Merrifield-Base4-Dt3-REVISED.pdf
PDF 332 KB Posted
- Attached to
- Merrifield Park Drainage Improvement Project
- Solicitation number
- IFB #27000
- Issued by
- Greenville County, South Carolina
About this file
This is a technical drawing sheet (Dt-3: Miscellaneous Notes, Tables & Details) prepared by Greenville County, South Carolina for the Merrifield Park Drainage Improvements project, establishing construction standards and specifications for bid preparation. The project involves installing approximately 2,380 linear feet of storm drainage pipe ranging from 18 to 36 inches in diameter, 24 catch basins and drop inlets, and associated site restoration within the Merrifield Park subdivision off Hudson Road. A mandatory pre-bid meeting is scheduled for July 14, 2026 at 11:30 a.m., with bids due July 24, 2026 at 3:00 p.m. The contract award is tentatively scheduled for August 7, 2026, with Notice to Proceed expected August 12, 2026. The contractor must complete all work within 150 consecutive calendar days from Notice to Proceed. Questions regarding the project are due July 17, 2026 at 2:00 p.m.
The drawing sheet provides detailed specifications for drainage infrastructure construction, including concrete mix requirements (3,000 PSI minimum), curb and inlet installations, catch basin construction, pipe bedding protocols, pavement patching procedures, and temporary erosion control measures. All concrete work must achieve 3,000 PSI minimum compressive strength at 28 days. A bid bond of 5 percent of the total bid price is required at submission, with performance and payment bonds equal to the total bid price due within 15 working days of award. Contractors must maintain comprehensive general liability insurance of $1 million per occurrence and $2 million general aggregate, along with statutory worker's compensation coverage. Liquidated damages are assessed at $150 per calendar day for failure to achieve substantial completion. Award will be made to the lowest responsive bid, with monthly progress payments including 10 percent retainage until satisfactory completion.
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Miscellaneous Notes, Tables & Details Dt-3Merrifield Park
Drainage Improvements
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SHEET NO.
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SHEET NAME
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PROJECT NAME
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REVISIONS
AutoCAD SHX Text THIS DRAWING IS THE PROPERTY OF GREENVILLE COUNTY AND SHALL NOT BE COPIED OR ALTERED WITHOUT THE PERMISSION OF THE ENGINEERING & MAINTENANCE DIVISION.
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PRINTED:
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PRELIMINARY FOR REVIEW ONLY
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ADJUSTED LOCATION OF STRUCTURE #24 ON BYRD PROPERTY
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ADDED GRADING PLAN FOR STRAWDERMAN RESIDENCE
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ISSUED FOR BIDS
AutoCAD SHX Text REVISED SHEET Dt-3
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SCALE: NONE
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%%UEXTRUDED CURB
AutoCAD SHX Text NOTES: 1. CONCRETE TO BE 3000 PSI MINIMUM. 2. PROVIDE CONTROL JOINTS AT 10' SPACING. 3. CURB TO BE INSTALLED ON BINDER AND BACKFILLED USING LIGHT COMPACTION. 4. DO NOT USE HEAVY COMPACTION BEHIND CURB UNTIL SURFACE COURSE HAS BEEN INSTALLED.
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FLOW LINE @ FACE OF CURB
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6" EXTRUDED CURB (TYP)
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6" THK. CONCRETE 3000 PSI MIN.
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2' MANHOLE
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RIM ELEV. PER PLAN
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2' MANHOLE
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RIM ELEV. PER PLAN
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%%UINLET ON GRADE
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%%UINLET AT SAG
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%%UORIFICE DETAIL
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6" OPEN (TYP)
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SLOPED APRON
AutoCAD SHX Text NOTES: 1) SEE PLAN FOR CB SIZE. 2) FOR EXTRUDED CURB, ALIGN FRONT FACE OF CONC. APRON WITH FRONT FACE OF CURB. 3) ALL CONCRETE TO BE 3000 PSI MIN.
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FLOW LINE @ FACE OF CURB
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6" EXTRUDED CURB (TYP)
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6" THK. CONCRETE 3000 PSI MIN.
