water pollution control district...water pollution control district public notice for comment the...
TRANSCRIPT
Water Pollution Control District
Public Notice for Comment
The Logan County Water Pollution Control District is revising its Construction
Standards regarding the installation, repair and inspection of Public & Private
Sewers. The Standards can be viewed in person in the LCWPCD Office or on the
District’s website. Comments will be accepted until February 23, 2018. Comments
submitted by US mail shall be addressed to:
Logan County WPC District
Attn: Brian Schultz – Construction Standards
8100 St. Rt. 708 South
PO Box 1550
Russells Point, Ohio 43448-1550
Comments submitted via email shall be addressed to:
[email protected] with Construction Standards in the Subject line.
O-RING JOINT DETAIL
PRECAST BASE SECTION
NOTES
STANDARD INVERT CHANNEL
TYPE 3 SANITARY MANHOLE
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICT
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
16" MAX.
AutoCAD SHX Text
12" MIN.
AutoCAD SHX Text
4'-0" DIA. MIN.
AutoCAD SHX Text
PIPE SIZE
AutoCAD SHX Text
24" & UNDER
AutoCAD SHX Text
27" & ABOVE
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
5"
AutoCAD SHX Text
48"
AutoCAD SHX Text
60"
AutoCAD SHX Text
6"
AutoCAD SHX Text
INVERT ELEVATION
AutoCAD SHX Text
SHOWN ON PROFILE
AutoCAD SHX Text
STONE FOUNDATION
AutoCAD SHX Text
(ODOT #67 OR ODOT #57)
AutoCAD SHX Text
FLEXIBLE WATER TIGHT
AutoCAD SHX Text
JOINT A.S.T.M. 923-79
AutoCAD SHX Text
e.g. DURA-SEAL OR A-LOK
AutoCAD SHX Text
GROUT
AutoCAD SHX Text
MANHOLE FRAME & LID
AutoCAD SHX Text
(MEETING ASTM SPEC. 443)
AutoCAD SHX Text
MIN. SLOPE
AutoCAD SHX Text
1" PER FT.
AutoCAD SHX Text
"D"
AutoCAD SHX Text
"T"
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
CONCRETE ODOT
AutoCAD SHX Text
CLASS "C"
AutoCAD SHX Text
D
AutoCAD SHX Text
(SEE MISC. SANITARY MANHOLE
AutoCAD SHX Text
DETAIL 900-4 FOR CHIMNEY SEAL).
AutoCAD SHX Text
100%%% SILICONE BETWEEN
AutoCAD SHX Text
JOINTS MUST BE KEPT TO A MINIMUM.
AutoCAD SHX Text
A. SANITARY MANHOLES IN NEW CONSTRUCTION SANITARY MANHOLES IN NEW CONSTRUCTION SHALL HAVE FRAMES AND COVERS EQUAL TO NEENAH NO. R-1642 OR EAST JORDAN IRON WORKS NO. 1040. LID SHALL BE SANITARY LETTERED SOLID NON-VENTED, SELF-SEALING, GASKETED AND NON-BOLTED LIDS. B. TO CONNECT INTO EXISTING MANHOLE, THE TO CONNECT INTO EXISTING MANHOLE, THE MANHOLE SHALL BE CORED AND AN A-LOK XP SERIES FLEXIBLE CONNECTOR OR EQUIVALENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. C. MATERIALS FOR BASES, RISERS, AND OTHER MATERIALS FOR BASES, RISERS, AND OTHER PRECAST SECTIONS, INCLUDING REINFORCEMENTS SHALL COMPLY WITH ASTM C-478. D. MAXIMUM SANITARY MANHOLE SPACING SHALL BE MAXIMUM SANITARY MANHOLE SPACING SHALL BE 350' FOR LESS THAN 15", 400' FOR 15" AND GREATER. E. LOCATE THE CENTERLINE OF MANHOLE COVERS LOCATE THE CENTERLINE OF MANHOLE COVERS OVER THE CENTERLINE OF THE MAIN SEWER WHENEVER POSSIBLE. F. CUT PIPE IS TO EXTEND TO, BUT NOT BEYOND, CUT PIPE IS TO EXTEND TO, BUT NOT BEYOND, THE INSIDE FACE OF THE MANHOLE WALL. G. CONCRETE PLACED INSIDE THE MANHOLE SHALL . CONCRETE PLACED INSIDE THE MANHOLE SHALL NOT BE PLACED BETWEEN THE PIPE AND THE OPENING SO AS TO INTERFERE IN ANY WAY WITH THE FLEXIBILITY OF THE JOINT. H. (4) 3/4" DIA. STAINLESS STEEL ANCHOR BOLTS . (4) 3/4" DIA. STAINLESS STEEL ANCHOR BOLTS AND NUTS TO FASTEN MANHOLE FRAME TO MANHOLE CONE OR FLAT LID SECTION WHEN REQUIRED BY THE DISTRICT DIRECTOR. I. MANHOLES INSTALLED OUTSIDE OF PAVED, STONED, . MANHOLES INSTALLED OUTSIDE OF PAVED, STONED, OR CONCRETE AREAS MAY HAVE EXTERNAL CHIMNEY SEALS INSTALLED IN LIEU OF INTERNAL SEALS. ALL OTHERS SHALL HAVE INTERNAL CHIMNEY SEALS INSTALLED. SEE SHEET 900-4, MISCELLANEOUS SANITARY MANHOLE DETAILS. J. THE CONTRACTOR IS REQUIRED TO PROVIDE . THE CONTRACTOR IS REQUIRED TO PROVIDE RECORD DRAWINGS OF ALL SANITARY SEWER INSTALLED. THE RECORD DRAWINGS SHALL INCLUDE THE FOLLOWING:MANHOLE TOP ELEVATION, INVERT ELEVATIONS, PIPE SIZES AND MATERIAL, PIPE LENGTHS AND GRADE, AND MATERIAL SUBMITTALS. ALL ELEVATIONS ARE TO BE ON NAVD 88 ELEVATION NAVD 88 ELEVATION NAVD 88 ELEVATION DATUM. K. THE FLOW CHANNEL THROUGH MANHOLES SHALL . THE FLOW CHANNEL THROUGH MANHOLES SHALL BE MADE TO CONFORM IN SHAPE, SLOPE AND SMOOTHNESS TO THAT OF THE SEWERS.
AutoCAD SHX Text
ALL INVERTS TO BE CHANNELED FOR OPTIMUM FLOW.
AutoCAD SHX Text
CHANNEL
AutoCAD SHX Text
DIRECTION
AutoCAD SHX Text
OF FLOW
AutoCAD SHX Text
MANHOLE UNLESS
AutoCAD SHX Text
OTHERWISE AUTHORIZED
AutoCAD SHX Text
1' ABOVE LARGEST OR
AutoCAD SHX Text
HIGHEST PIPE ENTERING
AutoCAD SHX Text
CONE, RINGS, AND
AutoCAD SHX Text
MANHOLE FRAME
AutoCAD SHX Text
PRECAST ADJUSTING RING, IN NON-PAVED AREAS ONLY, 2" MIN. AND 12" MAX AND LIMITED TO NO MORE THAN TWO RINGS TO REACH THE 12" MAXIMUM. IN PAVED AREAS THE MR. MANHOLE PROCESS IS REQUIRED AS SHOWN ON SHEET 900-20 THRU 900-22.
AutoCAD SHX Text
ECCENTRIC CONE OR PRECAST FLAT SLAB TOP WHEN REQUIRED.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
AUG. 2012
AutoCAD SHX Text
1
AutoCAD SHX Text
JAN. 2018
AutoCAD SHX Text
900-
NOTES
A.
B
SECTION B-B
DROP CONNECTION MANHOLE
B
"A" "B"
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICTTYPE D SANITARY DROP MANHOLE
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
LOCATE THE CENTERLINE OF MANHOLE CONES OVER THE CENTERLINE OF THE MAIN SEWER WHENEVER POSSIBLE. B. TYPE D MANHOLE SHALL BE USED WHERE THE DIFFERENCE IN INVERT ELEVATIONS IS TYPE D MANHOLE SHALL BE USED WHERE THE DIFFERENCE IN INVERT ELEVATIONS IS GREATER THAN 2'-0". C. ALL NOTES AND ASTM REFERENCES ON THE TYPE 3 SANITARY MANHOLE SHALL APPLY ON ALL NOTES AND ASTM REFERENCES ON THE TYPE 3 SANITARY MANHOLE SHALL APPLY ON THE TYPE D SANITARY DROP MANHOLE.
AutoCAD SHX Text
CONE SHALL BE ECCENTRIC
AutoCAD SHX Text
SHORT ELBOW
AutoCAD SHX Text
STANDARD 90%%D
AutoCAD SHX Text
FOR BASE SECTION DETAIL
AutoCAD SHX Text
SEE STANDARD DRAWING 900-1
AutoCAD SHX Text
OTHERWISE AUTHORIZED
AutoCAD SHX Text
PIPE ENTERING MH UNLESS
AutoCAD SHX Text
1' ABOVE LARGEST OR HIGHEST
AutoCAD SHX Text
PRECAST BASE SECTION
AutoCAD SHX Text
GROUT
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
CLASS "C"
AutoCAD SHX Text
CONCRETE ODOT
AutoCAD SHX Text
"B"
AutoCAD SHX Text
PVC PIPE
AutoCAD SHX Text
MANHOLE FRAME & LID
AutoCAD SHX Text
(SEE MISC. SANITARY MANHOLE
AutoCAD SHX Text
DETAIL 900-4 FOR CHIMNEY SEAL).
AutoCAD SHX Text
RUBBER O-RING GASKETS
AutoCAD SHX Text
MANHOLE FRAME & LID
AutoCAD SHX Text
24" MIN.
AutoCAD SHX Text
"A"
AutoCAD SHX Text
STANDARD TEE
AutoCAD SHX Text
ENCASEMENT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CHANNEL
AutoCAD SHX Text
6"
AutoCAD SHX Text
12"
AutoCAD SHX Text
21" & 24"
AutoCAD SHX Text
8", 10", & 12"
AutoCAD SHX Text
15" & 18"
AutoCAD SHX Text
10"
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
100%%% SILICONE BETWEEN
AutoCAD SHX Text
CONE, RINGS, AND
AutoCAD SHX Text
MANHOLE FRAME
AutoCAD SHX Text
WHEN DROPS ARE PRECAST 6" MIN. MAY BE OMITTED
AutoCAD SHX Text
CONCRETE ENCASEMENT
AutoCAD SHX Text
16" MAX.
AutoCAD SHX Text
12" MIN.
AutoCAD SHX Text
PRECAST ADJUSTING RING, IN NON-PAVED AREAS ONLY, 2" MIN. AND 12" MAX AND LIMITED TO NO MORE THAN TWO RINGS TO REACH THE 12" MAXIMUM. IN PAVED AREAS THE MR. MANHOLE PROCESS IS REQUIRED AS SHOWN ON SHEET 900-20 THRU 900-22.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
AUG. 2012
AutoCAD SHX Text
2
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
B
B
NOTES
DROP CONNECTION MANHOLE
"A" "B"
SECTION B-B
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICTSANITARY DROP ON EXISTING MANHOLE
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
GROUT
AutoCAD SHX Text
STANDARD TEE
AutoCAD SHX Text
6" MIN.
AutoCAD SHX Text
24" MIN.
AutoCAD SHX Text
"B"
AutoCAD SHX Text
"A"
AutoCAD SHX Text
MANHOLE FRAME & LID
AutoCAD SHX Text
A. SANITARY DROP MANHOLE SHALL BE USED WHERE THE DIFFERENCE IN INVERT ELEVATIONS SANITARY DROP MANHOLE SHALL BE USED WHERE THE DIFFERENCE IN INVERT ELEVATIONS IS GREATER THAN 2'-0". B. ALL NOTES AND ASTM REFERENCES ON THE TYPE 3 SANITARY MANHOLE SHALL APPLY ON ALL NOTES AND ASTM REFERENCES ON THE TYPE 3 SANITARY MANHOLE SHALL APPLY ON THE SANITARY DROP ON EXISTING MANHOLE. C. ALL NOTES AND ASTM REFERENCES ON THE TYPE D SANITARY DROP MANHOLE SHALL ALL NOTES AND ASTM REFERENCES ON THE TYPE D SANITARY DROP MANHOLE SHALL APPLY ON THE SANITARY DROP ON EXISTING MANHOLE. D. THE DROP PIPE SHALL BE ANCHORED TO THE OUTSIDE OF THE EXISTING MANHOLE. THE DROP PIPE SHALL BE ANCHORED TO THE OUTSIDE OF THE EXISTING MANHOLE.
AutoCAD SHX Text
PVC PIPE
AutoCAD SHX Text
CORED AND A-LOK XP SERIES FLEXIBLE CONNECTOR OR EQUIVALENT
AutoCAD SHX Text
CORED AND A-LOK XP SERIES FLEXIBLE CONNECTOR OR EQUIVALENT
AutoCAD SHX Text
8", 10", & 12"
AutoCAD SHX Text
15" & 18"
AutoCAD SHX Text
21" & 24"
AutoCAD SHX Text
8"
AutoCAD SHX Text
12"
AutoCAD SHX Text
10"
AutoCAD SHX Text
STAINLESS STEEL RETAINING STRAPS (12 GAUGE MINIMUM) SECURED WITH STAINLESS STEEL FASTENERS, AT 4' INTERVALS (MIN. OF 2)
AutoCAD SHX Text
STANDARD 90°SHORT ELBOW
AutoCAD SHX Text
CONCRETE ENCASEMENT
AutoCAD SHX Text
ENCASEMENT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CHANNEL
AutoCAD SHX Text
6"
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
AUG. 2012
AutoCAD SHX Text
3
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
INTERNAL MANHOLE CHIMNEY SEAL
TYPICAL OFF STREET MANHOLE GRADING
FLAT TOP SLAB
VENTED MANHOLE DETAIL
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICT
MISCELLANEOUS SANITARY MANHOLE DETAILS
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
PRECAST
AutoCAD SHX Text
PRECAST CONCRETE
AutoCAD SHX Text
ADJUSTING RINGS
AutoCAD SHX Text
CHIMNEY HEIGHT
AutoCAD SHX Text
MANHOLE FRAME AND COVER
AutoCAD SHX Text
RUBBER
AutoCAD SHX Text
EXTENSION
AutoCAD SHX Text
RUBBER SLEEVE
AutoCAD SHX Text
STAINLESS STEEL
AutoCAD SHX Text
EXPANSION BANDS
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
3" (TYP.)
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
PROP. GROUND
AutoCAD SHX Text
EX. GROUND LEVEL
AutoCAD SHX Text
LEVEL GRADED
AutoCAD SHX Text
MANHOLE FRAME & LID
AutoCAD SHX Text
PRECAST ADJUSTING RING
AutoCAD SHX Text
(MIN. ADJUSTMENT 2")
AutoCAD SHX Text
PRECAST FLAT
AutoCAD SHX Text
SLAB TOP
AutoCAD SHX Text
(MAX. ADJUSTMENT 12")
AutoCAD SHX Text
O-RING
AutoCAD SHX Text
PRESSURE TREATED
AutoCAD SHX Text
4" DIP
AutoCAD SHX Text
6'-0" RISER
AutoCAD SHX Text
STAINLESS STEEL STRAPS
AutoCAD SHX Text
12 GAUGE MINIMUM
AutoCAD SHX Text
6"x6"x12'
AutoCAD SHX Text
PIPE SHALL NOT PROTRUDE
AutoCAD SHX Text
BEYOND CONCRETE WALL.
AutoCAD SHX Text
(REQUIRED ON ALL OFF STREET SANITARY MANHOLES UNLESS APPROVED BY THE DISTRICT DIRECTOR IN WRITING)
AutoCAD SHX Text
100% SILICONE BETWEEN CONE, RINGS, AND MANHOLE FRAME
AutoCAD SHX Text
100% SILICONE BETWEEN CONE, RINGS, AND MANHOLE FRAME
AutoCAD SHX Text
STAINLESS STEEL
AutoCAD SHX Text
EXPANSION BANDS
AutoCAD SHX Text
RUBBER
AutoCAD SHX Text
EXTENSION
AutoCAD SHX Text
RUBBER SLEEVE
AutoCAD SHX Text
EXTERNAL CHIMNEY SEAL
AutoCAD SHX Text
NOTE; MANHOLE CHIMNEY RECONSTRUCTION DETAILS ON SHEET 900-20 TO 900-22 ARE AN APPROVED ALTERNATIVE.
AutoCAD SHX Text
NOTE: ANY PENETRATION INTO MANHOLE SHALL HAVE A-LOK, KOR-N-SEAL OR EQUIVALENT WATERTIGHT CONNECTION.
AutoCAD SHX Text
A LOK COR-N -SEAL OR EQUIVALENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
AUG. 2012
AutoCAD SHX Text
4
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
SANITARY SEWER TRENCH DETAIL
TRENCH DETAIL NOTES
SANITARY SEWER TRENCH DETAIL
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICT
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
PROPOSED SANITARY SEWER
AutoCAD SHX Text
A
AutoCAD SHX Text
1'-0" TYPICAL
AutoCAD SHX Text
BEDDING
AutoCAD SHX Text
4" MIN.
AutoCAD SHX Text
A. GRANULAR BEDDING SHALL BE CRUSHED STONE OR GRAVEL, ODOT 603 TYPE 3 (#57 OR #67), GRANULAR BEDDING SHALL BE CRUSHED STONE OR GRAVEL, ODOT 603 TYPE 3 (#57 OR #67), OR OTHER APPROVED EQUIVALENT. B. ALL TRENCHES WHERE "X" IS GREATER THAN "Z" FROM PROPOSED OR EXISTING PAVEMENT, ALL TRENCHES WHERE "X" IS GREATER THAN "Z" FROM PROPOSED OR EXISTING PAVEMENT, CURB, DRIVEWAYS, ALLEYS, STONE AREA OR WALKS CAN BE COMPACTED EXISTING NATIVE MATERIAL IN 12" MAXIMUM LIFTS OR AS APPROVED BY THE DISTRICT. NO MATERIAL SHALL BE USED FOR BACK FILLING THAT CONTAINS STONES, ROCKS, ETC., GREATER THAN 4" DIAMETER. ALL TRENCHES WHERE "Z" IS GREATER THAN "X" FROM PROPOSED OR EXISTING PAVEMENT, CURB, DRIVEWAYS, ALLEYS, STONE AREA OR WALKS SHALL BE COMPACTED WITH GRANULAR BACKFILL MATERIAL ODOT 603 TYPE 1 OR TYPE 2, IN 6" MAXIMUM LIFTS OR LOW STRENGTH MORTAR BACKFILL ODOT ITEM 613 TYPE 1 UNTIL THE TOP OF THE COMPACTED GRANULAR BACKFILL OR LOW STRENGTH MORTAR BACKFILL IS HIGH ENOUGH WHERE "X" IS GREATER THAN "Z". A DENSITY TEST ON GRANULAR BACKFILL OF 98% OF ASTM D698 STANDARD PROCTOR CURVE MAY BE REQUIRED TO BE PERFORMED BY A COMMERCIAL TESTING LAB SATISFACTORY TO THE DISTRICT. C. OFF-PAVEMENT AREAS SHALL BE PROVIDED WITH A MINIMUM OF 6" OF TOPSOIL OVER THE OFF-PAVEMENT AREAS SHALL BE PROVIDED WITH A MINIMUM OF 6" OF TOPSOIL OVER THE COMPACTED MATERIAL AND THEN SEEDED AND MULCHED PER ODOT ITEM 659, LAWN MIXTURE UNLESS OTHERWISE APPROVED BY THE DISTRICT DIRECTOR OR APPROPRIATE JURISDICTION. IN-PAVEMENT AREAS SHALL FOLLOW TYPICAL PAVEMENT RESTORATION DETAILS, AS REQUIRED BY THE APPROPRIATE JURISDICTION. D. THE OPEN ENDS OF ALL PIPES SHALL BE PLUGGED TO THE APPROVAL OF THE DISTRICT THE OPEN ENDS OF ALL PIPES SHALL BE PLUGGED TO THE APPROVAL OF THE DISTRICT BEFORE LEAVING THE WORK FOR THE NIGHT.
