ATTACHMENT_B_Drawings_Pecan_Tree_Road_New_Water_and_Sewer_Line_Extensions.pdf
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- Attached to
- Pecan Tree Road Water & Sewer Line Extensions
- Solicitation number
- 2026-01
- Issued by
- Dorchester County, South Carolina
About this file
These engineering design drawings for the Pecan Tree Road Water & Sewer Line Extensions project are prepared by the Dorchester County Water and Sewer Department in South Carolina, consisting of 13 detailed sheets documenting a comprehensive infrastructure installation project. The drawings specify the construction of approximately 1,238 linear feet of 16-inch water main and 1,047 linear feet of 12-inch gravity sewer main, including complex underground utility work crossing US Highway 78 and Norfolk & Southern Railroad right-of-way. The project involves installing steel casings through bore and jack methods (282 LF of 30-inch, 594 LF of 24-inch, and 315 LF of 16-inch casings), one fire hydrant, five 5-foot diameter manholes, one 5-foot diameter doghouse manhole, and one water service with associated appurtenances.
The design documents provide extensive technical details including plan and profile views, water and sewer line configurations, erosion control specifications, traffic control plans, and utility installation standards. The project area involves temporary construction easements on properties owned by Port 95 TC-B2 LLC and Gannett Enterprises LLC, with careful consideration of existing utilities, railroad infrastructure, and highway right-of-way. The drawings are dated March 2024 and include comprehensive engineering specifications for contractors, detailing precise installation requirements, depth measurements, material specifications, and construction methodologies to ensure proper implementation of the water and sewer line extensions.
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PECAN TREE ROAD
NEW WATER & SEWER
LINE EXTENSIONS
DORCHESTER COUNTY, SOUTH CAROLINA
TABLE OF CONTENTS
SHEET 1 - COVER SHEET
SHEET 2 - GENERAL NOTES
SHEET 3 - OVERALL VIEW
SHEET 4 - PLAN & PROFILE 16" WATER LINE
SHEET 5 - PLAN & PROFILE 16" WATER LINE
SHEET 6 - PLAN & PROFILE 16" WATER LINE
SHEET 7 - PLAN & PROFILE 12" SEWER LINE 1
SHEET 8 - PLAN & PROFILE 12" SEWER LINE 2
SHEET 9 - PLAN & PROFILE 12" SEWER LINE 2
SHEET 10 - PLAN & PROFILE FOR TELECOMM CASING
SHEET 11 - WATER DETAILS
SHEET 12 - SEWER DETAILS
SHEET 13 - TRAFFIC CONTROL PLAN DETAILS
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SITE
COVER
SHEET
US HIGHWAY 78
200' NORFOLK & SOUTHERN RAILROAD RIGHT OF WAY
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EXISTING 12"
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TO SUMMERVILLE
EXISTING 12"
GRAVITY
SEWER LINE
TEMPORARY
CONSTRUCTION
EASEMENTS
TMS 059-00-00-116
OWNED BY
PORT 95 TC-B2 LLC
PLAT CAB N, PG 62
TMS 059-00-00-115
OWNED BY
PORT 95 TC-B3 LLC
PLAT CAB N, PG 62
TMS 059-00-00-042
OWNED BY
GANNETT ENTERPRISES LLC
PLAT CAB L, PG 43
TMS 059-00-00-009
OWNED BY
GANNETT ENTERPRISES LLC
PLAT CAB L, PG 43
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PROPOSED 16"
CASING
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GRAVITY SEWER
LINES
PROPOSED 16"
WATER LINE
FOR BID
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280 LF 8" PVC - SDR 26
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DATE: DRAWN: SCALE:
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REVISIONS
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MARCH 2024
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"NTS"
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235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
AutoCAD SHX Text SWPPP NOTE: : I HAVE PLACED MY SIGNATURE AND SEAL ON THE DESIGN DOCUMENTS SUBMITTED SIGNIFYING THAT I ACCEPT RESPONSIBILITY FOR THE DESIGN OF THE SYSTEM. FURTHER, I CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF THAT THE DESIGN IS CONSISTENT WITH THE REQUIREMENTS OF TITLE 48, CHAPTER 14 OF THE CODE OF LAWS OF SC, 1976 AS AMENDED, PURSUANT TO REGULATION 72-300 ET SEQ. (IF APPLICABLE), AND IN ACCORDANCE WITH THE TERMS AND CONDITIONS OF SCR100000. ANTONIO CARLOS RAGOS, P.E. #29604
AutoCAD SHX Text CONTACTS: CARL RAGOS, PE, MBA WATER AND SEWER PRINCIPAL ENGINEER DORCHESTER COUNTY WATER AND SEWER 235 DEMING WAY SUMMERVILLE, SC 29483 843-832-0093 LARRY HARPER WATER AND SEWER DIRECTOR 235 DEMING WAY SUMMERVILLE, SC 29483 843-832-0075
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ST. GEORGE AIRPORT
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HORNE TAYLOR RD
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BYRD
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PECAN TREE RD
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WINDING WOODS RD
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HWY 15
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ST. GEORGE
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HWY 15
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ST GEORGE COUNTRY CLUB
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GUM BRANCH RD
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1ST TEXAS RD
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SPRING RD
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COUNTRY CLUB DR
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SUGAR HILL RD
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GATOR LOOP
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RAILROAD
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US HWY 78
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BENCH MARK 5654 ELEV:83.64'
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BENCH MARK 5232 ELEV:83.02'
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DORCHESTER COUNTY, SOUTH CAROLINA
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MAY 28, 2024
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FLAT-BOTTOM TRENCH DETAIL V-SHAPED TRENCH DETAIL
SILT FENCE INSTALLATION2" x 2" wood stakes or
1.25 #/ft Steel Post
2.0'Minimum2.0' Spacing (Typical) Continuous Along Tube
48" Minimum Length
FLOW
Stakes Placed at 2' Minimum Spacing
MAX. SEDIMENT TUBE SPACINGSLOPE
4%
SEDIMENT TUBE SPACING
3% 2%
LESS THAN 2%
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25-FEET
5% 6%
GREATER THAN 6%
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SEDIMENT TUBE INSTALLATION
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RIGHT-OF-WAY LINE
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EASEMENT LINE
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EXISTING WATER LINE
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FIBER OPTIC LINE
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TELEPHONE LINE
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UNDERGROUND POWER
