HomeMy WebLinkAboutPA2023-0076_20230915_5-67 Construction Management Plan_August2023(reduced) - MJS
CONSTRUCTION MANAGEMENT PLAN
Project No. 5-67
Bay Bridge Pump Station Replacement
August 2023
Construction Management Memo
Bay Bridge Pump Station Replacement
Project No. 5-67
i August 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 August 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 – Draft Temporary, Non-Exclusive and Revocable License Agreement for Use of City Property
Appendix C – Microtunneling Plans and Profiles
Construction Management Memo
Bay Bridge Pump Station Replacement
Project No. 5-67
iii August 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 August 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 August 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, Castaways Park has areas that have been used
for construction staging for City projects. Soil shall not be stored at Lower Castaways Park. A Temporary,
Non-Exclusive and Revocable License Agreement is developed and in process between the City and OC
San for the Lower Castaways Park land use. The draft license agreement is included in Appendix B. The
use of Lower Castaways Park shall follow provisions in the final license agreement.
•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 UT UR E A CC ES S R O AD
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 August 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 C. 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 August 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 C.
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 August 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 August 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 August 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 August 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 August 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 August 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 AM - 5 PM 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.
No concurrent sidewalk closure on PCH shall be allowed
at any time.
Receiving Shaft Construction M-F 7 AM - 5 PM 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.
No concurrent sidewalk closure on PCH shall be allowed
at any time.
Sewer FM Connections PCH at Dover Dr. Week Night: 8 PM - 6 AM 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.
No concurrent sidewalk closure on PCH shall be allowed
at any time.
Phase 2 – Below Grade Pump Station Construction 9/3/2025 9/15/2026 M-F 7:00 AM - 3:30 PM
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 AM - 3:30 PM
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 AM - 3:30 PM
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
Weekday 6 AM - 2 PM
Week Night 8 PM - 6 AM
Weekday: No lane closure allowed from 2
PM to 8 PM
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.
No concurrent sidewalk closure on PCH shall be allowed
at any time.
Phase 5 – Pump Station Testing and Commissioning 4/28/2027 5/30/2028 M-F 7:00 AM - 3:30 PM 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 Sun - Thurs Night: 9 PM - 6 AM 3/29/2028 - 4/11/2028 TC12, TC13, TC14
Utility Construction
Weekday 6 AM - 2 PM
Week Night 8 PM - 6 AM
Weekday: No lane closure allowed from 2
PM to 8 PM
3/29/2028 - 5/2/2028 TC9, TC10, TC11
Curb, Gutter, Driveway Improvement Weekend: Fri 8 PM - Mon 6 AM
Summer work is not allowed 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.
No concurrent sidewalk closure on PCH shall be allowed
at any time.
Phase 6 – Existing Pump Station Demolition, Odor
Control, and Site Utilities 3/29/2028 10/24/2028 M-F 7:00 AM - 3:30 PM
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 AM - 3:30 PM9/23/20259/4/2024
2023-08-17 1 of 1
Appendix B
B August 2023
Draft Temporary, Non-Exclusive and Revocable License
Agreement for Use of City Property
TEMPORARY, NON-EXCLUSIVE AND REVOCABLE LICENSE AGREEMENT
BETWEEN THE CITY OF NEWPORT BEACH AND
THE ORANGE COUNTY SANITATION DISTRICT FOR
USE OF CITY PROPERTY
THIS TEMPORARY, NON-EXCLUSIVE AND REVOCABLE LICENSE
AGREEMENT FOR USE OF CITY PROPERTY (“Agreement”) is made and entered into
as of this 1st day of June, 2024 (“Effective Date”), by and between the CITY OF
NEWPORT BEACH, a California municipal corporation and charter city (“City”), and
ORANGE COUNTY SANITATION DISTRICT, a California public body (“Licensee”).
Licensee and City are individually referred to as “Party” and collectively as “Parties”
herein.