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
TYPICAL MINIMUM WIDTH
AutoCAD SHX Text
3' + I.D. OF PIPE
AutoCAD SHX Text
SHOWN AS "OFF ROAD" APPLICATION
AutoCAD SHX Text
"X" = DISTANCE FROM EDGE OF TRENCH TO EDGE OF = DISTANCE FROM EDGE OF TRENCH TO EDGE OF CLOSEST PROPOSED OR EXISTING PAVEMENT, CURB, DRIVEWAYS, ALLEYS, STONE AREA OR WALKS. "Z" = DISTANCE FROM TOP OF BEDDING TO FINISH SURFACE. = DISTANCE FROM TOP OF BEDDING TO FINISH SURFACE.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
AUG. 2012
AutoCAD SHX Text
5
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
REPAIR OF EXISTING PVC SDR35 SANITARY SEWER
REPAIR OF EXISTING SANITARY SEWER OTHER THAN PVC
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICTREPAIR OF EXISTING SANITARY SEWER PIPE DETAIL
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
SEE 900-5 TRENCH DETAIL FOR PROPER BACKFILLING
AutoCAD SHX Text
COMPACT AND TAMP GRAVEL FIRMLY UNDER REPAIR PIPE AND REPAIR SLEEVE
AutoCAD SHX Text
PVC SDR35 REPLACEMENT PIPE OR APPROVED EQUIVALENT
AutoCAD SHX Text
EXISTING PVC SDR35 SANITARY SEWER
AutoCAD SHX Text
PROVIDE ADEQUATE STONE BEARING TO SUPPORT REPLACED SECTION OF PIPE. ODOT 603 TYPE 3 (#57 OR #67) COMPACTED WASHED GRAVEL
AutoCAD SHX Text
STAINLESS STEEL SOLID SLEEVE FERNCO COUPLING, RC 1000
AutoCAD SHX Text
PVC SDR35 REPLACEMENT PIPE OR APPROVED EQUIVALENT
AutoCAD SHX Text
SEE 900-5 TRENCH DETAIL FOR PROPER BACKFILLING
AutoCAD SHX Text
PROVIDE ADEQUATE STONE BEARING TO SUPPORT REPLACED SECTION OF PIPE. ODOT 603 TYPE 3 (#57 OR #67) COMPACTED WASHED GRAVEL
AutoCAD SHX Text
EXISTING SANITARY SEWER
AutoCAD SHX Text
COMPACT AND TAMP GRAVEL FIRMLY UNDER REPAIR PIPE AND REPAIR SLEEVE
AutoCAD SHX Text
GAP IN PIPE NOT TO EXCEED 1/4"
AutoCAD SHX Text
STAINLESS STEEL SOLID SLEEVE FERNCO COUPLING, RC 1000 OR RC 5000
AutoCAD SHX Text
GAP IN PIPE NOT TO EXCEED 1/4"
AutoCAD SHX Text
NOTE; LATERAL REPAIR SHALL REQUIRE FERNCO COUPLING WITH STAINLESS STEEL SHEER RINGS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
AUG. 2012
AutoCAD SHX Text
6
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
TYPE 1 SANITARY SEWER LATERAL CONNECTION
TYPE 2 SANITARY SEWER
LATERAL CONNECTION
TYPE 3 SANITARY SEWER
LATERAL CONNECTION
NOTES
A.
LEGEND
NEW SERVICE LATERAL CONSTRUCTION
ONLY
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICT
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
LATERAL
AutoCAD SHX Text
EX. GROUND
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
CURB AND GUTTER
AutoCAD SHX Text
BUILDING SEWER
AutoCAD SHX Text
3
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
CURB LAWN
AutoCAD SHX Text
CURB LAWN
AutoCAD SHX Text
4
AutoCAD SHX Text
45%%D MAX.
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
45%%D MAX.
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
4" UNLESS OTHERWISE SPECIFIED
AutoCAD SHX Text
1
AutoCAD SHX Text
4" UNLESS OTHERWISE SPECIFIED
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
4" TEE OR WYE-ROTATE 45° FROM HORIZONTAL UNLESS OTHERWISESPECIFIED. 4" 1/8 BEND OR 1/16 BEND AS NEEDED. STRUCTURAL BACKFILL FOR BEDDING FOR ALL SANITARY LATERALS SHALL BE CRUSHED STONE OR GRAVEL, PER ODOT 703.11, TYPE 3 (#57 OR #67). BEDDING SHALL BE PLACED FROM 4 INCHES BELOW TO 8 INCHES ABOVE THE LATERAL. EXACT RECORD OF BEND LOCATIONS MUST BE MADE, AS TO DEPTH FROM SURFACE AND DISTANCE FROM CENTERLINE OF SEWER, BEFORE BACKFILL IS PLACED. CONNECT TO EXISTING SANITARY LATERAL AT THE RIGHT-OF-WAY LINE. CONNECTION TO BE MADE WITH FERNCO COUPLINGS WITH STAINLESS STEEL BANDS, EACH SIDE, OR OTHER FITTINGS APPROVED BY THE DISTRICT. USE A WATER TIGHT CAP AND A 2"x2" WOOD STAKE WITH A PAINTED GREEN TOP IF NOT TYING INTO AN EXISTING BUILDING SEWER. CONCRETE ENCASEMENT AND BLOCKING REQUIRED IF DEPTH OF CONNECTION IS 12' OR GREATER. CONCRETE SHALL BE 4" MIN. THICKNESS AROUND THE MAIN SEWER AND 6" MIN. THICKNESS AROUND THE LATERAL.
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
7
AutoCAD SHX Text
7
AutoCAD SHX Text
7
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
4" UNLESS OTHERWISE SPECIFIED
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
CURB AND GUTTER
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
CURB AND GUTTER
AutoCAD SHX Text
RISER PIPE TO BE BEDDED IN STRUCTURAL BACKFILL SOLIDLY AGAINST UNDISTURBED GROUND. ALSO, TEE MAY BE SUBSTITUTED FOR SADDLE BRANCH IF SPECIFIED. B. RISER PIPE TO BE INSTALLED SO THAT CONNECTING SERVICE RISER PIPE TO BE INSTALLED SO THAT CONNECTING SERVICE SHALL HAVE A MINIMUM DEPTH OF 7' AT THE PROPERTY LINE UNLESS OTHERWISE DIRECTED BY THE DISTRICT. C. CONCRETE ENCASEMENT AND BLOCKING REQUIRED IF DEPTH OF CONCRETE ENCASEMENT AND BLOCKING REQUIRED IF DEPTH OF CONNECTION IS 12' OR GREATER. D. EACH SANITARY LATERAL MUST BE IN SEPARATE TRENCHES. EACH SANITARY LATERAL MUST BE IN SEPARATE TRENCHES. E. THE BUILDING SEWER LATERAL SHALL BE A MINIMUM OF 4" THE BUILDING SEWER LATERAL SHALL BE A MINIMUM OF 4" AND A MAXIMUM OF 6" UNLESS OTHERWISE APPROVED, IN WRITING, BY THE DIRECTOR AND SHALL MEET THE MINIMUM SLOPE REQUREMENTS OF: - 4" LATERAL - 2% GRADE (1/4" PER FOOT) - 6" LATERAL - 1% GRADE (1/8" PER FOOT) F. THE BUILDING SEWER AND LATERAL SHALL HAVE A MINIMUM THE BUILDING SEWER AND LATERAL SHALL HAVE A MINIMUM COVER OF 36" TO THE TOP OF PIPE. G. EXACT MEASUREMENTS MUST BE PROVIDED SHOWING DISTANCE EXACT MEASUREMENTS MUST BE PROVIDED SHOWING DISTANCE EXACT MEASUREMENTS MUST BE PROVIDED SHOWING DISTANCE FROM NEAREST MANHOLE, LENGTH OF LATERAL, BENDS, AND THE END OF LATERAL ELEVATION RELATIVE TO THE BACK OF CURB ELEVATION OR SOME OTHER REFERENCE POINT EASILY RECOVERED.
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
LATERAL
AutoCAD SHX Text
EX. GROUND
AutoCAD SHX Text
BUILDING SEWER
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
EX. GROUND
AutoCAD SHX Text
BUILDING SEWER
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
AUG. 2012
AutoCAD SHX Text
7
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
SECTION A-A
A A
NOTES
A.
B B
SECTION B-B
SANITARY LATERAL SADDLE CONNECTION
SANITARY LATERAL CUT IN CONNECTION
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICTSANITARY SEWER SADDLE DETAILS
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
EXISTING PIPE
AutoCAD SHX Text
GRANULAR
AutoCAD SHX Text
BEDDING
AutoCAD SHX Text
GRANULAR BEDDING
AutoCAD SHX Text
SERVICE LATERAL
AutoCAD SHX Text
SEALTITE TYPE "E" OR "F" MULTI-RANGE SEWER SADDLE INSTALLED AS PER MANUFACTURER'S RECOMMENDATION
AutoCAD SHX Text
CUT-IN TYPE CONNECTION MAY BE USED ONLY WITH PRIOR APPROVAL FROM DISTRICT DIRECTOR.
AutoCAD SHX Text
HOLE SHALL BE CAREFULLY CORED AND BE SAME DIAMETER AS OUTSIDE DIAMETER OF LATERAL CONNECTOR.
AutoCAD SHX Text
ODOT 603 TYPE 3 (#57 OR #67) COMPACTED WASHED STONE
AutoCAD SHX Text
LATERAL
AutoCAD SHX Text
GRANULAR BEDDING
AutoCAD SHX Text
A TEE OR WYE MAY BE CUT IN OR SADDLE PLACED ONLY IF AN EXISTING LATERAL IS NOT PROVIDED OR SUITABLE CONDITION. SEE BUILDING CONNECTION DETAIL. B. ALL SADDLES AND CUTTING IN TEES MUST BE ALL SADDLES AND CUTTING IN TEES MUST BE INSPECTED PRIOR TO COVERING, AND THE HOLE IN THE EXISTING PIPE SHALL BE INSPECTED AND APPROVED PRIOR TO INSTALLATION. C. OTHER SADDLE TYPES MAY BE APPROVED ON OTHER SADDLE TYPES MAY BE APPROVED ON CASE-BY-CASE BASIS BY THE DISTRICT DIRECTOR. D. ON LOW FLOW AND PVC PIPE SDR 35 USE CUT IN ON LOW FLOW AND PVC PIPE SDR 35 USE CUT IN TEE. E. NO SADDLES ARE TO BE INSTALLED ON CLAY OR NO SADDLES ARE TO BE INSTALLED ON CLAY OR CONCRETE SANITARY MAINS WITHOUT PRIOR APPROVAL FROM THE DISTRICT DIRECTOR.
AutoCAD SHX Text
COUPLING (FOR CONNECTIONS
AutoCAD SHX Text
PIPE DETAIL 900-6).
AutoCAD SHX Text
DETAIL SEE REPAIR OF
AutoCAD SHX Text
EXISTING SANITARY SEWER
AutoCAD SHX Text
GAP IN PIPE NOT
AutoCAD SHX Text
TO EXCEED 1/4"
AutoCAD SHX Text
EXISTING PIPE
AutoCAD SHX Text
EXISTING SERVICE LATERAL PORTION TO BE CONNECTED WITH A COUPLING (FOR CONNECTIONS DETAILS SEE REPAIR OF EXISTING SANITARY SEWER PIPE DETAIL 900-6.)
AutoCAD SHX Text
EXISTING SERVICE LATERAL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
AUG. 2012
AutoCAD SHX Text
8
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
CLEANOUT DETAIL
ACCESS VALVE/CLEANOUT DETAIL FOR SANITARY LATERALS
NOTE
NOTES
NEW CONSTRUCTION:
EXISTING CONSTRUCTION:
IN PAVEMENT DETAIL
SANITARY SEWER ACCESS VALVE & CLEANOUT
DETAIL
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICT
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
FOR BUILDING SEWERS
AutoCAD SHX Text
1'-6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
ODOT CLASS "QC"
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
VARIABLE
AutoCAD SHX Text
45%%D
AutoCAD SHX Text
6"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
B
AutoCAD SHX Text
45%%D BEND
AutoCAD SHX Text
B
AutoCAD SHX Text
EAST JORDAN IRON WORKS #1572-A CLEANOUT COVER #1572-Z CLEANOUT FRAME
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
D.A.
AutoCAD SHX Text
CLEANOUT TO BE PLACED 5' FOR BUILDING ON EVERY 100'
AutoCAD SHX Text
INSPECTION VALVE/TEE AND CLEANOUT COVER IS TO BE USED IN ALL APPLICATIONS INCLUDING BUT NOT LIMITED TO CONCRETE, STONE, AND ASPHALT AREAS.
AutoCAD SHX Text
SDR-35 GASKET x SCH-40 HUB WYE
AutoCAD SHX Text
LATERAL TO MAIN
AutoCAD SHX Text
INSPECTION CHAMBER "NORMALLY-OPEN" BACKFLOW CASSETTE
AutoCAD SHX Text
SDR-35 OR SCH-40 EXTENSION PIPE
AutoCAD SHX Text
3/4" PIPE CASSETTE EXTENSION
AutoCAD SHX Text
MUST BE TO WITHIN 6" OF CLEANOUT CAP.
AutoCAD SHX Text
6" MIN.
AutoCAD SHX Text
BUILDING SEWER
AutoCAD SHX Text
A. ACCESS VALVES SHALL BE AT THE PROPERTY LINE OR RIGHT OF WAY LINE AND ACCESS VALVES SHALL BE AT THE PROPERTY LINE OR RIGHT OF WAY LINE AND SHALL BE: 4" MAINLINE ML4XPVC; 6" MAINLINE MLSF668PNC 4" MAINLINE ML4XPVC; 6" MAINLINE MLSF668PNC OR APPROVED EQUIVALENT 4" MAINLINE MLSF446PNC OR ML4XPVC 4" MAINLINE MLSF446PNC OR ML4XPVC (ML4XPVC WILL BE REQUIRED IF THE GRADE PERMITS ITS USE); 6" MAINLINE MLSF668PNC OR APPROVED EQUIVALENT; ML4XPVC SHALL HAVE OR APPROVED EQUIVALENT; ML4XPVC SHALL HAVE NORMALLY OPEN CASSETTE INSTALLED UNLESS SERVICE IS TERMINATED
AutoCAD SHX Text
SCREW PLUG
AutoCAD SHX Text
WITH FLUSH
AutoCAD SHX Text
FITTING CAP.
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
1/2" EXPANSION JOINT ALL AROUND WHEN PLACED IN CONC. PAVEMENT
AutoCAD SHX Text
6" MINIMUM BEDDING
AutoCAD SHX Text
6" COMPACTED BACKFILL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
AUG. 2012
AutoCAD SHX Text
9
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
NOTES
A.
PIPE
INSPECTION
A.
TESTING
A.
B.
C.
D.
PIPE LAYING
BUILDING CONNECTION DETAIL
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICT
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
SEPTIC TANKS, WHEN ABANDONED, SHALL BE DEWATERED BY AN ACCEPTED SEPTAGE HAULER AND PROPERLY FILLED WITH GRANULAR MATERIAL. DRAIN HOLES SHALL BE BROKEN OUT ON THE BOTTOM AND SIDES OF THE TANK. B. ROOF DOWNSPOUTS, EXTERIOR FOUNDATION DRAINS, ROOF DOWNSPOUTS, EXTERIOR FOUNDATION DRAINS, AREAWAY DRAINS OR OTHER SURFACE RUNOFF OR GROUNDWATER SHALL NOT BE CONNECTED TO THE SANITARY SEWER MAIN. BASEMENT FLOOR DRAINS AND BASEMENT FLOOR DRAINS AND SUMP PUMPS, THAT CARRY GRAY WATER, SHALL BE CONNECTED TO THE SANITARY SEWER. . C. ANY INDIVIDUAL OR FIRM INSTALLING A SEWER, SEWER ANY INDIVIDUAL OR FIRM INSTALLING A SEWER, SEWER TAP, LATERAL OR WORKING ON ANY APPURTENANCE IN THE RIGHT OF WAY OR EASEMENTS SHALL HAVE SUBMITTED FOR AND RECEIVED DISTRICT APPROVAL TO BE LISTED AS A SEWER BUILDER. . D. BEFORE BEGINNING WORK, A SEWER PERMIT MUST BE OBTAINED FROM THE DISTRICT OFFICE AND APPLICABLE FEES MUST BE PAID. E. WHEN THE LATERAL MUST ENTER INTO A PAVED WHEN THE LATERAL MUST ENTER INTO A PAVED PORTION OF THE STREET OR ALLEY, A STREET OPENING PERMIT MUST BE OBTAINED FROM THE LOCAL JURISDICTION BEFORE BEGINNING WORK. F. WATER SERVICES SHALL BE A MINIMUM OF 10' WATER SERVICES SHALL BE A MINIMUM OF 10' MEASURED HORIZONTALLY FROM THE SEWER SERVICE AND SHALL BE A MINIMUM OF 18" ABOVE THE CROWN (WHENEVER POSSIBLE) OF THE SANITARY SEWER MAIN WHERE THE WATER SERVICE CROSSES THE SEWER MAIN.
