West Energy Sanitary Sewer in Columbia, SC State Project # H27-Z185-CP Prepared For. Chao & Associates, Inc.
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1 West Energy Sanitary Sewer in Columbia, SC State Project # H27-Z1-CP Prepared For by: CA#: The Owner Is: 743 Greene Street Columbia, SC Project Manager Civil and Surveying DRAWING INDEX Civil c1.0 - Existing Conditions c2.0 - Utility Plan c3.0 - Construction Details Plumbing p1.0 - COUNTY OF RICHLAND SCALE: NOT TO SCALE 3 STATE OF SOUTH CAROLINA SCALE: 1" = 30 MILES 77 Richland County 20 Plumbing Engineer Swygert & Associates Ltd 1315 State Street Cayce, SC Site 20 Site
2 LEGEND FIRE HYDRANT WATER VALVE WATER CONC. CURB & GUTTER YARD INLET (YI) GAS VALVE SANITARY SEWER MANHOLE CLEANOUT (CO) NATURAL GAS LINE SANITARY SEWER LINE (MATERIAL UNKNOWN) WATER LINE FENCE OVERHEAD TELEPHONE FIBER OPTIC LINE CABLE TV JUNCTION BOX (JB) DROP INLET (DI) CURB INLET (CI) STORM DRAIN PIPE CONCRETE SIDEWALK POWER POLE & GUY LIGHT POLE ELEC BOX TELEPHONE PED A/C / 2 X 2 PAD TUNNEL N/F THE UNIVERSITY OF SOUTH CAROLINA TMS#R WHEAT STREET WEST ENERGY FACILITY CEMENT BUILDING SITE NOT TO SCALE General Notes: 1. The information shown on these plans is a compilation of the existing conditions survey and drawings of the building's plumbing furnished by the owner and is intended to show the obstacles that will be encountered in replacing the existing sanitary sewer service. Additional underground utilities may be present within the designated work area. As is required for all excavation projects contractor shall contact SC-811 to have all utilities marked prior to start of construction. 2. Contractor shall abide by all rules and regulations pertaining to worker safety for excavations in confined spaces. 3. Excavated areas shall be restored to original elevations and surface treatment after construction. 4. This plan is not intended to dictate the contractor's methodology for sewer service replacement. The owner will entertain any replacement methods that are based on sound engineering and construction practice and meets or exceeds the minimum design requirements. MAIN STREET CITY OF COLUMBIA MAINTAINED ROAD Owner's preference: existing tree to remain WATER 18" OAK 24" OAK GRATE TOP: INV TO FLOOR: HANDRAIL STEPS CWP 3 CWP 2 / PANEL TRANS- FORMER FFE: at doorway CLOSET 4" METAL SUPPORTS PUMP 18" PIPE VALVE FLOOR DRAIN Subsurface piping as indicated on plumbing plan (P2 OF 2) for West Energy Facility prepared by Reed, Flemming & Assoc., INC. plans dated July 1971, USC file No Contractor to verify location of sewer lateral prior to start of construction HANGING PIPE SUPPORT PANEL / SWITCHES Existing Conditions and Profile West Energy Sanitary Sewer - State Project # H27-Z1-CP 3 DAYS BEFORE DIGGING IN SOUTH CAROLINA Palmetto Utility Protection Service Notes: 1. Existing conditions survey performed by Chao and Associates. 2. Street Right-of-Way and property information taken from Richland County GIS. 3. Benchmark is based on assumed datum. DRIVEWAY Construction notes: 1. Contractor is cautioned that the location and/or elevation of existing utilities shown herein are based on records provided by the utility company and information obtained from the field. Contractor shall verify all existing field conditions and utilities prior to beginning work. 2. Contractor is required to contact Palmetto Utility Protection Service (811) three days prior to any digging or commencing construction. 3. Provide silt fence and other erosion control devices, as may be required, to control soil erosion during construction. All disturbed areas shall be cleaned, graded and stabilized with grassing immediately after completion of construction in the area. 4. Contractor shall repair any damage caused to any existing site features to remain including, but not limited to, buildings, pavement, curb and gutter, storm drains, underground utilities, fencing, etc. in their entirety. Repairs shall be at the contractor's expense. 