Loading...
HomeMy WebLinkAboutPA2023-0076_20230403_Construction Management Plan dated March 2023 Attachment 4g Construction Management Plan CONSTRUCTION MANAGEMENT PLAN Project No. 5-67 Bay Bridge Pump Station Replacement March 2023 Construction Management Memo Bay Bridge Pump Station Replacement Project No. 5-67 i March 2023 Table of Contents Table of Contents ........................................................................................................................................................ i Acronyms and Abbreviations ..................................................................................................................................... iii Section 1 – Introduction ........................................................................................................................................ 1-1 Section 2 – Construction Requirements ............................................................................................................... 2-1 2.1 Construction Easements and Laydown .................................................................................................. 2-1 2.1.1 Easements and Laydown Area..................................................................................................... 2-1 2.1.2 Offsite Staging Areas and Potential Pricing ................................................................................. 2-1 2.2 Construction Equipment ......................................................................................................................... 2-1 2.2.1 Shoring ......................................................................................................................................... 2-1 2.2.2 Dewatering.................................................................................................................................... 2-1 Section 3 – Preliminary Construction Sequence Plan .......................................................................................... 3-1 3.1 Construction Sequence .......................................................................................................................... 3-1 3.1.1 Force Main Microtunneling and Tie-Ins ........................................................................................ 3-1 3.1.2 Soil Improvements Phase A ......................................................................................................... 3-2 3.1.3 Pump Station Below Grade .......................................................................................................... 3-2 3.1.4 Pump Station Above Grade and Pump Station MEP ................................................................... 3-3 3.1.5 Site Utilities and Electrical Tie-ins ................................................................................................ 3-4 3.1.6 Pump Station Test and Commissioning Phase 1 – Phase 4 (ORT, FAT, RAT, PAT) ................. 3-4 3.1.7 Existing Pump Station Demolition ................................................................................................ 3-4 3.1.8 Soil Improvements Phase B ......................................................................................................... 3-4 3.1.9 Permanent Gravity Approach Pipe and Commissioning .............................................................. 3-4 3.1.10 Odor Control Building ................................................................................................................... 3-4 3.1.11 Odor Control Commissioning ....................................................................................................... 3-5 3.2 Demolition ............................................................................................................................................... 3-5 3.2.1 Pump Station ................................................................................................................................ 3-5 3.2.2 Force Main .................................................................................................................................... 3-5 3.2.3 Diversion Structure ....................................................................................................................... 3-5 Section 4 – Construction Quality Control Monitoring Plan ................................................................................... 4-1 4.1 Vibration Monitoring ................................................................................................................................ 4-1 4.2 Noise Monitoring ..................................................................................................................................... 4-1 Construction Management Memo Bay Bridge Pump Station Replacement Project No. 5-67 ii March 2023 Figures Figure 2-1 Project Site Layout ................................................................................................................................ 2-2 Figure 2-2 Project Site Easements ......................................................................................................................... 2-3 Figure 2-3 Microtunneling Construction Laydown Area ......................................................................................... 2-4 Figure 2-4 Offsite Staging Area Alternatives .......................................................................................................... 2-5 Figure 3-1- Shoring Concept for Removal of Whalers and Struts after Structural Beam Construction ................. 3-3 Tables Table 4-1 Noise Control Requirements per OC San Spec 001 General Requirements ........................................ 4-1 Appendices Appendix A – Construction Management Summary and Schedule Appendix B – Microtunneling Plans and Profiles Construction Management Memo Bay Bridge Pump Station Replacement Project No. 5-67 iii March 2023 Acronyms and Abbreviations AECOM AECOM Technical Services, Inc. Arcadis Arcadis U.S., Inc. BBPS Bay Bridge Pump Station City City of Newport Beach CLSM controlled low-strength material dB decibel FAT Functional Acceptance Test FM force main HDPE high-density polyethylene HVAC heating, ventilation, and air conditioning MEP mechanical, electrical and plumbing MMRP Mitigation Monitoring and Reporting Program MTBM microtunneling boring machine NFM Newport Force Main OC San The Orange County Sanitation District ORT Operational Readiness Test PAT Performance Acceptance Test PCH Pacific Coast Highway Project BBPS Replacement Project RAT Reliability Acceptance Test RCP Reinforced Concrete Pipe SCE Southern California Edison Construction Management Memo Bay Bridge Pump Station Replacement Project No. 5-67 1-1 March 2023 Section 1 – Introduction The Orange County Sanitation District (OC San) owns, operates, and maintains a series of wastewater pump stations and corresponding Newport Force Main (NFM) network along the Pacific Coast Highway (PCH) in the City of Newport Beach (City), California. The network conveys wastewater to the Plant No. 2 wastewater treatment facility in Huntington Beach. The existing Bay Bridge Pump Station (BBPS) is the furthest upstream pump station of the NFM network. The BBPS is located within the City on the inland (north) side of PCH, east of the channel. The force mains (FMs) associated with the BBPS pass under PCH to the south, then west under the channel, terminating in a valve vault west of the channel on the south side of PCH. The BBPS and associated FMs are critical elements to OC San’s Newport Beach collection backbone, therefore the facility must be capable of continuous service to the community and avoid spills for the next design lifespan. OC San proposes the BBPS Replacement Project (Project) to replace the existing BBPS and associated FMs for the following reasons:  To optimize flow conveyance to meet updated minimum flows, average daily flows, and peak wet weather flows.  