AutoCAD SHX Text
A. THE PIPE MATERIAL SHALL BE PVC SDR 35 OR THE PIPE MATERIAL SHALL BE PVC SDR 35 OR SCHEDULE 40, UTILIZING PURPLE PRIMER, OR AN APPROVED EQUIVALENT. B. PIPE SIZES FOR BUILDING SEWER SHALL BE A MINIMUM PIPE SIZES FOR BUILDING SEWER SHALL BE A MINIMUM OF 4" AND MAXIMUM OF 6" FOR SINGLE FAMILY RESIDENCES. THE BUILDING DRAIN AND BUILDING SEWER DIAMETER SHALL NOT EXCEED THE PIPE DIAMETER OF THE LATERAL. AN INSPECTION SHALL BE REQUIRED ON ALL NEW BUILDING CONNECTIONS AND ALSO ON THE REPLACEMENT OF EXISTING BUILDING CONNECTIONS. B. WHEN THE BUILDING SEWER/LATERAL IS READY FOR WHEN THE BUILDING SEWER/LATERAL IS READY FOR INSPECTION, THE COUNTY SHALL BE GIVEN 24 HOURS ADVANCE NOTICE. THE PIPE SHALL BE LEFT UNCOVERED UNTIL AN INSPECTION HAS BEEN MADE AND APPROVED. C. ALL NEW LATERALS SHALL BE INSTALLED WITH AN ALL NEW LATERALS SHALL BE INSTALLED WITH AN INSPECTION VALVE/TEE, MANUFACTURED BY MAINLINE, LOCATED AT THE PROPERTY LINE. ANY NEW BUILDING CONNECTION INSTALLED WITHOUT AN INSPECTION SHALL RESULT IN THE ENTIRE LATERAL BEING UNCOVERED SO THAT A PROPER INSPECTION CAN BE MADE. D. IF AN EXISTING BUILDING SEWER IS TO BE REUSED, AN IF AN EXISTING BUILDING SEWER IS TO BE REUSED, AN INSPECTION IS REQUIRED. THE DISTRICT SHALL INSPECT THE ENTIRE BUILDING CONNECTION FROM THE CLEANOUT TO THE PROPERTY LINE CONNECTION OR TO THE MAIN SEWER, WHICHEVER IS APPLICABLE. E. WHEN A SADDLE IS TO BE INSTALLED, THE INSPECTOR WHEN A SADDLE IS TO BE INSTALLED, THE INSPECTOR SHALL BE PRESENT WHILE THE SANITARY SEWER MAIN IS BEING CUT INTO. A SADDLE MAY BE USED WHERE A TEE OR WYE IS NOT PRESENT FOR LATERAL CONNECTION.
AutoCAD SHX Text
THE OUTSIDE PLUMBER SHALL BE RESPONSIBLE FOR THE TESTING FROM THE CONNECTION TO THE EXISTING SERVICE LATERAL TO THE CLEANOUT. ALL TESTING SHALL BE BY AIR WITH 4 PSI PRESSURE. SEE SHEET 900-11. . THE SEWER TEST SHALL BE FROM THE BUILDING SEWER THE SEWER TEST SHALL BE FROM THE BUILDING SEWER CLEANOUT TO THE PROPERTY LINE CONNECTION OR TO THE MAIN SEWER, WHICHEVER IS APPLICABLE. . WHEN ANY EXISTING LATERAL IS REPLACED, THE BUILDING SEWER SHALL BE TESTED TO THE ACCESS VALVE UNLESS OTHERWISE APPROVED. A. THE OPEN ENDS OF ALL PIPES SHALL BE PLUGGED OR THE OPEN ENDS OF ALL PIPES SHALL BE PLUGGED OR OTHERWISE CLOSED WITH A WATERTIGHT PLUG TO THE APPROVAL OF THE COUNTY BEFORE LEAVING THE WORK SITE FOR THE NIGHT. B. THE JOINING OF PIPE WITH CONCRETE SHALL NOT BE THE JOINING OF PIPE WITH CONCRETE SHALL NOT BE ACCEPTED. C. BEFORE MAKING A CONNECTION TO AN EXISTING SEWER BEFORE MAKING A CONNECTION TO AN EXISTING SEWER OR SERVICE LATERAL, THE CONTRACTOR SHALL CHECK THE EXISTING PIPE BY UTILIZING A DYE TEST TO SEE THAT THE EXISTING PIPE IS CONNECTED TO THE SANITARY SEWER MAIN. D. IN THE CASE WHERE A 90 CORNER IS REQUIRED IN THE IN THE CASE WHERE A 90° CORNER IS REQUIRED IN THEBUILDING CONNECTION LINE, TWO 45° BENDS SHALL BE USEDIN LIEU OF A 90° BEND.E. THE BUILDING CONNECTION LINE SHALL BE LAID IN AS THE BUILDING CONNECTION LINE SHALL BE LAID IN AS STRAIGHT A LINE, FROM THE BUILDING TO THE EXISTING LATERAL, AS POSSIBLE. F. ALL NEW CONSTRUCTION SHALL HAVE SANITARY ALL NEW CONSTRUCTION SHALL HAVE SANITARY LATERALS INSTALLED TO EACH PARCEL. G. MINIMUM SLOPE OF THE BUILDING SEWER AND LATERAL MINIMUM SLOPE OF THE BUILDING SEWER AND LATERAL SHALL BE: 4" PIPE - 2% ( " PER FOOT) 14" PER FOOT) 6" PIPE - 1% ( " PER FOOT)18" PER FOOT)
AutoCAD SHX Text
1/4":1' MIN. SLOPE
AutoCAD SHX Text
SANITARY SEWER MAIN
AutoCAD SHX Text
*CLEANOUTS REQUIRED EVERY 100' *CLEANOUTS REQUIRED EVERY 100' *
AutoCAD SHX Text
THE INSPECTION VALVE/TEE IS TO BE INSTALLED IN THE RIGHT OF WAY, PLACED AS CLOSE TO THE PROPERTY LINE AS POSSIBLE. (SEE DETAIL 900-9). THE TEE SHALL BE INSTALLED ON THE END OF THE EXISTING SERVICE LATERAL WITH A TEST PLUG INSERTED.
AutoCAD SHX Text
PIPE SHALL BE BEDDED FROM 4" BELOW TO 8" ABOVE WITH CRUSHED STONE OR GRAVEL, ODOT 603 TYPE 3 (#67 OR #57) OR OTHER APPROVED EQUAL AGGREGATE BASE.
AutoCAD SHX Text
EX. GROUND
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
CURB AND GUTTER
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text
5
AutoCAD SHX Text
CURB LAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
AUG. 2012
AutoCAD SHX Text
10
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
LOW PRESSURE AIR TEST
A.
B.
B.
MANHOLE VACUUM TESTDEFLECTION TEST
A.
SPECIFICATION TIME FOR
LENGTH (L) SHOWN (MIN:SEC)
SANITARY SEWER TV REQUIREMENTS
MINIMUM TEST TIMES FOR VARIOUS
MANHOLE DIAMETERS
SANITARY SEWER TESTING NOTES
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICT
PUBLIC & PRIVATE
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
17:00
AutoCAD SHX Text
18
AutoCAD SHX Text
24
AutoCAD SHX Text
21
AutoCAD SHX Text
22:47
AutoCAD SHX Text
19:50
AutoCAD SHX Text
15
AutoCAD SHX Text
12
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
6
AutoCAD SHX Text
11:20
AutoCAD SHX Text
14:10
AutoCAD SHX Text
9:26
AutoCAD SHX Text
7:34
AutoCAD SHX Text
5:40
AutoCAD SHX Text
(IN.)
AutoCAD SHX Text
DIA.
AutoCAD SHX Text
4
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
100 FT.
AutoCAD SHX Text
3:46
AutoCAD SHX Text
150 FT.
AutoCAD SHX Text
200 FT.
AutoCAD SHX Text
AFTER BACKFILLING, THE AIR TEST SHALL BE CONDUCTED BETWEEN TWO CONSECUTIVE MANHOLES. ALL PIPE OUTLETS MUST BE PLUGGED IN THE SECTION BEING TESTED WITH SUITABLE TEST PLUGS. ONE OF THE PLUGS USED AT A MANHOLE MUST BE TAPPED AND EQUIPPED FOR AN AIR INLET CONNECTION FOR FILLING THE LINE FROM THE AIR COMPRESSOR. AIR SHALL BE SUPPLIED SLOWLY TO THE TEST SECTION UNTIL THE INTERNAL PRESSURE REACHES APPROXIMATELY 4 PSI. IF THE PIPE IS BELOW EXISTING GROUNDWATER LEVEL, THE INTERNAL PRESSURE SHALL BE INCREASED BY THE AVERAGE BACK PRESSURE OF ANY GROUNDWATER THAT MAY BE OVER THE PIPE, BUT IN NO CASE SHOULD THE INTERNAL PRESSURE EVER EXCEED 5 PSI. THE BUILDING SEWER SHALL BE TESTED IN THE SAME MANNER, BETWEEN THE ACCESS VALVE AND THE BUILDING. THE BUILDING SEWER TRENCH MAY BE LEFT OPEN TO CONDUCT TESTING. AT LEAST 2 MINUTES SHALL BE ALLOWED FOR THE AIR PRESSURE TO STABILIZE. WHEN THE PRESSURE HAS STABILIZED AND IS AT OR ABOVE 3.5 PSI, THE AIR SUPPLY SHALL BE DISCONNECTED AND TIMING SHALL BEGIN WITH A STOP WATCH. THE STOP WATCH SHALL BE ALLOWED TO RUN UNTIL THE PRESSURE HAS DROPPED 1.0 PSI. IF THE TIME SHOWN ON THE STOP WATCH IS GREATER THAN THE SPECIFIED MINIMUM TIME, THE SECTION SHALL BE CONSIDERED TO HAVE PASSED THE TEST. TIME MAY BE INTERPOLATED FROM THE FIGURES LISTED BELOW.
AutoCAD SHX Text
ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED BY THE CONTRACTOR USING THE FOLLOWING PROCEDURES FROM ASTM C-1244. A. PREPARATION OF THE MANHOLE PREPARATION OF THE MANHOLE 1. ALL LIFT HOLES SHALL BE PLUGGED USING AVANTI 1. ALL LIFT HOLES SHALL BE PLUGGED USING AVANTI ALL LIFT HOLES SHALL BE PLUGGED USING AVANTI AV-202 MULTIGROUT. 2. ALL PIPES ENTERING THE MANHOLE SHALL BE ALL PIPES ENTERING THE MANHOLE SHALL BE TEMPORARILY PLUGGED TAKING CARE TO SECURELY BRACE THE PIPES AND PLUGS TO PREVENT THEM FROM BEING DRAWN INTO THE MANHOLE. B. PROCEDURE PROCEDURE 1. THE FIRST HEAD SHALL BE PLACED AT THE TOP THE FIRST HEAD SHALL BE PLACED AT THE TOP OF THE MANHOLE IN THE CASTING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. A VACUUM OF 10" OF MERCURY (4.9 PSI) SHALL A VACUUM OF 10" OF MERCURY (4.9 PSI) SHALL BE DRAWN ON THE MANHOLE, THE VALVE ON THE VACUUM LINE OF THE TEST HEAD CLOSED, AND THE VACUUM PUMP SHUT OFF. THE TIME SHALL BE MEASURED FOR THE VACUUM TO DROP TO 9" OF MERCURY (4.4 PSI). 3. THE MANHOLE SHALL PASS IF THE TIME FOR THE THE MANHOLE SHALL PASS IF THE TIME FOR THE VACUUM READING TO DROP FROM 10" OF MERCURY (4.9 PSI) TO 9" OF MERCURY (4.4 PSI) MEETS OR EXCEEDS THE VALUES INDICATED ON THE TABLE. 4. IF THE MANHOLE FAILS THE INITIAL TEST, IF THE MANHOLE FAILS THE INITIAL TEST, NECESSARY REPAIRS SHALL BE MADE BY AN APPROVED METHOD. THE MANHOLE SHALL THEN BE RETESTED UNTIL A SATISFACTORY TEST IS OBTAINED.
AutoCAD SHX Text
DEFLECTION TESTS SHALL BE PERFORMED BY THE CONTRACTOR ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS TO PERMIT STABILIZATION OF THE SOIL-PIPE SYSTEM. B. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. IF NO PIPE SHALL EXCEED A DEFLECTION OF 5%. IF DEFLECTION EXCEEDS 5%, REPLACEMENT OR CORRECTION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE REQUIREMENTS OF APPROVING AGENCY. C. THE RIGID BALL OR MANDREL USED FOR THE THE RIGID BALL OR MANDREL USED FOR THE DEFLECTION TEST SHALL HAVE A DIAMETER NOT LESS THAN 95% OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE DEPENDING ON WHICH IS MANUFACTURED. THE PIPE SHALL BE MEASURED IN COMPLIANCE WITH ASTM D-2122 STANDARD TEST METHOD OF DETERMINING DIMENSIONS OF THERMOPLASTIC PIPE AND FITTINGS. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES.
AutoCAD SHX Text
BEFORE THE LOGAN COUNTY WATER POLLUTION CONTROL DISTRICT ACCEPTS ANY SANITARY SEWER AND BEFORE THE FINAL PAYMENT, THE CONTRACTOR WILL SUPPLY THE LOGAN COUNTY WATER POLLUTION CONTROL DISTRICT WITH PASSING VIDEO IN AN APPROVED FORMAT AND WRITTEN LOG OF THE ENTIRE NEW SYSTEM. THIS VIDEO MUST SHOW THE LOCATION OF ALL LATERALS, THEIR CLOCK POSITIONS AND DISTANCE FROM THE MANHOLE. THE VIDEO MUST ALSO SHOW A SYSTEM CLEAR OF ANY BENDS, BELLIES, LEAKS, PIPE IMPERFECTIONS, DEBRIS OR ANY CONDITIONS NOT SPECIFICALLY SHOWN ON THE PLANS. THE CONTRACTOR MUST ALSO SUPPLY A WRITTEN COPY OF ALL LATERAL LOCATIONS. ANY SEWER JETTING OR OTHER CLEANING ASSOCIATED WITH A PASSING VIDEO IS THE RESPONSIBILITY OF THE CONTRACTOR. THE LOGAN COUNTY WATER POLLUTION CONTROL DISTRICT SHALL REQUIRE THE USE OF A PAN AND TILT TYPE CAMERA OR CUES DUC TO REVIEW ALL LATERAL AND MAIN LINE CONNECTIONS ON SEWER MAIN REPLACEMENT PROJECTS. THE ABOVE PROCEDURES WILL BE AT THE CONTRACTOR'S EXPENSE. THE LOGAN COUNTY WATER POLLUTION CONTROL DISTRICT RESERVES THE RIGHT TO A FINAL TELEVISING OF THE SEWER SYSTEM AT THE COUNTY'S EXPENSE BEFORE THE PROJECT IS FINALIZED.
AutoCAD SHX Text
*
AutoCAD SHX Text
ALL TESTS SHALL BE WITNESSED BY A LOGAN
AutoCAD SHX Text
COUNTY WATER POLLUTION CONTROL
AutoCAD SHX Text
REPRESENTATIVE.
AutoCAD SHX Text
30
AutoCAD SHX Text
28
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
22
AutoCAD SHX Text
74
AutoCAD SHX Text
69
AutoCAD SHX Text
59
AutoCAD SHX Text
64
AutoCAD SHX Text
55
AutoCAD SHX Text
98
AutoCAD SHX Text
91
AutoCAD SHX Text
78
AutoCAD SHX Text
85
AutoCAD SHX Text
72
AutoCAD SHX Text
121
AutoCAD SHX Text
113
AutoCAD SHX Text
105
AutoCAD SHX Text
97
AutoCAD SHX Text
89
AutoCAD SHX Text
DIAMETER, INCHES
AutoCAD SHX Text
10
AutoCAD SHX Text
16
AutoCAD SHX Text
20
AutoCAD SHX Text
18
AutoCAD SHX Text
14
AutoCAD SHX Text
12
AutoCAD SHX Text
DEPTH
AutoCAD SHX Text
8 OR LESS
AutoCAD SHX Text
(FT.)
AutoCAD SHX Text
TIME, SECONDS
AutoCAD SHX Text
33
AutoCAD SHX Text
25
AutoCAD SHX Text
40
AutoCAD SHX Text
45
AutoCAD SHX Text
50
AutoCAD SHX Text
30
AutoCAD SHX Text
35
AutoCAD SHX Text
52
AutoCAD SHX Text
59
AutoCAD SHX Text
65
AutoCAD SHX Text
39
AutoCAD SHX Text
46
AutoCAD SHX Text
20
AutoCAD SHX Text
48
AutoCAD SHX Text
26
AutoCAD SHX Text
60
AutoCAD SHX Text
41
AutoCAD SHX Text
67
AutoCAD SHX Text
81
AutoCAD SHX Text
73
AutoCAD SHX Text
57
AutoCAD SHX Text
49
AutoCAD SHX Text
33
AutoCAD SHX Text
72
AutoCAD SHX Text
250 FT.
AutoCAD SHX Text
300 FT.
AutoCAD SHX Text
350 FT.
AutoCAD SHX Text
400 FT.
AutoCAD SHX Text
Longer
AutoCAD SHX Text
for
AutoCAD SHX Text
Time
AutoCAD SHX Text
Length
AutoCAD SHX Text
(sec)
AutoCAD SHX Text
Specified Minimum for Length (L) Shown (min:sec)
AutoCAD SHX Text
3:46
AutoCAD SHX Text
3:46
AutoCAD SHX Text
3:46
AutoCAD SHX Text
3:46
AutoCAD SHX Text
3:46
AutoCAD SHX Text
3:46
AutoCAD SHX Text
5:40
AutoCAD SHX Text
5:40
AutoCAD SHX Text
5:40
AutoCAD SHX Text
5:40
AutoCAD SHX Text
5:40
AutoCAD SHX Text
5:42
AutoCAD SHX Text
7:34
AutoCAD SHX Text
7:34
AutoCAD SHX Text
7:34
AutoCAD SHX Text
7:36
AutoCAD SHX Text
8:52
AutoCAD SHX Text
10:08
AutoCAD SHX Text
9:26
AutoCAD SHX Text
9:26
AutoCAD SHX Text
9:53
AutoCAD SHX Text
11:52
AutoCAD SHX Text
13:51
AutoCAD SHX Text
15:49
AutoCAD SHX Text
11:20
AutoCAD SHX Text
11:24
AutoCAD SHX Text
14:15
AutoCAD SHX Text
17:05
AutoCAD SHX Text
19:56
AutoCAD SHX Text
22:47
AutoCAD SHX Text
14:10
AutoCAD SHX Text
17:48
AutoCAD SHX Text
22:15
AutoCAD SHX Text
26:42
AutoCAD SHX Text
31:09
AutoCAD SHX Text
35:36
AutoCAD SHX Text
19:13
AutoCAD SHX Text
25:38
AutoCAD SHX Text
32:03
AutoCAD SHX Text
38:27
AutoCAD SHX Text
44:52
AutoCAD SHX Text
51:16
AutoCAD SHX Text
26:10
AutoCAD SHX Text
34:54
AutoCAD SHX Text
43:37
AutoCAD SHX Text
52:21
AutoCAD SHX Text
61:00
AutoCAD SHX Text
69:48
AutoCAD SHX Text
34:11
AutoCAD SHX Text
45:34
AutoCAD SHX Text
56:58
AutoCAD SHX Text
68:22
AutoCAD SHX Text
79:46
AutoCAD SHX Text
91:10
AutoCAD SHX Text
0.380L
AutoCAD SHX Text
0.854L
AutoCAD SHX Text
1.520L
AutoCAD SHX Text
2.374L
AutoCAD SHX Text
3.418L
AutoCAD SHX Text
5.342L
AutoCAD SHX Text
7.692L
AutoCAD SHX Text
10.470L
AutoCAD SHX Text
13.674L
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
AUG. 2012
AutoCAD SHX Text
11
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
NOTES
A.
