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STORM SEWER DETAILS
STRM-1 STORM MANHOLE CASTING STRM-2 CATCH BASIN/CURB BOX CASTINGS STRM-2B CATCH BASIN/CURB BOX CASTINGS – BICYCLE SAFE STRM-3 CATCH BASIN/CURB BOX CASTINGS STRM-3A CATCH BASIN CASTINGS – ADA STRM-3B CATCH BASIN CASTINGS – BICYCLE SAFE STRM-4 FABRIC WRAPPED CATCH BASIN CASTING STRM-5 STORM MANHOLE NON-PAVED AREAS STRM-5A CONCRETE ENCASED CASTING COLLAR FOR STORM MH IN ROADWAY,
WALKS, & DRIVES STRM-6 GUTTER SWALE STRM-7 GUTTER STAMP STRM-8 PRIVATE STORM SERVICE – TYPE A STRM-9 PRIVATE STORM SERVICE – TYPE B STRM-10 PRIVATE STORM SERVICE – TYPE C STRM-11 PRIVATE STORM SERVICE – TYPE D
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STORM
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WEIGHT 298 LBS
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WEIGHT 122 LBS
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TOTAL WEIGHT 420 LBS.
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MATL. GRAY IRON CLASS 35B
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SPEC. ASTM A-48-74
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NOTE: SUITABLE FOR HS25 WHEEL LOADS
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NOTE: T/CAST SHALL BE .03' BELOW FINISHED PAVEMENT SURFACE.
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DETAIL OF SPECIAL LIFT HOLE
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(1) SPECIAL OPEN LIFT HOLE
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(1) OPEN PICKHOLE 1-1/2" X 2-1/2"
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2" RAISED LETTERS FLUSH W/ LID SURFACE DESIGN
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12" DIA.
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58" DIA.
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1 " DIA.18" DIA.
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1" DIA.
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STORM MANHOLE CASTING
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STRM-1
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REVISED/APPROVED 02/01/2013
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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MADE IN USA
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MHD 816
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NOTES: 1. COMPONENT NO'S: FRAME 5002, GRATE MHD 816 (STD PLATE 4154), CURB BOX COMPONENT NO'S: FRAME 5002, GRATE MHD 816 (STD PLATE 4154), CURB BOX 823A (STD PLATE 4160). 2. MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B 3. WEIGHT: FRAME APPROX. 257#, GRATE 131#, CURB BOX 105#. WEIGHT: FRAME APPROX. 257#, GRATE 131#, CURB BOX 105#. 4. ALL GUTTERS UPSTREAM OF CATCH BASINS SHALL BE STAMPED, "NO DUMPING, ALL GUTTERS UPSTREAM OF CATCH BASINS SHALL BE STAMPED, "NO DUMPING, LEADS TO LAKE" WITH A CITY SUPPLIED STAMP.
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1 " GRATE 12" GRATE 1 " FRAME1732" FRAME
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58" DIA.
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DRILL AND TAP " - 13 NC 12" - 13 NC 34" DEEP (2 PLACES) REMOVE CAP SCREWS AFTER CONCRETE CURB HAS SET.
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(2) " DIA. HOOK HOLES34" DIA. HOOK HOLES
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(4) " DIA. HOLES 34" DIA. HOLES ON A 35 " DIA. B.C.34" DIA. B.C.
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CATCH BASIN/CURB BOX CASTINGS
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STRM-2
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REVISED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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MADE IN USA
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MH 814A
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NOTES: 1. COMPONENT NO'S: FRAME 5002, GRATE MHD 814A (STD PLATE 4152), CURB COMPONENT NO'S: FRAME 5002, GRATE MHD 814A (STD PLATE 4152), CURB BOX 823A (STD PLATE 4160). 2. MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B 3. WEIGHT: FRAME APPROX. 257#, GRATE 131#, CURB BOX 105#. WEIGHT: FRAME APPROX. 257#, GRATE 131#, CURB BOX 105#. 4. ALL GUTTERS UPSTREAM OF CATCH BASINS SHALL BE STAMPED, "NO DUMPING, ALL GUTTERS UPSTREAM OF CATCH BASINS SHALL BE STAMPED, "NO DUMPING, LEADS TO LAKE" WITH A CITY SUPPLIED STAMP.