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TEMPORARY CONSTRICTION EASEMENT
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PIPE CASING
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EXISTING CHAIN LINK FENCE
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EXISTING SEWER LINE
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NEW 16" WATER LINE
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NEW SEWER LINE
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EXISTING WATER VALVE
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EXISTING WATER LINE REDUCER
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NEW WATER VALVE
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NEW WATER LINE 45° BEND
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NEW WATER LINE REDUCER
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NEW SEWER MANHOLE
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EXISTING SEWER MANHOLE
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NEW WATER TEE
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LEGEND:
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DATE: DRAWN: SCALE:
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REVISIONS
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235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
AutoCAD SHX Text CONTRACTOR NOTES: : 1. ALL EXISTING UTILITIES SHALL BE FIELD VERIFIED PRIOR TO INSTALLATION OF ANY NEW LINES (WATER/SEWER/COMMUNICATION). ALL EXISTING UTILITIES SHALL BE FIELD VERIFIED PRIOR TO INSTALLATION OF ANY NEW LINES (WATER/SEWER/COMMUNICATION). 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF DORCHESTER COUNTY WATER AND SEWER WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF DORCHESTER COUNTY WATER AND SEWER WITH REGARDS TO MATERIALS AND INSTALLATION OF NEW LINES. 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ANY UTILITY COMPANY WHICH MAINTAINS A UTILITY LINE WITHIN THE BOUNDARIES OF THE PROJECT PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY DAMAGE, INCURRED BY ANY UTILITY COMPANY, TO THEIR LINES AS A RESULT OF HIS ACTIVITIES, WHETHER THESE LINES ARE SHOWN ON THE CONSTRUCTION PLANS OR NOT. 4. THE CONTRACTOR SHALL COORDINATE WITH DORCHESTER COUNTY WATER AND SEWER FOR ALL INSTALLATION REQUIREMENTS AND THE CONTRACTOR SHALL COORDINATE WITH DORCHESTER COUNTY WATER AND SEWER FOR ALL INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 5. THE CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP ANY WATER MAIN THE CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP ANY WATER MAIN BELONGING TO DORCHESTER COUNTY WATER AND SEWER UNLESS DULY AUTHORIZED TO DO SO BY DORCHESTER COUNTY WATER AND SEWER. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC SHALL BE THE LIABILITY OF THE CONTRACTOR.
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MAXIMUM SPACING = 6 FT.
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FILTER FABRIC
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BACKFILL TRENCH WITH COMPACTED EARTH
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COMPACTED EARTH
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COMPACTED EARTH
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8-IN.
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4-IN.
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18-IN. (MINIMUM)
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FILTER FABRIC
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RUNOFF
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RUNOFF
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RUNOFF
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BURY FABRIC
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USE EITHER FLAT-BOTTOM OR V-BOTTOM TRENCH SHOWN BELOW
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FILTER FABRIC
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FILTER FABRIC
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1.25 LB./LINEAR FT. STEEL POSTS
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HEAVY DUTY PLASTIC TIE FOR STEEL POSTS
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18-IN. TO 24-IN.
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%%USEDIMENT TUBES - GENERAL NOTES
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1. Sediment tubes may be installed along contours, in drainage Sediment tubes may be installed along contours, in drainage conveyance channels, and around inlets to help prevent off-site discharge of sediment-laden stormwater runoff. 2. Sediment tubes are elongated tubes of compacted geotextiles, Sediment tubes are elongated tubes of compacted geotextiles, curled excelsior wood, natural coconut fiber, or hardwood mulch. Straw, pine needle, and leaf mulch-filled sediment tubes are not permitted. 3. The outer netting of the sediment tube should consist of The outer netting of the sediment tube should consist of seamless, high-density polyethylene photodegradable materials treated with ultraviolet stabilizers or a seamless, high-density polyethylene non-degradable material. 4. Sediment tubes, when used as checks within channels, should Sediment tubes, when used as checks within channels, should range between 18-inches and 24-inches depending on channel dimensions. Diameters outside this range may be allowed where necessary when approved. 5. Curled excelsior wood, or natural coconut products that are Curled excelsior wood, or natural coconut products that are rolled up to create a sediment tube are not allowed. 6. Sediment tubes should be staked using wooden stakes (2-inch Sediment tubes should be staked using wooden stakes (2-inch X 2-inch) or steel posts (standard "U" or "T" sections with a minimum weight of 1.25 pounds per foot) at a minimum of 48-inches in length placed on 2-foot centers. 7. Install all sediment tubes to ensure that no gaps exist Install all sediment tubes to ensure that no gaps exist between the soil and the bottom of the tube. Manufacturer's recommendations should always be consulted before installation. 8. The ends of adjacent sediment tubes should be overlapped The ends of adjacent sediment tubes should be overlapped 6-inches to prevent flow and sediment from passing through the field joint. 9. Sediment tubes should not be stacked on top of one another, Sediment tubes should not be stacked on top of one another, unless recommended by manufacturer. 10. Each sediment tube should be installed in a trench with a Each sediment tube should be installed in a trench with a depth equal to 1/5 the diameter of the sediment tube. 11. Sediment tubes should continue up the side slopes a minimum Sediment tubes should continue up the side slopes a minimum of 1-foot above the design flow depth of the channel. 12. Install stakes at a diagonal facing incoming runoff.