B.
PIPE (SEWER MAINS)
A.
UTILITY STAKING
A.
A.
B.
C.
D.
E.
F.
HOUSING/BUILIDING CONNECTIONS
A.
B.
C.
D.
E.
F.
G.
EXCAVATION AND PIPE LAYING
A.
B.
C.
D.
E.
APPROVAL OF EQUIVALENTS
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICT
MISCELLANEOUS SANITARY SEWER NOTES
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
THE LAYING OF THE PIPE SHALL COMMENCE AT THE LOWEST POINT, WITH THE BELL END LAID UPGRADE. THE PIPE SHALL BE CENTERED IN THE TRENCH AND ALL PIPE SHALL BE LAID WITH ENDS ABUTTING AND TRUE TO LINE AND GRADE. LASER SHALL BE USED INSIDE THE PIPE WHENEVER POSSIBLE UNLESS OTHERWISE APPROVED.
AutoCAD SHX Text
ALL MAINLINE PIPE AND SPECIALS SHALL BE PVC SDR-35 UNLESS OTHERWISE APPROVED BY THE DISTRICT. MINIMUM DIAMETER OF PIPE SHALL BE 8". B. PRESSURE RATED PIPE WILL BE USED IN STREAM PRESSURE RATED PIPE WILL BE USED IN STREAM WILL BE USED IN STREAM CROSSINGS AND WHERE MAXIMUM SEPARATION CANNOT BE CANNOT BE MAINTAINED OR WHEN DEPTH OF SEWER EXCEEDS 25 FEET. C. ALL JOINTS SHALL BE OF THE BELL AND SPIGOT TYPE, ALL JOINTS SHALL BE OF THE BELL AND SPIGOT TYPE, THE BELLS BEING FORMED INTEGRALLY WITH THE PIPE. THE BELL SHALL CONTAIN A FACTORY INSTALLED ELASTOMETRIC GASKET WHICH IS POSITIVELY RETAINED. NO SOLVENT CEMENT JOINTS WILL BE PERMITTED IN FIELD CONSTRUCTION EXCEPT AS SPECIFICALLY AUTHORIZED BY THE DISTRICT. D. LOCATOR WIRE SHALL BE REQUIRED TO BE INSTALLED LOCATOR WIRE SHALL BE REQUIRED TO BE INSTALLED ON FORCEMAIN SANITARY SEWERS. LOCATOR WIRE SHALL CONFORM TO FORCEMAIN PRESSURE CLEANOUT DETAIL ON 900-15. FLEXIBLE MATERIAL JOINT PIPES SPECIFICATIONS SPECIFICATIONS POLYVINYL ASTM D-3034 ELASTOMERIC CHLORIDE (SDR-35) GASKET PIPE STIFFNESS = 46PSI ASTM PIPE STIFFNESS = 46PSI ASTM ASTM ASTM D-3212 DUCTILE IRON ANSI A-21.51 & ANSI A-21.11 & AWWA C-151 AWWA C-111 1. SDR = OUTSIDE DIAMETER DIVIDED BY WALL SDR = OUTSIDE DIAMETER DIVIDED BY WALL THICKNESS. 2. THE SPECIFICATIONS ABOVE SHALL BE THOSE MOST THE SPECIFICATIONS ABOVE SHALL BE THOSE MOST RECENTLY ADOPTED BY THE APPROPRIATE STANDARDS SETTING ORGANIZATIONS.
AutoCAD SHX Text
LASER METHOD - OFFSET AND GRADE AT EACH MANHOLE. OFFSET AND GRADE 50' AND 100' OUT FROM EACH MANHOLE UNLESS OTHERWISE APPROVED.
AutoCAD SHX Text
LOGAN COUNTY WATER POLLUTION CONTROL DISTRICT COUNTY WATER POLLUTION CONTROL DISTRICT COUNTY WATER POLLUTION CONTROL DISTRICT WATER POLLUTION CONTROL DISTRICT WATER POLLUTION CONTROL DISTRICT POLLUTION CONTROL DISTRICT POLLUTION CONTROL DISTRICT CONTROL DISTRICT CONTROL DISTRICT DISTRICT DISTRICT PROHIBITS "SHARED" CONNECTIONS TO A BUILDING SEWER OR "SHARED" CONNECTIONS TO A BUILDING SEWER OR "SHARED" CONNECTIONS TO A BUILDING SEWER OR CONNECTIONS TO A BUILDING SEWER OR CONNECTIONS TO A BUILDING SEWER OR TO A BUILDING SEWER OR TO A BUILDING SEWER OR A BUILDING SEWER OR A BUILDING SEWER OR BUILDING SEWER OR BUILDING SEWER OR SEWER OR SEWER OR OR OR LATERAL FROM MULTIPLE PARCELS REGARDLESS OF OWNERSHIP. FROM MULTIPLE PARCELS REGARDLESS OF OWNERSHIP. FROM MULTIPLE PARCELS REGARDLESS OF OWNERSHIP. MULTIPLE PARCELS REGARDLESS OF OWNERSHIP. MULTIPLE PARCELS REGARDLESS OF OWNERSHIP. PARCELS REGARDLESS OF OWNERSHIP. PARCELS REGARDLESS OF OWNERSHIP. REGARDLESS OF OWNERSHIP. REGARDLESS OF OWNERSHIP. OF OWNERSHIP. OF OWNERSHIP. OWNERSHIP. OWNERSHIP. ONLY BUILDINGS ON A SINGLE PARCEL MAY BE CONNECTED TO BUILDINGS ON A SINGLE PARCEL MAY BE CONNECTED TO BUILDINGS ON A SINGLE PARCEL MAY BE CONNECTED TO ON A SINGLE PARCEL MAY BE CONNECTED TO ON A SINGLE PARCEL MAY BE CONNECTED TO A SINGLE PARCEL MAY BE CONNECTED TO A SINGLE PARCEL MAY BE CONNECTED TO SINGLE PARCEL MAY BE CONNECTED TO SINGLE PARCEL MAY BE CONNECTED TO PARCEL MAY BE CONNECTED TO PARCEL MAY BE CONNECTED TO MAY BE CONNECTED TO MAY BE CONNECTED TO BE CONNECTED TO BE CONNECTED TO CONNECTED TO CONNECTED TO TO TO THE BUILDING SEWER, LATERAL AND TAP FOR THAT PROPERTY. BUILDING SEWER, LATERAL AND TAP FOR THAT PROPERTY. BUILDING SEWER, LATERAL AND TAP FOR THAT PROPERTY. SEWER, LATERAL AND TAP FOR THAT PROPERTY. SEWER, LATERAL AND TAP FOR THAT PROPERTY. LATERAL AND TAP FOR THAT PROPERTY. LATERAL AND TAP FOR THAT PROPERTY. AND TAP FOR THAT PROPERTY. AND TAP FOR THAT PROPERTY. TAP FOR THAT PROPERTY. TAP FOR THAT PROPERTY. FOR THAT PROPERTY. FOR THAT PROPERTY. THAT PROPERTY. THAT PROPERTY. PROPERTY. PROPERTY. IF AT ANY POINT THE PARCEL IS SPLIT, ANY AFFECTED AT ANY POINT THE PARCEL IS SPLIT, ANY AFFECTED AT ANY POINT THE PARCEL IS SPLIT, ANY AFFECTED ANY POINT THE PARCEL IS SPLIT, ANY AFFECTED ANY POINT THE PARCEL IS SPLIT, ANY AFFECTED POINT THE PARCEL IS SPLIT, ANY AFFECTED POINT THE PARCEL IS SPLIT, ANY AFFECTED THE PARCEL IS SPLIT, ANY AFFECTED THE PARCEL IS SPLIT, ANY AFFECTED PARCEL IS SPLIT, ANY AFFECTED PARCEL IS SPLIT, ANY AFFECTED IS SPLIT, ANY AFFECTED IS SPLIT, ANY AFFECTED SPLIT, ANY AFFECTED SPLIT, ANY AFFECTED ANY AFFECTED ANY AFFECTED AFFECTED AFFECTED BUILDINGS SHALL THEN BE REQUIRED TO PROVIDE THEIR OWN SHALL THEN BE REQUIRED TO PROVIDE THEIR OWN SHALL THEN BE REQUIRED TO PROVIDE THEIR OWN THEN BE REQUIRED TO PROVIDE THEIR OWN THEN BE REQUIRED TO PROVIDE THEIR OWN BE REQUIRED TO PROVIDE THEIR OWN BE REQUIRED TO PROVIDE THEIR OWN REQUIRED TO PROVIDE THEIR OWN REQUIRED TO PROVIDE THEIR OWN TO PROVIDE THEIR OWN TO PROVIDE THEIR OWN PROVIDE THEIR OWN PROVIDE THEIR OWN THEIR OWN THEIR OWN OWN OWN SANITARY SEWER TAP, LATERAL AND BUILDING SEWER. NO SERVICE LINE SHALL BE ALLOWED TO CONNECT DIRECTLY INTO A MANHOLE, SUBJECT TO APPROVAL BY THE DISTRICT DIRECTOR IN SPECIFIC CASES. THE ENDS OF ALL SERVICE LINES OR TEES SHALL BE ACCURATELY LOCATED, MAPPED, AND GIVEN TO THE DISTRICT WITHIN 15 DAYS AFTER INSTALLATION. BEFORE MAKING A CONNECTION TO AN EXISTING SEWER TAP OR SEWER LATERAL. LCWPCD SHALL CHECK THE EXISTING PIPE TO VERIFY THAT THE EXISTING PIPE IS CONNECTED TO THE MAIN SEWER AND IS IN ACCEPTABLE CONDITION. IF IT IS DEEMED UNACCEPTABLE A NEW LATERAL WILL BE REQUIRED. LATERALS FROM THE MAIN TO THE PROPERTY LINE SHALL BE 4" MINIMUM WITH AN INSPECTION VALVE/TEE, MANUFACTURED BY MAINLINE, AT THE PROPERTY LINE. (900-9) STREET EXCAVATION REQUIRES A STREET/ROAD OPENING PERMIT BY THE LOCAL JURISDICTION.
AutoCAD SHX Text
ALL SANITARY SEWERS AND THEIR ASSOCIATED APPURTENANCES, REGARDLESS OF PUBLIC OR PRIVATE USE, SHALL MEET AND COMPLY WITH THE DISTRICT'S DESIGN AND CONSTRUCTION STANDARDS. NO WORK SHALL BE APPROVED OR ACCEPTED BY THE DISTRICT UNLESS 2 WORKING DAYS NOTICE OF COMMENCING WORK IS GIVEN TO THE LOGAN COUNTY WATER POLLUTION CONTROL DISTRICT. ALL TEMPORARY PAVEMENT AND SIDEWALK SHALL BE MAINTAINED BY THE CONTRACTOR OR DEVELOPER AT HIS OWN EXPENSE IN A SUITABLE AND SAFE CONDITION FOR TRAFFIC UNTIL PERMANENT REPLACEMENT IS MADE OR THE PROJECT IS FINALLY ACCEPTED BY THE DISTRICT. ROOF DRAINS, FOUNDATION DRAINS, SUMP PUMPS, AND ALL OTHER CLEAR WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. WHEN A SEWER IS TO BE EXTENDED AT THE DOWNSTREAM MANHOLE OR FIRST MANHOLE IN THE NEW LINE, IT SHALL BE PLUGGED BEFORE CONSTRUCTION BEGINS. IF THE SEWER IS SMALLER OR EQUAL TO 12" DIAMETER, IT SHALL BE PLUGGED BY PLACING A POLY- ETHELYNE BAG APPROXIMATELY 6" INTO THE SEWER PIPE. SIZES LARGER THAN 12" WILL BE PLUGGED BY OTHER APPROVED METHODS. NO PLUGS SHALL BE REMOVED UNTIL CONSTRUCTION IS COMPLETED AND SOIL IS STABILIZED AND THEN ONLY AS DIRECTED BY THE DISTRICT. CONSTRUCTION OF SANITARY SEWERS SHALL INCLUDE DYE TESTING AS DETERMINED BY THE DISTRICT OF ALL PIPES TO BE CONNECTED TO THE NEW SEWER PRIOR TO BACKFILLING. WHEN A NEW CASTING OR OTHER PUBLIC PROPERTY IS ABANDONED IT REMAINS DISTRICT PROPERTY, UNLESS OTHERWISE DIRECTED. NEW SEWERS MUST HAVE COUNTY AND EPA PLAN APPROVAL OR ANY SEWER THAT IS RELOCATED OR RESIZED.
AutoCAD SHX Text
G IN THE EVENT OF A DEMOLITION OF AN EXISTING IN THE EVENT OF A DEMOLITION OF AN EXISTING BUILDING, A DEMOLITION PERMIT SHALL BE OBTAINED. THE LATERAL SHALL BE CUT AND CAPPED WITH AN ACCESS VALVE INSTALLED PER SERVICE LATERAL TYPE A DETAIL ON 900-7 AND 900-9. BILLING WILL CONTINUE UNTIL THE 1ST OF THE FOLLOWING MONTH AFTER THE WORK HAS BEEN INSPECTED AND APPROVED.
AutoCAD SHX Text
EQUAL MATERIALS MUST BE SUBMITTED TO THE DISTRICT DIRECTOR FOR APPROVAL PRIOR TO ORDERING MATERIALS. SUBMITTALS SHALL INCLUDE ALL MATERIAL DATA AND OR CUT SHEETS PERTAINING TO THE ITEM. THE DISTRICT RESERVES THE RIGHT TO REQUEST A SAMPLE OF THE OR EQUAL ITEM FOR THEIR OWN USE DURING THE REVIEW PROCESS. THE COST OF THE ITEM SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER AND NOT THE SEWER DISTRICT. THE DISTRICT SHALL REVIEW THE SUBMITTAL WITHIN 72 WORKING HOURS OF SUBMITTAL.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
AUG. 2012
AutoCAD SHX Text
12
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
THE CONTRACTOR SHALL SUPPLY THE FOLLOWING INFO
TO THE SATISFACTION OF THE DISTRICT
SERVICE LATERAL LOCATION REFERENCE
(VACANT LOT)
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICT
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
SAN MH. #9
AutoCAD SHX Text
STA. 12+55
AutoCAD SHX Text
SEWER
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
STA. 10+00
AutoCAD SHX Text
STA. 9+85
AutoCAD SHX Text
TEE
AutoCAD SHX Text
SERVICE LATERAL
AutoCAD SHX Text
SERVICE LATERAL END (ACCESS VALVE)
AutoCAD SHX Text
LOT 9
AutoCAD SHX Text
R/W
AutoCAD SHX Text
R/W
AutoCAD SHX Text
LOT 8
AutoCAD SHX Text
LOT 7
AutoCAD SHX Text
STA. 7+10
AutoCAD SHX Text
SAN MH. #10
AutoCAD SHX Text
35'
AutoCAD SHX Text
P
AutoCAD SHX Text
L
AutoCAD SHX Text
P
AutoCAD SHX Text
L
AutoCAD SHX Text
P
AutoCAD SHX Text
L
AutoCAD SHX Text
L
AutoCAD SHX Text
P
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
1 HORIZONTAL DISTANCE OF TEE TO DOWNSTREAM MANHOLE.
AutoCAD SHX Text
2 HORIZONTAL DISTANCE OF SERVICE CONNECTION END
AutoCAD SHX Text
TO DOWNSTREAM MANHOLE ALONG SEWER.
AutoCAD SHX Text
3 PERPENDICULAR DISTANCE FROM SEWER TO SERVICE
AutoCAD SHX Text
CONNECTION END.
AutoCAD SHX Text
ORIGINAL GROUND.
AutoCAD SHX Text
4 DEPTH OF SERVICE CONNECTION END FLOW LINE TO
AutoCAD SHX Text
5 ELEVATION OF SERVICE CONNECTION END FLOW LINE.
AutoCAD SHX Text
1. 275'
AutoCAD SHX Text
2. 290'
AutoCAD SHX Text
3. 35'
AutoCAD SHX Text
4. 8.9'
AutoCAD SHX Text
5. 942.9
AutoCAD SHX Text
%%uEXAMPLE
AutoCAD SHX Text
6 ELEVATION OF BACK OF CURB OR SOME OTHER
AutoCAD SHX Text
REFERENCE POINT ABOVE LATERAL.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
AUG. 2012
AutoCAD SHX Text
13
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICTSERVICE LATERAL LOCATION REFERENCE (BUILDING
IN PLACE)
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
STORM SEWER LATERAL
AutoCAD SHX Text
CLEANOUT
AutoCAD SHX Text
WATER METER OR CURB STOP
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text
TO BE COMPLETED BY THE INSPECTOR FOR EACH BUILDING SEWER SAMPLE SITE SKETCH. GIVE DIMENSIONS FOR ALL UNDERGROUND PIPES. MAKE A DIFFERENT SKETCH FOR EACH UTILITY, IF NEEDED. FOR EXAMPLE, IF THIS HOUSE HAD DOWN SPOUT LEADERS, A SEPARATE STORM SHEET WOULD BE NEEDED.
AutoCAD SHX Text
POINT OF CONNECTION TO THE SEWER SYSTEM (ACCESS VALVE)
AutoCAD SHX Text
Ex. R/W
AutoCAD SHX Text
Ex. R/W
AutoCAD SHX Text
Ex. CURB
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
WATER SERVICE LINE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
AUG. 2012
AutoCAD SHX Text
14AA
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
SEWAGE COMBINATION
AIR VALVE IN MANHOLE
CLEANOUT
FORCE MAIN PRESSURE
SANITARY SEWER FORCEMAIN
TRACER WIRE DETAILS
AIR RELEASE VALVE AND CLEANOUT CHAMBER,
HIGH PRESSURE
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICT
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
FORCEMAIN
AutoCAD SHX Text
FLOTATION BASE WITH 12" DIAMETER DRAINAGE HOLE FILLED WITH WASHED GRAVEL
AutoCAD SHX Text
PLUG VALVE
AutoCAD SHX Text
2" STAINLESS STEEL PLUG
AutoCAD SHX Text
2" STAINLESS STEEL
AutoCAD SHX Text
(SCH 80) & BLIND FLANGE
AutoCAD SHX Text
MECHANICAL JOINT TEE
AutoCAD SHX Text
A. ALL STRUCTURES SHALL BE FINISHED TO SAME ELEVATION AS EXISTING GRADE. ALL STRUCTURES SHALL BE FINISHED TO SAME ELEVATION AS EXISTING GRADE. B. ALL FORCEMAIN FITTINGS ARE TO BE RESTRAINED. ALL FORCEMAIN FITTINGS ARE TO BE RESTRAINED. C. CHIMNEY SEALS MUST BE INSTALLED. SEE 900-4. CHIMNEY SEALS MUST BE INSTALLED. SEE 900-4. D. THE MANHOLE DIAMETER IS TO BE DESIGNED BASED ON THE SIZE OF FORCEMAIN AND EACH THE MANHOLE DIAMETER IS TO BE DESIGNED BASED ON THE SIZE OF FORCEMAIN AND EACH INDIVIDUAL SITUATION. THE MINIMUM INSIDE DIAMETER IS 5'-0". E. ALL INTERNAL COMPONENTS SHALL HAVE A 12" MIN. CLEARANCE FROM THE STRUCTURE WALLS. ALL INTERNAL COMPONENTS SHALL HAVE A 12" MIN. CLEARANCE FROM THE STRUCTURE WALLS. F. IN WET AREAS, SEAL BOTTOM WITH POURED CONCRETE BASE OR PRECAST MANHOLE BASE. IN WET AREAS, SEAL BOTTOM WITH POURED CONCRETE BASE OR PRECAST MANHOLE BASE. G. THE LOCATION OF COMBINATION AIR RELEASE VALVES SHALL BE APPROVED BY THE MANUFACTURE. THE LOCATION OF COMBINATION AIR RELEASE VALVES SHALL BE APPROVED BY THE MANUFACTURE. FINAL APPROVAL IS AT THE DISCRETION OF THE DISTRICT DIRECTOR. (TYPICAL AROUND 650')
AutoCAD SHX Text
FORCEMAIN
AutoCAD SHX Text
PIPE SUPPORT SHALL BE SOLID CORE CONCRETE BLOCKING.