RECITALS
A. City is a municipal corporation duly organized and validly existing under the laws
of the State of California with the power to carry on its business as it is now being
conducted under the statutes of the State of California and the Charter of the City.
B. City is the owner of real property located at 100 Dover Drive, Newport Beach,
California, Assessor’s Parcel Number 117-801-10, commonly known as Lower
Castaways Park (“Property”) as depicted on Exhibit “A” attached hereto and
incorporated herein by reference.
C. Licensee intends to replace the nearby Bay Bridge Pump Station located at 250
East Coast Highway (“Project”).
D. Licensee requests to use a portion of the Property, approximately eighteen
thousand (18,000) square feet (“License Area”), as depicted on Exhibit “B” attached
hereto and incorporated herein by reference, for the siting of office trailers,
temporary staging and storage of construction equipment and materials, and the
parking of vehicles to support the Project.
E. Pursuant to City Council Policy F-7, whenever less than the open market or
appraised value is received for the use of City property, the City shall make specific
findings setting forth the reasons thereof.
F. On [INSERT DATE HERE], the City Council made findings that Licensee’s use of the
License Area provides an essential or unique service to the community, as it is for
purpose of facilitating the completion of the Project, which might not otherwise be
provided were full market value of the License Area be required.
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Orange County Sanitation District Page 2
G. City and Licensee desire to enter into this Agreement for Licensee to utilize the
License Area for purpose of the Project, subject to the covenants and conditions set
forth in this Agreement.
NOW, THEREFORE, it is mutually agreed by and between the undersigned parties
as follows:
1. LICENSE
1.1 City hereby grants a temporary, non-exclusive and revocable license
(“License”) to Licensee for the term of this Agreement as set forth in Section 4 below for
use as a temporary construction staging site within the License Area.
1.2 Upon ten (10) calendar days’ prior written notice by the City, Licensee shall
relocate their equipment and materials to a different part of the Property, as directed by
the City and to be generally depicted on an aerial exhibit included within said notice,
should the City need to access or change the location of the License Area. This
notification shall be issued in the City's sole and absolute discretion, and the cost of such
relocation shall be borne by the Licensee with no cost or impact to the City.
1.3 The License granted herein is subject to the terms, covenants and
conditions hereinafter set forth, and Licensee covenants, as a material part of the
consideration for this License, to keep and perform each and every term, covenant and
condition of this Agreement.
2. PURPOSE OF THIS AGREEMENT
The purpose of this License is to provide Licensee with temporary, non-exclusive
use of the License Area as a temporary construction staging and storage site for
equipment and materials (but specifically excluding storage of soils or dredged materials,
which materials shall be stored by the Licensee at a separate location), for the siting of
office trailers, and for parking, to facilitate the work necessary for the Project. Licensee
shall use the License Area only for the activities described herein and shall not use or
permit the use of the License Area for any other purpose without first obtaining the prior
written consent of City, which consent may be withheld in City’s sole discretion.
3. PERMITS, LICENSES AND BEST PRACTICES
3.1 Licensee, at its sole expense, shall obtain and maintain during the term of
this Agreement, all appropriate permits, licenses and certificates that may be required by
any governmental agency, including the City, in order to use the License Area as a
temporary construction staging and storage site for equipment and materials, for the siting
of office trailers, and for parking.
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Orange County Sanitation District Page 3
3.2 Licensee shall have in effect a Stormwater Pollution Prevention Plan
(“SWPPP”) and Best Management Practices plan (“BMPs”) accepted by Licensee, its
employees, contractors and subcontractors (“Licensee’s Representatives”) to ensure all
activities on the License Area are in compliance with industry standards best practices,
including, but not limited to description of activities that could cause pollution, control
measures for preventing spills and minimizing hazards, a spill response plan, procedures
for conducting inspections and monitoring, and provisions for sufficient training of
Licensee’s representatives.
3.3 Licensee shall establish, maintain and uphold business practices to the
highest degree as generally recognized in Licensee’s industry, and exercise the utmost
caution for the protection and safety of Licensee and the general public at all times during
the term of this Agreement.