To increase reliability. The existing facilities are 50 years old, near the end of their useful life and were designed under outdated seismic, electrical, and safety codes.  To improve system efficiency, provide odor control, update automation, improve interior access and ergonomics for safety and better maintainability.  To Increase vehicular safety for OC San Operations & Maintenance personnel where safe entry and exit can be made, and maintenance crews and drivers can easily access the site. This memorandum documents the construction phase implementation, construction requirements, and construction quality control, and traffic control associated with the Project. The memorandum also includes a construction schedule of the Project as currently planned. A construction management summary table has been developed in Appendix A, including the preliminary construction phases, construction schedule, construction hours, potential material storage, employee requirements and potential parking locations, and activities that require traffic control on PCH. Construction Management Memo Bay Bridge Pump Station Replacement Project No. 5-67 2-1 March 2023 Section 2 – Construction Requirements 2.1 Construction Easements and Laydown 2.1.1 Easements and Laydown Area The pump station site layout is shown on Figure 2-1. Construction easements and laydown area at the pump station site will use the pump station area as well as temporary construction easements that surround the proposed site. A temporary and permanent access easement may be used for ingress/egress. Figure 2-2 illustrates the property limits, construction and access easements required for construction. For the microtunneling, the area immediately west of the existing pump station will be used for a launch pit. Figure 2-3 illustrates the laydown requirements for microtunneling construction. There is also a construction laydown area around the receiving shaft at the west of the channel, within Caltrans right of way. 2.1.2 Offsite Staging Areas and Potential Pricing Accessibility to construction staging sites within Newport Beach area is limited since the area is built-out. It is expected that the contractor will require an offsite staging area that can be used for deliveries, storage, and construction trailers. The potential offsite staging area alternatives are identified as listed below and on Figure 2-4.  Lower Castaways Park – On the other side of the bay, Castaway Park has areas that have been used for construction staging for City projects. Soil shall not be stored at Lower Castaways Park.  OC San Treatment Plant No. 2 – OC San may offer an area at Plant No. 2 for the contractor staging and Plant No. 2 will only be used for soil storage. 2.2 Construction Equipment 2.2.1 Shoring Shoring will be necessary at several locations where excavations are deep, and space is limited. The pump station site will require shoring for construction of the FMs and the pump station building. A receiving shaft on the west side of Lower Newport Channel will require shoring and dewatering, once final connections are made the shoring system will be removed in this area. 2.2.2 Dewatering The depth of the groundwater table for the project area is at or near sea level. Several proposed excavations will be below the groundwater table and need to be dewatered. The contractor should implement dewatering methods to lower and maintain a groundwater level below the excavation bottom by about 5 feet. TRANSFORMER ACCESS HATCH GENERATOR ROOM RAISED PLATFORM ELECTRICAL ROOM ODOR CONTROL AREA PUMP STATION (BELOW GRADE) NORTH GATE 24' WIDE SWING GATE SOUTH GATE 24' WIDE SWING GATE WEST GATE 18' WIDE CANTILEVER SLIDING GATE MANHOLE COVERS, TYP. SEE STRUCTL DWGS RAISED PLATFORM 45.57' 16.23' 9.52' TOW = 29.33' PEDESTRIAN GATE 8' HIGH WALL 10' HIGH WALL 8' HIGH WALL F U T U R E A C C E S S R O A D P A C I F I C C O A S T HI G H WA Y (E) BUILDING STRUCTURE OUTLINE 10' HIGH WALL 8' HIGH WALL 10' HIGH WALL 15' HIGH WALL 15' HIGH WALL A2001 1 A20012 A2001 3 A2001 4 173.84' 57.26' 18.00' 4.44' EXTERIOR WALL BOUNDARY SWITCHBOARD 106.32' 133.53' 39.48' 24.00' 43.99' LANDSCAPE AREA (SEE LANDSCAPE DWGS) 6' - 5 1/8" LANDSCAPE AREA (SEE LANDSCAPE DWGS) TOW = 24.00' TOW = 24.00' TOW = 24.00' TOW = 24.67' TOW = 23.33' TOW = 22.00' TOW = 22.00' 6' - 10" 23' - 7 5/8" 41' - 7 7/8" TOW = 22.00' 9 TOW = 24.67' TOW = 29.33' 5.07' TOW = 23.33' TOW = 23.33' TOW = 29.33' TOW = 29.33' SWITCHBOARD PLATFORM (REMOVABLE) SCALE: 1/8" = 1'-0" SITE PLAN PROJECT SITE LAYOUT FIGURE 2-1 ORANGE COUNTY SANITATION DISTRICTBAY BRIDGE PUMP STATION REPLACEMENT PROJECT NO. 5-67 401 SF 1,588 SF 17,227 SF ENTRANCE & EXIT ON BAY SIDE DRIVE 3,877 SF 955 SF 387 SF 1,873 SF 9,713 SF PROJECT SITE EASEMENTS FIGURE 2-2 ORANGE COUNTY SANITATION DISTRICTBAY BRIDGE PUMP STATION REPLACEMENT PROJECT NO. 5-67 42SEW(C)42SEW(C)24SD(C) 24SD(C) 30SD(C)30SD(C)30SD(C) CB CB CB 30 W ( D ) 30 W ( D ) 30 W ( D ) 30 W ( D ) 30 W ( D ) 30 W ( D ) E W( B ) CO CO J J J J JJ J J J T D J CAB S S S 42SEW(C)42SEW(C)24SD(C) 24SD(C) 30SD(C)30SD(C)30SD(C) CB CB CB 30 W ( D ) 30 W ( D ) 30 W ( D ) 30 W ( D ) 30 W ( D ) 30 W ( D ) E W( B ) CO CO J J J J JJ J J J T D J CAB S S S 173' 71' PIPE STORAGE 60'X12' SLURRY TANKS 20' X 8' CONTROL ROOM 20'X8' OFFICE 20' X 12' GENERATOR 15'X6' TOOL STORAGE 20'X12' 40T CRAWLER CRANE 25'X20' SEPARATION TANK 20' X 8' TUNNEL SHAFT 28'X18' (INSIDE DIMENSIONS) DESILTING TANK 10' X 12' BENTONITE & GROUT PLANT 20' X 8' DEWATERING PUMP 5'X10' 5' MINIMUM WIDTH PEDESTRIAN WALKWAY TEMPORARY ACCESS EASEMENT PROPOSED ACCESS EASEMENT TEMPORARY CONSTRUCTION EASEMENT 28' 18' 7' 9' PACI F I C C O A S T H I G H W A Y ORANGE COUNTY SANITATION DISTRICT BAY BRIDGE PUMP STATION REPLACEMENT PROJECT NO. 5-67 FIGURE Scale: 1 in = 30 ft 0 30'60' NO R T H LEGEND RIGHT-OF-WAY BOUNDARIES STREET CENTERLINE EXISTING OCSD FORCE MAIN MICROTUNNELING 2-3 MICROTUNNELING CONSTRUCTION LAYDOWN AREA 1 mi N ➤➤ N OFFSITE STAGING AREA ALTERNATIVES FIGURE 2-4 ORANGE COUNTY SANITATION DISTRICTBAY BRIDGE PUMP STATION REPLACEMENT PROJECT NO. 5-67 Orange County Sanitation District Treatment Plant No. 2 Lower Castaways Park Bay Bridge Pump Station Construction Management Memo Bay Bridge Pump Station Replacement Project No. 5-67 3-1 March 2023 Section 3 – Preliminary Construction Sequence Plan The BBPS site is surrounded by private property to the north, west, and east and the PCH to the south. The future odor control structure will be located at the existing BBPS site. The construction sequencing will need to occur such that operation of the existing pump station is not interrupted until the new pump station is ready to operate. As shown in Appendix A, the construction phasing of the Project includes six phases:  Phase 1 – Microtunneling  Phase 2 – Below Grade Pump Station Construction  Phase 3 – Pump Station MEP & Above Grade Construction  Phase 4 – Site Utilities for Pump Station Testing and Commissioning  Phase 5 – Pump Station Testing and Commissioning  