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1 " GRATE 12" GRATE 1 " FRAME1732" FRAME
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58" DIA.
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DRILL AND TAP " - 13 NC 12" - 13 NC 34" DEEP (2 PLACES) REMOVE CAP SCREWS AFTER CONCRETE CURB HAS SET.
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(2) " DIA. HOOK HOLES34" DIA. HOOK HOLES
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(4) " DIA. HOLES 34" DIA. HOLES ON A 35 " DIA. B.C.34" DIA. B.C.
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CATCH BASIN/CURB BOX CASTINGS - BICYCLE SAFE
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STRM-2B
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REVIEWED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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MADE IN USA
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MHD 816
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NOTES: 1. COMPONENT NO'S: FRAME 5005, GRATE 816 (STD PLATE 4154). COMPONENT NO'S: FRAME 5005, GRATE 816 (STD PLATE 4154). 2. MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B 3. WEIGHT: FRAME 262#; GRATE 131# WEIGHT: FRAME 262#; GRATE 131# 4. ALL GUTTERS UPSTREAM OF CATCH BASINS SHALL BE STAMPED, "NO DUMPING, LEADS TO ALL GUTTERS UPSTREAM OF CATCH BASINS SHALL BE STAMPED, "NO DUMPING, LEADS TO LAKE" WITH A CITY SUPPLIED STAMP.
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FRAME OPENING
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(4) " DIA. HOLES 34" DIA. HOLES ON A 35 " DIA. B.C.34" DIA. B.C.
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(2) " DIA. HOOK HOLES34" DIA. HOOK HOLES
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CATCH BASIN CASTINGS
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STRM-3
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REVISED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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NOTES: 1. COMPONENT NO'S: FRAME 5005, GRATE 817 (STD PLATE 4155). COMPONENT NO'S: FRAME 5005, GRATE 817 (STD PLATE 4155). 2. MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B 3. WEIGHT: FRAME 262#; GRATE 131# WEIGHT: FRAME 262#; GRATE 131# 4. ALL GUTTERS UPSTREAM OF CATCH BASINS SHALL BE STAMPED, "NO DUMPING, LEADS TO ALL GUTTERS UPSTREAM OF CATCH BASINS SHALL BE STAMPED, "NO DUMPING, LEADS TO LAKE" WITH A CITY SUPPLIED STAMP.
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CATCH BASIN CASTINGS - ADA
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STRM-3A
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REVIEWED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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FRAME OPENING
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(4) " DIA. HOLES 34" DIA. HOLES ON A 35 " DIA. B.C.34" DIA. B.C.
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MADE IN USA
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MH 817
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(2) " DIA. HOOK HOLES34" DIA. HOOK HOLES
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MADE IN USA
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NOTES: 1. COMPONENT NO'S: FRAME 5005, GRATE 814A (STD PLATE 4152). COMPONENT NO'S: FRAME 5005, GRATE 814A (STD PLATE 4152). 2. MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B 3. WEIGHT: FRAME 262#; GRATE 131# WEIGHT: FRAME 262#; GRATE 131# 4. ALL GUTTERS UPSTREAM OF CATCH BASINS SHALL BE STAMPED, "NO DUMPING, LEADS TO ALL GUTTERS UPSTREAM OF CATCH BASINS SHALL BE STAMPED, "NO DUMPING, LEADS TO LAKE" WITH A CITY SUPPLIED STAMP.
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FRAME OPENING
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(4) " DIA. HOLES 34" DIA. HOLES ON A 35 " DIA. B.C.34" DIA. B.C.