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1. The key to functional sediment tubes is weekly inspections, The key to functional sediment tubes is weekly inspections, routine maintenance, and regular sediment removal. 2. Regular inspections of sediment tubes shall be conducted Regular inspections of sediment tubes shall be conducted once every calendar week and, as recommended, within 24-hours after each rainfall even that produces 1/2-inch or more of precipitation. 3. Attention to sediment accumulations in front of the Attention to sediment accumulations in front of the sediment tube is extremely important. Accumulated sediment should be continually monitored and removed when necessary. 4. Remove accumulated sediment when it reaches 1/3 the Remove accumulated sediment when it reaches 1/3 the height of the sediment tube. 5. Removed sediment shall be placed in stockpile storage areas or spread thinly across disturbed area. Stabilize the removed sediment after it is relocated. 6. Large debris, trash, and leaves should be removed from in Large debris, trash, and leaves should be removed from in front of tubes when found. 7. If erosion causes the edges to fall to a height equal to If erosion causes the edges to fall to a height equal to or below the height of the sediment tube, repairs should be made immediately to prevent runoff from bypassing tube. 8. Sediment tubes should be removed after the contributing Sediment tubes should be removed after the contributing drainage area has been completely stabilized. Permanent vegetation should replace areas from which sediment tubes have been removed.
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%%USEDIMENT TUBES - INSPECTION & MAINTENANCE
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AS NECESSARY TO PREVENT REOCCURRENCE OF DAMAGE.
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DAMAGE AFTER DISCOVERY AND REINSTALL ADEQUATE CONTROL MEASURES
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THE CONTRACTOR SHALL IMMEDIATELY CLEANUP AND REPAIR ALL EROSION
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%%U SEDIMENT AND EROSION CONTROL PROCEDURES
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DURING CLEARING AND EARTHWORK ACTIVITIES THE CONTRACTOR SHALL
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INSTALL ALL EROSION CONTROL DEVICES SPECIFIED AND AS INDICATED
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ON THE DRAWINGS. DURING EACH PHASE OF SITE CONSTRUCTION THE
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CONTRACTOR SHALL ADJUST, RELOCATE AND/OR REINSTALL AS
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APPLICABLE ALL EROSION CONTROL DEVICES AND MEASURES NECESSARY
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TO PREVENT SOIL EROSION AND SEDIMENT DISCHARGE FROM THE SITE.
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IN ADDITION TO SPECIFIED TEMPORARY GRASSING AND STANDARD
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PROTECTION AS DETAILED. ALL DRAINAGE STRUCTURES SHALL HAVE
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GEOTEXTILE FABRIC PLACED OVER ALL FRAMES AND GRATES TO PREVENT
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SEDIMENT ENTRY INTO NEW STRUCTURES AND CONDUITS. ALL SEDIMENT
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SHALL BE CLEANED OUT OF STRUCTURES AND CONDUITS REGULARLY.
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TEMPORARY GRASSING AND SILT FENCE FILTER BARRIERS SHALL BE
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INSTALLED AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE AND
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LANDSCAPING IS INSTALLED.
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SILT FENCE SHALL BE MAINTAINED AROUND THE DOWNSTREAM PERIMETER
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OF ALL ACTIVE EARTHWORK AREAS TO PREVENT SEDIMENT TRANSPORT
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ONTO ADJACENT PROPERTIES.
