Acceptable Pipe Materials:
PVC PIPE: SDR 35 or SDR 26, ASTM D3034, SIX INCH PIPE
PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE
RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelomine SRD 21,
ASTM D2241, SIX INCH PIPE (use only per approval of the District Engineer) GASKETED JOINTS: ASTM D3212
GASKETS: ASTM F477
FITTINGS: SDR 26 or better (NO fernco's allowed)
DUCTILE IRON MECHANICAL COUPUNG WITH PROPER FITTINGS
PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL:
HDPE DR11 with Compression Fittings, Mechanical, or Electrofused Joints CLEAN OUTS TO BE LOCATED NO
MORE THAN THREE FEET FROM THE FOUNDATION AND FOR GRAVITY LATERALS NO MORE THAN 100 FEET APART
(please see Clean Out Details Type 2 and Type 3 for multiple cleanout installation requirements).
7. Bedding:
Use Number 8 crushed stone or Number 8 fractured face aggregate
Number 8 stone backfill material is to be placed from 6 inches below to 12 inches above the pipe
The trench should be a minimum of 18 inches wide (six inches on both sides of the pipe)
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 D2241. 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 pipe, a ductile iron gosketed
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 three feet 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 4: 30 p.m. Monday through Friday. All District standards can be located on our web
site at http://www.ctnvd.org/.
Clay Township Regional Waste District 10701 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 lateral. Please call the District office at 844.9200 24 hours prior to time of
inspection
14. Contractors shall lay 14 gauge -solid wire the entire length of the lateral. Wire is to be placed on top of the
lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top.
15. Call before you dig. IUPPS 1- 800 382 5544, 48 hours prior to digging.
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1" H.M.A. SURFACE (SEE NOTE)
2" H.M.A. BINDER (SEE NOTE)
6" 153 STONE
PREPARED SUBGRADE PER INDOT No. 207
TYPICAL PAVEMENT SECTION
NOTE: CONTRACTOR TO CHECK SOILS REPORT
TO VERIFY MINIMUM PAVEMENT THICKNESSES.
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1" SURFACE (SEE NOTE)
3" BINDER (SEE NOTE)
8" #53 STONE BASE
PREPARED SUBGRADE PER INDOT No. 207
NOTE: CONTRACTOR TO CHECK SOILS REPORT
TO VERIFY MINIMUM PAVEMENT THICKNESSES.
TYPICAL PAVEMENT SECTION
(HEAVY DUTY)
PAVEMENT
GRADE
CONCRETE CURB AND WALK
APPLIED JOINT SEALER
N .,.`.y
1/2" PERFORATED
EXPANSION MATERIAL
**6' -0' if X 48"
EDGE OF WALK
d•
4.
i
COMPACTED
SUBGRADE
EXPANSION JOINT DETAIL
d
CONCRETE WALK
SECTION A -A
4' -O' MINIMUM
J I.
SLOPE:
1/4" PER FOOT
SCORE 1/4 R
1/2"
A
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TOOL BOTH SIDES OF
EXPANSION JOINT
.d
a
A 24' DEEP DETECTABLE
CONCRETE CURB TAPERED
PATTERN PER ADA 4.29.2
DOWN TO GRADE AT RAMP
CONCRETE SIDEWALK
6
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4
4
20' -0" BETWEEN EXPANSION JOINTS (MAX.)
5 -0'
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PLAN VIEW
HANDICAP RAMP DETAIL
NO SCALE
TOOLED CONTROL JOINT 1/4 WIDE, MIN. 1 DEEP
1/4" R
SUBGRADE UNDER ALL CURB SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
VAIN SECTION 207.02 OF TH STANDARD SPEcIFICATUONS.
PAVEMENT
4" COMPACTED GRANULAR BASE
SIDEWALK DETAIL
DOCKET N0. 08120009 TAC
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PE10809477
-o' STATE OF
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BY:
DATE:
S 80 1 HEET
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OF
12
CIVIL ENGINEERS LAND SURVEYORS DEVELOPMENT CONSULTANTS
5420 N. COLLEGE AVENUE, SUITE 202
(317) 251-1738 (FAX) 251-1923
INDIANAPOLIS, INDIANA