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(2) " DIA. HOOK HOLES34" DIA. HOOK HOLES
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CATCH BASIN CASTINGS - BICYCLE SAFE
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STRM-3B
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REVIEWED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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MH 814A
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C
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L
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WRAP GEOTEXTILE FABRIC (TYPE 5 NON-WOVEN) ENTIRELY AROUND HDPE ADJUSTING RINGS AND TOP OF FLANGE (TAPE IN PLACE AND BACKFILL). REQUIRED ON ALL CATCH BASINS (INCIDENTAL)
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HDPE ADJUSTING RINGS
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TRACER WIRE
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NOTE: TRACER WIRE REQUIRED ON ALL PLASTIC STORM SEWER PIPES
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FABRIC WRAPPED CATCH BASIN CASTING
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STRM-4
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REVIEWED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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TYPE 5 NON-WOVEN GEOTEXTILE FABRIC WRAP ENTIRELY AROUND, WITH 1 FT OVERLAP FROM TOP OF STRUCTURE. (TAPE TOP OF FABRIC TO CASTING THEN BACKFILL.) REQUIRED ON ALL STORM MANHOLES (INCIDENTAL)
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TRACER WIRE
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NOTE: TRACER WIRE REQUIRED ON ALL PLASTIC STORM SEWER PIPE
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TOP OF CASTING ELEVATION SHALL BE 38" BELOW FINISHED GRADE
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CASTING FLANGE TO REST DIRECTLY ON ADJUSTING RING (NO SHIMS)
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HDPE ADJUSTING RINGS AS REQUIRED
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STORM MANHOLE NON-PAVED AREAS
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STRM-5
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REVIEWED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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NOT TO SCALE
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6" MAX.
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1/4"
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NOTES: 1. CONCRETE (MIX NO. 3G52) COLLAR TO ENCASE CASTING AND CONCRETE (MIX NO. 3G52) COLLAR TO ENCASE CASTING AND ADJUSTMENT RING. 2. TRACER WIRE, IF REQUIRED, FOR PLASTIC PIPE ON PROJECT TRACER WIRE, IF REQUIRED, FOR PLASTIC PIPE ON PROJECT 3. CONCRETE COLLAR SHALL BE CIRCULAR LAYOUT. PAVEMENT AND CONCRETE COLLAR SHALL BE CIRCULAR LAYOUT. PAVEMENT AND BASE SHALL BE CUT OUT WITH ROTATING CUTTING DEVICE 4. FINISH CONCRETE EDGE WITH 1/4" RADIUS. SEAL JOINT BETWEEN FINISH CONCRETE EDGE WITH 1/4" RADIUS. SEAL JOINT BETWEEN PAVEMENT AND COLLAR. 5. MAINTAIN 3.5" COVER ON REINFORCEMENT.MAINTAIN 3.5" COVER ON REINFORCEMENT.
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WATER STOP STRIP
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6" MIN.
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SEE INSET A
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INSET A
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27"
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SEALANT
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SEALANT
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EDGE JOINT SEALANT (TYP)
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4
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ASPHALT PAVEMENT
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PVC PIPE ADJUSTMENT RING ASTM D-3034, SDR 35
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TRACER WIRE
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2
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#4 EPOXY COATED REINFORCEMENT RING (TYP)
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1
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3
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CONCRETE COLLAR
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5
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CONCRETE
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CONCRETE ENCASED CASTING COLLAR FOR STORM MH IN ROADWAY, WALKS, & DRIVES
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STRM-5A
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REVIEWED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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A
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SECTION VIEW
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SEE STANDARD PLATE 4021 FOR CATCH BASIN CONSTRUCTION DETAILS.
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PLAN VIEW
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TRAFFIC FLOW
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C
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B
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A
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A
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B
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6.0%
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11.0%
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22.0%
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C
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PAVEMENT
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PAVEMENT
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FACE GUTTER
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FACE CURB
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BACK CURB
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GUTTER SWALE
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STRM-6
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REVIEWED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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GUTTER STAMP TO BE OBTAINED FROM CITY OF DULUTH BY CONTRACTOR.