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%%UDHEC-OCRM STANDARD EROSION CONTROL NOTES
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1. SWPPP, inspection records, and rainfall data must be kept onsite or within thirty (30) minutes of the site at all times SWPPP, inspection records, and rainfall data must be kept onsite or within thirty (30) minutes of the site at all times from the date of commencement of construction activities to the date that final stabilization is achieved. These items should be in a designated area that is accessible to the inspectors. SWPPP inspections must be completed by a certified inspector. 2. If necessary, slopes, which exceed eight (8) vertical feet should be stabilized with synthetic or vegetative mats, in If necessary, slopes, which exceed eight (8) vertical feet should be stabilized with synthetic or vegetative mats, in addition to hydroseeding. It may be necessary to install temporary slope drains during construction. Temporary berms may be needed until the slope is brought to grade. 3. Stabilization measures shall be initiated as soon as practicable in portions of the site where construction activities Stabilization measures shall be initiated as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no case more than fourteen (14) days after work has ceased, except as stated below. a. Where stabilization by the 14th day is precluded buy snow cover or frozen ground conditions, stabilization measures must be initiated as soon as practicable. b. Where construction activity on a portion of the site is temporarily ceased, and earth-disturbing activities will be Where construction activity on a portion of the site is temporarily ceased, and earth-disturbing activities will be resumed within 14 days, temporary stabilization measures do not have to be initiated on that portion of the site. 4. All sediment and erosion control devices shall be inspected once every calendar week. If periodic inspection or other All sediment and erosion control devices shall be inspected once every calendar week. If periodic inspection or other information indicates that a BMP has been inappropriately or incorrectly installed, the Permittee must address the necessary replacement or modification required to correct the BMP within 48 hours of identification. 5. Provide silt fence and/or other control devices, as may be required, to control soil erosion during utility construction. Provide silt fence and/or other control devices, as may be required, to control soil erosion during utility construction. All disturbed areas shall be cleaned, graded, and stabilized with grassing immediately after the utility installation. Fill, cover, and temporary seeding at the end of each day are recommended. If water is encountered while trenching, the water should be filtered to remove sediment before being pumped back into any waters of the State. 6. All erosion control devices shall be properly maintained during all phases of construction until the completion of all All erosion control devices shall be properly maintained during all phases of construction until the completion of all construction activities and all disturbed areas have been stabilized. Additional control devices may be required during construction in order to control erosion and/or offsite sedimentation. All temporary control devices shall be removed once construction is complete and the site is stabilized. 7. The contractor must take necessary action to minimize the tracking of mud onto paved roadway(s) from construction The contractor must take necessary action to minimize the tracking of mud onto paved roadway(s) from construction areas and the generation of dust. The contractor shall daily remove mud/soil from pavement, as may be required. 8. Residential subdivisions require erosion control features for infrastructure as well as for individual lot construction. Residential subdivisions require erosion control features for infrastructure as well as for individual lot construction. Individual property owners shall follow these plans during construction or obtain approval of an individual plan in accordance with S.C Reg. 72-300 et seq. and SCR100000. 9. Temporary diversion berms and/or ditches will be provided as needed during construction to protect work areas from Temporary diversion berms and/or ditches will be provided as needed during construction to protect work areas from upslope runoff and/or to divert sediment-laden water to appropriate traps or stable outlets. 10. All waters of the State (WoS), including wetlands, are to be flagged or otherwise clearly marked in the field. A double All waters of the State (WoS), including wetlands, are to be flagged or otherwise clearly marked in the field. A double row of silt fence is to be installed in all areas where a 50-foot buffer can't be maintained between the disturbed area and all WoS. A 10-foot buffer should be maintained between the last row of silt fence and all WoS. 11. Litter, construction debris, oils, fuels, and building products with significant potential for impact (such as stockpiles of Litter, construction debris, oils, fuels, and building products with significant potential for impact (such as stockpiles of freshly treated lumber) and construction chemicals that could be exposed to storm water must be prevented from becoming a pollutant source in storm water discharges. 12. Initiate stabilization measures on any exposed steep slope (3H:1V or greater) where land-disturbing activities have Initiate stabilization measures on any exposed steep slope (3H:1V or greater) where land-disturbing activities have permanently or temporarily ceased and will not resume for a period of 7 calendar days. 13. Minimize the topsoil compaction and, unless infeasible, preserve topsoil Minimize the topsoil compaction and, unless infeasible, preserve topsoil 14. Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water, and other wash waters. Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water, and other wash waters. Wash waters must be treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge. 15. Minimize the discharge of pollutants from dewatering of trenches and excavated areas. These discharges are to be Minimize the discharge of pollutants from dewatering of trenches and excavated areas. These discharges are to be routed through appropriate BMPs (sediment basin, filter bag, etc.). 16. The following discharges from sites are prohibited: a. Wastewater from washout of concrete, unless managed by an The following discharges from sites are prohibited: a. Wastewater from washout of concrete, unless managed by an appropriate control b. Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds, and other construction Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds, and other construction materials; c. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; and Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; and d. Soaps or solvents used in vehicle cleaning and equipment washing. Soaps or solvents used in vehicle cleaning and equipment washing. 17. After construction activities begin, inspections must be conducted at a minimum of at least once every calendar week After construction activities begin, inspections must be conducted at a minimum of at least once every calendar week and must be conducted until final stabilization is reached on all areas of the construction sites 18. If existing BMPs need to be modified or if additional BMPs are necessary to comply with the requirements of this If existing BMPs need to be modified or if additional BMPs are necessary to comply with the requirements of this permit and/or SC's Water Quality Standards, implementation must be completed before the next storm event whenever practicable. If implementation before the next storm event is impracticable, the situation must be documented in the SWPPP and alternative BMPs must be implemented as soon as reasonably possible. 19. A Pre-Construction Conference must be held for each construction site with an approved On-Site SWPPP prior to the A Pre-Construction Conference must be held for each construction site with an approved On-Site SWPPP prior to the implementation of construction activities. For non-linear projects that disturb 10 acres or more this conference must be held on-site unless the Department has approved otherwise.
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CONTRACTOR.
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PERMANENT GRASSING OF ALL DISTURBED AREAS TO BE PERFORMED BY
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ALL SILT FENCE IS TO BE REMOVED UPON COMPLETION OF THIS PROJECT.