4. TERM
This Agreement shall commence upon the Effective Date and terminate upon the
completion of the Project or December 31, 2028, whichever occurs first (“Term”). Both
Parties understand and agree this Agreement is for a temporary period of time and does
not, and will not, result in permanent use of or access to the License Area or the Property.
5. LICENSE FEE
The License is provided to Licensee at no charge. The City is not charging
Licensee a fee comparable to the open market or appraised value of the License Area
because the City finds that Licensee’s use of the License Area, which is for the purpose
of completion of the Project, is an essential or unique service to the community.
6. UTILITIES
6.1 Licensee shall be responsible for payment of all utilities furnished to or used
on the License Area by Licensee, including, without limitation, electricity and water.
6.2 Licensee may use City’s trash enclosures or public trash cans, provided
however, that City may, at City’s sole and absolute discretion, require Licensee to arrange
for its own refuse collection.
6.3 Licensee shall be responsible for the maintenance, repair and/or
replacement of utility lines within and exclusively serving the License Area, to the point of
the utility’s tie-in, or Licensee’s pro rata share of utility lines serving Licensee on the
License Area.
7. USE AND CONDITIONS OF THE LICENSE AREA AND PROPERTY
7.1 General Use and Conditions.
7.1.1 Licensee understands the safety of the public is paramount to the
uses and conditions set forth herein under this Section 7 for the License Area.
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Orange County Sanitation District Page 4
Licensee shall maintain the License Area free from waste, debris, hazards or risks
to public health, safety or welfare at all times.
7.1.2 Licensee shall not use or permit the use of the License Area for any
unlawful purpose.
7.1.3 Licensee shall not commit or permit the commission of any noise or
nuisance on the License Area and shall comply with any and all noise and nuisance
requirements as defined by any applicable federal, state and local laws and
regulations.
7.1.4 Use of any area on the Property outside the License Area other than
for purposes of accessing the License Area is strictly prohibited without prior
written approval from the City.
7.1.5 Except as provided under this Agreement, Licensee shall not make
or permit to be made any alterations, additions or improvements to the License
Area, or install lighting or equipment, or install any signs, lettering or advertising
media of any type or any other visual displays, on or about the License Area
without the prior written consent of City. Notwithstanding the foregoing, Licensee
shall place all required construction notices and warning signs on or about the
Property in the manner required by the City, Federal, State or local law.
7.1.6 Licensee shall protect the integrity of the License Area and any part
of the Property used for purpose of accessing the License Area. Licensee shall
prevent any oil, cement or other material spills on the public right-of-way adjacent
to the Property, at the driveway, vehicular paths of travel on the Property, and sand
at the License Area, any other area on or around the Property, and any other
contiguous area used to access the License Area. Licensee shall return the
License Area to City in the condition that existed as of the Effective Date of this
Agreement, ordinary wear and tear excepted. Licensee shall, at its sole cost and
expense, document (including photos and/or video) the condition of the Property
existing as of the Effective Date and submit such documentation to the City.
7.1.7 Licensee shall exercise all necessary precautions for opening,
closing, and securing the License Area and its equipment and materials stored in
the License Area at all times. Licensee expressly assumes all responsibility for the
protection and security of the License Area, including personal property and
equipment of Licensee.
7.1.8 Licensee shall install legible signs on the License Area, visible from
the public right-of-way and interior of the Property, that includes Licensee’s contact
information, including a 24-hour emergency phone number.
7.2 Special Use and Conditions.
7.2.1 Licensee shall maintain the smallest footprint on the Property as
absolutely required by the scope of the Project at any given time during the phases
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Orange County Sanitation District Page 5
of construction, and Licensee shall use it best efforts to reduce its impact to the
Property by using the fewest truck and vehicle trips, and by storing on the License
Area the least amount of equipment and materials as necessary for the immediate
needs of the Project. Licensee shall use its best efforts to complete the Project on
time or ahead of schedule and discontinue its use of the Property as soon as
possible.