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GUTTER STAMP TO BE PLACED A MAXIMUM OF 18" FROM CATCH BASIN GRATE ON UPHILL SIDE AND CENTERED IN GUTTER
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CATCH BASIN
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TOP OF CURB/CURB LINE
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GUTTER STAMP
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STRM-7
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REVIEWED/APPROVED 02/01/2013
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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2% MINIMUM SLOPE
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VARIES
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NOTES 1. BID ITEM FOR PVC WYE INCLUDES FURNISHING AND INSTALLING WYE IN SEWER MAIN. BID ITEM FOR PVC WYE INCLUDES FURNISHING AND INSTALLING WYE IN SEWER MAIN. 2. CONNECT SEWER SERVICE INCLUDES 4" OR 6" PVC SEWER SERVICE PIPE (TO 4' FROM C/L) AND ALL FITTINGS CONNECT SEWER SERVICE INCLUDES 4" OR 6" PVC SEWER SERVICE PIPE (TO 4' FROM C/L) AND ALL FITTINGS 3. 4" OR 6" PVC SEWER SERVICE PIPE IS INTENDED FOR THE RECONSTRUCTION OF SEWER SERVICES (WHEN FOUND TO BE IN NEED BY THE 4" OR 6" PVC SEWER SERVICE PIPE IS INTENDED FOR THE RECONSTRUCTION OF SEWER SERVICES (WHEN FOUND TO BE IN NEED BY THE ENGINEER) COMPLETE IN PLACE FROM 4.0' BEYOND THE C/L OF THE SEWER MAIN TO A POINT DESIGNATED BY THE ENGINEER 4. FOR NEW SERVICES, PIPE TO STOP AT RIGHT OF WAY FOR NEW SERVICES, PIPE TO STOP AT RIGHT OF WAY 5. #12 GAUGE GREEN INSULATED COPPER TRACER WIRE SHALL BE INSTALLED WITH SEWER MAINS AND SERVICES. TRACER WIRE TERMINAL BOXES #12 GAUGE GREEN INSULATED COPPER TRACER WIRE SHALL BE INSTALLED WITH SEWER MAINS AND SERVICES. TRACER WIRE TERMINAL BOXES SHALL BE INSTALLED DIRECTLY ABOVE THE SEWER SERVICE OR AS DETERMINED BY THE ENGINEER 6. FOR SERVICES, TRACER WIRE SHALL RUN FROM THE WYE AND TERMINATE IN A FLUSH MOUNTED TRACER BOX WITH A GREEN CAST IRON FOR SERVICES, TRACER WIRE SHALL RUN FROM THE WYE AND TERMINATE IN A FLUSH MOUNTED TRACER BOX WITH A GREEN CAST IRON LOCKABLE TOP. 7. THE TRACER WIRE SHALL REMAIN CONTINUOUS TO THE GREATEST EXTENT POSSIBLE. SPLICES IN THE TRACER WIRE SHOULD BE MADE WITH THE TRACER WIRE SHALL REMAIN CONTINUOUS TO THE GREATEST EXTENT POSSIBLE. SPLICES IN THE TRACER WIRE SHOULD BE MADE WITH SPLIT BOLT CONNECTORS. WIRE NUTS SHALL NOT BE USED. A WATER-PROOF CONNECTION IS NECESSARY TO PREVENT CORROSION.
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P
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L
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EXISTING SERVICE PIPE
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NEW SERVICE ON EXISTING MAIN
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CONTRACTOR SUPPLIED MAGNETIZED TRACER BOX WITH GREEN TOP. WIRE CONNECTED TO TRACER BOX TERMINAL.
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LEAVE SLACK IN WIRE
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CONNECT TO MAIN TRACER WIRE
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PVC WYE
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TRACER WIRE
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COARSE FILTER AGGREGATE SPEC. 3149.2H3149.2H
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ANGLE VARIES TO MATCH EXISTING SERVICE PIPE
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NEOPRENE SLEEVE WITH STAINLESS STEEL BANDS ADAPT TO EXISTING PIPE MATERIAL (INCIDENTAL)
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PVC SEWER PIPE
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NEW SERVICE
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MAGNESIUM ANODE (1# MIN) REQUIRED WHERE NO TRACER IS INSTALLED ON MAIN
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PRIVATE STORM SERVICE - TYPE A
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STRM-8
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REVIEWED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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P
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L
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2% MINIMUM SLOPE
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EXISTING SERVICE PIPE
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NEW SERVICE ON EXISTING MAIN
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NEW SERVICE
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CONTRACTOR SUPPLIED MAGNETIZED TRACER BOX WITH GREEN TOP. WIRE CONNECTED TO TRACER BOX TERMINAL.