Phase 6 – Existing Pump Station Demolition, Odor Control, and Site Utilities The construction sequence will need to account for both the existing facility and limited space. During construction sequence development, major construction milestones were identified as follows:  FM microtunneling and tie-ins completion (Phase 1)  Soil Improvements Phase A (Phase 1)  Pump station below grade completion (Phase 2)  Pump station above grade and pump station mechanical, electrical, and plumbing (MEP) (Phase 3)  Site utilities and electrical tie-ins, completion (Phase 4)  Pump station test and commissioning completion (Phase 5)  Existing pump station demolition (Phase 6)  Soil Improvements Phase B (Phase 6)  Permanent gravity approach pipe completion (Phase 6)  Odor control building completion (Phase 6)  Odor control commissioning (Phase 6) This section outlines a proposed construction sequence for the given site constraints and includes the aforementioned milestones. This section also provides details regarding certain construction aspects, including temporary bypassing and pumping, temporary odor control, demolition of key facilities, and contingency plans. 3.1 Construction Sequence The following narrative provides a description for one potential sequence to construct the BBPS. 3.1.1 Force Main Microtunneling and Tie-Ins The pump station construction will first commence demolition, clearing and grubbing of the future pump station site for the microtunneling work laydown and mobilization. The microtunneling launch pit will be located on the southeast corner of the proposed pump station site, directly north of PCH and directly west of the existing BBPS as shown in Appendix B. The available space onsite above grade is expected to be near fully occupied by the microtunneling equipment as shown in Figure 2-3. Once the shaft is constructed, the microtunneling operation will proceed. The microtunneling operation will be controlled from an above grade station. The tunnelling will provide the casing for the FM pipes, placing segments of 72-inch reinforced concrete pipe (RCP) in approximately 8 to 12-foot lengths for the 1,320-foot drive. Construction Management Memo Bay Bridge Pump Station Replacement Project No. 5-67 3-2 March 2023 While the microtunneling operation is in progress from the east side of the bay, the receiving shaft on the west side of Newport Beach Bay can be constructed. The receiving pit will be located just south of the PCH bus transfer station/stop to the east of Dover Drive as shown in Appendix B. The microtunneling operation will end when the microtunneling boring machine (MTBM) breaks through the receiving shaft on the west side of the bay, completing the construction of the 72-inch RCP casing. The 24-inch high-density polyethylene (HDPE) FMs will then be placed inside the pipeline, pressure tested, and grouted in place. The FMs will then be tied-in to the existing NFM on the west side of the bay and connected to the existing BBPS via temporary piping and operated with the existing BBPS flow until completion of the new BBPS. Connecting the existing to the new FM’s will require a pump station shutdown and temporary pumped bypass. The launching and receiving shafts on the east and west sides of the Bay will then be backfilled. 3.1.2 Soil Improvements Phase A To prevent differential settlement of the buildings and facilities, soil improvements are proposed at the pump station site. In either scenario, the site will be most accessible prior to initiation of the below grade pump station work. Areas at the existing BBPS will not be accessible and soil improvements for that area will be completed later in the project. 3.1.3 Pump Station Below Grade After the contractor completes the first phase soil improvements (Phase A), below grade construction of the pump station can commence. After shoring is placed, the shaft will be excavated to the depth required to pour the tremie slab. Depending on the dewatering required, permit limitations, and contractor’s schedule the tremie slab may be poured in the wet or in the dry after dewatering. Dewatering will likely continue after the tremie slab is cured until the waterproof membrane and pump station bottom slab and walls are in place. After the tremie slab is cured, the contractor can begin to place formwork and rebar for the bottom slab. If the slab is poured as a monolithic pour directly against the shoring, no formwork will be needed. After the bottom slab is cured the contractor will the place the rebar and formwork for the walls. Due to the constrained site, it is likely that the whalers and struts used for the excavation will not be outside the footprint of the pump station walls. Thus, the pump station walls will likely be poured in two phases. The first phase of the walls will be poured up to the same level as the structural beams that provide lateral support in the finished pump station. The beams will also be constructed in this phase. Once the walls and beams are cured and have sufficient compressive strength, the whalers and struts can be removed, and the second phase of walls can be poured up to grade. A picture showing the shoring concept is included below on Figure 3-1. Construction Management Memo Bay Bridge Pump Station Replacement Project No. 5-67 3-3 March 2023 Figure 3-1- Shoring Concept for Removal of Whalers and Struts after Structural Beam Construction Once the walls are cured to the design strength, the bridge crane will be installed. Finally, the pump station roof deck falsework, formwork, and rebar, will be placed before pouring the concrete roof deck to grade. 3.1.4 Pump Station Above Grade and Pump Station MEP During this phase of construction, concurrent work is expected, with the MEP work commencing in the below grade structure while the above grade structure is constructed. The contractor will install the equipment pads and equipment, including pumps, piping, and electrical equipment and conduits in the below grade structure while building the above grade structure. Electrical equipment in the electrical building will not be installed until completion of the above grade structure to protect the equipment from the environment. After the electrical equipment is installed wire installation and terminations can be completed and the equipment is ready for initial testing. In addition to the pump station building, the generator building, including generator installation will be completed during this phase. All MEP installation, including heating, ventilation, and air conditioning (HVAC), is expected to be completed during this time for the pump station and generator building. Construction Management Memo Bay Bridge Pump Station Replacement Project No. 5-67 3-4 March 2023 3.1.5 Site Utilities and Electrical Tie-ins It is unlikely significant sitework can be completed concurrently with structural construction of the pump station building, construction of the generator building, or installation of major equipment. Therefore, it is anticipated that site work will be completed after construction of the pump station structure. The FMs are the deepest utility onsite and will need to be connected to the piping in the pump station. This connection will be completed first. After that, the contractor is expected to complete the duct banks, odor control subsurface connections to the FMs, and storm drains. Completion of electrical will be in stages, first a new electrical connection will be made on the north side of PCH and will feed the new transformer. Once all new buildings are complete, additional electrical ductbanks will be constructed to each building. After the electrical utilities are completed, connection to Southern California Edison (SCE) can be completed. 