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SCALE: NONE
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%%UTYPE 9 INLET (EXTRUDED CURB)
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WEIR
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2' MANHOLERING AND COVER
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#4 @ 12" O.C. EACH WAY
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#4 @ 12" O.C. EACH WAY
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%%USIDE
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%%UTOP
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%%UPLAN
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%%UFRONT
AutoCAD SHX Text NOTES: 1. CONCRETE TO BE 3000 PSI MIN. 2. WHEN CLASS "A" CONC. IS USED, WALLS AND FLOOR SHALL BE 6" THICK. 3. FOR CONCRETE BRICK, THE WALLS SHALL BE 8" THICK AND FLOOR SHALL BE 6" THICK. 4. BOX SIZE SHALL INCREASE WITH LARGER PIPE SIZE. 5. FOR CBs INSTALLED IN THE OPEN, DEPRESS THE CB 12" TO 18" BELOW SURROUNDING GRADE & OPEN 4 SIDES.
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%%UBOTTOM
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CB COVER TO BE 4" THK. MINIMUM
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SCALE: NONE
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%%UTYPE 9 CATCH BASIN
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4"H-9"H OPENING
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MIN. SIDE CLEARANCE
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FINISHED GRADE (SEE NOTE #6)
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UNDISTURBED SOIL
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FORCE BACKFILL UNDER BOTTOM OF PIPE
AutoCAD SHX Text NOTES: 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOULDERS 4" OR LARGER SHALL BE USED IN BACKFILL MATERIAL. 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 4. BACKFILL SHALL BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS AND 12" LAYERS IN NON-TRAFFIC AREAS. 5. USE 4" BEDDING UNDER PIPE FOR WET OR UNSTABLE BOTTOMS, AND USE 6" BEDDING FOR ROCK BOTTOMS. 6. SEE GRADING PLANS FOR FINISHED GRADE TREATMENT IN NON-TRAFFIC AREAS, SEE PATCHING DETAIL FOR PAVEMENT REPAIR IN TRAFFIC AREAS.
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%%UPIPE BEDDING
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RIGID PIPE: SELECT BACKFILL NON-RIGID PIPE: 100% STONE
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USE SELECT BACKFILL IN NON-TRAFFIC AREAS. USE 100% STONE UNDER ROADWAYS.
AutoCAD SHX Text USE SELECT BACKFILL FOR RIGID PIPE INCL. HP (POLYPROPYLENE) AND ALUMINIZED STEEL. USE 100" STONE FOR NON-RIGID PIPE INCL ALUMINUM & HDPE
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EXIST. PVMT.
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SAWCUT 1' BEYOND EXCAVATION TO NEAT, EVEN EDGE, TACK PRIOR TO PAVING
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265#/SY H.M. ASPHALT SURFACE COURSE, TYPE C
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SUBRADE (UNDISTURBED)
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BACKFILL COMPACTED TO 95% MIN. STD. PROCTOR
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6" STABILIZED AGGREGATE BASE COUSE
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EXIST. PVMT.
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%%UPAVEMENT PATCHING
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AutoCAD SHX Text NOTES: 1. PATCHING AREAS SHOWN ON PLANS ARE APPROXIMATE. THE COUNTY RESERVES THE RIGHT TO INCREASE OR DECREASE THE PATCHING AREAS AS NEEDED, PAID FOR ACCORDING TO THE UNIT PRICES ON THE BID. 2. CONTRACTOR TO CONDUCT PROOFROLL WITH COUNTY PROJECT MANAGER PRESENT BEFORE SCHEDULING PAVING.
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%%USWALE OVER SD SYSTEM
AutoCAD SHX Text NOTES: 1. THE SWALE MAY INSTALLED ON EITHER SIDE OF THE PIPE TO AVOID OBSTRUCTIONS. 2. THE SWALE WIDTH SHALL BE INCREASED AT THE DIRECTION OF THE DESIGN ENGINEER.
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%%UTEMPORARY DOG FENCE
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WELDED WIRE FENCE, 5' TALL, 12.5 GAUGE
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T-POST, 7' LONG
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