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LEAVE SLACK IN WIRE
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TRACER WIRE
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COARSE FILTER AGGREGATE SPEC. 3149.2H3149.2H
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ANGLE VARIES TO MATCH EXISTING SERVICE PIPE
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CORRUGATED HDPE OR CONCRETE STORM MAIN
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NOTES 1. PROVIDE AND INSTALL INSERTA TEE (INCIDENTAL). PROVIDE AND INSTALL INSERTA TEE (INCIDENTAL). 2. CONNECT SEWER SERVICE INCLUDES 4" OR 6" PVC SEWER SERVICE PIPE (TO 4' FROM C/L) AND ALL FITTINGS CONNECT SEWER SERVICE INCLUDES 4" OR 6" PVC SEWER SERVICE PIPE (TO 4' FROM C/L) AND ALL FITTINGS 3. 4" OR 6" PVC SEWER SERVICE PIPE IS INTENDED FOR THE RECONSTRUCTION OF SEWER SERVICES (WHEN FOUND TO BE IN NEED BY THE 4" OR 6" PVC SEWER SERVICE PIPE IS INTENDED FOR THE RECONSTRUCTION OF SEWER SERVICES (WHEN FOUND TO BE IN NEED BY THE ENGINEER) COMPLETE IN PLACE FROM 4.0' BEYOND THE C/L OF THE SEWER MAIN TO A POINT DESIGNATED BY THE ENGINEER 4. FOR NEW SERVICES, PIPE TO STOP AT RIGHT OF WAY FOR NEW SERVICES, PIPE TO STOP AT RIGHT OF WAY 5. #12 GAUGE GREEN INSULATED COPPER TRACER WIRE SHALL BE INSTALLED WITH SEWER MAINS AND SERVICES. TRACER WIRE TERMINAL BOXES #12 GAUGE GREEN INSULATED COPPER TRACER WIRE SHALL BE INSTALLED WITH SEWER MAINS AND SERVICES. TRACER WIRE TERMINAL BOXES SHALL BE INSTALLED DIRECTLY ABOVE THE SEWER SERVICE OR AS DETERMINED BY THE ENGINEER 6. FOR SERVICES, TRACER WIRE SHALL RUN FROM THE WYE AND TERMINATE IN A FLUSH MOUNTED TRACER BOX WITH A GREEN CAST IRON FOR SERVICES, TRACER WIRE SHALL RUN FROM THE WYE AND TERMINATE IN A FLUSH MOUNTED TRACER BOX WITH A GREEN CAST IRON LOCKABLE TOP. 7. THE TRACER WIRE SHALL REMAIN CONTINUOUS TO THE GREATEST EXTENT POSSIBLE. SPLICES IN THE TRACER WIRE SHOULD BE MADE WITH THE TRACER WIRE SHALL REMAIN CONTINUOUS TO THE GREATEST EXTENT POSSIBLE. SPLICES IN THE TRACER WIRE SHOULD BE MADE WITH SPLIT BOLT CONNECTORS. WIRE NUTS SHALL NOT BE USED. A WATER-PROOF CONNECTION IS NECESSARY TO PREVENT CORROSION.
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CONNECT TO MAIN TRACER WIRE
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"INSERTA TEE BELL" (INCIDENTAL)
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FLEXIBLE COUPLING WITH STAINLESS STEEL BANDS ADAPT TO EXISTING PIPE MATERIAL (INCIDENTAL)
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MAGNESIUM ANODE (1# MIN) REQUIRED WHERE NO TRACER IS INSTALLED ON MAIN
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PRIVATE STORM SERVICE - TYPE B
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STRM-9
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REVIEWED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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EXISTING SEWER PIPE
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2% MINIMUM SLOPE
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P
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L
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CONTRACTOR SUPPLIED MAGNETIZED TRACER BOX WITH GREEN TOP. WIRE CONNECTED TO TRACER BOX TERMINAL.