3.1.6 Pump Station Test and Commissioning Phase 1 – Phase 4 (ORT, FAT, RAT, PAT) Upon completion of all mechanical work, connection to SCE, electrical installation and loop testing, the project can start commissioning which includes all phases of testing. After completion of the Performance Acceptance Test (PAT), regular operation of the pump station will commence while the contractor is completing other work onsite, as demolition of the existing BBPS and construction of the Odor Control Building is expected to continue for several months after the PAT. The Reliability Acceptance Test (RAT) will be completed with a temporary gravity approach pipe. The temporary gravity approach pipe is required because the final approach pipe conflicts with the existing pump station which cannot be demolished until the pump station is tested. 3.1.7 Existing Pump Station Demolition Once the new pumping facility is accepted by OC San, the existing pump station will be demolished. 3.1.8 Soil Improvements Phase B After the existing pump station is demolished, the previous facility will be backfilled. Soil improvements at areas of the pump station where is not accessible will be completed until the existing pump station is demolished. 3.1.9 Permanent Gravity Approach Pipe and Commissioning After the existing pump station is demolished, the permanent gravity approach pipe can be installed. The pump station can then be tested as a fully integrated system with a second PAT, ensuring all operating parameters continue to work properly with the permanent approach pipe. 3.1.10 Odor Control Building The odor control building construction can commence once the Phase B Soil Improvements are completed. The building construction should start after the permanent gravity approach pipe is complete to provide additional time for testing of the facility with the final configuration. The vapor phase odor control equipment consisting of a foul air fan, duct, carbon scrubber, power, and control panel, and associated electrical and instrumentation are required to be provided by the construction contractor. The construction contractor will also complete equipment pads, plumbing, and connections for the liquid phase odor control tanks and equipment. Following completion of the 5-67 contract, the liquid phase odor control equipment and tanks will be provided and tested by a third-party chemical vendor using OC San’s master contract services (currently contracted with Hill Brothers Chemical Company). Construction Management Memo Bay Bridge Pump Station Replacement Project No. 5-67 3-5 March 2023 3.1.11 Odor Control Commissioning Commissioning of the vapor phase odor control will be completed following construction. Liquid phase odor control commissioning is not currently planned to be part of the construction contract and can be completed after final completion of construction following installation by the third-party chemical vendor. 3.2 Demolition The following sections provide additional details regarding facilities that will require demolition during BBPS construction. 3.2.1 Pump Station Once the new FMs and pump station are constructed and operational, the existing pump station demolition can begin. The above grade portion of the existing pump station building will de-constructed and disposed of, while much of the structure below grade will be abandoned in place. Only the upper portion of the structure will be removed (approximately 7 feet below grade), and holes will be drilled into the bottom slab to allow for drainage infiltration. 3.2.2 Force Main The existing sewer FM will be abandoned in place where possible, flushed and filled with grout, or CLSM, and the pipe ends capped or plugged. The FM abandonments will be done after the complete installation and activation of the new FMs. Abandonment of sewers will also comply with OC San Specification 02278. 3.2.3 Diversion Structure The existing diversion structure / valve vault on the west side of the channel will be abandoned in place. The valve cover and all valves, piping, and appurtenances inside the valve vault will be removed or disposed of. Then, the valve vault will be filled with traffic rated Styrofoam to 12-inch below grade, constructed 12-inch-thick reinforced concrete slab on top, and flushed with vault walls. Construction Management Memo Bay Bridge Pump Station Replacement Project No. 5-67 4-1 March 2023 Section 4 – Construction Quality Control Monitoring Plan 4.1 Vibration Monitoring Considering that the project is located near residential developments, shoring methods, and piling installation may cause vibrations that could affect nearby property owners and could potentially damage nearby structures. Vibration monitoring should be performed during installation and extraction of driven sheet and or soldier piles. Vibration monitoring equipment should be placed between the installation equipment and the nearest structures. Equipment should be placed at varying distances to provide an indication of the reduction of vibration with distance from the installation equipment. Peak particle velocity at the closest structure to the installation should be kept below 0.5 inches per second. A pre-construction assessment of the existing conditions of nearby structures should be performed, as well as a post-construction assessment of the same structures to note any existing signs of distress before project construction and after piling removal. Monitoring should be performed for all structures within about 300 feet of the installation. 4.2 Noise Monitoring Noise generated during the BBPS construction, including demolition, excavation, building construction, shoring system installation, and nighttime construction work, will be limited and monitored. Maximum noise levels and associated monitoring should be performed in compliance with the City of Newport Beach code requirements and project specifications. According to the City of Newport Beach Municipal Code, Chapter 10.28.040 for Construction Activity – Noise Regulations, construction work shall only be performed on weekdays between 7:00 a.m. and 6:30 p.m. Additionally, OC San can impose additional restrictions where necessary. Table 4-1 below lists the noise parameters from OC San General Requirements Specifications. These hours will be reviewed with OC San and City during final design and adjusted if necessary. Table 4-1 Noise Control Requirements per OC San Spec 001 General Requirements Noise Parameter OC San Requirement per Spec 001 Work Hours Monday through Friday, 7:00 a.m. and 3:30 p.m. Construction Equipment All equipment used during construction shall be muffled Back-Up Bells on Equipment Only operated between 7:00 a.m. and 5:00 p.m. Air Compressors and Diesel Engine Operation Not permitted between 5:30 p.m. and 7:00 a.m. Temporary Generator Operation Permitted between 7:00 a.m. and 5:00 p.m. Generator Noise Level Not to exceed 85 dB at 3 feet Due to the commercial-residential properties around BBPS, noise mitigation measures should be implemented to audit and control construction noise. Noise mitigation measures reported in the Mitigation Monitoring and Reporting Program (MMRP) include: Construction Management Memo Bay Bridge Pump Station Replacement Project No. 5-67 4-2 March 2023  Required noise attenuation devices for all construction equipment  Provide a Noise Disturbance Coordinator to respond to any local complaints  Haul routes to be designated avoiding noise sensitive areas (residences, schools, hospitals, etc.)  