REVISED SHEET 111.pdf
PDF 1 MB Posted
- Solicitation number
- 37-24-023
- Issued by
- Wayne County, Dansville Village, Michigan
About this file
This document is a detailed engineering design sheet (Sheet 111) for the Wayne County Rouge Valley Sewage Disposal System (RVSDS) Phase 2C/3C Pipe Rehabilitation project, specifically focusing on Rehab Location 2: NHV 3-29-28. The sheet, prepared by OHM Advisors, provides comprehensive structural construction details for a sewer rehabilitation project located along Edward N. Hines Drive. The design includes specific technical drawings showing section views, structural details, and site mapping with precise measurements for sewer line configurations, including details for sanitary sewer, control structures, and pipe lining specifications.
The drawing includes technical specifications for multiple structural elements, with a quantities table listing various components such as sewer pipes, structures, and rehabilitation items. The design appears to be part of a larger municipal infrastructure improvement project targeting approximately 21,000 feet of large diameter sewer rehabilitation, with this specific sheet addressing a particular segment of the overall project. The document is dated May 1, 2023, and is marked as part of the Wayne County RVSDS Phase 2C/3C project, suggesting an ongoing municipal infrastructure upgrade initiative focused on sewer system improvement and maintenance.
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42" SAN
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42" SAN
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42" SAN
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66" SAN
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48" SAN
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18" SAN
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42" STM
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66" SAN
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48" SAN
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EX GROUND @ SANTIARY SEWER
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QUANTITIES THIS SHEET
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TOTAL
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UNIT
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DESCRIPTION
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AutoCAD SHX Text Sewer, Rem, 24 inch to 48 inch
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AutoCAD SHX Text Erosion Control, Silt Fence
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AutoCAD SHX Text Aggregate Base, 21AA, 8 inch
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AutoCAD SHX Text Sanitary Sewer, CIPP Liner, 42 inch
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AutoCAD SHX Text Sanitary Sewer, RCP, 42 inch
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AutoCAD SHX Text HMA, 5EML, 2.5 inch Pathway
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AutoCAD SHX Text HMA. 5EML, 1.5 inch Roadway
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AutoCAD SHX Text Pavt, Nonreinf Conc, 8 inch
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AutoCAD SHX Text Fence, Temp
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AutoCAD SHX Text Restoration
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AutoCAD SHX Text Sanitary Structure, 72 inch dia
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%%USTRUCTURE CONSTRUCTION DETAILS
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%%USECTION A-A
AutoCAD SHX Text NEENAH COVER TYPE 1650-HV SEE DETAIL ON SHEET # # INCLUDED IN SANITARY STRUCTURE, 72 INCH DIA
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BOLT IN NEENAH FRAME (TYP) (WRAPIDSEAL OVER BOLTS)
AutoCAD SHX Text PRECAST REINFORCED CONCRETE FLAT SLAB TOP SEE MDOT SPECIAL DETAIL R-1-SERIES FOR THICKNESS AND REINFORCEMENT REQUIREMENTS ALL COSTS INCLUDED IN SANITARY STRUCTURE, 72 INCH DIA
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42" INV OUTLET
AutoCAD SHX Text SANITARY STRUCTURE, 72 INCH DIA SEE MDOT SPECIAL DETAIL R-1-SERIES FOR THICKNESS AND REINFORCEMENT REQUIREMENTS FOR 72" DIA MANHOLES *ALTERNATE STRUCTURES MAY BE PROVIDED PENDING APPROVAL FROM THE ENGINEER **CONTRACTOR SHALL VERIFY INVERT LOCATIONS AND DEPTH OR ACCOUNT FOR ADJUSTMENT AS NECESSARY
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APPLY BUTYL SEALANT (TYP ALL JOINTS)
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APPLY BUTYL SEALANT AROUND JOINT ON BOTH SIDES OF BOLTS (TYP)
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OVERLAP WRAPIDSEAL PER MANUFACTURER'S RECOMMENDATIONS (TYP)
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INSTALL WRAPIDSEAL (OR APPROVED EQUAL) AROUND TOP OF MANHOLE AND FRAMES (TYP)
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T/CAST = XXX.XX*
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FINISHED GRADE = XXX.XX*
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42" INV INLET
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SANITARY STRUCTURE, 72 INCH DIA
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EXISTING AS-BUILTS INDICATE (12) 7.5°SEGMENTED PIPES TO CREATE THE 90° BEND.