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LEAVE SLACK IN WIRE
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EXISTING STORM MANHOLE OR CATCH BASIN
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TRACER WIRE
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CORED HOLE W/WATER TIGHT BOOT
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COARSE FILTER AGGREGATE SPEC. 3149.2H (INCIDENTAL)3149.2H (INCIDENTAL)
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NEOPRENE SLEEVE WITH STAINLESS STEEL BANDS ADAPT TO EXISTING PIPE MATERIAL (INCIDENTAL)
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MAGNESIUM ANODE (1LB MIN.) REQUIRED WHERE NO TRACER IS INSTALLED ON MAIN (INCIDENTAL)
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NOTES 1. CONNECT SEWER SERVICE INCLUDES 4" OR 6" PVC SEWER SERVICE PIPE (TO 4' FROM STRUCTURE) AND ALL FITTINGS CONNECT SEWER SERVICE INCLUDES 4" OR 6" PVC SEWER SERVICE PIPE (TO 4' FROM STRUCTURE) AND ALL FITTINGS 2. 4" & 6" PVC SEWER SERVICE PIPE IS INTENDED FOR THE RECONSTRUCTION OF SEWER SERVICES (WHEN FOUND TO BE IN NEED BY THE ENGINEER) COMPLETE IN PLACE FROM 4.0' 4" & 6" PVC SEWER SERVICE PIPE IS INTENDED FOR THE RECONSTRUCTION OF SEWER SERVICES (WHEN FOUND TO BE IN NEED BY THE ENGINEER) COMPLETE IN PLACE FROM 4.0' BEYOND THE STRUCTURE OF THE SEWER MAIN TO A POINT DESIGNATED BY THE ENGINEER 3. FOR NEW SERVICES, PIPE TO STOP AT RIGHT OF WAY FOR NEW SERVICES, PIPE TO STOP AT RIGHT OF WAY 4. #12 GAUGE GREEN INSULATED COPPER TRACER WIRE SHALL BE INSTALLED WITH SEWER SERVICES. TRACER WIRE TERMINAL BOXES SHALL BE INSTALLED DIRECTLY ABOVE THE SEWER #12 GAUGE GREEN INSULATED COPPER TRACER WIRE SHALL BE INSTALLED WITH SEWER SERVICES. TRACER WIRE TERMINAL BOXES SHALL BE INSTALLED DIRECTLY ABOVE THE SEWER SERVICE OR AS DETERMINED BY THE ENGINEER 5. FOR SERVICES, TRACER WIRE SHALL RUN FROM THE WYE AND TERMINATE IN A FLUSH MOUNTED TRACER BOX WITH A GREEN CAST IRON LOCKABLE TOP. FOR SERVICES, TRACER WIRE SHALL RUN FROM THE WYE AND TERMINATE IN A FLUSH MOUNTED TRACER BOX WITH A GREEN CAST IRON LOCKABLE TOP. 6. THE TRACER WIRE SHALL REMAIN CONTINUOUS TO THE GREATEST EXTENT POSSIBLE. SPLICES IN THE TRACER WIRE SHOULD BE MADE WITH SPLIT BOLT CONNECTORS. WIRE NUTS THE TRACER WIRE SHALL REMAIN CONTINUOUS TO THE GREATEST EXTENT POSSIBLE. SPLICES IN THE TRACER WIRE SHOULD BE MADE WITH SPLIT BOLT CONNECTORS. WIRE NUTS SHALL NOT BE USED. A WATER-PROOF CONNECTION IS NECESSARY TO PREVENT CORROSION.