Avoid construction activities outside of the allowable hours specified by the City of Newport Beach  Implement a Noise Control Plan to include types, location, and duration of equipment used during project construction, construction noise levels near sensitive areas within 1,000 feet of the project construction area, and noise reduction measures to minimize noise levels at off-site sensitive uses. It is possible that the Contractor may elect to install a sound wall if night work is anticipated. The most likely area to install the sound wall is on West Coast Highway adjacent to the existing valve vault. Work in this area includes the receiving shaft, sea wall, tie-ins to existing FM, and demolition of the existing valve vault. Appendix A A March 2023 Construction Management Summary and Schedule Orange County Sanitation District 5-67 Bay Bridge Pump Station Replacement Project Construction Management Summary Activity Special Hours of Construction / Traffic Control Hours Approx. Start and Finish Traffic Control Plan Sheet No.Notes Driving Shaft Construction M-F 7:00 a.m. - 5:00 p.m.9/18/2024-11/26/2024 TC7, TC8 Work area shall be fenced during non-working hours. Provide flaggers for pedestrian access during working hours. Min 4-ft sidewalk during non-working hours. Receiving Shaft Construction M-F 7:00 a.m. - 5:00 p.m.11/27/2024-1/7/2025 TC3, TC4 Work area shall be fenced during non-work hours. Contractor shall install AC ramp per ADA with drain pipe for pedestrian access during non-working hours and on weekend. Contractor shall maintain 5-ft min. walkway and restored the pedestrian walkway(bridge) /bike path under PCH open on weekend. Recommend bus stop relocation contractor shall notify OCTA at least 2 weeks prior to construction. Sewer FM Connections PCH at Dover Dr. M-F 8:00 p.m. - 6:00 a.m.9/3/2025 - 9/23/2025 TC5, TC6 All open excavation shall be back-filled outside of working hours. Traffic and roadway restored during non-working hours. Provide flaggers to control pedestrian traffic during working hours. Phase 2 – Below Grade Pump Station Construction 9/3/2025 9/15/2026 M-F 7:00 a.m. - 3:30 p.m. Castaways Park: Piping, Construction Equipment, Construction Trucks OC San Plant 2: Soil 30 - Cataways Park or Plant 2 NA NA NA NA NA Phase 3 – Pump Station MEP & Above Grade Construction 9/9/2026 8/10/2027 M-F 7:00 a.m. - 3:30 p.m. Castaways Park: Piping, Equipment, Construction Equipment, Construction Trucks OC San Plant 2: Soil 30 - Cataways Park or Plant 2 NA NA NA NA NA Phase 4 – Site Utilities for Pump Station Testing and Commissioning 1/27/2027 4/27/2027 M-F 7:00 a.m. - 3:30 p.m. Castaways Park: Piping, Ductbank, Equipment, Construction Equipment, Construction Trucks, , Traffic Control Devices OC San Plant 2: Soil 20 - Cataways Park or Plant 2 Underground Utility Construction M-F 9:00 a.m. - 3 p.m. Weekend 8:00 p.m. - 6 a.m.2/10/2027 - 4/27/2027 TC9, TC10, TC11 Provide flaggers for pedestrian access during working hours. Min 4-ft sidewalk during non-working hours. Phase 5 – Pump Station Testing and Commissioning 4/28/2027 5/30/2028 M-F 7:00 a.m. - 3:30 p.m.Castaways Park: Construction Equipment, Construction Trucks 15 - Cataways Park or Plant 2 NA NA NA NA NA Bypass pumping for Permanent Approach Pipe and Recycle Line Connection M - F 8:00 p.m. - 6 a.m.3/29/2028 - 4/11/2028 TC12, TC13 Utility Construction M-F 9:00 a.m. - 3 p.m. Weekend 8:00 p.m. - 6 a.m.3/29/2028 - 5/2/2028 TC9, TC10, TC11 Curb, Gutter, Driveway Improvement M - F 8:00 p.m. - 6 a.m.5/10/2028 - 5/23/2028 TC15, TC16, TC17 20 - Cataways Park or Plant 2 Provide flaggers for pedestrian access during working hours. Min 4-ft sidewalk during non-working hours. Phase 6 – Existing Pump Station Demolition, Odor Control, and Site Utilities 3/29/2028 10/24/2028 M-F 7:00 a.m. - 3:30 p.m. Castaways Park: Piping, Equipment, Construction Equipment, Construction Trucks, , Traffic Control Devices OC San Plant 2: Soil Phase Phase 1 – Microtunneling Activities Requiring Traffic Control on PCH Employee - Parking Material & Storage Construction HoursApprox. FinishApprox. Start 20 - Cataways Park or Plant 2 Castaways Park: 72" RCP Pipe, Microtunneling Equipment, Construction Trucks, Traffic Control Devices OC San Plant 2: Soil M-F 7:00 a.m. - 3:30 p.m.9/23/20259/4/2024 2023-03-13 1 of 1 ID Task Name Duration Start Finish Predecessors 1 Easements 1040 daysWed 11/27/24Tue 11/21/28 2 Parcel 3 - Temporary Road Easement (BBL)24 mons Wed 11/27/24 Tue 9/29/26 16 3 Parcel 4A - Temporary Construction Easement (BBL)24 mons Wed 11/27/24 Tue 9/29/26 16 4 Parcel 4B - Temporary Construction Easement (BBL)24 mons Wed 11/27/24 Tue 9/29/26 16 5 Parcel 4C - Temporary Construction Easement (BBL)42 mons Wed 9/3/25 Tue 11/21/28 29 6 NTP 0 days Wed 5/1/24 Wed 5/1/24 7 Insurance, Safety Plan, SWPP Submittals, and Mobilization 30 days Wed 5/1/24 Tue 6/11/24 6 8 Submit Shoring, Office Set-up, Staging Plan, Mobilization, Baseline Schedule, Priority Shop Drawings Submittals, MMRP, General Permits, Temp Power 60 days Wed 6/12/24 Tue 9/3/24 7 9 Remaining Submittals and Procurement 200 days Wed 9/4/24 Tue 6/10/25 8 10 Factory Test Required for Electrical and Mechanical Equipment-FDT 5 days Wed 5/14/25 Tue 5/20/25 8FS+180 days 11 Sewer Force Mains 275 days Wed 9/4/24 Tue 9/23/25 12 Temporary Area Drain Relocation 15 days Wed 9/4/24 Tue 9/24/24 8 13 Site Demo, Clear & Grub, Temporary Fencing, BMPs, Pothole 20 days Wed 9/4/24 Tue 10/1/24 8 14 Remove Existing PS West Wall and Relocate Odor Control Tanks (Temporary Odor Control)10 days Wed 9/4/24 Tue 9/17/24 8 15 Excavation Mobilization 10 days Wed 9/18/24 Tue 10/1/24 14 16 Excavation, Shoring & Setup of Tunnel Driving Shaft 50 days Wed 9/18/24 Tue 11/26/24 14 17 Microtunneling mobilization 15 days Wed 11/27/24 Tue 12/17/24 16 18 Excavation, Shoring & Setup of Tunnel Receiving Shaft 30 days Wed 11/27/24 Tue 1/7/25 16 19 Microtunnel 72" RCP Casing 45 days Wed 1/8/25 Tue 3/11/25 18 20 Remove MTBM & Contact Grouting 15 days Wed 3/12/25 Tue 4/1/25 19 21 Install Force Main's Inside Casing with Spacers and Backfill 60 days Wed 4/2/25 Tue 6/24/25 20 22 Pressure Test Force Mains 5 days Wed 6/25/25 Tue 7/1/25 21 23 Grout annular spacing between FMs and casing 5 days Wed 7/2/25 Tue 7/8/25 22 24 Microtunneling demobilization 5 days Wed 7/9/25 Tue 7/15/25 23 25 Remove Shoring and Backfill at Launch Pit 15 days Wed 7/16/25 Tue 8/5/25 24 26 Remove Shoring and Backfill at Receiving Pit 15 days Wed 8/6/25 Tue 8/26/25 25 27 Precast Vault and Open-Cut Construction 10 days Wed 8/27/25 Tue 9/9/25 26 28 Temporary Pump Station Bypass and Force Main Connections 15 days Wed 9/3/25 Tue 9/23/25 26FS+5 days 29 Soil Improvements Phase 1 20 days Wed 8/6/25 Tue 9/2/25 25 30 Pump Station and Generator Building 715 days Wed 9/3/25 Tue 5/30/28 31 Pump Station Below Grade 270 days Wed 9/3/25 Tue 9/15/26 32 Shoring, Excavation, and Dewatering 70 days Wed 9/3/25 Tue 12/9/25 29 33 Balast Slab 15 days Wed 12/10/25 Tue 12/30/25 32 34 Balast Slab Curing 10 days Wed 12/31/25 Tue 1/13/26 33 35 Rebar Delivery 30 days Wed 1/14/26 Tue 2/24/26 34 36 Waterproofing Membrane 20 days Wed 1/14/26 Tue 2/10/26 34 37 Bottom Slab 1 