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DORCHESTER COUNTY, SOUTH CAROLINA
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IE=80.42'
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PED
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15" ADS
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EXISTING 12" WATERLINE
AutoCAD SHX Text 25.00
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24" RCP
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COMM BOX
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PED
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COMM BOX
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COMM BOX
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EX. RECLAIMED WATER
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AutoCAD SHX Text 27.14
AutoCAD SHX Text 35.87
AutoCAD SHX Text 31.01
AutoCAD SHX Text 27.14
AutoCAD SHX Text 26.85
AutoCAD SHX Text 37.48
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DATE: DRAWN: SCALE:
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REVISIONS
AutoCAD SHX Text MARCH 2024bjs 1"=40' 1"=40'
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235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
AutoCAD SHX Text
S.C. GRID-NAD83
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DORCHESTER COUNTY, SOUTH CAROLINA
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US HIGHWAY 78 RIGHT OF WAY VARIES
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TMS#059-00-00-042 TRACT 1 GANNETT ENTERPRISES LLC DEED BOOK 015146-280
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PUMP STATION #121 DORCHESTER COUNTY TMS#059-00-00-116 P.B. L, PG. 194
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200' RIGHT-OF-WAY NORFOLK SOUTHERN RAILROAD
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PECAN TREE ROAD RIGHT OF WAY VARIES
AutoCAD SHX Text TMS#059-00-00-009 GANNETT ENTERPRISES LLC PLAT CABINET L, PAGE 43 DEED BOOK 015146-280
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EXISTING 30' DCWS EASEMENT
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EXISTING 10' DCWS EASEMENT
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WINDING WOODS ROAD 66' RIGHT OF WAY
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EXISTING 20' DCWS EASEMENT
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10" RECLAIMED WATER LINE (DRY)
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EXT 12" WATER LINE
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EXT SEWER LINE
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EXT 12" WATER LINE
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NEW 16" WATER LINE
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NEW 12" SEWER LINE 2
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NEW 12" SEWER LINE 1
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NEW 12" SEWER LINE 2
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MH 2C
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MH 2B
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MH 2A
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MH 1A
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STA 6+98 MH# 2 TOP ELEV.=81.70 I.E.: 62.05
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315 LF OF 16" STEEL CASING FOR TELECOM
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TEMPORARY CONSTRUCTION EASEMENT
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TEMPORARY CONSTRUCTION EASEMENT
AutoCAD SHX Text TMS#059-00-00-116 TRACT C PORT 95 TC-B2 LLC P.B. N, Pg. 062
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EXISTING BUILDING
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EXT 12" FM LINE
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EX. MH
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EX. MH
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EX. MH
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EX. MH
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EX. MH
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EX. MH
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METER BY OTHERS
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STA 3+39 MH# 1 TOP ELEV.= 83.75 I.E.:63.57
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24" STEEL CASING
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24" STEEL CASING
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NEW 16" WATER LINE
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END WATER MAIN
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EXT FORCE MAIN LINE
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AutoCAD SHX Text No. 29604
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MAY 28, 2024
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AutoCAD SHX Text ENTRY PIT (APPROX. 40'x50', TYP.)
AutoCAD SHX Text EXIT PIT (APPROX. 6'x6', TYP.)
30" STEEL CASING
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AutoCAD SHX Text TMS#059-00-00-116 TRACT C PORT 95 TC-B2 LLC P.B. N, Pg. 062
AutoCAD SHX Text STA 1+64.23 1 - 16" TEE 1 - 16" GATE VALVE W/ VALVE BOX & MARKER (BRANCH) 1 - 16"X12" REDUCER (RUN) TIE-IN TO 12W
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MH
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MH EX. 121.-1 RIM:80.97'
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MH EX. 121-2 RIM:80.97' IE:
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WATER METER
AutoCAD SHX Text STA 0+00 REMOVE 16"x12" REDUCER & EX. VALVE BEGIN N16W BEGIN RJ PIPING 1-16" GATE VALVE W/ VALVE BOX & MARKER
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RCP
AutoCAD SHX Text Clean Out
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MH EX. RIM: 80.79' IE :60.20' IN:60.20' IE :60.11'OUT:60.11'
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MH EX. RIM: 81.16' IE :59.31' IN:59.31' IE :59.29''OUT:59.29''
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EXISTING 25' DCWS EASEMENT
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24" RCP
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45° BENDSTA:1+76.59
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STA 1+69.05 1-16" 45° BEND
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COMM BOX
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PED
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COMM BOX
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COMM BOX
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IE=58.35'
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IE=58.67'
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IE=58.31'
AutoCAD SHX Text 18" C900@1.5%
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EXISTING 12" PVC
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VALVE: 1+66.31
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SS
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SS
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EX. STUB OUT (BURIED) APPROX IE=59.90'
AutoCAD SHX Text NEW MH-2C 5' DIAMETER Rim:80.64' IE :60.00' IN:60.00' IE :59.12'OUT:59.12'
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EXISTING BUILDING
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MH EX. RIM:81.51' IE :61.01'' IN:61.01'' IE :60.87'OUT:60.87'
AutoCAD SHX Text 25.00
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EXISTING 20' DCWS EASEMENT
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EXISTING 30' DCWS EASEMENT NOTE 3
AutoCAD SHX Text 20.00
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SEE NOTE 4
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WINDING WOODS ROAD 66' RIGHT OF WAY
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REMOVE 12" WATERLINE AND INSTALL 164 LF OF 16" C900 LINE INSIDE CASING.