7.2.2 Licensee may use the License Area for the temporary storage of
construction vehicles, equipment and materials, with the exception of any soil or
dredged materials which are prohibited from being stored on the Property. Any
temporary stockpiling of materials is prohibited unless such materials are stored
on raised mobile platforms, pallets or other protective barriers to prevent spills or
spread of materials.
7.2.3 Licensee may place two (2) commercial office trailers in the License
Area.
7.2.4 Licensee’s Representatives (defined in Section 3) have the right to
park personal vehicles within the License Area, and shall ensure that the gates to
the License Area are can close around the vehicles, with the understanding that
Licensee’s Representatives shall walk from the License Area to the Project site.
Licensee shall not park any vehicles outside the License Area.
7.2.5 Licensee shall operate the License Area with the least amount of
construction-related vehicles stored within the License Area during each given
phase of the Project, as may be required for demolition, grading, building
construction, installation of force mains, and gravity sewer improvement scopes of
work. Operation of construction vehicles in the License Area is limited to the hours
set forth in Section 7.2.7.1 below.
7.2.5.1 Licensee shall follow any City imposed requirements on
vehicle traffic, path of travel, and weight limits that may be a precondition to
approval of the Project.
7.2.6 Licensee is strictly prohibited from bringing any soil or
dredged materials from the Project on to the Property. Such soil or dredged
material shall not be stored, nor brought on site even temporarily, nor in transport
to a secondary site.
7.2.7 Licensee’s access to and use of the License Area shall be limited to
the hours between 7:00 a.m. to 6:00 p.m. Monday through Friday, and the hours
between 8:00 a.m. and 6:00 p.m. on Saturday.
7.2.7.1 Operation of construction vehicles shall be limited to the
non-peak hours of 9:00 a.m. and 3:00 p.m. Monday through Friday,
consistent with the Impact Analysis of the Project’s Environmental Impact
Report (“EIR”) of August 2020.
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Orange County Sanitation District Page 6
7.2.8 Licensee, at Licensee’s cost and expense, shall cause the License
Area to be fenced and screened on all sides commencing no later than thirty (30)
calendar days after the Effective Date of this Agreement and continuing until the
expiration or earlier termination of this Agreement. Licensee shall not bring any
equipment or personnel or use the License Area until and unless the License Area
is fully fenced and screened. The height of fence shall be at least six (6) feet, and
fence material shall be chain link metal fence overlaid on the exterior with an
opaque vinyl screen, or other equivalent fencing and screening material as
approved by the City. The fencing shall include the installation of a locking gate
which swings to the interior of the License Area to provide access to the License
Area. Licensee shall place warning signs on or about the License Area in any
manner required by federal, state or local law.
7.2.9 Licensee shall comply with all permits, regulations, and requirements
applicable to the Project, including but not limited to the Coastal Development
Permit No. PA2023-0076 issued by the City.
7.3 Other Users of Property. The License Area is a portion of the Property
specifically designated for use by Licensee for the operations permitted herein. Certain
other portions of the Property are not only open to the public, but shared with other tenants
or licensees of the City, and consideration shall be given by Licensee to these other
tenants and licensees so as not to impede the operation of their respectively designated
uses of the Property.
8. CITY INSPECTION
8.1 City shall be entitled, at any time, to inspect the License Area for compliance
with the terms of this Agreement, and with all applicable federal, state and local laws and
regulations.
8.2 City and its authorized City representative(s) may, without prior notice to
Licensee, enter upon and inspect the License Area for any lawful purpose, provided that
City shall use commercially reasonable efforts to not interfere with Licensee’s operation
and/or use of the License Area in performing any such entry, inspection, and/or shared
use of the License Area. In case of emergency, City or its authorized City
representative(s) may enter the License Area by whatever force reasonably necessary if
Licensee is not present to open and permit entry. Any entry to the License Area by City
under this License shall not be construed as a forcible or unlawful entry into, or a detainer
of, the License Area, or an eviction of Licensee from the License Area or any portion
thereof.