Form, Rebar, Pour, Strip, Cure 30 days Wed 2/25/26 Tue 4/7/26 35 38 Bottom Slab 2 Form, Rebar, Pour, Strip, Cure 30 days Wed 2/11/26 Tue 3/24/26 36 39 Wall 1-Rebar, Form, Pour, Strip, Cure 30 days Wed 3/25/26 Tue 5/5/26 38 40 Wall 2-Rebar, Form, Pour, Strip, Cure 30 days Wed 3/25/26 Tue 5/5/26 38 41 Wall 3-Rebar, Form, Pour, Strip, Cure 30 days Wed 3/25/26 Tue 5/5/26 38 42 Wall 4-Rebar, Form, Pour, Strip, Cure 30 days Wed 5/6/26 Tue 6/16/26 39 43 Wall 5-Rebar, Form, Pour, Strip, Cure 30 days Wed 5/6/26 Tue 6/16/26 39 44 Shoring, Form, Rebar, Pour, Cure-Elevated Slabs 30 days Wed 6/17/26 Tue 7/28/26 43 45 Structural Framing and Decking 30 days Wed 7/29/26 Tue 9/8/26 44 46 Shoring Removals and Backfill 5 days Wed 9/9/26 Tue 9/15/26 45 47 Pump Station MEP and Above Grade 240 days Wed 9/9/26 Tue 8/10/27 48 Stairways and Landings 30 days Wed 9/9/26 Tue 10/20/26 45 49 Equipment Pads, Concrete Finish, Wet Well Linings 30 days Wed 10/21/26 Tue 12/1/26 48 50 Pump Station-Equipment, Pump Installations 25 days Wed 12/2/26 Tue 1/5/27 49 51 Pump Station-Piping Installation 20 days Wed 1/6/27 Tue 2/2/27 50 52 Pump Station-HVAC Installation 15 days Wed 2/3/27 Tue 2/23/27 51 53 Above Grade Structures -- Excavation, Form, Rebar, Concrete Foundations 20 days Wed 12/2/26 Tue 12/29/26 49 54 Above Grade Structures -Generator, Electrical Building 20 days Wed 12/30/26 Tue 1/26/27 53 55 Roof Framing and Roofs - Generator and Electrical Building 20 days Wed 1/27/27 Tue 2/23/27 54 56 Install Equipment - Generator, Electrical Building 30 days Wed 2/24/27 Tue 4/6/27 55,10FS+30 days 57 Electrical \ Instrumentation \ Lighting -- Equipment, Conduits, Wires 40 days Wed 4/7/27 Tue 6/1/27 56 58 Electrical \ Instrumentation \ Lighting Terminations 25 days Wed 6/2/27 Tue 7/6/27 57 59 Building Finishes \ Piping Painting \ Floor Linings 25 days Wed 7/7/27 Tue 8/10/27 58 60 Pump Station Testing and Commissioning 285 days Wed 4/28/27 Tue 5/30/28 61 Instrument Calibrations - Operational Readiness Test (ORT)45 days Wed 7/7/27 Tue 9/7/27 72,58 62 O & M Completion, Training, Spare Parts 10 days Wed 4/28/27 Tue 5/11/27 72 63 Functional Acceptance Test (FAT)20 days Wed 9/8/27 Tue 10/5/27 61,76 64 Readiness Acceptance Test (RAT)25 days Wed 10/6/27 Tue 11/9/27 63 65 Performance Acceptance Test (PAT) 1 (OC San Operates Facility)20 days Wed 11/10/27 Tue 12/7/27 64,76 66 PAT 2 (OC San Operates Facility)20 days Wed 5/3/28 Tue 5/30/28 79 67 Site Utilities, Ductbanks, Pipelines 360 days Wed 1/27/27 Tue 6/13/28 68 Final Force Main Connections (Pump Station Site)10 days Wed 1/27/27 Tue 2/9/27 54 69 Retaining Wall and Temporary Storm Drain 20 days Wed 2/10/27 Tue 3/9/27 68 70 Odor control subsurface connections 5 days Wed 2/10/27 Tue 2/16/27 68 71 Electrical Ductbanks 30 days Wed 2/17/27 Tue 3/30/27 70 72 SCE Drop and Transformer Installation 20 days Wed 3/31/27 Tue 4/27/27 71 73 Install and test temporary generator to bypass existing transformer 10 days Wed 3/10/27 Tue 3/23/27 69 74 Install temporary power to existing transformer 15 days Wed 3/24/27 Tue 4/13/27 73 75 Construct Manhole Around Existing Pipe 10 days Wed 4/14/27 Tue 4/27/27 74 76 Temproary gravity connection approach pipe and recycle line 10 days Wed 4/14/27 Tue 4/27/27 74 77 Install bypass pumping for permanent approach pipe and recycle line connections 10 days Wed 3/29/28 Tue 4/11/28 85 78 Storm Drains 10 days Wed 3/29/28 Tue 4/11/28 85 79 Permanent Approach Pipe, Recycle Line, Storm Drain, & Plumbing Connection 15 days Wed 4/12/28 Tue 5/2/28 77 80 Foul Air Duct and Chemical Feed Lines 15 days Wed 5/3/28 Tue 5/23/28 79 81 Perimeter Wall 10 days Wed 5/3/28 Tue 5/16/28 79 82 Misc. Site Work 20 days Wed 4/12/28 Tue 5/9/28 86 83 Grading, Paving, Curb and Gutter 10 days Wed 5/10/28 Tue 5/23/28 79,82 84 Irrigation and Landscaping 15 days Wed 5/24/28 Tue 6/13/28 82,83 85 Demolish existing Pump Station and Backfill 80 days Wed 12/8/27 Tue 3/28/28 65 86 Soil Improvements Phase 2 10 days Wed 3/29/28 Tue 4/11/28 85 87 Odor Control Building 95 days Wed 4/12/28 Tue 8/22/28 88 Excavate, Form, Rebar, Pour Bottom Slab 30 days Wed 4/12/28 Tue 5/23/28 86 89 Above Grade Structure 30 days Wed 5/24/28 Tue 7/4/28 88 90 MEP 20 days Wed 7/5/28 Tue 8/1/28 89 91 Odor Control Testing by Construction Contractor 15 days Wed 8/2/28 Tue 8/22/28 90 92 Punch-list, as-builts, and acceptance 20 days Wed 8/16/28 Tue 9/12/28 90FS+10 days,84 93 Rain Days and Float 30 days Wed 9/13/28 Tue 10/24/28 92 94 Final Completion for Construction Contractor 0 days Tue 10/24/28 Tue 10/24/28 93 95 Odor Control Procurement and Installation (Odor Control Vendor)20 days Wed 10/25/28 Tue 11/21/28 94 96 Odor Control Testing and Commissioning (Odor Control Vendor)45 days Wed 11/22/28 Tue 1/23/29 95 97 Remove Temporary Odor Control 5 days Wed 1/24/29 Tue 1/30/29 96 5/1 10/24 M M J S N J M M J S N J M M J S N J M M J S N J M M J S N JHalf 2, 2024 Half 1, 2025 Half 2, 2025 Half 1, 2026 Half 2, 2026 Half 1, 2027 Half 2, 2027 Half 1, 2028 Half 2, 2028 Half 1, 2029 Individual Tasks Force Mains PS Below Grade PS MEP & Above Grade PS Testing Site Utilities Odor Control Work by Odor Control Vendor Split Milestone Summary Project Summary Inactive Task Inactive Milestone Inactive Summary Manual Task Duration-only Manual Summary Rollup Manual Summary Start-only Finish-only External Tasks External Milestone Deadline Progress Manual Progress Page 1 Project: Construction Schedule Date: Wed 3/8/23 Phase 1 - Microtunneling Phase 2 - Below Grade Pump Station Construction Phase 3 – Pump Station MEP & Above Grade Construction Phase 5 – Pump Station Testing and Commissioning Phase 4 – Site Utilities for Pump Station Testing and Commissioning Phase 6 – Existing Pump Station Demolition, Odor Control, and Site Utilities Appendix B B March 2023 Microtunneling Plans and Profiles 28W(D) 28W(D) 28W(D) 28W(D) 28W(D) 28W(D)28W(D)28W(D)28W(D)28W(D)28W(D)28W(D) 28W(D) 28W(D) 28W(D) 28W(D) 28W(D) 28W(D) 28W(D) 28W(D)28W(D)28W(D)28W(D)28W(D)28W(D)28W(D) 28W(D) 28W(D) 28W(D) 24W(D) 24W(D) 24W(D) 24W(D) 24W(D) 24W(D) 24W(D) 24W(D) 24W(D) ) 24W(D) 24W(D) 24W(D) 24W(D) 24W(D) 24W(D) 24W(D) M(D)36SSFM(D)36SSFM(D)36SSFM(D) 36SSFM( D ) 36SSFM( D ) SFM(D)32SSFM(D)32SSFM(D)32SSFM(D)32SSFM(D) 32SS F M ( D ) 32SSFM(D)32SSFM(D)32SSFM(D)32SSFM(D) W(D)21SEW(D)21SEW(D)21SEW(D) 32SSFM(D)32SSFM(D)32SSFM(D)32SSFM(D)32SSFM(D) 42SD(C)42SD(C)42SD(C)42SD(C) 1 8 S D ( C ) 18 S D ( C ) (C) 6 0 S D ( C ) 60 S D ( C ) 6 0 S D ( C ) 6 0 S D ( C ) 6 0 S D ( C ) 60S D ( C ) 60 S D ( C ) 32S S F M ( D ) 24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D) 24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D) 1G(D)E(D)T(D) E E(D ) E(D) E(D) E(D) E(D) E(D) E(D) E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D) E(D) E(D) E( 1G(B)1G(B)1G(B) 1G(B) 1G ( B ) T(D) T(D) T(D) T(D) T(D) T(D) T(D) T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D) T(D) T(D) T(D) G FO(C) FO(C) FO(C) FO(C) FO(C) FO(C) FO(C)FO(C)FO(C)FO(C)FO(C)FO(C)FO(C) FO(C) FO(C) FO(C) J FO ( B ) FO ( B ) FO(B) J J CTV(B)CTV(B) CT V ( B ) CT V ( B ) CT V ( B ) S S CAB CABT(B)T(B) T(B)T(B) T(B) T(B)T(B)T(B) T E(B )T(D ) E E(B)E(B) E(D)T(D) E(B) E ( B ) E(B) UNK(B) MMI E(B) E(B) E(B) CB W W W W W W W W W WW W J J ST(B) ST(B) ST(B ) ST(B)ST(B) ST(B) ST(B) ST(B ) ST ( B ) J CAB CAB J E(B) E(B) E(B) E(B) T(D) T(D) T(D) T(D) T(D) ST(D) ST(D) ST(D) ST(D) ST(D) ST(D) ST(D) ST(D)ST(D)ST(D)ST(D)ST(D)ST(D)ST(D) ST(D) ST(D) ST( J J JJ J ST(D) ST(D) ST(D) ST(D)ST(D)ST(D)ST(D)ST(D)ST(D)ST(D)ST(D) ST(D) ST(D) 3 