AutoCAD SHX Text
COMBINATION AIR VALVE, D-025 FOR SEWAGE BY A.R.I. FLOW CONTROL ACCESSORIES, LTD. OR EQUAL.
AutoCAD SHX Text
TRACER WIRE NOTES A. DIRECTIONAL DRILL CONSTRUCTION: TRACER WIRE SHALL BE 12ga. COPPERHEAD SOLOSHOT EHS REINFORCED DIRECTIONAL DRILL CONSTRUCTION: TRACER WIRE SHALL BE 12ga. COPPERHEAD SOLOSHOT EHS REINFORCED TRACER WIRE MANUFACTURED BY COPPERHEAD INDUSTRIES, LLC. OR DISTRICT APPROVED EQUIVALENT. OPEN CUT CONSTRUCTION: TRACER WIRE SHALL BE COPPERHEAD HS REINFORCED TRACER WIRE MANUFACTURED BY COPPERHEAD INDUSTRIES, LLC OR DISTRICT APPROVED EQUIVALENT. B. TRACER WIRE MUST BE RUN ON TOP OF THE PIPE CONTINUOUSLY FOR THE FULL LENGTH OF THE PIPE. TRACER WIRE MUST BE RUN ON TOP OF THE PIPE CONTINUOUSLY FOR THE FULL LENGTH OF THE PIPE. C. TRACER WIRE WILL COME TO THE SURFACE AT EVERY VALVE, PUMP STATION, AIR RELEASE, AND VALVE TRACER WIRE WILL COME TO THE SURFACE AT EVERY VALVE, PUMP STATION, AIR RELEASE, AND VALVE VAULT. D. TRACER WIRE THAT MUST BE SPLICED SHALL USE SNAKEBITE TRACER WIRE CONNECTORS MANUFACTURED BY TRACER WIRE THAT MUST BE SPLICED SHALL USE SNAKEBITE TRACER WIRE CONNECTORS MANUFACTURED BY COPPERHEAD INDUSTRIES, LLC OR DISTRICT APPROVED EQUIVALENT. E. TRACER WIRE SHALL BE TAPED TO THE PIPE USING 1 1/2" POLYETHYLENE TAPE WRAPPED TWICE AROUND TRACER WIRE SHALL BE TAPED TO THE PIPE USING 1 1/2" POLYETHYLENE TAPE WRAPPED TWICE AROUND THE PIPE.
AutoCAD SHX Text
SANITARY SEWER FORCEMAIN
AutoCAD SHX Text
TRACER WIRE
AutoCAD SHX Text
4'-6" MIN. COVER
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
6"
AutoCAD SHX Text
PRECAST FLAT SLAB TOP DESIGNED
AutoCAD SHX Text
FOR HS 20-44 LOADING
AutoCAD SHX Text
FORCEMAIN
AutoCAD SHX Text
PRECAST ADJUSTING RING, IN NON-PAVED AREAS ONLY, 2" MIN. AND 12" MAX AND LIMITED TO NO MORE THAN TWO RINGS TO REACH THE 12" MAXIMUM. IN PAVED AREAS THE MR. MANHOLE PROCESS IS REQUIRED AS SHOWN ON SHEET 900-20 THRU 900-22.
AutoCAD SHX Text
SEAL WITH NON-SHRINK GROUT
AutoCAD SHX Text
MANHOLE FRAME & LID (SEE MISC. SANITARY MANHOLE DETAIL 900-1 FOR FRAME AND LID)
AutoCAD SHX Text
FULLY PORTED BRASS BALL VALVE WITH 6" NIPPLE
AutoCAD SHX Text
STONE BASE 6" ODOT #57 OR #67
AutoCAD SHX Text
100% SILICONE BETWEEN CONE, RINGS, AND MANHOLE FRAME
AutoCAD SHX Text
PRECAST ADJUSTING RING, IN NON-PAVED AREAS ONLY, 2" MIN. AND 12" MAX AND LIMITED TO NO MORE THAN TWO RINGS TO REACH THE 12" MAXIMUM. IN PAVED AREAS THE MR. MANHOLE PROCESS IS REQUIRED AS SHOWN ON SHEET 900-20 THRU 900-22.
AutoCAD SHX Text
STONE BASE 6" ODOT #57 OR #67
AutoCAD SHX Text
SEAL WITH NON-SHRINK GROUT
AutoCAD SHX Text
PIPE SUPPORT SHALL BE
AutoCAD SHX Text
CONCRETE BLOCKING
AutoCAD SHX Text
FULLY PORTED 2" BRASS BALL VALVE
AutoCAD SHX Text
66" GREEN RHINO TRI-VIEW ULTIMATE LOCATING POST W/SEWER WARNING DECAL
AutoCAD SHX Text
66" GREEN RHINO TRI-VIEW ULTIMATE LOCATING POST W/SEWER WARNING DECAL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
AUG. 2012
AutoCAD SHX Text
15
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
SEWER TELEVISING STANDARDS
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
STANDARDS FOR BELLIES/DIPS IN SEWER
MAINS
SEWER TELEVISING PROCEDURES FOR NEW
SEWER CONSTRUCTION
A.
B.
C.
D.
SEWER TELEVISING PROCEDURES FOR
SEWER RECONSTRUCTION PROJECTS
A.
B.
C.
D.
E.
F.
G.
PASSING SANITARY SEWERS
A.
B.
C.
SANITARY SEWER TELEVISING STANDARDS
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICT
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
2"
AutoCAD SHX Text
0.40%%%
AutoCAD SHX Text
1.00%%%
AutoCAD SHX Text
0.60%%%
AutoCAD SHX Text
0"
AutoCAD SHX Text
1"
AutoCAD SHX Text
0.28%%%
AutoCAD SHX Text
0.22%%%
AutoCAD SHX Text
0.12%%%
AutoCAD SHX Text
0.15%%%
AutoCAD SHX Text
0.10%%%
AutoCAD SHX Text
N/A
AutoCAD SHX Text
N/A
AutoCAD SHX Text
N/A
AutoCAD SHX Text
N/A
AutoCAD SHX Text
N/A
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
8"
AutoCAD SHX Text
ALL SEWER TELEVISING CONTRACTORS SHALL BE CERTIFIED BY NASSCO FOR PIPELINE ASSESSMENT. ALL SANITARY TELEVISING WORK SHALL COMPLY WITH NASSCO STANDARDS. ALL TELEVISING WORK SHALL BE DONE IN COLOR WITH THE PROPER AMOUNT OF ILLUMINATION TO CLEARLY SHOW THE ENTIRE PIPE DIAMETER. THE CAMERA SHALL BE OF THE PAN AND TILT TYPE OR CUES DUC AS DETERMINED BY THE DISTRICT DIRECTOR. THE TELEVISING CONTRACTOR SHALL PROVIDE A FLASH DRIVE RECORDING OF THE ENTIRE TELEVISING PROCESS. THE RECORDING SHALL BE COMPATIBLE WITH MPEG4. AT THE START OF THE TELEVISING PROCESS THE RECORDING SHALL CONTAIN THE FOLLOWING: a. DATE/TIME b. OPERATOR AND COMPANY NAME c. SEWER PROJECT NAME d. ADDRESS OR INTERSECTION OF MANHOLE WORKING ON e. DIRECTION ON TELEVISING f. COUNTER SETTING THE RECORDING MUST SHOW THE DISTANCE COUNTER THROUGHOUT THE TELEVISING PROCESS. THE RECORDING SHALL SHOW THE CLOCK POSITION AND DISTANCE FROM THE MANHOLE FOR EACH LATERAL. THE OPERATOR SHALL PAN EACH SEWER JOINT AND NOTE ANY DEFICIENCIES ON THE TAPE. THE OPERATOR SHALL PAN AND TILT EACH LATERAL AND SHALL POSITION THE CAMERA TO LOOK UP EACH LATERAL CONNECTION. AT NO TIME SHALL THE OPERATOR ALLOW THE CAMERA HEAD TO BE SUBMERGED. THE OPERATOR SHALL NOTE ANY DEFICIENCIES ON THE MAIN SCREEN. THE OPERATOR SHALL KEEP AN ACCURATE LOG CONSISTING OF THE FOLLOWING: a. DIAGRAM OF SEWER FROM MANHOLE TO MANHOLE SHOWING DIRECTION OF FLOW. b. SHALL NOTE ALL SEWER LATERALS WITH CLOCK POSITIONS AND DISTANCE FROM MANHOLES. c. DEFICIENCIES IN THE SEWER PIPE INCLUDING BELLIES. d. SPECIAL NOTES DESCRIBING AREAS OF CONCERN. e. ANY DEFICIENCIES NOTED SHALL ACCOMPANY A DIGITAL PHOTO ATTACHED OR INCLUDED IN THE REPORT.
AutoCAD SHX Text
SANITARY SEWERS SHALL BE DECLARED AS "NOT APPROVED" IF BELLIES/DIPS IN THE MAIN LINE EXCEEDS THE FOLLOWING CRITERIA:
AutoCAD SHX Text
THE SANITARY SEWER SHALL BE COMPLETELY CLEAN AND FREE OF DEBRIS USING A HIGH PRESSURE JETTER CAPABLE OF SCOURING THE PIPE WALLS. ALL DEBRIS SHALL BE VACUUMED OUT OF THE SEWER MAIN. ONCE CLEANING HAS BEEN COMPLETED, THE CONTRACTOR SHALL RUN CLEAR WATER IN THE NEW SEWER MAIN TO FILL ANY POTENTIAL BELLIES IN THE LINE. THE CONTRACTOR SHALL CALCULATE THE VOLUME GALLON CAPACITY OF THE SEWER MAIN AND SHALL USE THAT MUCH WATER TO FILL POTENTIAL BELLIES/DIPS. THE CONTRACTOR SHALL MAKE SURE THAT THERE IS NO FLOW EMANATING UPSTREAM. IF SO, THE CONTRACTOR SHALL STOP THIS FLOW DURING THE TELEVISING.
AutoCAD SHX Text
2"
AutoCAD SHX Text
0"
AutoCAD SHX Text
1"
AutoCAD SHX Text
N/A
AutoCAD SHX Text
2"
AutoCAD SHX Text
N/A
AutoCAD SHX Text
N/A
AutoCAD SHX Text
N/A
AutoCAD SHX Text
10"
AutoCAD SHX Text
2"
AutoCAD SHX Text
0"
AutoCAD SHX Text
1"
AutoCAD SHX Text
3"
AutoCAD SHX Text
2"
AutoCAD SHX Text
N/A
AutoCAD SHX Text
N/A
AutoCAD SHX Text
N/A
AutoCAD SHX Text
12"
AutoCAD SHX Text
2"
AutoCAD SHX Text
0"
AutoCAD SHX Text
1"
AutoCAD SHX Text
3"
AutoCAD SHX Text
2"
AutoCAD SHX Text
3.5"
AutoCAD SHX Text
N/A
AutoCAD SHX Text
N/A
AutoCAD SHX Text
15"
AutoCAD SHX Text
2"
AutoCAD SHX Text
0"
AutoCAD SHX Text
1"
AutoCAD SHX Text
3.5"
AutoCAD SHX Text
2.5"
AutoCAD SHX Text
3.5"
AutoCAD SHX Text
4"
AutoCAD SHX Text
N/A
AutoCAD SHX Text
18"
AutoCAD SHX Text
2.5"
AutoCAD SHX Text
0"
AutoCAD SHX Text
1"
AutoCAD SHX Text
3.5"
AutoCAD SHX Text
2.5"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
21"
AutoCAD SHX Text
2.5"
AutoCAD SHX Text
0"
AutoCAD SHX Text
1"
AutoCAD SHX Text
3.5"
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
5"
AutoCAD SHX Text
4.5"
AutoCAD SHX Text
24"
AutoCAD SHX Text
2.5"
AutoCAD SHX Text
0"
AutoCAD SHX Text
1"
AutoCAD SHX Text
4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
5"
AutoCAD SHX Text
5"
AutoCAD SHX Text
>27"
AutoCAD SHX Text
PIPE SIZES
AutoCAD SHX Text
MAXIMUM ALLOWABLE BELLIES IN PIPE (INCHES)
AutoCAD SHX Text
BEFORE COMMENCEMENT OF THE CLEANING PROCESS, THE TELEVISING CONTRACTOR SHALL NOTIFY ADJACENT AND AFFECTED PROPERTY OWNERS BY GOING DOOR-TO-DOOR AND NOTIFYING THEM OF THE POSSIBILITY OF SEWER BACKUP DURING THE CLEANING PROCESS. THE ACCESS VALVES, IF PRESENT, SHALL BE OPENED PRIOR TO CLEANING THE SANITARY SEWER SHALL BE COMPLETELY CLEANED AND FREE OF DEBRIS USING A HIGH PRESSURE JET RODDER. ALL DEBRIS SHALL BE VACUUMED OUT OF THE SEWER MAIN. ONCE CLEANING HAS BEEN COMPLETED, THE CONTRACTOR SHALL BAG THE UPSTREAM MANHOLE AND PUMP THE SEWAGE FLOW DOWNSTREAM AND SHALL MAINTAIN PUMPING DURING THE TELEVISING PROCESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEWER FLOODING AS A RESULT OF THEIR ACTIVITIES. AFTER THE PUMP BYPASS HAS BEEN ESTABLISHED, THE CONTRACTOR SHALL RUN CLEAR WATER IN THE RECONSTRUCTED SEWER MAIN TO FILL ANY POTENTIAL BELLIES IN THE LINE. THE CONTRACTOR SHALL CALCULATE THE VOLUME GALLON CAPACITY OF THE SEWER MAIN AND SHALL USE THAT MUCH WATER TO FILL POTENTIAL BELLIES/DIPS. THE CONTRACTOR SHALL TELEVISE THE SEWER FOLLOWING THE TELEVISING STANDARDS.
AutoCAD SHX Text
THE DISTRICT WILL NOT PASS OR APPROVE THE SANITARY SEWER FOR FINAL PAYMENT OR ACCEPT OWNERSHIP WITHOUT HAVING A PASSING VIDEO AND LOG OF THE SANITARY SEWER TELEVISING FOLLOWING THE STANDARDS PREVIOUSLY DESCRIBED. ALL TELEVISING WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. THE DISTRICT RESERVES THE RIGHT TO A FINAL RE-TELEVISING AT THE CONTRACTOR'S EXPENSE IF DEFICIENCIES ARE NOTED ON THE INITIAL TELEVISING WORK AND AFTER THE CONTRACTOR MAKES THE NECESSARY REPAIRS.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
AUG. 2012
AutoCAD SHX Text
16
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
NOTES:
OUTSIDE SIMPLEX GRINDER PUMP PROFILE VIEW
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICT
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
1 1/4" DISCHARGE LINE
AutoCAD SHX Text
CONTROL/ALARM PANEL
AutoCAD SHX Text
GRINDER PUMP STATION
AutoCAD SHX Text
LATERAL ASSEMBLY
AutoCAD SHX Text
KIT NC0193-G03
AutoCAD SHX Text
PEA GRAVEL OR
AutoCAD SHX Text
CRUSHED STONE
AutoCAD SHX Text
UNION
AutoCAD SHX Text
CHECK VALVE
AutoCAD SHX Text
SADDLE TAP
AutoCAD SHX Text
LPSS MAIN
AutoCAD SHX Text
4'-0" MINIMUM
AutoCAD SHX Text
MODEL# PB093
AutoCAD SHX Text
UNION
AutoCAD SHX Text
OR APPROVED DEPTH
AutoCAD SHX Text
INSPECTION VALVE/TEE SEE DETAIL 900-9. TO BE USED AS A CLEANOUT.
AutoCAD SHX Text
CORPORATION STOP
AutoCAD SHX Text
36" MIN.
AutoCAD SHX Text
6"x6" WOOD POST, ACQ TREATED PRESSURE TREATED PINE #2. ALL SCREWS AND HARDWARE TO BE STAINLESS STEEL. POST EMBEDDED IN CONCRETE.
AutoCAD SHX Text
INDIVIDUAL HOME
AutoCAD SHX Text
Ex. R/W LINE
AutoCAD SHX Text
PROP. 12' UTILITY EASEMENT LINE
AutoCAD SHX Text
5'-0" OFF R/W
AutoCAD SHX Text
A. ALL ELECTRIC WORK SHALL BE PER NEC ALL ELECTRIC WORK SHALL BE PER NEC ALL ELECTRIC WORK SHALL BE PER NEC STANDARDS. B. GRINDER PUMP STATION CONCRETE GRINDER PUMP STATION CONCRETE GRINDER PUMP STATION CONCRETE BALLAST TO BE SIZED BY PUMP STATION MANUFACTURER AND INSTALLED PER MANUFACTURE'S RECOMMENDATIONS. C. GRINDER PUMP STATION SIZE AND DEPTH GRINDER PUMP STATION SIZE AND DEPTH GRINDER PUMP STATION SIZE AND DEPTH ARE TO BE DETERMINED PER APPLICATION. D. SEWER DISTRICT SHALL APPROVE SEWER DISTRICT SHALL APPROVE SEWER DISTRICT SHALL APPROVE GRINDER PUMP STATION SIZE, DEPTH AND MODLE NUMBER PRIOR TO CONTRACTOR ORDERING MATERIALS. E. ANY DEVIATIONS MUST BE REQUESTED IN ANY DEVIATIONS MUST BE REQUESTED IN WRITING AND HAVE THE DIRECTORS PRIOR WRITTEN APPROVAL. F. UTILITY EASEMENT TO BE GRASS, STONE, MULCH OR CONCRETE ONLY. NO LANDSCAPE OS STRUCTURES.
AutoCAD SHX Text
6" COMPACTED AGGREGATE
AutoCAD SHX Text
GRAVITY SAN. LAT.
AutoCAD SHX Text
48" MIN.
