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Item 18 - Traffic Signal Installation at Segerstrom Avenue and Rosewood Avenue
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Item 18 - Traffic Signal Installation at Segerstrom Avenue and Rosewood Avenue
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1/27/2025 4:50:22 PM
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1/21/2025 3:12:07 PM
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City Clerk
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Agenda Packet
Agency
Public Works
Item #
18
Date
1/21/2025
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CITY OF SANTA ANA <br />TABLE OF CONTENTS <br />PROJECT NO.: 25-6030 <br />TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD <br />AVENUE <br />SECTION / ITEM <br />PAGE <br />4.33 Closed Circuit Television (CCTV) System................................................................... 82 <br />4.34 IP Communication System............................................................................................. 83 <br />4.35 Payment..........................................................................................................................83 <br />5.00 Special Provisions - Irrigation, Landscaping, & Maintenance Period .......... Not Used <br />6.00 Special Provisions -Sanitary Sewer Improvements <br />6.01 <br />Open Trench Operations, Excavation, Bedding, and Backfill....................................... 85 <br />6.02 <br />Import Backfill Material................................................................................................ <br />87 <br />6.03 <br />Existing Utilities and Adjustments in Grade.................................................................. <br />87 <br />6.04 <br />Landscaping and Irrigation Repair................................................................................. <br />87 <br />6.05 <br />Portland Cement Concrete (PCC) Cross Gutter............................................................. <br />88 <br />6.06 <br />Temporary Paving (When Trenching in PCC Streets) ................................................... <br />88 <br />6.07 <br />Permanent Asphalt Concrete Trench Pavement Replacement ....................................... <br />88 <br />6.08 <br />Permanent Portland Cement Concrete (PCC) Trench Pavement and Bus Pad <br />Replacement................................................................................................................... <br />89 <br />6.09 <br />Vitrified Clay Pipe (VCP) Sewer Main......................................................................... <br />92 <br />6.10 <br />Polyvinyl Chloride (PVC) Sewer Pipe........................................................................... <br />94 <br />6.11 <br />New Manhole Structures................................................................................................ <br />97 <br />6.12 <br />Remove Existing Manhole Structures............................................................................ <br />99 <br />6.13 <br />Abandon Existing Sewer Main...................................................................................... <br />99 <br />6.14 <br />Abandon Existing Manhole Structures.......................................................................... <br />99 <br />6.15 <br />Construct 4" or 6" High Density Polyethylene (HDPE) Sewer Laterals and Cleanouts <br />(Pipe Burst).................................................................................................................. <br />100 <br />6.16 <br />Construct 4" or 6" Polyvinyl Chloride (PVC) Sewer Laterals and Cleanouts (Open <br />Trench)......................................................................................................................... <br />103 <br />6.17 <br />Connect Sewer Laterals................................................................................................ <br />105 <br />6.18 <br />Closed Circuit Television (CCTV) Inspection of Sewer Main and Laterals ...............105 <br />6.19 <br />Sewer Flow Level Monitoring & Alarming Device .................................................... <br />107 <br />6.20 <br />Repair Couplings.......................................................................................................... <br />107 <br />6.21 <br />Sewer Flow Bypassing................................................................................................. <br />107 <br />6.22 <br />Submittals.....................................................................................................................110 <br />7.00 Special Provisions -Water Main Improvements .............................................. Not Used <br />8.00 Special Provisions - Storm Drain Construction .............................................. Not Used <br />9.00 Special Provisions - Electrical System............................................................ Not Used <br />10.00 Special Provisions - Bridge Construction........................................................ Not Used <br />11.00 Special Provisions -Miscellaneous Construction <br />11.01 CIPP Liner Pipe........................................................................................................... 111 <br />lv <br />
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