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PRIVATE STORM SERVICE - TYPE C
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STRM-10
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REVIEWED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE
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SEE TYPICAL SECTIONS FOR PAVEMENT DESIGN
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EXISTING SEWER PIPE
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2% MINIMUM SLOPE
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CURB & GUTTER
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GEOTEXTILE FABRIC TYPE 1 (INCIDENTAL)
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COARSE FILTER AGGREGATE SPEC. 3149.2H (INCIDENTAL)
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4" PERFORATED PVC PIPE SPEC. 2502
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NEOPRENE SLEEVE WITH STAINLESS STEEL BANDS ADAPT TO EXISTING PIPE MATERIAL (INCIDENTAL)
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COARSE FILTER AGGREGATE SPEC. 3149.2H (INCIDENTAL)
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GEOTEXTILE FABRIC, TYPE 1 (INCIDENTAL)
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COARSE FILTER AGGREGATE (1 CY MIN.) (SPEC. 3149.24) (INCIDENTAL)
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MAGNESIUM ANODE (1 LB. MIN) REQUIRED
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TRACER WIRE
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CONTRACTOR SUPPLIED MAGNETIZED TRACER BOX WITH GREEN TOP. WIRE CONNECTED TO TRACER BOX TERMINAL.
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LEAVE SLACK IN WIRE
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NOTES 1. CONNECT SEWER SERVICE INCLUDES 4" OR 6" PVC SEWER SERVICE PIPE (TO 4' FROM END) AND ALL FITTINGS CONNECT SEWER SERVICE INCLUDES 4" OR 6" PVC SEWER SERVICE PIPE (TO 4' FROM END) AND ALL FITTINGS 2. 4" OR 6" PVC SEWER SERVICE PIPE IS INTENDED FOR THE RECONSTRUCTION OF SEWER SERVICES (WHEN FOUND TO BE IN NEED BY THE ENGINEER) COMPLETE IN 4" OR 6" PVC SEWER SERVICE PIPE IS INTENDED FOR THE RECONSTRUCTION OF SEWER SERVICES (WHEN FOUND TO BE IN NEED BY THE ENGINEER) COMPLETE IN PLACE FROM 4.0' BEYOND THE END OF THE SERVICE TO A POINT DESIGNATED BY THE ENGINEER 3. #12 GAUGE GREEN INSULATED COPPER TRACER WIRE SHALL BE INSTALLED WITH SEWER SERVICES. TRACER WIRE TERMINAL BOXES SHALL BE INSTALLED DIRECTLY ABOVE #12 GAUGE GREEN INSULATED COPPER TRACER WIRE SHALL BE INSTALLED WITH SEWER SERVICES. TRACER WIRE TERMINAL BOXES SHALL BE INSTALLED DIRECTLY ABOVE THE SEWER SERVICE OR AS DETERMINED BY THE ENGINEER 4. FOR SERVICES, TRACER WIRE SHALL RUN FROM THE END AND TERMINATE IN A FLUSH MOUNTED TRACER BOX WITH A GREEN CAST IRON LOCKABLE TOP. FOR SERVICES, TRACER WIRE SHALL RUN FROM THE END AND TERMINATE IN A FLUSH MOUNTED TRACER BOX WITH A GREEN CAST IRON LOCKABLE TOP. 5. THE TRACER WIRE SHALL REMAIN CONTINUOUS TO THE GREATEST EXTENT POSSIBLE. SPLICES IN THE TRACER WIRE SHOULD BE MADE WITH SPLIT BOLT CONNECTORS. THE TRACER WIRE SHALL REMAIN CONTINUOUS TO THE GREATEST EXTENT POSSIBLE. SPLICES IN THE TRACER WIRE SHOULD BE MADE WITH SPLIT BOLT CONNECTORS. WIRE NUTS SHALL NOT BE USED. A WATER-PROOF CONNECTION IS NECESSARY TO PREVENT CORROSION.
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P
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L
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PRIVATE STORM SERVICE - TYPE D
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STRM-11
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REVIEWED/APPROVED 04/05/2019
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CITY OF DULUTH STANDARD DETAIL DEPT. OF PUBLIC WORKS AND UTILITIES
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NO SCALE