9. EMERGENCY
9.1 Licensee understands the License Area is located on public property
primarily dedicated to the use and enjoyment of the public and emergency situations may
develop from time-to-time that require access to the Property to be immediately stopped
and thereby interfere or temporarily terminate Licensee’s use of the License Area.
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Orange County Sanitation District Page 7
Licensee agrees that, if such a situation occurs, City shall have the right to immediately
restrict access to the License Area and any equipment or materials located on the License
Area for the duration of the emergency. Licensee agrees not to hold City responsible or
liable for and shall protect, defend, indemnify and hold City harmless for any damage,
loss, claim or liability of any nature suffered as a result of the loss of the use of the License
Area.
9.2 Unless otherwise specifically provided in a notice of termination of this
Agreement, City’s exercise of the right to restrict access to the License Area is not
intended to constitute a termination of this Agreement by either Party and such event is
a risk accepted by Licensee. Licensee and City shall meet after the City determines that
an emergency has ended to establish the time and manner in which access shall be
restored. City shall have the right to reasonably determine what constitutes an
“emergency situation” pursuant to this Section.
10. MAINTENANCE
At its sole cost and expense, Licensee shall take good care of and keep the
License Area neat and clean at all times. Should Licensee fail to commence required
maintenance or repairs, or cleaning of the License Area to a condition satisfactory to City,
within twenty-four (24) hours after receipt of notice to do so, City may perform such work
or have such work performed by others and Licensee shall immediately reimburse City
for all direct and indirect costs associated with such work upon receipt of an invoice for
such costs. Graffiti shall immediately be called in to the City’s Graffiti Hotline at (949) 644-
3333 for removal.
11. NO INTEREST IN PROPERTY
Nothing herein shall be deemed to create a lease, or easement of any property
right, or to grant any possessory or other interest in the License Area, Property, or any
public right-of-way, other than a license to use and access the License Area, revocable
and for a temporary term as set forth in this Agreement.
12. RESERVATION OF RIGHTS
Licensee understands, acknowledges and agrees that any and all authorizations
granted to Licensee under this Agreement are non-exclusive and shall remain subject to
all prior and continuing regulatory and propriety rights and powers of City to regulate,
govern and use the License Area and Property, as well as any existing encumbrances,
deeds, covenants, restrictions, easements, dedications and other claims of title that may
affect the License Area and Property.
13. CITY RETENTION RIGHTS
Licensee’s right to use the License Area during the term of this Agreement shall
be subordinate and junior to the rights of City to use and occupy the License Area and
the Property for any purpose.
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Orange County Sanitation District Page 8
14. RELOCATION
City shall not at any time during the term of this Agreement require the Licensee
to move the office trailers to another particular location within the License Area.
However, City reserves the right to change the boundaries of the License Area or
its location within the Property, in which case Licensee shall relocate its equipment and
materials to the new boundaries or location of the License Area at Licensee’s expense
and without making any claim against the City for reimbursement or damage therefor.
Except in the event of an emergency or other situation requiring immediate
relocation from the License Area, City shall provide Licensee with not less than thirty (30)
calendar days written notice of relocation specifying the location of the new License Area
and a date by which the relocation shall take place.
15. TERMINATION
15.1 Except as otherwise provided in this Agreement or in accordance with this
Section, City shall not terminate this Agreement or the License prior to the end of the
Term set forth in this Agreement.
15.2 City may terminate this Agreement, at its discretion with no reason of
default, upon providing no less than one hundred eighty (180) business days prior written
notice to Licensee.
15.3 City may terminate this Agreement upon Licensee’s failure to cure or correct
a default of any term or condition of this License within ten (10) business days of
Licensee’s receipt of written notice of such default. The written notice shall describe the
subject default in reasonable detail.