AutoCAD SHX Text
5'-0
AutoCAD SHX Text
6 GA. SOLID COPPER WIRE FROM CONTROL PANEL TO GROUND WIRE..
AutoCAD SHX Text
12" x 10' GROUND WIRE
AutoCAD SHX Text
NON-FUSED, 30 AMP, EXTERIOR DISCONNECT, MOUNDED TO POST
AutoCAD SHX Text
POWER FEED, MINIMUM SIZE, 10/3 GROUND TO 30 AMP, 240 VOLT BREAKER @ HOUSE
AutoCAD SHX Text
SCH 80 PVC OR SDR 11
AutoCAD SHX Text
DIRECT BURY CONTROL CABLE INSIDE ELECTRICAL CONDUIT THRU CONCRETE ONLY, SIZE PER NEC STANDARDS.
AutoCAD SHX Text
CONCRETE BALLAST SIZED BY GRINDER PUMP MANUFACTURE
AutoCAD SHX Text
APPROVED GRINDER PUMP STATION DRAWINGS: -E-ONE NA0157P01 -LIBERTY EPS65535 APPROVED CASTING: -NEENAH R-1792-HL, W/ 2 F PK 33642 LID MARKED "SANITARY", AND MACHINED SELF-SEAL GASKET INSTALLED, OR APPROVED EQUAL
AutoCAD SHX Text
CP
AutoCAD SHX Text
NEENAH CASTING BOLTED & SEALED TO TOP FLANGE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
AUG. 2012
AutoCAD SHX Text
17A
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICTOUTSIDE SIMPLEX GRINDER PUMP PLAN VIEW
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
UNION
AutoCAD SHX Text
SANITARY SEWER FORCEMAIN
AutoCAD SHX Text
UNION
AutoCAD SHX Text
INSPECTION VALVE/TEE
AutoCAD SHX Text
CORPORATION STOP
AutoCAD SHX Text
INDIVIDUAL HOME
AutoCAD SHX Text
SADDLE TAP
AutoCAD SHX Text
1- " DISCHARGE LINE14" DISCHARGE LINE
AutoCAD SHX Text
LATERAL ASSEMBLY KIT NC0193-G03
AutoCAD SHX Text
CHECK VALVE MODEL# PB093
AutoCAD SHX Text
Ex. R/W
AutoCAD SHX Text
Ex. R/W
AutoCAD SHX Text
6"X6" WOOD POST, ACQ TREATED PRESSURE TREATED PINE #2. POST TO BE SET IN 18"x18" WIDE FOOTING. ALL SCREWS AND HARDWARE TO BE STAINLESS STEEL.
AutoCAD SHX Text
ELECTRICAL CONDUIT W/ CONTROL CABLE
AutoCAD SHX Text
CONTROL/ALARM PANEL
AutoCAD SHX Text
PROPOSED 12'x12' UTILITY EASEMENT
AutoCAD SHX Text
SCH 80 PVC OR SDR11
AutoCAD SHX Text
NON-FUSED, 30 AMP, EXTERIOR DISCONNECT
AutoCAD SHX Text
POWER FEED FROM HOME INSTALLED IN SEPARATE TRENCH.
AutoCAD SHX Text
DIRECT BURY CONTROL CABLE
AutoCAD SHX Text
SANITARY CLEAN OUT 5' MAX FROM HOUSE
AutoCAD SHX Text
FINAL LOCATION TO BE DETERMINED BY LCWPCD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
MARCH 2016
AutoCAD SHX Text
17B
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
SANITARY SEWER FORCEMAIN
TRACER WIRE DETAILS
AIR RELEASE VALVE AND CLEANOUT CHAMBER,
LOW PRESSURE
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICT
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
1. FULLY PORTED BALL VALVE WITH 6" STAINLESS STEEL NIPPLE 2. BALL VALVE - FULLY PORTED 3. QUICK DISCONNECT FITTING W/ CAP 4. WYE 5. 45° ELBOW6. PIPE SUPPORTS 7. LOW PRESSURE SEWER MAIN
AutoCAD SHX Text
A. ALL STRUCTURES SHALL BE FINISHED TO SAME ELEVATION AS EXISTING GRADE. ALL STRUCTURES SHALL BE FINISHED TO SAME ELEVATION AS EXISTING GRADE. B. ALL FORCEMAIN FITTINGS ARE TO BE RESTRAINED. ALL FORCEMAIN FITTINGS ARE TO BE RESTRAINED. C. CHIMNEY SEALS MUST BE INSTALLED. SEE 900-4. CHIMNEY SEALS MUST BE INSTALLED. SEE 900-4. D. THE MANHOLE DIAMETER IS TO BE DESIGNED BASED ON THE SIZE OF FORCEMAIN AND EACH THE MANHOLE DIAMETER IS TO BE DESIGNED BASED ON THE SIZE OF FORCEMAIN AND EACH INDIVIDUAL SITUATION. THE MINIMUM INSIDE DIAMETER IS 5'-0". E. ALL INTERNAL COMPONENTS SHALL HAVE A 12" MIN. CLEARANCE FROM THE STRUCTURE WALLS. ALL INTERNAL COMPONENTS SHALL HAVE A 12" MIN. CLEARANCE FROM THE STRUCTURE WALLS. F. IN WET AREAS, SEAL BOTTOM WITH POURED CONCRETE BASE OR PRECAST MANHOLE BASE. IN WET AREAS, SEAL BOTTOM WITH POURED CONCRETE BASE OR PRECAST MANHOLE BASE. G. THE LOCATION OF COMBINATION AIR RELEASE VALVES SHALL BE APPROVED BY THE MANUFACTURE. THE LOCATION OF COMBINATION AIR RELEASE VALVES SHALL BE APPROVED BY THE MANUFACTURE. FINAL APPROVAL IS AT THE DISCRETION OF THE DISTRICT DIRECTOR. (TYPICAL AROUND 650')
AutoCAD SHX Text
TRACER WIRE NOTES A. DIRECTIONAL DRILL CONSTRUCTION: TRACER WIRE SHALL BE 12ga. COPPERHEAD SOLOSHOT EHS REINFORCED DIRECTIONAL DRILL CONSTRUCTION: TRACER WIRE SHALL BE 12ga. COPPERHEAD SOLOSHOT EHS REINFORCED TRACER WIRE MANUFACTURED BY COPPERHEAD INDUSTRIES, LLC. OR DISTRICT APPROVED EQUIVALENT. OPEN CUT CONSTRUCTION: TRACER WIRE SHALL BE COPPERHEAD HS REINFORCED TRACER WIRE MANUFACTURED BY COPPERHEAD INDUSTRIES, LLC OR DISTRICT APPROVED EQUIVALENT. B. TRACER WIRE MUST BE RUN ON TOP OF THE PIPE CONTINUOUSLY FOR THE FULL LENGTH OF THE PIPE. TRACER WIRE MUST BE RUN ON TOP OF THE PIPE CONTINUOUSLY FOR THE FULL LENGTH OF THE PIPE. C. TRACER WIRE WILL COME TO THE SURFACE AT EVERY VALVE, PUMP STATION, AIR RELEASE, AND VALVE TRACER WIRE WILL COME TO THE SURFACE AT EVERY VALVE, PUMP STATION, AIR RELEASE, AND VALVE VAULT. D. TRACER WIRE THAT MUST BE SPLICED SHALL USE SNAKEBITE TRACER WIRE CONNECTORS MANUFACTURED BY TRACER WIRE THAT MUST BE SPLICED SHALL USE SNAKEBITE TRACER WIRE CONNECTORS MANUFACTURED BY COPPERHEAD INDUSTRIES, LLC OR DISTRICT APPROVED EQUIVALENT. E. TRACER WIRE SHALL BE TAPED TO THE PIPE USING 1 1/2" POLYETHYLENE TAPE WRAPPED TWICE AROUND TRACER WIRE SHALL BE TAPED TO THE PIPE USING 1 1/2" POLYETHYLENE TAPE WRAPPED TWICE AROUND THE PIPE.
AutoCAD SHX Text
SANITARY SEWER FORCEMAIN
AutoCAD SHX Text
TRACER WIRE
AutoCAD SHX Text
4'-6" MIN. COVER
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
LEDGEND
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
FLOTATION BASE WITH 12" DIAMETER DRAINAGE HOLE FILLED WITH WASHED GRAVEL
AutoCAD SHX Text
STONE BASE 6" ODOT #57 OR #67
AutoCAD SHX Text
SEAL WITH NON-SHRINK GROUT
AutoCAD SHX Text
COMBINATION AIR VALVE, D-025 FOR SEWAGE BY A.R.I. FLOW CONTROL FLOW CONTROL ACCESSORIES, LTD. OR EQUAL.
AutoCAD SHX Text
PRECAST ADJUSTING RING, IN NON-PAVED AREAS ONLY, 2" MIN. AND 12" MAX AND LIMITED TO NO MORE THAN TWO RINGS TO REACH THE 12" MAXIMUM. IN PAVED AREAS THE MR. MANHOLE PROCESS IS REQUIRED AS SHOWN ON SHEET 900-20 THRU 900-22.
AutoCAD SHX Text
MANHOLE FRAME & LID (SEE MISC. SANITARY MANHOLE DETAIL 900-1 FOR FRAME AND LID)
AutoCAD SHX Text
PRECAST FLAT SLAB TOP DESIGNED FOR HS 20-44 LOADING
AutoCAD SHX Text
66" GREEN RHINO ULTIMATE LOCATING POST W/ SEWER DECAL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
AUG. 2012
AutoCAD SHX Text
18
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
RV AND CAMPSITE SEWER CONNECTION DETAIL
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICT
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
PURPLE PRIMER SHALL BE USED TO GLUE VERTICAL RISER, P-TRAP AND AT LEAST 5' OF HORIZONTAL PORTION BEYOND P-TRAP.
AutoCAD SHX Text
4" 1/8%%D BEND OR 1/16%%D BEND AS NEEDED.
AutoCAD SHX Text
1.
AutoCAD SHX Text
2.
AutoCAD SHX Text
3.
AutoCAD SHX Text
4.
AutoCAD SHX Text
EXACT MEASUREMENTS MUST BE PROVIDED SHOWING DISTANCE FROM NEAREST MANHOLE, LENGTH OF LATERAL, BENDS, AND THE END OF LATERAL ELEVATION RELATIVE TO THE BACK OF CURB ELEVATION OR SOME OTHER REFERENCE POINT EASILY RECOVERED.
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
1.
AutoCAD SHX Text
2.
AutoCAD SHX Text
3.
AutoCAD SHX Text
4.
AutoCAD SHX Text
Ex. GROUND GRADE AWAY FROM CAP
AutoCAD SHX Text
4" WYE-ROTATE 45° FROM HORIZONTALUNLESS OTHERWISE SPECIFIED.
AutoCAD SHX Text
BED PIPE WITH 6" GRANULAR MATERIAL AND BACKFILL WITH GRANULAR MATERIAL TO 4" ABOVE PIPE. ODOT 703 TYPE 3 #57 OR #67.
AutoCAD SHX Text
PVC SDR-35 SEWER MAIN
AutoCAD SHX Text
4" SCH-40 PIPE GLUED JOINTS
AutoCAD SHX Text
SDR 35 TO SCH 40 ADAPTOR
AutoCAD SHX Text
4" P-TRAP (4) 4" 90°BENDS
AutoCAD SHX Text
6" CORRUGATED PLASTIC PIPE SLEEVE (OPTIONAL)
AutoCAD SHX Text
4" SCH-40 PIPE GLUED JOINTS
AutoCAD SHX Text
3.5" FEMALE FOOTLOOSE SEWER CAPS, AS MANUFACTURED BY ENVIRO DESIGN PRODUCTS OR EQUAL.
AutoCAD SHX Text
5.
AutoCAD SHX Text
5.
AutoCAD SHX Text
6.
AutoCAD SHX Text
SCHEDULE 40 OR 80 PIPE SHALL BE USED FOR VERTICAL RISER & TRAP.
AutoCAD SHX Text
6.
AutoCAD SHX Text
HEIGHT ABOVE GRADE PER SEWER CAP MANUFACTURES RECOMMENDATIONS
AutoCAD SHX Text
DUE TO SEASONAL USE, SEWERS SHOULD BE PROTECTED TO PREVENT FREEZE/THAW CYCLES FROM SEPARATING PIPE JOINTS.
AutoCAD SHX Text
7.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
19
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
EXISTING MANHOLE WITH ADJUSTING RINGS AND
POOR VERTICAL ALIGNMENT (SECTIONAL VIEW)
STEP #1 - CHIMNEY REMOVAL/PREPARATION
CHIMNEY REMOVED (SECTIONAL VIEW)
LEGEND
MANHOLE CHIMNEY RECONSTRUCTION PAGE 1 OF 3
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICT
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
AGGREGATE
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SOIL
AutoCAD SHX Text
AGGREGATE
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SOIL
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
AGGREGATE
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SOIL
AutoCAD SHX Text
AGGREGATE
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SOIL
AutoCAD SHX Text
= CONCRETE
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
-PRECAUTIONS MUST BE TAKEN TO PREVENT DEBRIS FROM ENTERING THE MANHOLE DURING THE ENTIRE REMOVAL AND RECONSTRUCTION PROCESS. THIS WILL PREVENT THE POSSIBILITY OF PLUGGED SEWERS, INTERRUPTIONS IN SEWAGE FLOW AND TIME REQUIRED TO REMOVE THE DEBRIS AFTER CONSTRUCTION. -CUT AND REMOVE THE ASPHALT PAVEMENT, AROUND THE EXISTING MANHOLE CASTING, IN A CIRCULAR FASHION WITH A MINIMUM DIAMETER OF 54" AND CENTERED ABOUT THE CASTING. DISPOSE OF THE ASPHALT. -REMOVE THE EXISTING MANHOLE FRAME AND COVER, RETURN TO DISTRICT. A NEW FRAME AND COVER SHALL BE USED. WHEN A 27" PIPE IS NEEDED, RISER FRAMES AND 27" PIPE IS NEEDED, RISER FRAMES AND PIPE IS NEEDED, RISER FRAMES AND COVERS SHALL BE EQUAL TO NEENAH NO. R-1772 OR EAST JORDAN IRON WORKS NO. 1020. WHEN A 30" RISER PIPE IS NEEDED, FRAMES AND COVERS SHALL BE EQUAL TO 30" RISER PIPE IS NEEDED, FRAMES AND COVERS SHALL BE EQUAL TO RISER PIPE IS NEEDED, FRAMES AND COVERS SHALL BE EQUAL TO NEENAH NO. R-1642 OR EAST JORDAN IRON WORKS NO. 1040. LID SHALL BE SANITARY LETTERED SOLID NON-VENTED, SELF-SEALING W/ GASKET AND NON-BOLTED LIDS. -REMOVE ALL ADJUSTING RINGS TO THE TOP OF THE CONCRETE CONE. DISPOSE OF THIS MATERIAL. -REMOVE ALL AGGREGATE AROUND THE MANHOLE THAT HAS BEEN EXPOSED BY THE ASPHALT REMOVAL AND DISPOSE OF THIS AGGREGATE. THE AGGREGATE MUST BE REMOVED TO A MINIMUM OF 3" BELOW THE LEVEL OF THE TOP OF THE CONCRETE CONE. -CLEAN AND INSPECT THE TOP SURFACE OF THE CONCRETE CONE. THE SURFACE SHOULD BE SMOOTH AND FREE OF BUMPS AND PITS THAT MAY PREVENT A GOOD WATER TIGHT SEAL. GRIND THE SURFACE AS NEEDED TO REMOVE PROTRUSIONS. UTILIZE COMPRESSED AIR TO BLOW DUST AND DEBRIS FROM THE SURFACE AFTER GRINDING. CLEAN THE SURFACE WITH ACETONE. UTILIZE A HYDRAULIC CEMENT, ACCORDING TO MANUFACTURERS RECOMMENDATIONS, TO FILL IN DEPRESSIONS.