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U.S. HIGHWAY 78 RIGHT OF WAY VARIES
AutoCAD SHX Text 30.00
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U.S. HIGHWAY 78 RIGHT OF WAY VARIES
AutoCAD SHX Text P.B. L, Pg. 194 PUMP STATION #121 DORCHESTER COUNTY TMS#059-00-00-116
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EX. RECLAIMED WATER
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EXISTING 10' DCWS EASEMENT
AutoCAD SHX Text NEW MH 2B 5' DIAMETER Rim:80.90' IE :60.76 IN:60.76 IE : 60.66OUT: 60.66
AutoCAD SHX Text 27.14
AutoCAD SHX Text 35.87
AutoCAD SHX Text 27.14
AutoCAD SHX Text 16W
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AutoCAD SHX Text 16W
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16-INCH C900 DR18 RJ WATER LINE
AutoCAD SHX Text STA: 0+00 0+00 REMOVE 16"x12" REDUCER & EX. VALVE BEGIN N16W BEGIN RJ PIPING 1-16" GATE VALVE W/ VALVE BOX & MARKER
AutoCAD SHX Text STA 1+64 1-16" TEE 2 LF OF 16 RJ PIPE (RUN) 1-16"x12" REDUCER (RUN) TIE-IN TO 12W
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STA1+69 & STA1+76 2-16" 45° BEND
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STA1+66 1-16" GATE VALVE W/ VALVE BOX & MARKER (BRANCH)
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MATCH LINE SHEET 4
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MATCH LINE SHEET 5
AutoCAD SHX Text 6.2'
AutoCAD SHX Text 5.0'
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EXISTING STEEL CASING (SEE NOTE 3)
AutoCAD SHX Text MARCH 2024bjs 1"=20'1"=20'
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235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
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DORCHESTER COUNTY, SOUTH CAROLINA
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DATE: DRAWN: SCALE:
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REVISIONS
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MATCH LINE SHEET 4
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MATCH LINE SHEET 5
AutoCAD SHX Text NOTES: 1. FIELD VERIFY DEPTH AND LOCATION OF ALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES. NOTIFY ENGINEER FOR ANY CONFLICTS. 2. UTILIZE EXISTING 30-INCH STEEL CASING. UTILIZE EXISTING 30-INCH STEEL CASING. 3. INSTALL FIVE(5) BELL RESTRAINTS PRIOR TO INSTALL FIVE(5) BELL RESTRAINTS PRIOR TO INSTALLING N16W. 4. REMOVE 164 LF OF EXISTING 12-INCH WATER REMOVE 164 LF OF EXISTING 12-INCH WATER MAIN FROM CASING.
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NEW 16" WATER LINE PROFILE VIEW
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ATT
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PED
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IE=80.42'
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IE=80.31'
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279 LF 24" STEEL CASING (0.375" THICKNESS)
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MH
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MH
AutoCAD SHX Text TMS#059-00-00-116 TRACT C PORT 95 TC-B2 LLC P.B. N, Pg. 062
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15" ADS
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12" C900 DR-18 SEWER FORCEMAIN
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EXISTING 12" WATERLINE
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MH EX. RIM:82.04' IE :'61.89' IN:'61.89' IE :61.91'OUT:61.91'
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EXISTING 25' DCWS EASEMENT
AutoCAD SHX Text 25.00
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MH EX. RIM:81.84' IE :62.20' IN:62.20' IE :62.08'OUT:62.08'
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U.S. HIGHWAY 78 RIGHT OF WAY VARIES
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PIPE DEFLECTION NOT TO EXCEED MANUFACTURES RECOMMENDATION
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SS
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SS
AutoCAD SHX Text NEW MH 2A 5' DIAMETER STA:4+16.64 Rim:81.19 IE :61.24 IN:61.24 IE :61.14OUT:61.14
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SEWER UNDER WATER
AutoCAD SHX Text SSMH 1A: NEW 5' DIA. DOGHOUSE MH STA 0+00 Rim:81.77 IE :62.72 IN:62.72 IE : 62.54OUT: 62.54
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EX. 10' DCWS EASEMENT
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EX. 10' DCWS EASEMENT
AutoCAD SHX Text 31.01
AutoCAD SHX Text 26.85
AutoCAD SHX Text 37.48
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315 LF 24" STEEL CASING (0.375" THICKNESS)
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MATCH LINE SHEET 4
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MATCH LINE SHEET 5
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MATCH LINE SHEET 6
AutoCAD SHX Text 5.8'
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MATCH LINE SHEET 5
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24" STEEL CASING
AutoCAD SHX Text MARCH 2024bjs 1"=20'1"=20'
AutoCAD SHX Text
235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
AutoCAD SHX Text
DORCHESTER COUNTY, SOUTH CAROLINA
AutoCAD SHX Text
DATE: DRAWN: SCALE:
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REVISIONS
AutoCAD SHX Text
MATCH LINE SHEET 3
AutoCAD SHX Text NOTE: 1. FIELD VERIFY DEPTH AND LOCATION OF ALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES. NOTIFY ENGINEER FOR ANY CONFLICTS.