16. SURRENDER
Upon expiration or termination of this Agreement, Licensee, at its sole cost and
expense, shall, within fifteen (15) calendar days, remove all of its equipment and stored
materials, restore the License Area to its original condition or to a condition satisfactory
to and approved by City, and vacate the License Area. Restoration may include, but is
not limited to, coordinating with City to restore landscaping, and removing any and all
debris, waste or other material. Should Licensee fail to restore the License Area to a
condition satisfactory to City, City may perform such work or have such work performed
by others and Licensee shall immediately reimburse City for all direct and indirect costs
associated with such work upon receipt of an invoice for such costs.
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Orange County Sanitation District Page 9
17. ADMINISTRATION
This License will be administered by the Community Development Department.
The Community Development Director or its designee shall be the License Administrator
and shall have the authority to act for City under this License. The License Administrator
or their authorized representative shall represent City in all matters pertaining to this
License.
18. INDEMNIFICATION AND LIABILITY FOR DAMAGES
18.1 Irrespective of any insurance carried by Licensee for the benefit of City, and
to the fullest extent permitted by law, Licensee shall indemnify, defend, assume all
responsibility for, and hold harmless City, its elected or appointed officers, agents,
officials, employees, and volunteers (collectively, the “Indemnified Parties”) from and
against any and all claims (including, without limitation, claims for bodily injury, death or
damage to property), demands, obligations, damages, actions, causes of action, suits,
losses, judgments, fines, penalties, liabilities, costs and expenses (including, without
limitation, attorney’s fees, disbursements and court costs) of every kind and nature
whatsoever (individually, a “Claim” and, collectively, “Claims”), which may arise from or
in any manner relate (directly or indirectly) to Licensee’s operations conducted under this
Agreement or the implementation hereof and for any damages to property or injuries to
persons, including accidental death, which may be caused by any of Licensee’s activities
under this Agreement, whether such activities or performance thereof be (i) by Licensee,
or (ii) Licensee’s permittees or agents and whether such damage shall accrue or be
discovered before or after termination of this Agreement.
18.2 Notwithstanding the foregoing, nothing herein shall be construed to require
Licensee to indemnify the Indemnified Parties from any Claim arising from the sole
negligence or willful misconduct of the Indemnified Parties or by City’s failure to comply
with the terms and conditions of this Agreement. Nothing in this indemnity shall be
construed as authorizing any award of attorney’s fees in any action on or to enforce the
terms of this Agreement. This indemnity shall apply to all claims and liability regardless
of whether any insurance policies are applicable. The policy limits do not act as a limitation
upon the amount of indemnification to be provided by Licensee.
18.3 Licensee shall be liable and responsible for the security, repair and
maintenance of the License Area to the extent necessitated by Licensee’s use of the
License Area, for such time as this License is in effect. Licensee shall use care to protect
the License Area when not in use by Licensee.
18.4 City shall indemnify, defend, assume all responsibility for, and hold
harmless Licensee, its elected or appointed officers, agents, officials, employees, and
volunteers from and against any and all Claims which may arise from or in any manner
relate (directly or indirectly) to the operations or activities conducted in, on, or over the
License Area by the City or its elected or appointed officers, agents, officials, employees,
and volunteers, and for any damages to property or injuries to persons, including
accidental death, which may be caused by the operations or activities conducted in, on,
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Orange County Sanitation District Page 10
or over the License Area by the City or its elected or appointed officers, agents, officials,
employees, and volunteers, whether such damage shall accrue or be discovered before
or after termination of this Agreement. Notwithstanding the foregoing, nothing herein shall
be construed to require City to indemnify Licensee, its elected or appointed officers,
agents, officials, employees, or volunteers from any Claim arising from the negligence or
willful misconduct of Licensee, its elected or appointed officers, agents, officials,
employees, or volunteers, respectively, or by Licensee’s failure to comply with the terms
and conditions of this Agreement.