AutoCAD SHX Text
3" MIN.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
20
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
LEGEND
®
CHIMNEY REMOVED (SECTIONAL VIEW)
CHIMNEY RECONSTRUCTION (SECTIONAL VIEW)
STEP #2 - CHIMNEY RECONSTRUCTION
MANHOLE CHIMNEY RECONSTRUCTION PAGE 2 OF 3
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICT
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
AGGREGATE
AutoCAD SHX Text
SOIL
AutoCAD SHX Text
AGGREGATE
AutoCAD SHX Text
SOIL
AutoCAD SHX Text
= CONCRETE
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text
= EPOXY COATED #4 REBAR
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
= VYLON PIPE
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
(SPECIFICATIONS ON SHEET 900-22)
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
TOP OF CASTING = PAVEMENT
AutoCAD SHX Text
ELEVATION MINUS 1/4"
AutoCAD SHX Text
= ODOT #57 AGGREGATE
AutoCAD SHX Text
= WATERSTOP
AutoCAD SHX Text
- BRING THE AREA AROUND THE CONE BACK TO FLUSH WITH THE TOP OF THE CONE USING BRING THE AREA AROUND THE CONE BACK TO FLUSH WITH THE TOP OF THE CONE USING ODOT #57 AGGREGATE. THIS AGGREGATE LAYER IS INTENDED TO LESSEN THE EFFECTS OF FREEZE/THAW ON THE CONCRETE COLLAR BY PROVIDING VOIDS FOR EXCESS WATER TO EXPAND INTO IF SUBJECTED TO FREEZING CONDITIONS. MANHOLES WITH EXCESSIVE FREE WATER AROUND THEM MUST BE REMEDIATED ON A CASE BY CASE BASIS TO FURTHER PREVENT FREEZE/THAW PROBLEMS FROM OCCURRING. - A VYLON®PIPE SHALL BE USED AS A CHIMNEY LINER AND MUST BE CUT TO THE EXACT A VYLON®PIPE SHALL BE USED AS A CHIMNEY LINER AND MUST BE CUT TO THE EXACT PIPE SHALL BE USED AS A CHIMNEY LINER AND MUST BE CUT TO THE EXACT PROFILE OF THE ROAD IN ALL DIRECTIONS SUCH THAT WHEN THE MANHOLE RIM AND COVER ARE RESTING ON TOP OF THE LINER, THE TOP OF THE CASTING SHALL BE EXACTLY 0.25" BELOW FLUSH WITH THE PAVEMENT SURFACE IN ALL DIRECTIONS. - THE LINER SHALL BE MARKED IN SUCH A WAY, UPON COMPLETION OF THE CUTTING THE LINER SHALL BE MARKED IN SUCH A WAY, UPON COMPLETION OF THE CUTTING PROCESS, THAT ROTATION DOES NOT OCCUR, WHICH COULD BE DETRIMENTAL TO THE END PRODUCT. THE TOP AND/OR BOTTOM OF THE LINER SHALL ALSO BE MARKED TO PREVENT THE LINER FROM BEING INSTALLED UP SIDE DOWN, WHICH COULD BE DETRIMENTAL TO THE END PRODUCT. - APPLY A LIBERAL AMOUNT OF WHITE SOLAR SEAL #900 ADHESIVE/SEALANT OR EQUIVALENT APPLY A LIBERAL AMOUNT OF WHITE SOLAR SEAL #900 ADHESIVE/SEALANT OR EQUIVALENT PRODUCT TO THE BOTTOM OF THE LINER AND SET IN PLACE ON TOP OF THE CONCRETE CONE WHILE MAKING SURE IT IS PROPERLY ALIGNED. SOLAR SEAL IS MANUFACTURED BY NPC COLORED SEALANTS. THIS WILL CREATE A WATER TIGHT SEAL BETWEEN THE LINER AND THE CONCRETE CONE. - APPLY A LIBERAL AMOUNT OF WHITE SOLAR SEAL #900 ADHESIVE/SEALANT TO THE TOP OF APPLY A LIBERAL AMOUNT OF WHITE SOLAR SEAL #900 ADHESIVE/SEALANT TO THE TOP OF THE LINER. SET THE MANHOLE RIM CASTING ON THE LINER WHILE MAKING SURE IT IS PROPERLY ALIGNED. THIS WILL CREATE A WATER TIGHT SEAL BETWEEN THE LINER AND THE MANHOLE RIM CASTING. - PLACE THE MANHOLE LID ON THE RIM CASTING TO LESSEN THE POSSIBILITY OF DEBRIS PLACE THE MANHOLE LID ON THE RIM CASTING TO LESSEN THE POSSIBILITY OF DEBRIS ENTERING THE MANHOLE. - PLACE EPOXY COATED #4 REBARS AS SHOWN BELOW. THE CIRCULAR SHAPED REBARS PLACE EPOXY COATED #4 REBARS AS SHOWN BELOW. THE CIRCULAR SHAPED REBARS SHALL HAVE A 6" MAXIMUM OVERLAP. - APPLY WATERSTOP AS SHOWN BELOW AND SPECIFIED ON SHEET 3 OF 3. THIS WILL ADD APPLY WATERSTOP AS SHOWN BELOW AND SPECIFIED ON SHEET 3 OF 3. THIS WILL ADD AN ADDITIONAL WATER TIGHT SEAL WHERE THE LINER MEETS THE CONCRETE CONE. - UTILIZE ODOT-CLASS QC CONCRETE, (WITH CONCRETE FIBERS), WITH BLACK DYE TO CAST A UTILIZE ODOT-CLASS QC CONCRETE, (WITH CONCRETE FIBERS), WITH BLACK DYE TO CAST A CONCRETE COLLAR AROUND THE RIM CASTING AND LINER. THE SURFACE OF THE CONCRETE SHALL BE FINISHED FROM FLUSH WITH THE PAVEMENT TO FLUSH WITH THE RIM CASTING. THE EDGE OF THE CONCRETE SHALL BE ROUNDED (1/4" RADIUS) WHERE IT MEETS THE ASPHALT. THIS WILL CREATE A SMALL GROOVE FOR A JOINT SEALER AT THIS LOCATION. - FILL THE GROOVE WITH A COLD POUR CRACK SEALER SUCH AS BREWER COTE BRAND LIQUID FILL THE GROOVE WITH A COLD POUR CRACK SEALER SUCH AS BREWER COTE BRAND LIQUID CRACK FILLER JETCOAT OR EQUIVALENT. THIS WILL PREVENT WATER FROM ENTERING THE CIRCULAR SEAM WHERE THE CONCRETE COLLAR MEETS THE ASPHALT. BREWER COTE LIQUID CRACK FILLER IS AVAILABLE FROM THE BREWER COMPANY OF MARKHAM, ILLINOIS. - APPLY AN ACRYLIC POLYMER CONCRETE CURING AND SEALING COMPOUND, SUCH AS APPLY AN ACRYLIC POLYMER CONCRETE CURING AND SEALING COMPOUND, SUCH AS REZ-SEAL, TO THE SURFACE OF THE CONCRETE COLLAR. REZ-SEAL IS AVAILABLE FROM THE EUCLID CHEMICAL COMPANY (WWW.EUCLIDCHEMICAL.COM). - BARRICADE THE AREA AROUND THE CONCRETE TO PROTECT IT UNTIL THE CONCRETE BARRICADE THE AREA AROUND THE CONCRETE TO PROTECT IT UNTIL THE CONCRETE ATTAINS A MODULUS OF RUPTURE OF 400 POUNDS PER SQUARE INCH. A CHEMICAL ADMIXTURE THAT ACTS AS A CONCRETE ACCELERATOR MAY BE USED TO SPEED UP THE PROCESS IF THE ROADWAY NEEDS TO BE OPENED SOONER. - IN ORDER TO MINIMIZE INCONVENIENCE TO MOTORISTS, THE CONTRACTOR PERFORMING THE IN ORDER TO MINIMIZE INCONVENIENCE TO MOTORISTS, THE CONTRACTOR PERFORMING THE WORK DESCRIBED IN THIS SPECIFICATION MUST BE CAPABLE OF PERFORMING ALL OF THE STEPS OF THIS SPECIFICATION IN 1.5 HOURS OR LESS. - THE CONTRACTOR SHALL WARRANT THE RECONSTRUCTED MANHOLE CHIMNEY TO BE LEAK THE CONTRACTOR SHALL WARRANT THE RECONSTRUCTED MANHOLE CHIMNEY TO BE LEAK FREE AND STRUCTURALLY SOUND FOR A MINIMUM OF 5 YEARS FROM THE DATE OF RECONSTRUCTION. - THE MUNICIPALITY SHALL MAINTAIN THE CRACK SEALER OVER TIME TO PREVENT WATER THE MUNICIPALITY SHALL MAINTAIN THE CRACK SEALER OVER TIME TO PREVENT WATER FROM ENTERING THE SEAM WHERE THE CONCRETE COLLAR MEETS THE ASPHALT.
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
AGGREGATE
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SOIL
AutoCAD SHX Text
AGGREGATE
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SOIL
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
3" MIN.
AutoCAD SHX Text
47"
AutoCAD SHX Text
6" MAX.
AutoCAD SHX Text
3" MIN.
AutoCAD SHX Text
3 1/2"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
2" MIN.
AutoCAD SHX Text
2" MIN.
AutoCAD SHX Text
2'-0" MAX.
AutoCAD SHX Text
#4 REBAR
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
21
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
CHIMNEY LINER SPECIFICATIONS:
WATERSTOP SPECIFICATIONS:
MANHOLE CHIMNEY RECONSTRUCTION PAGE 3 OF 3
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICT
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
THE CHIMNEY LINER SHALL BE CONSTRUCTED OF VYLON PVC SLIPLINER PIPE, OR ITS EQUIVALENT. THE CHIMNEY LINER MUST BE MADE FROM POLYVINYL CHLORIDE COMPOUNDS WHICH COMPLY WITH THE REQUIREMENTS FOR A MINIMUM CELL CLASSIFICATION OF 12364 AS DEFINED BY ASTM D-1784. THE CHIMNEY LINER MUST ALSO MEET ALL THE FOLLOWING PHYSICAL REQUIREMENTS: 1. PIPE STIFFNESS - MINIMUM PIPE STIFFNESS SHALL BE 46 PSI WHEN TESTED IN PIPE STIFFNESS - MINIMUM PIPE STIFFNESS SHALL BE 46 PSI WHEN TESTED IN ACCORDANCE WITH ASTM D-2412 2. IMPACT RESISTANCE - NO VISUAL CRACKING OR SPLITTING OF THE WATERWAY WALL IMPACT RESISTANCE - NO VISUAL CRACKING OR SPLITTING OF THE WATERWAY WALL SHALL BE EVIDENCED WHEN TESTED IN ACCORDANCE WITH ASTM D-2444 WITH A 20 LB. WEIGHT, TUP B, FLAT PLATE HOLDER B TO A LEVEL OF 220 FT. LBS. 3. FUSION QUALITY - THERE SHALL BE NO SIGN OF FLAKING OR DISINTEGRATION WHEN FUSION QUALITY - THERE SHALL BE NO SIGN OF FLAKING OR DISINTEGRATION WHEN IMMERSED IN ANHYDROUS ACETONE FOR 20 MINUTES AS DESCRIBED IN ASTM D-2152. 4. DUCTILITY - THERE SHALL BE NO EVIDENCE OF CRACKING OR SPLITTING WHEN PIPE IS DUCTILITY - THERE SHALL BE NO EVIDENCE OF CRACKING OR SPLITTING WHEN PIPE IS FLATTENED IN A CIRCUMFERENTIAL ORIENTATION BETWEEN TWO FLAT PLATES BY SIXTY PERCENT (60%) OF THE ORIGINAL DIAMETER. 5. AIR TIGHTNESS - EACH LENGTH OF PIPE SHALL PASS A FACTORY 3.5 PSI AIR TEST AS AIR TIGHTNESS - EACH LENGTH OF PIPE SHALL PASS A FACTORY 3.5 PSI AIR TEST AS DESCRIBED IN ASTM F-1803. THE WATERSTOP SHALL BE CONSTRUCTED OF WATERSTOP-RX OR SWELLSTOP 3/8" X 3/4" CONTROLLED EXPANSION WATERSTOP OR EQUIVALENT. SWELLSTOP IS AVAILABLE FROM GREENSTREAK, 3400 TREE COURT INDUSTRIAL BLVD., ST. LOUIS, MO 63122. THE WATERSTOP MUST MEET ALL OF THE FOLLOWING PHYSICAL REQUIREMENTS: 1. SPECIFIC GRAVITY - SHALL BE 1.55 +/- 5% WHEN TESTED IN ACCORDANCE WITH ASTM SPECIFIC GRAVITY - SHALL BE 1.55 +/- 5% WHEN TESTED IN ACCORDANCE WITH ASTM D-71. 2. VOLATILE MATTER - SHALL NOT EXCEED 1% WHEN TESTED IN ACCORDANCE WITH ASTM VOLATILE MATTER - SHALL NOT EXCEED 1% WHEN TESTED IN ACCORDANCE WITH ASTM D-6. 3. APPLICATION TEMPERATURE - MUST BE ABLE TO BE APPLIED FROM -10 DEGREES F TO APPLICATION TEMPERATURE - MUST BE ABLE TO BE APPLIED FROM -10 DEGREES F TO 125 DEGREES F AS A MINIMUM. 4. SERVICE TEMPERATURE - MUST BE ABLE TO FUNCTION PROPERLY IN SERVICE FROM -30 SERVICE TEMPERATURE - MUST BE ABLE TO FUNCTION PROPERLY IN SERVICE FROM -30 DEGREES F TO 180 DEGREES F AS A MINIMUM.
AutoCAD SHX Text
WORK BEING DONE IN DRAWINGS 900-20, 900-21, AND 900-22 SHALL TAKE PLACE 2 WEEKS AFTER THE FINAL COAT OF ASPHALT IS APPLIED IN NEW ROADWAYS.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
22
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
NOTES
A.
SM
M
S
V
V
V V
INSIDE WATER METER DETAIL
LOGAN COUNTY WATER
POLLUTION CONTROL DISTRICT
AutoCAD SHX Text
COMPOUND METER AND STRAINER
AutoCAD SHX Text
TEE
AutoCAD SHX Text
PROVIDE DRAIN FOR BFP.
AutoCAD SHX Text
TO CUSTOMER BFP IF NEEDED.
AutoCAD SHX Text
CENTERLINE OF METER TO BE NO MORE THAN 36" FROM THE FLOOR. B. METER MUST BE MOUNTED HORIZONTALLY. METER MUST BE MOUNTED HORIZONTALLY. C. FULL FACE FLANGE GASKETS AND STAINLESS STEEL OR BRASS NUTS AND FULL FACE FLANGE GASKETS AND STAINLESS STEEL OR BRASS NUTS AND BOLTS TO BE USED. D. ALL PIPING TO BE THOROUGHLY SUPPORTED. ALL PIPING TO BE THOROUGHLY SUPPORTED. E. THE LCWPCD IS NOT RESPONSIBLE FOR MAINTENANCE OF INSIDE PLUMBING.THE LCWPCD IS NOT RESPONSIBLE FOR MAINTENANCE OF INSIDE PLUMBING.
AutoCAD SHX Text
5X PIPE DIAMETER
AutoCAD SHX Text
MINIMUM
AutoCAD SHX Text
F. PROVIDE THREE (18-22 GAUGE) CONDUCTOR WIRE TO OUTSIDE PROVIDE THREE (18-22 GAUGE) CONDUCTOR WIRE TO OUTSIDE OF BUILDING AT AN APPROVED LOCATION. G. BYPASS VALVE SHALL BE LOCKABLE. BYPASS VALVE SHALL BE LOCKABLE. H. LOCAL MUNICIPALITY STANDARDS WILL SUPERCEDE LCPWCD . LOCAL MUNICIPALITY STANDARDS WILL SUPERCEDE LCPWCD DETAILS IF APPLICABLE.
AutoCAD SHX Text
= METER
AutoCAD SHX Text
= STRAINER
AutoCAD SHX Text
= BALL VALVE
AutoCAD SHX Text
TEE
AutoCAD SHX Text
SEALED CLOSED WITH SECURITY WIRE BY LCWPCD
AutoCAD SHX Text
MIN. 12"
AutoCAD SHX Text
SEALED CLOSED WITH SECURITY WIRE BY LCWPCD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
PAGE No.
AutoCAD SHX Text
23
AutoCAD SHX Text
900-
AutoCAD SHX Text
JAN. 2018
AutoCAD SHX Text
REVISIONS:
ELECTRICAL NOTES
LIFT STATION CONTROL PANEL BOARD
PLAN OF LIFT STATION AND VALVE PIT
ELECTRIC TRENCH DETAIL
SHEET NUMBER
TY
PIC
AL
P
UM
P S
TA
TIO
N P
LA
N
LO
GA
N C
OU
NT
Y W
AT
ER
P
OL
LU
TIO
N C
ON
TR
OL
D
IS
TR
IC
T
LIF
T S
TA
TIO
N S
TA
ND
AR
D D
RA
WIN
GS
ww
w.CH
OICEO
NEEN
GIN
EERIN
G.com
SID
NEY, O
HIO
937.497.0200
LO
VELAN
D, O
HIO
513.239.8554
PO
RTLAN
D, IN
DIAN
A 260.766.2500
APPROVED DATE
REVISIONS
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
VERT. STAINLESS STEEL STRUTS BURIED IN CONCRETE TO BELOW FROST DEPTH
AutoCAD SHX Text
MAIN BREAKER PANEL "MBP1" 200A/480-277V 3P4W, 35kAIC, W/ INTEGRAL 160KA SPD
AutoCAD SHX Text
HORZ. ALUMINUM OR S/S STRUTS (TYP)
AutoCAD SHX Text
MANUAL TRANSFER SWITCH
AutoCAD SHX Text
NEMA 4 S.S. MBP1
AutoCAD SHX Text
#2 BARE COPPER GROUND RODGROUND ROD
AutoCAD SHX Text
NEMA 4 S.S. M.P.Z..
AutoCAD SHX Text
PUMP CONTROL PANEL (BY PUMP MFR)
AutoCAD SHX Text
MEYERS HUBS (TYP FOR ALL CONDUITS.)
AutoCAD SHX Text
TO JUNCTION BOX ON WET WELL TOP
AutoCAD SHX Text
3" PVC CONDUIT
AutoCAD SHX Text
W/P CAST RECEPTACLE
AutoCAD SHX Text
SENSAPHONE MODEL 4100 TELEMETRY SYSTEM
AutoCAD SHX Text
INTERFACE DEVICE AND SERVICE BY LOCAL UTILITY. CONNECT TO CONTROL AND MONITORING UNIT BY CONTRACTOR
AutoCAD SHX Text
1.ELECTRIC HOOKUP TO BE COORDINATED BY CONTRACTOR WITH LOGAN COUNTY COOPERATIVE POWER & LIGHT ASSN. INC. 2.TELEPHONE HOOK-UP TO BE COORDINATED BY CONTRACTOR
AutoCAD SHX Text
***
AutoCAD SHX Text
*** PROVIDE RECEPTACLE AND MALE INLET FOR GENERATOR CONNECTION:MELTRIC CAT# 39-94247-KO4 W/ BOX 39-9AO53-080-2 AND 39-98247-KO4 W/9H2-CG1124AM OR EQUAL
AutoCAD SHX Text
LED LUMINAIRE, RAB-CAT#WPLED20 (OR EQUAL). FEED FROM PANEL R-1. LUMINAIRE SHALL BE A MINIMUM OF 10' ABOVE FINAL GRADE.
AutoCAD SHX Text
MAG METER REMOTE DISPLAY (PROVIDED BY MANUFACTURER)
AutoCAD SHX Text
3-PHASE POWER FEED (UNLESS WAIVED, IN WRITING, BY DISTRICT DIRECTOR)
AutoCAD SHX Text
NEMA 4 S.S. M.T.S.
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NEMA 4X S.S.
AutoCAD SHX Text
ALARM LIGHT
AutoCAD SHX Text
WP ENCLOSURE
AutoCAD SHX Text
MINI-POWER ZONE "R1" SQ.D CAT# MPZB7S40FSS (OR EQUAL)
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
TO MAG METER IN VALVE VAULT
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
HINGE SIDE
AutoCAD SHX Text
JUNCTION BOX FOR PUMP CONTROLS
AutoCAD SHX Text
HINGE SIDE
AutoCAD SHX Text
3" DRAIN PIPE
AutoCAD SHX Text
UNDER GROUND ELECTRIC IN RIGID CONDUIT W/MARKER TAPE
AutoCAD SHX Text
THE FINAL LOCATION ALL COMPONENTS IN THE WET WELL AND VALVE PIT WILL SHALL BE VERIFIED BY THE LCWPCD PRIOR TO ORDERING MATERIALS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST FOR REVIEW AND APPROVAL BY THE LCWPCD PRIOR TO ORDERING ANY MATERIALS.
AutoCAD SHX Text
**
AutoCAD SHX Text
**
AutoCAD SHX Text
FINAL LOCATION OF PANEL AND PANEL COMPONENTS SHALL BE APPROVED BY THE LCWPCD PRIOR TO CONSTRUCTION.