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GRID NORTH
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MATCH LINE SHEET 4
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MATCH LINE SHEET 5
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16-INCH C900 DR18 RJ WATER LINE
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EXISTING GRADE
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ELEVATION
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NEW 16" WATER LINE PLAN VIEW
NEW 16" WATER LINE PROFILE VIEW
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TEL
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PED
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TEL
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PED
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IE=80.42'
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PP
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MH
AutoCAD SHX Text MH EX. RIM:82.95' IE :62.68' in:62.68' IE :62.53'OUT:62.53'
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APPROXIMATE 30' DCWS EASEMENT
AutoCAD SHX Text 30.00
AutoCAD SHX Text
MH EX. RIM:81.84' IE :62.20' IN:62.20' IE :62.08'OUT:62.08'
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PECAN TREE ROAD RIGHT OF WAY VARIES
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2-R.J. 45° BENDSSTA: 9+28.56 STA: 9+32.13
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PIPE DEFLECTION NOT TO EXCEED MANUFACTURES RECOMMENDATION
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NEW WATER METER BY OTHERS
AutoCAD SHX Text MANHOLE 1 STA 3+38.79 RIM=83.75' IE IN=63.67'(16" SOUTH) IE OUT:63.82' (12" EAST)
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SS
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SEWER UNDER WATER
AutoCAD SHX Text SSMH 1A: NEW 5' DIA. DOGHOUSE MH STA 0+00 Rim:81.77 IE :62.72 IN:62.72 IE : 62.54OUT: 62.54
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GRID NORTH
AutoCAD SHX Text 200.00
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SS
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U.S. HIGHWAY 78 RIGHT OF WAY VARIES
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PECAN TREE ROAD RIGHT OF WAY VARIES
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(DIRT)
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EDGE OF PAVEMENT
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EXISTING 200' NORFOLK SOUTHERN RAILROAD RIGHT-OF-WAY
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282 LF OF 30" STEEL CASING (MIN. 0.469" THICKNESS)
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TEMPORARY CONSTRUCTION EASEMENT
AutoCAD SHX Text 31.01
AutoCAD SHX Text
315 LF 24" STEEL CASING (0.375" THICKNESS)
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AutoCAD SHX Text 1 - 16"x6" TEE 10 LF OF 6" RJ DIP 1 - 6" 90° BEND5 LF OF 6" RJ DIP 1 - 6" GATE VALVE W/VALVE BOX 1 - FIRE HYDRANT
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1 - SERVICE CONNECTION (NOTE 2)
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NOTE 3
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N16S (BY OTHERS)
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N12S (BY OTHERS)
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282 LF OF 30" STEEL CASING (MIN. 0.469" THICKNESS) @ 0.0% SLOPE
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STA.12+38(CL VERT PIPE) 1-16" 90° BEND (UP)(CL ELEV.=72.37')
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MATCH LINE SHEET 6
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STA 9+28 1-16" 45° BEND(ROTATED DOWN) & STA 9+32 1-16" 45° BEND(ROTATED UP)
AutoCAD SHX Text 6.2'
AutoCAD SHX Text 10.4'
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MATCH LINE SHEET 5
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STA 9+23 1-2" COMBINATION AIR RELEASE VALVE W/ BOX & MARKER
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16-INCH C900 DR18 RJ WATER LINE
AutoCAD SHX Text 1-16" 90° MJxFLGBEND (DOWN) W/FLG CAP (CL ELEV.=88.25')
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16"RJ DIP
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CL OF PIPE
AutoCAD SHX Text 1 - 16"x6" TEE 10 LF OF 6" RJ DIP 1 - 6" 90° BEND5 LF OF 6" RJ DIP 1 - 6" GATE VALVE W/VALVE BOX 1 - FIRE HYDRANT
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1 - SERVICE CONNECTION (NOTE 2)
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235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
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DORCHESTER COUNTY, SOUTH CAROLINA
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DATE: DRAWN: SCALE:
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MATCH LINE SHEET 5
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AutoCAD SHX Text NOTES: 1. FIELD VERIFY DEPTH AND LOCATION OF ALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES. NOTIFY ENGINEER FOR ANY CONFLICTS. 2. CONSISTS OF A 16"x " SERVICE SADDLE 25 LF OF CONSISTS OF A 16"x " SERVICE SADDLE 25 LF OF 34" SERVICE SADDLE 25 LF OF 34"SDR9 CTS TUBING AND METER BOX. DCWS WILL PROVIDE METER. 3. INSTALL SILT FENCE AROUND TEMPORARY INSTALL SILT FENCE AROUND TEMPORARY CONSTRUCTION EASEMENT.