0 S D ( C ) 30S D ( C ) 30SD(C) 30SD(C) 30SD(C) 30SD(C) 30SD(C)30SD(C)DCB D D TS(D)TS(D)TS(D) TS(D) 24SSFM( D ) 24SSFM(D ) 24SSFM(D ) 24SSFM(D ) 24SSF M ( D ) 24SS F M ( D ) 24SSF M ( D ) 32SSF M ( D ) S 24SSF M ( D ) 24SS F M ( D ) 24SS F M ( D ) 24SSF M ( D ) 24W(D)24W(D)24W(D)24W(D)24W(D)24W(D)24W(D)24W(D)24W(D)24W(D)24W(D)24W(D)24W(D)24W(D)24W(D)24W(D) ABANDONED BRIDGE ABUTMENT, UNK. DEPTH ABANDONED BRIDGE PIERS (TYP), UNK. DEPTH ABANDONED SFM EXIST SFM 140+00 141+00 142+00 PRIVATE CALTRANS PACIFIC COAST SEE NOTE 1 STA 9+49.55 DEFL 45° RT N 2,171,857.38 E 6,057,348.55 10+00 15+00 16+00 17 11+00 12+00 13+00 14+00 STA 9+72.90 DEFL 45° LT N 2,171,842.03 E 6,057,366.15 HWY 143+00 144+00 145+00 146+00 147+00 6 STA 11+73.92 EC N 2,171,871.46 E 6,057,564.62 STA 13+67.18 BC N 2,171,923.58 E 6,057,750.71 STA 15+23.82 EC N 2,171,948.67 E 6,057,905.00 STA 0+60.40 (P1) JOIN TO EXISTING 36" SEWER FORCE MAIN N 2,171,828.41 E 6,057,360.17 1 STA 0+64.73 (P1) DEFL 60° LT N 2,171,827.94 E 6,057,364.47 STA 0+80.00 (P1) DEFL 48° RT N 2,171,840.28 E 6,057,373.47 139+00 LOWER NEWPORT BAY CHANNEL PR I V A T E US A C E 2 3 2 3 ABANDONED DOCK/PIERS (UNK. LOCATION AND DEPTH) PR I V A T E US A C E PRI V A T E CALTRANS USACE ABANDONED BRIDGE FENDER/PIERS, UNK. DEPTH 1 C4101 ENLARGED DETAIL EXIST SFM STA 10+00.00 CL CASING N 2,171,843.58 E 6,057,393.23 STA 16+33.00 BC N 2,171,954.05 E 6,058,014.05 10 10 10 A C5101 6 PU E CALTRANS USACE NOTE 2 A B C VALVE VAULT ABANDONMENT 1 D5101 A 9°-44'-09"118.95'700.00'59.62' B 12°-49'-18"156.64'700.00'78.65' C 14°-24'-51"176.10'700.00'88.52' CURVE DELTA LENGTH RADIUS TANGENT CURVE DATA STA 9+45.02 FORCE MAIN 2 N 2,171,857.06 E 6,057,344.02 JOIN TO EXISTING 32" SEWER FORCE MAIN PNT 248 BM 3K-24A-820 N 6,057,471.67 E 2,171,895.31 EL 19.353 (3-3/4" ALUM DISK) MW A-21-001 A-21-002 R-21-004 R-21-003 R-21-001 R-21-002 PH-24 PH-25 US P I E R H E A D L I N E STA 10+54.98 BC N 2,171,849.24 E 6,057,447.91 51 52 53 EXIST DUAL 24" DIP SFM EXISTING DUAL 24" ML CSP SFM LINED WITH 22" NOMINAL POLYETHYLENE PIPE (SDR 26) ST L T CO M E T 10 ' M I N C L R EXISTING 32" HDPE SFM 1 2 3 LOWER NEWPORT BAY CHANNEL (USACE JURISDICTION)CALTRANS RIGHT OF WAY EXIST VALVE VAULT (BEYOND) EXIST GRADE OVER CL PIPE ABANDON BRIDGE ABUTMENT UNK PILE DEPTH EXIST SLURRY BACKFILL EXIST THRUST BLOCK (TYP) EXIST 32" HDPE SFM BACKFILLED WITH 2 SACK SLURRY EXIST DUAL 24" SEE NOTE 2 8 24 " S F M 24 " S F M E FE N C E 32 " S F M FE N C E EXIST DUAL 24" (BEYOND) 10 10 10 11 SEE NOTE 1 DOCK PIER, UNKNOWN DEPTH AND LOCATION SEE NOTE 3 10 ST L T 32 " F M PH - 3 1 - T O P EN C 2 . 0 ' FENDER PIER, UNK DEPTH AND LOCATION (BEYOND) SEA LEVEL (VARIES) PR I V A T E US A C E 24 " S F M IE - 1 9 . 0 ( A S - B U I L T ) IE - 1 6 . 6 ± ( A D J ) 24 " S F M IE - 1 1 . 8 9 ( A S - B U I L T ) IE - 9 . 5 ± ( A D J ) US A C E 24" SFM IE -11.89 (AS-BUILT) IE -9.5± (ADJ) FE N C E 24 " S F M IE 2 . 4 9 ( A S - B U I L T ) IE 4 . 9 ± ( A D J ) CA L T R A N S IN EL -37.07 (TUNNEL) DIRECTION OF TUNNEL DRIVE ST A 9 + 9 6 . 0 0 IN V E L 0 . 5 0 ST A 9 + 4 5 . 0 2 IN V E L 7 . 0 ± STA 10+00.00 INV EL -36.00 (TUNNEL) STA 9+96.00 INV EL -34.50 ST A 9 + 8 0 . 0 0 IN V E L 0 . 5 0 ST A 9 + 7 2 . 9 0 IN V E L 6 . 3 0 CA T V - P H - 2 4 TO P 2 . 7 ' 32 " F M ( A B A N ) PH - 2 5 , T O P 6 . 9 ' ST A 1 6 + 8 5 ST A 1 1 + 0 4 PI L E 1 PI L E 5 S = -0.0015 S= -0.0104 S= -0.8169 24 " S F M 10 -10 0 10+00 12+00 C1101 24 PLAN AND PROFILE - 1 STA 9+45 TO STA 17+00 ALAN PROCTOR PRAVEEN YERRA JESUS LOPEZ -20 11+00 MA T C H L I N E S T A 1 7 + 0 0 SE E D R A W I N G C 1 1 0 2 CONSTRUCTION NOTES: 40'80'0'40' SCALE: 1" =40' A 1 2 3 4 5 6 7 8 9 10 B C D E F MARK DATE APPR.DESCRIPTION DW G : C : \ U s e r s \ a l a n . p r o c t o r \ A C C D o c s \ A r c a d i s \ A U S - 3 0 0 0 1 6 8 7 - O C S D – 5 - 6 7 B a y B r i d g e P u m p S t a t i o n \ F D S \ A u t o C A D \ S H E E T S \ C I V I L \ 5 - 6 7 - C 1 1 0 1 . d w g DA T E : M a r 1 7 , 2 0 2 3 4 : 4 2 p m U S E R : A l a n . P r o c t o r DRAWING NO. (IF NOT 2"-SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ORANGE COUNTY SANITATION DISTRICT FDS APRIL 2023 NOT FOR CONSTRUCTION DRAWN BY: DESIGNED BY: CHECKED BY: BAY BRIDGE PUMP STATION REPLACEMENT 5-67 298OFSHEET NO.: 1 CONSTRUCT 24" HDPE, DR17 SEWER FORCE MAIN PER OPEN TRENCH SECTION DETAIL 1 ON C-5101. SEE PROFILE 1, DETAIL 1 ON DWG C3101. 2 CONSTRUCT 72-INCH DIAMETER RCP CASING BY MICROTUNNELING. 3 CONSTRUCT TWO 24" HDPE, DR17 SEWER FORCE MAINS INSIDE CASING PER DETAIL 1 ON DRAWING C5102. 6 MAINTAIN PUBLIC ACCESS TO EXISTING BIKE PATH AND SIDE WALK AFTER INSTALLATION OF RECEIVING SHAFT. 8 CONSTRUCT RECEIVING SHAFT FOR MICROTUNNELING. 10 ABANDON EXISTING 24" DUAL SFM IN PLACE. FILL PIPES WITH CLSM AND CAP ENDS. SEE NOTE 2. 11 REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING SEWER FORCE MAIN. 51 CONSTRUCT MONITORING POINT PER DETAIL 3 ON DRAWING C5103. 52 CONSTRUCT SURVEY MARKER MONITORING POINT PER CITY OF NB STD DWG NO 117 AND INCLUDE IN MONITORING PROGRAM. 53 INCLUDE EXISTING SURVEY PNT 248 AS PART OF MONITORING PROGRAM. DOVER DRIVE PROFILE VERT: 1" = 10' HORIZ: 1" = 40' Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG Call:811 13+00 14+009+00 15+00 16+00 17+008+00 -30 20 30 10 -10 0 -20 -30 20 30 BBL PROP CL INT OF PCH AND DOVER ST STA 138+10.85 (PCH) PM 18.4 PNT10001 OCS S6281 N 2,171,844.04 E 6,057,157.79 (PUNCHED ROUND HEAD SPIKE WITH WASHER) MA T C H L I N E S T A 1 7 + 0 0 SE E D R A W I N G C 1 1 0 2 NOTES: 1 MICROTUNNELING SHAFT LOCATION SHOWN ON DRAWING IS SCHEMATIC ONLY. CONTRACTOR TO DETERMINE ACTUAL SHAFT DIMENSIONS AND LOCATION AND STAY WITHIN PRESCRIBED EASEMENTS. 2 THE EXISTING DUAL 24" FORCE ARE ACTIVE. PROTECT IN PLACE DURING ALL MICROTUNNELING AND ALL PUMP STATION WORK. COMPLETE THE INSTALLATION AND ABANDONING OF THE EXISTING FORCE MAINS PRIOR TO ABANDONING THE EXISTING FORCE MAINS. 3 THE THICKNESS AND LOCATION OF THE EXISTING CONCRETE ROAD SLAB IS UNKNOWN (ASSUME THE SLAB IS 12-INCHES THICK AND 280 SF AREA). REMOVE AND DISPOSE OF INTERFERING PORTIONS OF CONCRETE. SLAB MAY CONTAIN STEEL REINFORCEMENT. 6 SEE TABLE ON DWG C0001 FOR POTHOLE DATA. 7 SEE DWG C4101 FOR MORE POTHOLE LOCATIONS. 9 POTHOLES PH-27, PH-28, AND PH-29 ALL ENCOUNTER THE CONCRETE SLAB WHERE THE PROPOSED TUNNEL SHAFT IS TO BE INSTALLED. POTHOLE AREA AS REQUIRED TO DETERMINE THICKNESS, AREA OF CONCRETE LIMITS, AND STEEL REINFORCEMENT EIGHT WEEKS AFTER NOTICE TO PROCEED. REPORT ALL DATA AND PROVIDE TO OWNER TWO WEEKS AFTER COMPLETION OF WORK. 28W(D) 28W(D ) 28W( D ) 28W( D ) 28W( D ) 28W ( D ) 24 W ( D ) 24 W ( D ) 24 W ( D ) 24W ( D ) 24W ( D ) 24 W ( D ) 24W ( B ) 24W( B ) 24W(B ) 24W(B) 24W(B) 24W(D) 24W(D) 24W(D) 24W(D) 24 W ( D ) 24 W ( D ) 24 W ( D ) 24 W ( D ) 24 W ( B ) 24 W ( B ) 24W ( B ) 24W(B)24W(B)24W(B)24W(B) 28W(D) 28W(D ) 28W( D ) 28W( D ) 28W( D ) 28W ( D ) 28W ( D ) 21 S E W ( C ) 42SEW(C) 42SEW(C) 42SEW(C) 42SEW( C ) 442SEW( C ) 42SEW(C ) 42SEW(C ) 42SEW(C) 42SEW(C) 42SEW( C ) 42SEW( C ) 42SEW(C ) 42SEW(C) 42SEW(C) S 6SEW(C)6SEW(C)6SEW(C)6SEW(C)6SEW(C)6SEW(C) 21SEW(C ) 21SEW(C 24SD(C) 24SD(C) 24SD(C) 24SD(C) 24SD(C) 30SD( C ) 30SD(C ) 30S D ( C ) 30S D ( C ) 30S D ( C ) 30S D ( C ) 30SD(C ) 30SD(C) 30SD(C) 30SD(C) 30SD(C) 30SD(C)30SD(C) 30SD(C) 18 S D ( C ) CB 8W(D)8W(D)8W(D)8W(D)8W(D)8W(D) 8W(D ) 8W(D) W(D) 30 W ( D ) 30 W ( D ) 30 W ( D ) 30 W ( D ) 30 W ( D ) 30 W ( D ) 30 W ( D ) 30 W ( D ) 30 W ( D ) 30 W ( D ) 30 W ( D ) 30 W ( D ) 30W(D 24SSFM(D)24SSFM(D) 24S S F M ( D ) 24S S F M ( D ) 24 S S F M ( D ) 24S S F M ( D ) 24S S F M ( D ) 24SSFM(D) 24SSFM(D) 24SSFM(D) 24SSFM(D) 24SSFM(D) 24SSFM(D) 24SSFM(D)24SSFM(D) 24S S F M ( D ) 24 S S F M ( D ) 24S S F M ( D ) 24S S F M ( D ) 24 S S F M ( D ) 24SSFM(D) 24SSFM(D) 24SSFM(D) 24SSFM(D) 24SSFM(D) 24SSFM(D) ) E(D) E(D) E(D) E(D) E(D) E(D) E ( D ) E( D ) E( D ) 27SSF M ( D ) 27SSF M ( D ) 27SSF M ( D ) 27SSF M ( D ) 27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D) 27SSFM ( D ) 27SSFM ( D ) 27SSF M ( D ) 27SSF M ( D ) 27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D) 2G(D) 2G(D) 2G(D) 2G(B)2G(B)2G(B)2G(B)2G(B)2G(B)2G(B)2G(B)2G(B)2G(B)2G(B)2G(B)2G(B)2G(B)2G(B) G 0. 