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
CROSS
AutoCAD SHX Text
5
AutoCAD SHX Text
90%%D BEND
AutoCAD SHX Text
4
AutoCAD SHX Text
PLUG VALVE VAL-MATIC OR APPROVED EQUAL
AutoCAD SHX Text
3
AutoCAD SHX Text
CHECK VALVE VAL-MATIC OR APPROVED EQUAL
AutoCAD SHX Text
2
AutoCAD SHX Text
NTS
AutoCAD SHX Text
SYM. DESCRIPTION
AutoCAD SHX Text
DRESSER COUPLING
AutoCAD SHX Text
1
AutoCAD SHX Text
ACCESS DOOR
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
FLOATS & HANGER
AutoCAD SHX Text
FURNISHED BY
AutoCAD SHX Text
PUMP MANUFACTURER
AutoCAD SHX Text
3" S.S. CONDUIT
AutoCAD SHX Text
DIP CLASS 53 (SIZE VARIES)
AutoCAD SHX Text
11 1/4%%D BENDS
AutoCAD SHX Text
11 1/4%%D BENDS
AutoCAD SHX Text
A-LOK
AutoCAD SHX Text
A-LOK GASKET
AutoCAD SHX Text
4
AutoCAD SHX Text
ALUMINUM
AutoCAD SHX Text
4
AutoCAD SHX Text
DIP CLASS 53 (SIZE VARIES)
AutoCAD SHX Text
304 STAINLESS STEEL CONTROL PANEL 72"Hx72"Wx18"D
AutoCAD SHX Text
7'x2' CONCRETE SLAB 4" THICK
AutoCAD SHX Text
6
AutoCAD SHX Text
MAG METER
AutoCAD SHX Text
6
AutoCAD SHX Text
42"
AutoCAD SHX Text
18"
AutoCAD SHX Text
8"
AutoCAD SHX Text
MARKER TAPE
AutoCAD SHX Text
PVC CONDUIT
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
SEEDING AND MULCHING
AutoCAD SHX Text
FORCEMAIN (SIZE VARIES)
AutoCAD SHX Text
QUICK DISCONNECT ASSEMBLY (COORDINATE WITH LOGAN COUNTY WATER POLLUTION CONTROL DISTRICT FOR THE FINAL LOCATION AND CONNECTION TYPES)
AutoCAD SHX Text
GASKETS
AutoCAD SHX Text
EMERGENCY DISCHARGE PIPING
AutoCAD SHX Text
EMERGENCY DISCHARGE PIPING
AutoCAD SHX Text
X=2 x DIA. MIN. OR PER MAG METER MANUFACTURER Y=1 x DIA. MIN. OR PER MAG METER MANUFACTURER
AutoCAD SHX Text
PRESSURE TRANSDUCER
AutoCAD SHX Text
2" CONDUIT TO MAG METER REMOTE DISPLAY (LOCATED IN CONTROL PANEL)
AutoCAD SHX Text
2" CONDUIT FOR ELECTRICAL FEED TO MAG METER AND PRESSURE TRANSDUCER
AutoCAD SHX Text
2" CONDUIT FOR PRESSURE TRANSDUCER (RUN TO PLC)
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
10'x7' PAD FOR PORTABLE OR PERMANENT GODWIN STANDBY PUMP CONCRETE PAD MAY OR MAY NOT BE NEEDED BASED ON PERMANENT PUMP REQUIREMENTS.
AutoCAD SHX Text
QUICK DISCONNECT ASSEMBLY (COORDINATE WITH LOGAN COUNTY WATER POLLUTION CONTROL DISTRICT FOR THE FINAL LOCATION AND CONNECTION TYPES)
AutoCAD SHX Text
ALL CONDUIT SHALL BE RIGID GALV. STEEL OR AS NOTED IN THE DRAWINGS. ALL BURIED CONDUIT SHALL HAVE A MINIMUM OF 36" OF COVER WITH MARKER TAPE. ALL ENCLOSURES SHALL BE NEMA 4 OR 4X. THE CONTRACTOR SHALL BE RESPONSIBLE TO GET ANY NECESSARY AND REQUIRED ELECTRIC PERMITS FROM THE STATE OF OHIO, ELECTRIC COMPANY, AND ANY OTHER AGENCY. THE CONTRACTOR WILL ALSO SUPPLY ANY NECESSARY OR ADDITIONAL INFORMATION OR DRAWINGS REQUIRED FOR THEIR APPROVAL. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, THE NATIONAL ELECTRICAL SAFETY CODE, APPLICABLE CODES OF THE NATIONAL FIRE PROTECTION ASSOCIATES, THE OHIO BASIC BUILDING CODE, ALL LOCAL STATE AND FEDERAL SAFETY REGULATIONS / LAWS AND ORDINANCES AND ALL OTHER PUBLIC AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL SUPPLY AN ARC FLASH ANALYSIS REPORT OF THE ELECTRICAL SYSTEMS AFTER THE INSTALLATION HAS BEEN COMPLETED AND EVALUATED.
AutoCAD SHX Text
JUNCTION BOX FOR LEVEL TRANSDUCER
AutoCAD SHX Text
CHLORINE INJECTION POINT
AutoCAD SHX Text
7
AutoCAD SHX Text
TEE W/ 6" BRANCH, 6" BLIND FLANGE W/ 2"
AutoCAD SHX Text
7
AutoCAD SHX Text
THREADED HOLE, 2" BRASS FULL-PORT BALL VALVE
AutoCAD SHX Text
PROVIDE CORD HANGERS AS NEEDED TO REACH JUNCTION BOX
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
VALVE EXTENSION, TRUMBULL OR EQUAL
AutoCAD SHX Text
8
AutoCAD SHX Text
A-LOK
AutoCAD SHX Text
GASKETS
AutoCAD SHX Text
HINGE SIDE
AutoCAD SHX Text
HINGE SIDE
AutoCAD SHX Text
INLET PIPE ENTRY AREA
AutoCAD SHX Text
INLET PIPE (SIZE VARIES)
AutoCAD SHX Text
A-LOK
AutoCAD SHX Text
GASKETS
AutoCAD SHX Text
A-LOK GASKETS
AutoCAD SHX Text
A-LOK GASKETS
AutoCAD SHX Text
901-1
AutoCAD SHX Text
XX-XX-2017
1. 2. 3. 4. 5. 6.
SECTION OF LIFT STATION AND VALVE PIT
RISER SECTION NOTES
NOTE
1.
2.
3.
4.
PUMP STATION NOTES
SHEET NUMBER
TY
PIC
AL
W
ET
W
EL
L A
ND
V
AL
VE
V
AU
LT
S
EC
TIO
N V
IE
W
LO
GA
N C
OU
NT
Y W
AT
ER
P
OL
LU
TIO
N C
ON
TR
OL
D
IS
TR
IC
T
LIF
T S
TA
TIO
N S
TA
ND
AR
D D
RA
WIN
GS
ww
w.CH
OICEO
NEEN
GIN
EERIN
G.com
SID
NEY, O
HIO
937.497.0200
LO
VELAN
D, O
HIO
513.239.8554
PO
RTLAN
D, IN
DIAN
A 260.766.2500
APPROVED DATE
REVISIONS
AutoCAD SHX Text
ALUMINUM ACCESS DOOR, WITH PROTECTIVE GRATING AND REMOVABLE CENTER BAR. CENTER DOOR OVER PUMPS. THE HATCH SIZE WILL VARY BASED ON SIZE OF THE WET WELL, BUT MUST BE LARGE ENOUGH TO FIT 38" DIAMETER MAN BASKET AND HAVE A MINIMUM OF 18" CLEARANCE AROUND THE PUMPS.
AutoCAD SHX Text
(2) 6" STAINLESS STEEL MUSHROOM VENTS W/SCREEN
AutoCAD SHX Text
PIPE IS TO BE BEDDED WITH ODOT 703.11 TYPE 3 (NATURAL #57 OR #67 STONE) TO 6" ABOVE THE PIPE. BACKFILL WITH LIMESTONE GRAVEL (#57 OR #67) TO GROUND LEVEL.
AutoCAD SHX Text
(2) NEMA 3R STAINLESS STEEL JUNCTION BOX WITH CONDUIT SEALOFF TO WET WELL
AutoCAD SHX Text
ALL OUTSIDE JOINTS SHALL BE WRAPPED WITH TWO- PLY, CROSS-LINKED, CROSS-LAMINATED POLYOLEFIN CON WRAP BARRIER BY CONCRETE SEALANTS OR EQUAL, A MINIMUM OF 6" EACH SIDE OF JOINT.
AutoCAD SHX Text
CONCRETE 5,000 PSI @ 28 DAYS AIR: 6% ± 2%.REINFORCING: ASTM A-615 GRADE 60 1" CLEAR COVER ALL FACES. REBAR IN CORNERS SHALL BE CONTINUOUS.. PRECAST SHALL BE MANUFACTURED BY NCI.
AutoCAD SHX Text
**
AutoCAD SHX Text
**
AutoCAD SHX Text
STANDARD PRECAST
AutoCAD SHX Text
SECTIONS CONFORMING
AutoCAD SHX Text
TO ASTM C-478
AutoCAD SHX Text
RAILS
AutoCAD SHX Text
STAINLESS
AutoCAD SHX Text
STAINLESS
AutoCAD SHX Text
STEEL CHAIN
AutoCAD SHX Text
SLOPE 1/4"/1'
AutoCAD SHX Text
3" %%C CHECK VALVE
AutoCAD SHX Text
3" PVC SCHEDULE 40 DRAIN PIPE
AutoCAD SHX Text
SLOPE FLOOR 1/4"/1'
AutoCAD SHX Text
UNDER ALL VALVES AND
AutoCAD SHX Text
NOTE: PLACE PIPE SUPPORTS
AutoCAD SHX Text
FLOAT SWITCHES
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
ELEV.
AutoCAD SHX Text
HIGH LEVEL ALARM
AutoCAD SHX Text
LAG PUMP ON
AutoCAD SHX Text
LEAD PUMP ON
AutoCAD SHX Text
PUMPS OFF
AutoCAD SHX Text
TBD
AutoCAD SHX Text
NTS
AutoCAD SHX Text
STEEL GUIDE
AutoCAD SHX Text
8"
AutoCAD SHX Text
OTHER AREAS IN NEED
AutoCAD SHX Text
OF SUPPORT
AutoCAD SHX Text
A-LOK GASKETS
AutoCAD SHX Text
STONE BEDDING ON BOTTOM
AutoCAD SHX Text
A-LOK GASKET
AutoCAD SHX Text
TO CONTROL PANEL
AutoCAD SHX Text
3" S.S. CONDUIT
AutoCAD SHX Text
PUMP CORDS
AutoCAD SHX Text
A-LOK GASKETS
AutoCAD SHX Text
REDUCER
AutoCAD SHX Text
DIP CL 53
AutoCAD SHX Text
DIP CLASS 53
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3" SEAL-OFF
AutoCAD SHX Text
90%%D BASE TEE
AutoCAD SHX Text
ANCHOR TO WET
AutoCAD SHX Text
WELL BOTTOM
AutoCAD SHX Text
DISCHARGE PIPE
AutoCAD SHX Text
DIP CLASS 53
AutoCAD SHX Text
LEVEL TRANSDUCER
AutoCAD SHX Text
THIS DOCUMENT SHOWS GENERAL REQUIREMENTS AND GUIDANCE FOR THE DESIGN OF LIFT STATIONS. EXACT SIZE AND LAYOUT OF STRUCTURES AND COMPONENTS WILL BE DETERMINED BY DESIGN REQUIREMENTS AND DETAILED ON THE SITE PLAN SUBMITTAL.
AutoCAD SHX Text
ALUMINUM ACCESS DOOR, WITH PROTECTIVE GRATING AND REMOVABLE CENTER BAR. HATCH SIZE WILL VARY BASED ON SIZE OF THE DRY WELL, BUT MUST BE LARGE ENOUGH TO FIT 38" DIAMETER MAN BASKET.
AutoCAD SHX Text
EMERGENCY DISCHARGE PIPING
AutoCAD SHX Text
EMERGENCY DISCHARGE PIPING
AutoCAD SHX Text
DIP CL 53
AutoCAD SHX Text
STIFFENER BRACKET EVERY 10 VERT. FEET (PER MANUFACTURER'S SPECIFICATIONS)
AutoCAD SHX Text
INLET PIPE (SIZE VARIES) INVERT ELEVATION TO BE AT OR ABOVE HIGH LEVEL ALARM ELEVATION
AutoCAD SHX Text
FLOATS & HANGER FURNISHED BY PUMP MANUFACTURER. ENSURE HANGER IS ACCESSIBLE FROM ACCESS HATCH
AutoCAD SHX Text
CROSS
AutoCAD SHX Text
5
AutoCAD SHX Text
90%%D BEND
AutoCAD SHX Text
4
AutoCAD SHX Text
PLUG VALVE VAL-MATIC OR APPROVED EQUAL
AutoCAD SHX Text
3
AutoCAD SHX Text
CHECK VALVE VAL-MATIC OR APPROVED EQUAL
AutoCAD SHX Text
2
AutoCAD SHX Text
SYM. DESCRIPTION
AutoCAD SHX Text
DRESSER COUPLING
AutoCAD SHX Text
1
AutoCAD SHX Text
MAG METER
AutoCAD SHX Text
6
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
P-TRAP
AutoCAD SHX Text
QUICK DISCONNECT ASSEMBLY (COORDINATE WITH LOGAN COUNTY WATER POLLUTION CONTROL DISTRICT FOR THE FINAL LOCATION AND CONNECTION TYPES)
AutoCAD SHX Text
QUICK DISCONNECT ASSEMBLY (COORDINATE WITH LOGAN COUNTY WATER POLLUTION CONTROL DISTRICT FOR THE FINAL LOCATION AND CONNECTION TYPES)
AutoCAD SHX Text
66" GREEN RHINO ULTIMATE LOCATING POST W/ SEWER WARNING DECAL TERMINATE FORCE MAIN TRACER WIRE
AutoCAD SHX Text
3
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
VALVE EXTENSION, TRUMBULL OR EQUAL
AutoCAD SHX Text
8
AutoCAD SHX Text
VALVE EXTENSIONS TO BE EXTENDED INTO TOP SLAB
AutoCAD SHX Text
4" MIN. HOLE COREDTROUGH TOP SLAB
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
4" MIN. HOLE CAP
AutoCAD SHX Text
9
AutoCAD SHX Text
TEE W/ 6" BRANCH, 6" BLIND FLANGE W/ 2"
AutoCAD SHX Text
7
AutoCAD SHX Text
THREADED HOLE, 2" BRASS FULL-PORT BALL VALVE
AutoCAD SHX Text
7
AutoCAD SHX Text
ALL DUCTILE IRON PIPE AND FITTINGS TO BE PROTECTO 401 LINED. THE CONCRETE FOR THE WET WELL AND RECEIVING MANHOLE SHALL HAVE XYPEX ADMIX C-500 ADDITIVE, OR APPROVED EQUAL, ADDED TO THE CONCRETE. THE WET WELL AND RECEIVING MANHOLE SHALL RECEIVE A WHITE URETHANE COATING, WASSER MC-URETHANE, OR APPROVED EQUAL. SITE IS TO BE ACCESSIBLE DURING THE 100 YEAR FLOOD EVENT. THE SITE GRADE IS TO BE AT OR ABOVE THE 100 YEAR FLOOD ELEVATION THROUGHOUT THE SITE. THE WET WELL AND VALVE VAULT TOP ELEVATIONS ARE TO BE A MINIMUM OF 1' ABOVE THE 100 YEAR FLOOD ELEVATION.
AutoCAD SHX Text
TBD
AutoCAD SHX Text
TBD
AutoCAD SHX Text
TBD
AutoCAD SHX Text
**
AutoCAD SHX Text
A-LOK
AutoCAD SHX Text
GASKETS
AutoCAD SHX Text
** A-LOK GASKETS MUST BE USED AT ALL A-LOK GASKETS MUST BE USED AT ALL PROTRUSIONS THROUGH THE SIDE OF THE WET WELL AND VALVE VAULT, UNLESS OTHERWISE SPECIFIED.
AutoCAD SHX Text
GROUT HOLE
AutoCAD SHX Text
901-2
AutoCAD SHX Text
XX-XX-2017
SUBMITTALS FOR THE LIFT STATION DESIGN INCLUDE:
NOTES
LIFT STATION GRAVEL ACCESS DRIVE
LEGEND
PROPOSED EASEMENT
PROPOSED SECURITY FENCING
SHEET NUMBER
APPROVED DATE
REVISIONS
TY
PIC
AL
L
IF
T S
TA
TIO
N S
IT
E P
LA
N
LO
GA
N C
OU
NT
Y W
AT
ER
P
OL
LU
TIO
N C
ON
TR
OL
D
IS
TR
IC
T
LIF
T S
TA
TIO
N S
TA
ND
AR
D D
RA
WIN
GS
ww
w.CH
OICEO
NEEN
GIN
EERIN
G.com
SID
NEY, O
HIO
937.497.0200
LO
VELAN
D, O
HIO
513.239.8554
PO
RTLAN
D, IN
DIAN
A 260.766.2500
AutoCAD SHX Text
12'-0" MIN.
AutoCAD SHX Text
INLET PIPE (SIZE VARIES)
AutoCAD SHX Text
THIS DOCUMENT SHOWS GENERAL REQUIREMENTS AND GUIDANCE FOR THE DESIGN OF LIFT STATIONS. EXACT SIZE AND LAYOUT OF STRUCTURES AND COMPONENTS WILL BE DETERMINED BY DESIGN REQUIREMENTS AND DETAILED ON THE SITE PLAN SUBMITTAL. -DETAILED LIFT STATION PLAN FOR EACH LIFT STATION -LIFT STATION SECTION DETAIL, INCLUDING WET WELL LEVEL SETTINGS -LIFT STATION SITE PLAN -DESIGN CALCULATIONS -PUMP SPECIFICATIONS, INCLUDING PUMP CURVES -BOUYANCY CALCULATIONS FOR THE WET WELL AND VALVE VAULT SITE PLAN MUST CONFORM TO LOCAL ZONING REGULATIONS. SITE IS TO BE ACCESSIBLE DURING THE 100 YEAR FLOOD EVENT. THE SITE GRADE IS TO BE AT OR ABOVE THE 100 YEAR FLOOD ELEVATION THROUGHOUT THE SITE. THE WET WELL AND VALVE VAULT TOP ELEVATIONS ARE TO BE A MINIMUM OF 1' ABOVE THE 100 YEAR FLOOD ELEVATION.
AutoCAD SHX Text
25' MIN.
AutoCAD SHX Text
Ex. R/W
AutoCAD SHX Text
Ex. E/P
AutoCAD SHX Text
Ex. R/W
AutoCAD SHX Text
Ex. E/P
AutoCAD SHX Text
PROP. SANITARY SEWER EASEMENT
AutoCAD SHX Text
PROP. SANITARY SEWER EASEMENT
AutoCAD SHX Text
ITEM 304 - 12" AGGREGATE BASE (IN 3 EQUAL LIFTS)
AutoCAD SHX Text
10'x7' PAD FOR PORTABLE OR STANDBY PUMP AT GRADE (IF REQUIRED)
AutoCAD SHX Text
VALVE VAULT
AutoCAD SHX Text
WET WELL
AutoCAD SHX Text
FORCEMAIN (SIZE VARIES)
AutoCAD SHX Text
CONTROL PANEL
AutoCAD SHX Text
RADIO COMMUNICATIONS POLE MIN. 60' TALL
AutoCAD SHX Text
12' WIDE MIN. SLIDING GATE
AutoCAD SHX Text
12' WIDE MIN. SLIDING GATE
AutoCAD SHX Text
GRAVEL TO BE PROVIDED 2' OUTSIDE OF THE FENCE AROUND THE ENTIRE PERIMETER
AutoCAD SHX Text
INLET PIPE ENTRY AREA
AutoCAD SHX Text
MANHOLE REQUIRED OUTSIDE OF LIFT STATION
AutoCAD SHX Text
6' TALL CHAIN LINK SECURITY FENCE, WITH GREEN PLASTIC PRIVACY SLATS
AutoCAD SHX Text
CHECMICAL STORAGE AREA
AutoCAD SHX Text
901-3
AutoCAD SHX Text
XX-XX-2017