5. Sod shall be installed in all areas disturbed by construction that are not intended to be covered by impervious material, unless otherwise indicated. 6. If necessary, slopes which exceed four vertical feet or 4:1 slopes should be stabilized with an approved turf reinforcing mat in addition to hydroseeding. It may be necessary to install temporary slope drains during construction. Temporary berms may be needed daily until slope is brought to grade. 7. Contractor shall take necessary action to minimize the tracking of mud onto the paved roadway from construction areas. Contractor to daily remove mud/soil from pavement as required. 8. 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 to the satisfaction of Lexington County. 9. Contractor shall abide by all provisions of the City of Columbia storm drainage and erosion control ordinances as well as the South Carolina Sediment Reduction Act. 10. All excavation is unclassified. Excess material is to be removed from the site and disposed of in a legal manner. 11. All construction staking shall be provided at the contractor's expense. HMC Checked: GAL Drawn: c1.0 File: C-R2.dwg Project No.:
3 LEGEND FIRE HYDRANT WATER VALVE WATER GAS VALVE SANITARY SEWER MANHOLE CLEANOUT (CO) NATURAL GAS LINE SANITARY SEWER LINE (MATERIAL UNKNOWN) WATER LINE FENCE OVERHEAD TELEPHONE FIBER OPTIC LINE CABLE TV CONC. CURB & GUTTER YARD INLET (YI) JUNCTION BOX (JB) DROP INLET (DI) CURB INLET (CI) STORM DRAIN PIPE CONCRETE SIDEWALK POWER POLE & GUY LIGHT POLE ELEC BOX TELEPHONE PED A/C / 2 X 2 PAD MAIN STREET CITY OF COLUMBIA MAINTAINED ROAD 6" DIP min. 1% slope Cleanout required at change in direction Tie to existing manhole Road Building wall Exist. SSMH WATER Curb and Gutter Sidewalk 18" OAK Concrete wall GRATE TOP: INV TO FLOOR: Exist. grade HANDRAIL ONCRETE WALL STEPS CWP 3 CWP 2 / PANEL TRANS- FORMER Electrical vault FFE: at doorway TUNNEL CLOSET PUMP West Energy Facility Building WEST ENERGY FACILITY CEMENT BUILDING 4" METAL SUPPORTS N/F THE UNIVERSITY OF SOUTH CAROLINA TMS#R WHEAT STREET 18" PIPE VALVE FLOOR DRAIN HANGING PIPE SUPPORT Subsurface piping as indicated on plumbing plan (P2 OF 2) for West Energy Facility prepared by Reed, Flemming & Assoc., INC. plans dated July 1971, USC file No Contractor to verify location of sewer lateral prior to start of construction PANEL / SWITCHES Refer to plumbing plan details on re-connections of existing subfloor piping. Remove and replace concrete floor slab as needed to facilitate work. SITE NOT TO SCALE Area of disturbance: 0.1 acre Utility Plan West Energy Sanitary Sewer - State Project # H27-Z1-CP Bottom of electrical vault Replace exist. sanitary sewer service Basement floor elevation HMC Checked: GAL Drawn: Project No.: C-R2.dwg File: Ground Level to Basement Scale: 1" = 10' horiz. 1" = 5' vert. 3 DAYS BEFORE DIGGING IN SOUTH CAROLINA Palmetto Utility Protection Service Notes: 1. Existing conditions survey performed by Chao and Associates. 2. Street Right-of-Way and property information taken from Richland County GIS. 3. Benchmark is based on assumed datum. c2.0
4 c3.0 Project No.: Checked: GAL File: C-R2.dwg Drawn: HMC Construction Details West Energy Sanitary Sewer - State Project # H27-Z1-CP
5 Drawn: DEM Checked: TFS File: P1_0.dwg Project No.: Floor Plan, Notes, & Detail West Energy Sewer Service - State Project # H27-Z1-CP CONSULTING ENGINEERS & LAND SURVEYORS Swygert & Associates p
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