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HWY 78
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EXISTING GRADE
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RAIL ROAD
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EX. FORCEMAIN
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EX. 12" WATER LINE
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EX. RE-CLAIMED WATER LINE
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RAILROAD
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NEW 12" SEWER LINE 1 PLAN VIEW
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TEL
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PED
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TEL
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PED
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IE=80.42'
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IE=80.31'
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MH
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MH
AutoCAD SHX Text MH EX. RIM:82.95' IE :62.68' in:62.68' IE :62.53'OUT:62.53'
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15" ADS
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APPROXIMATE 30' DCWS EASEMENT
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MH EX. RIM:81.84' IE :62.20' IN:62.20' IE :62.08'OUT:62.08'
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PECAN TREE ROAD RIGHT OF WAY VARIES
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2-R.J. 45° BENDSSTA: 9+28.56 STA: 9+32.13
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PIPE DEFLECTION NOT TO EXCEED MANUFACTURES RECOMMENDATION
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NEW WATER METER BY OTHERS
AutoCAD SHX Text MANHOLE 1 STA 3+38.79 RIM=83.75' IE IN=63.67'(16" SOUTH) IE OUT:63.82' (12" EAST)
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SS
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SEWER UNDER WATER
AutoCAD SHX Text SSMH 1A: NEW 5' DIA. DOGHOUSE MH STA 0+00 Rim:81.77 IE :62.72 IN:62.72 IE : 62.54OUT: 62.54
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GRID NORTH
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SS
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U.S. HIGHWAY 78 RIGHT OF WAY VARIES
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(DIRT)
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EDGE OF PAVEMENT
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282 LF OF 30" STEEL CASING (MIN. 0.469" THICKNESS)
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TEMPORARY CONSTRUCTION EASEMENT
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315 LF 24" STEEL CASING (0.375" THICKNESS)
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N16S (BY OTHERS)
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N12S (BY OTHERS)
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339 LF OF 12" PC350 RJ DIP @ 0.25% SLOPE
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315 LF OF 24" STEEL CASING (MIN. 0.375" THICKNESS)
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MH 1 STA 3+39 5' DIAM. MANHOLE RIM: 84.50 IE: 63.57'
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SSMH 1A: NEW 5' DIA. DOGHOUSE MH: RIM=83.50' IEIN:62.72' IN:62.72' :62.72'
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AutoCAD SHX Text MARCH 2024bjs 1"=20'1"=20'
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235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
AutoCAD SHX Text
DORCHESTER COUNTY, SOUTH CAROLINA
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DATE: DRAWN: SCALE:
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REVISIONS
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SCALE
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HORIZ.
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VERT.
AutoCAD SHX Text NOTES: 1. FIELD VERIFY DEPTH AND LOCATION OF ALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES. NOTIFY ENGINEER FOR ANY CONFLICTS. 2. INSTALL SILT FENCE AROUND TEMPORARY INSTALL SILT FENCE AROUND TEMPORARY CONSTRUCTION EASEMENT. 3. COORDINATE WITH DCWS & CIVIL SITE COORDINATE WITH DCWS & CIVIL SITE CONTRACTOR PRIOR TO BACKFILL OF MANHOLE 1.
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EXISTING GRADE
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RAILROAD
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HIGHWAY 78
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EX. FORCEMAIN
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EX. 12" WATER LINE
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EX. RE-CLAIMED WATER LINE
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MAY 28, 2024
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AutoCAD SHX Text TMS#059-00-00-116 TRACT C PORT 95 TC-B2 LLC P.B. N, Pg. 062
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MH
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MH
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MH
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MH
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MH EX. 121.-1 RIM:80.97'
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MH EX. 121-2 RIM:80.97' IE:
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WATER METER
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MH EX. RIM: 80.79' IE :60.20' IN:60.20' IE :60.11'OUT:60.11'
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MH EX. RIM: 81.16' IE :59.31' IN:59.31' IE :59.29''OUT:59.29''
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EXISTING 25' DCWS EASEMENT
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COMM BOX
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PED
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IE=58.35'
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IE=58.67'
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IE=58.31'
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EXISTING 12" PVC
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SS
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SS
AutoCAD SHX Text NEW MH-2C 5' DIAMETER Rim:80.64' IE :60.00' IN:60.00' IE :59.12'OUT:59.12'
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EXISTING BUILDING
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MH EX. RIM:81.51' IE :61.01'' IN:61.01'' IE :60.87'OUT:60.87'
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U.S. HIGHWAY 78 RIGHT OF WAY VARIES
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U.S. HIGHWAY 78 RIGHT OF WAY VARIES
AutoCAD SHX Text P.B. L, Pg. 194 PUMP STATION #121 DORCHESTER COUNTY TMS#059-00-00-116
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EX. RECLAIMED WATER
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EXISTING 10' DCWS EASEMENT
AutoCAD SHX Text NEW MH 2B 5' DIAMETER Rim:80.90' IE :60.76 IN:60.76 IE : 60.66OUT: 60.66
AutoCAD SHX Text 27.14
AutoCAD SHX Text 35.87
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217 LF OF 12" C900 DR18 PVC @0.25%%% SLOPE
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200 LF OF 12" C900 DR18 PVC @ 0.25%%% SLOPE
AutoCAD SHX Text Existing 12"SS PIPE
AutoCAD SHX Text REMOVE PLUG AND TIE IN TO EXISTING 12" SS PIPE STUB OUT. IE APPROXIMATELY: 59.90'
AutoCAD SHX Text INSTALL NEW MANHOLE AND CONNECT EXISTING PIPE STUB OUT TO MANHOLE. CONTRACTOR TO FIELD VERIFY ALL ELEVATIONS PRIOR TO CONSTRUCTION AND IF A DIFFERENCE IS FOUND IMMEDIATELY CONTACT THE ENGINEER
AutoCAD SHX Text NEW MH 2B 5' DIAMETER Rim:81.65' IE :60.64 IN:60.64 IE : 60.54OUT: 60.54
AutoCAD SHX Text NEW MH-2C 5' DIAMETER Rim:81.39' IE :60.00' IN:60.00' IE :59.12'OUT:59.12'
AutoCAD SHX Text MARCH 2024bjs 1"=20'1"=20'
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235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
AutoCAD SHX Text
DORCHESTER COUNTY, SOUTH CAROLINA
AutoCAD SHX Text
DATE: DRAWN: SCALE:
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REVISIONS
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AutoCAD…
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