7 5 G ( B ) S S M(D)4SSFM(D) 4SSFM(D)4SSFM(D)4SSFM(D)4SSFM(D) 4SSFM(D) 4SSFM(D)4SSFM(D) 24W(D) 24W(D) 24W(D) 24W(D) 24W(D) 2U 4SEW( B ) 4SEW( B ) 4SEW(B)4SEW(B)4SEW(B)4SEW(B)4SEW(B)4SEW(B)6FW(B) 6 S ) T(B) T(B)T(B)T(B) T(B) T(B) T(B) T(B) T(B) T(B) T(B) T(B)T(B)T(B)T(B)T(B)T(B) T(B) T(B) T( B ) E(D) T( B ) T(B ) T(B ) T(B) T(B) T(B) T(B) T(B) T(B) T(B) T(D) T(D) T(D) T(D) T(D) T(D) T(D) T( D ) T ( D ) E( B ) E(B ) E(B ) E(B) E(B) E(B) E(B) E(B) E(B) E(B ) E( B ) E( B ) E(B) E(B)E(B)E(B)E(B)E(B)E(B) E(B) E( B ) E(B)E(B)E(B) E(B) E(B) S T ( B ) ST(B)ST(B) ST(B) ST ( B ) ST( B ) ST( B ) ST(B) ST(B)ST(B)ST(B)ST(B)ST(B)ST(B)ST(B)ST(B) FO( B ) FO( B ) FO( B ) FO( B ) FO(B ) FO(B) FO(B) W( B ) W( B ) W( B ) CO CO CO CO CO CO COCO CO CO UNKIRR(B) UNKIR W J W( D ) E( D ) E( D ) E( D ) ST( B ) ST( B ) ST( B ) ST( B ) ST(B) ST(B) ST(B) ST(B)ST ( B ) ST ( B ) J E( B ) W( B ) T(B) T(B) CT V ( B ) CTV( B ) C T V ( B ) CTV(B ) CTV(B) CTV(B) TS( B ) TS(B ) TS(B) TS(B ) TS(B ) TS(B) TS(B) E(D) E(D) E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D) ST ( D ) ST( D ) ST( D ) ST( D ) ST( D ) ST( D ) ST(D ) ST(D ) ST(D) ST(D) E(D) E(D) E(D) ST(D)ST(D) T(D)T(D)T(D)T(D)T(D) CAB I I J FO( D ) FO( D ) FO( D ) FO( D ) FO(C) FO(C) FO(C) FO(C ) FO( C ) FO( C ) S W W S ) ST(D) ST(D) ST(D) ST(D ) ST( D ) ST( D ) ST(D) ST(D) ST(D) ST(D) ST(D ) ST(D ) ST( D ) S T ( D ) ST( D ) ST(D ) ST( D ) S 21SEW(D)21SEW(D)21SEW(D)21SEW(D)21SEW(D)21SEW(D)21SEW(D)21SEW(D)21SEW(D)21SEW(D)21SEW(D) 21SEW(D) 24W(D)24W(D)24W(D)24W(D) 24W(D)24W(D)24W(D)24W(D)24W(D) 24W(D) PACIF I C COA S T 00 18+00 19+00 20+00 21+00 22+00 23+00 HW Y STA 18+76.50 BC N 2,171,927.08 E 6,058,255.21 2 3 PRIVATE PRIVATE PR I V A T E ABANDONED BRIDGE FENDER/PIERS (TYP) 1 D1001 ENLARGED DETAIL AND DEMOLITION PLAN EXIST SFM SEE NOTE 2 148+00 149+ 0 0 150 + 0 0 151 + 0 0 152 + 0 0 153 + 0 0 155+00 156+00 154+0 0 SEE NOTE 4 OC S A N PRIV A T E EXIST OC SAN PS PROPERY BOUNDARY EXIST OC SAN PS CALTR A N S PRIVA T E STA 23+08.00 END OF CASING N 2,171,945.21 E 6,058,683.70 STA 23+31.77 DEFL 90° LT N 2,171,942.66 E 6,058,706.77 STA 23+61.51 DEFL 90° LT N 2,171,971.66 E 6,058,713.41 STA 23+67.02 FORCE MAIN 2 N 2,171,972.93 E 6,058,708.05 2 3 SEE NOTE 1 5 B C5101 PRIVATE PROPERTY 9 10 10 EXIST SFM SEE NOTE 2 12 ' E X O C S D E S M T STA 21+11.64 EC N 2,171,919.05 E 6,058,489.10 12 ' E X I S T OC S D E S M T 20 ' P R O P S S ES M T P E R M PRI V A T E CA L T R A N S 12 ' E X I S T OC S D E S M T 5' D R A I N A G E E S M T 15 ' P R O P S S ES M T P E R M PRIVATE PROPERTY C D C 14°-24'-52"176.10'700.00'88.52' D 19°-14'-47"235.14'700.00'118.69' CURVE DELTA LENGTH RADIUS TANGENT CURVE DATA PCH STREET CL STA 151+98 PM 18.1 R-21-003 R-21-004 R-21-006 R-21-007 R-21-008 MW A-21-005 1 C4001 PH-3PH-7 PH-6 PH-6.1PH-10 PH-21 PH-21A PH-20 PH-17 PH-18 PH-19 PH-15 PH-16 PH-16A PH-13 PH-12 PH-37,37.1 PH-36,.1,.2 PH-16B PH-19.1 CA L T R A N S 2 C5103 EASEMENT PLAN STA 18+09.10 EC N 2,171,940.62 E 6,058,189.17 STA 23+12.26 DEFL 22.5° RT N 2,171,947.02 E 6,058,687.76 51 52 51 52 51 51 24 " W EXISTING DUAL 24" DIP SFM 30 " S D E FO ST L T CA T V 2 3 4 CALTRANS RIGHT OF WAYPRIVATE PROPERTY OC SAN PROPERTY PROPOSED WETWELL WALL T EXIST GRADE OVER CL PIPE SCE VAULT EXIST DUAL 24" (BEYOND) SEE NOTE 2 ST L T T EXIST THRUST BLOCK (TYP) PR I V A T E CA L T R A N S FE N C E CA L T R A N S OC S A N 1010 10 SEE NOTE 1 EXISTING DUAL 24" ML CSP SFM LINED WITH 22" NOMINAL POLYETHYLENE PIPE (SDR 26) ST L T 10 ' M I N CL R ST A 1 8 + 9 3 IN EL -37.07 (TUNNEL) S = -0.0015 STA 23+08.00 INV EL -38.00 (TUNNEL) DIRECTION OF TUNNEL DRIVE STA 23+31.77 INV EL -10.00 STA 23+67.02 INV EL -2.63 PROP 4 8 " S S I N L E T INV E L - 4 . 5 ± STA 23+54.00 INV EL -10.00 PCH STREET CL STA 151+96 PM 18.1 24"SFM IE +2.0 (AS-BUILT) IE +4.4± (ADJ) 24 " S F M 24 " S F M STA 23+65.52 INV EL +2.41 2- 4 " T - P H - 0 2 TO P 4 . 2 ' SE E N O T E 1 8 24 " W - P H - 6 TO P 4 . 0 ' 27 " S F M (A B A N ) PH - 6 . 1 TO P 7 . 9 ' 27 " S F M (A B A N ) PH - 7 TO P 9 . 1 ' EL E C PH - 1 3 TO P O F EN C 4 . 0 ' 24 " S F M PH - 2 0 , 2 1 A TO P 6 . 1 ' STA 23+61.51 INV EL -2.63 S=0.9814 PR O P 1 6 " R C 7 STA 23+12.26 INV EL -36.50 S = + 1 . 3 5 8 3 S = 0.00 PR O P 8 " S D 4" T - S E E NO T E 1 8 4" T PR O P 8 " S D 48 " S ( T E M P ) PR O P 1 " C H PR O P 8 " S PR O P 1 6 " A I R 10 -10 0 19+00 21+00 C1102 25 PLAN AND PROFILE - 2 STA 17+00 TO STA 20+56 ALAN PROCTOR PRAVEEN YERRA JESUS LOPEZ SE E D R A W I N G C 1 1 0 1 MA T C H L I N E S T A 1 7 + 0 0 -20 20+00 SE E D R A W I N G C 1 1 0 1 MA T C H L I N E S T A 1 7 + 0 0 CONSTRUCTION NOTES: 40'80'0'40' SCALE: 1" =40' A 1 2 3 4 5 6 7 8 9 10 B C D E F MARK DATE APPR.DESCRIPTION DW G : C : \ U s e r s \ a l a n . p r o c t o r \ A C C D o c s \ A r c a d i s \ A U S - 3 0 0 0 1 6 8 7 - O C S D – 5 - 6 7 B a y B r i d g e P u m p S t a t i o n \ D S 3 \ A u t o C A D \ S H E E T S \ C I V I L \ 5 - 6 7 - C 1 1 0 2 . d w g DA T E : J a n 1 2 , 2 0 2 3 9 : 5 3 a m U S E R : A l a n . P r o c t o r DRAWING NO. (IF NOT 2"-SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ORANGE COUNTY SANITATION DISTRICT DS3 JANUARY 2023 NOT FOR CONSTRUCTION DRAWN BY: DESIGNED BY: CHECKED BY: BAY BRIDGE PUMP STATION REPLACEMENT 5-67 298OFSHEET NO.: 2 CONSTRUCT 72-INCH DIAMETER RCP CASING BY MICROTUNNELING. 3 CONSTRUCT TWO 24" HDPE, DR17 SEWER FORCE MAINS INSIDE CASING PER DETAIL 1 ON DRAWING C5102. 4 CONSTRUCT (2) 24" HDPE, DR17 SEWER FORCE MAINS PER OPEN TRENCH SECTION DETAIL 2 ON C-5101. 5 CONNECT TO EXISTING SEWER FORCE MAIN PER ENLARGED PLAN ON DRAWING C-4001. 7 CONSTRUCT DRIVING SHAFT FOR MICROTUNNELING. 9 MAINTAIN PUBLIC ACCESS TO EXISTING SIDEWALK AFTER INSTALLATION OF DRIVING SHAFT. 10 ABANDON EXISTING 24" DUAL SFM IN PLACE. FILL PIPES WITH CLSM AND CAP ENDS. SEE NOTE 2. 51 CONSTRUCT MONITORING POINT PER DETAIL 3 ON DRAWING C5103. 52 CONSTRUCT SURVEY MARKER MONITORING POINT PER CITY OF NB STD DWG NO 117 AND INCLUDE IN MONITORING PROGRAM. PROFILE VERT: 1" = 10' HORIZ: 1" = 40' Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG Call:811 22+00 23+0018+00 24+00 -30 20 30 10 -10 0 -20 -30 20 30 NOTES: 1 MICROTUNNELING SHAFT LOCATION SHOWN ON DRAWING IS SCHEMATIC ONLY. CONTRACTOR TO DETERMINE ACTUAL SHAFT DIMENSIONS AND LOCATION. 2 THE EXISTING DUAL 24" FORCE ARE ACTIVE. PROTECT IN PLACE DURING ALL MICROTUNNELING AND ALL PUMP STATION WORK. COMPLETE THE INSTALLATION AND ABANDONING OF THE EXISTING FORCE MAINS. 4 USE PROPOSED PUMP STATION SITE AS LAYDOWN AREA FOR CONSTRUCTION OF SHAFT AND MICROTUNNELING ACTIVITIES. 6 SEE TABLE ON DWG C0001 FOR POTHOLE DATA. 8 SEE DWG C4001 FOR MORE POTHOLE LOCATIONS. 18 SEE DWG D1001 FOR EXISTING UTILITY REMOVALS AND RECONSTRUCTION. Arcadis. Improving quality of life. Arcadis U.S., Inc. 445 South Figueroa Street, Suite 3650 Los Angeles California 90071 Phone: 213 486 9884 Fax: 213 486 9894 www.arcadis.com