AutoCAD SHX Text REMOVE AND REPLACE EXISTING SANITARY SEWER AS NEEDED TO INSTALL THE SANITARY STRUCTURE, PAYMENT INCLUDED IN THE RELATIVE SANITARY SEWER AND REMOVAL PAY ITEMS
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EDWARD N HINES DR
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AutoCAD SHX Text GRAPHIC SCALE: 1 inch =
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REHAB LOCATION 2: NHV 3-29-28
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SANITARY STRUCTURE, 72 INCH. 1 EA1 EA
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SANITARY STRUCTURE, 72 INCH, 1 EA1 EA
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EROSION CONTROL, SILT FENCE, 80 FT80 FT
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EROSION CONTROL, SILT FENCE, 250 FT250 FT
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SANITARY SEWER, CIPP LINER, 42 INCH, FULL LENGTH, 89 FT FT
AutoCAD SHX Text NOTE: 1. THE CONTRACTOR SHALL RESTORE IMPACTED AREAS PER WAYNE COUNTY DEPARTMENT OF PUBLIC SERVICES PARKS DIVISION STANDARDS AS DETAILED IN THE PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL RESTORE IMPACTED AREAS PER WAYNE COUNTY DEPARTMENT OF PUBLIC SERVICES PARKS DIVISION STANDARDS AS DETAILED IN THE PROJECT SPECIFICATIONS. 2. ALL DISTURBED AREAS WITHIN ROAD R.O.W. OR DRAIN EASEMENT SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN ALL DISTURBED AREAS WITHIN ROAD R.O.W. OR DRAIN EASEMENT SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN DISTURBED AREAS WITHIN ROAD R.O.W. OR DRAIN EASEMENT SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN DISTURBED AREAS WITHIN ROAD R.O.W. OR DRAIN EASEMENT SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN AREAS WITHIN ROAD R.O.W. OR DRAIN EASEMENT SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN AREAS WITHIN ROAD R.O.W. OR DRAIN EASEMENT SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN WITHIN ROAD R.O.W. OR DRAIN EASEMENT SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN WITHIN ROAD R.O.W. OR DRAIN EASEMENT SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN ROAD R.O.W. OR DRAIN EASEMENT SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN ROAD R.O.W. OR DRAIN EASEMENT SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN R.O.W. OR DRAIN EASEMENT SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN R.O.W. OR DRAIN EASEMENT SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN OR DRAIN EASEMENT SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN OR DRAIN EASEMENT SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN DRAIN EASEMENT SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN DRAIN EASEMENT SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN EASEMENT SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN EASEMENT SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN SHALL BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN BE RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN RESTORED WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN WITH 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN 3 INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN INCHES TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN TOPSOIL, SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN SEED MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN MIX, THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN THM AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN AND MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN MULCH OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN OF WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN WITH EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN EXCELSIOR EROSION CONTROL BLANKETS. SLOPES STEEPER THAN EROSION CONTROL BLANKETS. SLOPES STEEPER THAN EROSION CONTROL BLANKETS. SLOPES STEEPER THAN CONTROL BLANKETS. SLOPES STEEPER THAN CONTROL BLANKETS. SLOPES STEEPER THAN BLANKETS. SLOPES STEEPER THAN BLANKETS. SLOPES STEEPER THAN SLOPES STEEPER THAN SLOPES STEEPER THAN STEEPER THAN STEEPER THAN THAN THAN 1 ON 3 AND DITCH BOTTOMS SHALL BE RESTORED WITH 2 INCHES OF TOPSOIL AND SOD. ALL SOD SHALL BE STAKED IN PLACE WHEN INSTALLED IN A DITCH, DRAIN, OR ON ANY SLOPE. 3. PAY ITEMS ARE BASED ON ORIGINAL HOST PIPE SIZE. CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR PAY ITEMS ARE BASED ON ORIGINAL HOST PIPE SIZE. CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR ITEMS ARE BASED ON ORIGINAL HOST PIPE SIZE. CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR ITEMS ARE BASED ON ORIGINAL HOST PIPE SIZE. CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR ARE BASED ON ORIGINAL HOST PIPE SIZE. CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR ARE BASED ON ORIGINAL HOST PIPE SIZE. CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR BASED ON ORIGINAL HOST PIPE SIZE. CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR BASED ON ORIGINAL HOST PIPE SIZE. CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR ON ORIGINAL HOST PIPE SIZE. CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR ON ORIGINAL HOST PIPE SIZE. CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR ORIGINAL HOST PIPE SIZE. CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR ORIGINAL HOST PIPE SIZE. CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR HOST PIPE SIZE. CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR HOST PIPE SIZE. CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR PIPE SIZE. CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR PIPE SIZE. CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR SIZE. CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR SIZE. CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR CONTRACTOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR SHALL ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR ANTICIPATE SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR SOME CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR CORROSION IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR IN ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR ACCORDANCE WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR WITH TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR TEH MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR MSI REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR REPORTS AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR AND WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR WILL BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR BE REQURED TO MAKE PRE-LINING MEASUREMENTS FOR REQURED TO MAKE PRE-LINING MEASUREMENTS FOR REQURED TO MAKE PRE-LINING MEASUREMENTS FOR TO MAKE PRE-LINING MEASUREMENTS FOR TO MAKE PRE-LINING MEASUREMENTS FOR MAKE PRE-LINING MEASUREMENTS FOR MAKE PRE-LINING MEASUREMENTS FOR PRE-LINING MEASUREMENTS FOR PRE-LINING MEASUREMENTS FOR MEASUREMENTS FOR MEASUREMENTS FOR FOR FOR THE LINER DESIGN PRIOR TO COMMENCING WORK. ADDITIONAL PAYMENT WILL NOT BE MADE ON THIS BASIS.
AutoCAD SHX Text EXISTING SANITARY MANHOLE LOCAL MUNICIPALITY EXISTING SANITARY MANHOLE CIPP LINE EXISTING SANITARY SEWER GEOTEXTILE SILT FENCE EXISTING JUNCTION CHAMBER
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LEGEND
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SANITARY SEWER, CIPP LINER, 42 INCH, FULL LENGTH, 69 FT FT
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SANITARY SEWER, CIPP LINER, 42 INCH, FULL LENGTH, 94 FT FT
| Sheets and Views |
| 111 REHAB LOCATION 2 |
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