19. INSURANCE
Without limiting Licensee’s indemnification of City, and prior to commencement of
work, Licensee shall obtain, provide and maintain at its own expense during the term of
this Agreement or for other periods as specified in this Agreement, policies of insurance
of the type, amounts, terms and conditions described in the Insurance Requirements
attached hereto as Exhibit “C,” and incorporated herein by reference.
20. HAZARDOUS SUBSTANCES
20.1 From the Effective Date of this License throughout the Term, Licensee shall
not use, store, manufacture or maintain in, on, under, about or within the License Area
any Hazardous Substances except (i) in such quantities and types found customary in
construction, repair, maintenance and operations of the construction staging yard
approved by this Agreement, and (ii) petroleum and petroleum products contained within
regularly operated motor vehicles. Licensee shall handle, store and dispose of all
Hazardous Substances it brings onto the License Area in accordance with applicable
laws.
20.2 For purposes of this License the term “Hazardous Substance” means: (i)
any substance, product, waste or other material of any nature whatsoever which is or
becomes listed, regulated, or addressed pursuant to the Comprehensive Environmental
Response, Compensation and Liability Act, 42 U.S.C. Section 9601 et seq. (“CERLCA”);
the Hazardous Materials Transportation Act, 49 U.S.C. Section 1801, et seq.; the
Resource Conversation and Recovery Act, 42 U.S.C. Section 6901 et seq. (“RCRA”); the
Toxic Substances Control Act, 15 U.S.C. Section 2601 et seq.; the Clean Water Act, 33
U.S.C. Section 1251 et seq.; the California Hazardous Waste Control Act, Health and
Safety Code Section 25100 et seq.; the California Hazardous Substance Account Act,
Health and Safety Code Sections 25330 et seq.; the California Safe Drinking Water and
Toxic Enforcement Act, Health and Safety Code Sections 25249.5 et seq.; California
Health and Safety Code Sections 25280 et seq. (Underground Storage of Hazardous
Substances); the California Hazardous Waste of Concern and Public Safety Act, Health
and Safety Code Sections 25169.5 et seq.; California Health and Safety Code Sections
25501 et seq. (Hazardous Materials Release Response Plans and Inventory); or the
Porter-Cologne Water Quality Control Act, Water Code Sections 13000 et seq., all as
they, from time-to-time may be amended, (the above-cited statutes are here collectively
referred to as “the Hazardous Substances Laws”) or any other Federal, State or local
statute, law, ordinance, resolution, code, rule, regulation, order or decree regulating,
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Orange County Sanitation District Page 11
relating to, or imposing liability or standards of conduct concerning, any hazardous, toxic
or dangerous waste, substance or material, as now or at any time hereafter in effect; (ii)
any substance, product, waste or other material of any nature whatsoever which may give
rise to liability under any of the above statutes or under any statutory or common law
theory, including but not limited to negligence, trespass, intentional tort, nuisance, waste
or strict liability or under any reported decisions of a state or federal court; (iii) petroleum
or crude oil; and (iv) asbestos.
20.3 Notwithstanding any contrary provision of this License, and in addition to
the indemnification duties of Licensee set forth in this Agreement, Licensee agrees to
indemnify, defend with counsel reasonably acceptable to City, protect, and hold harmless
the City, its elected or appointed officers, agents, officials, employees, volunteers and
assigns from and against any and all losses, fines, penalties, claims, damages,
judgments, or liabilities, including, but not limited to, any repair, cleanup, detoxification, or
preparation and implementation of any remedial, response, closure or other plan of any
kind or nature which the City, its elected or appointed officers, agents, officials,
employees, volunteers, or assigns may sustain or incur or which may be imposed upon
them in connection with the use of the License Area provided under this Agreement by
Licensee, arising from or attributable to the storage or deposit of Hazardous Substances
on or under the License Area by Licensee. This Section is intended to operate as an
agreement pursuant to Section 107(e) of CERCLA, 42 USC Section 9607(e), and
California Health and Safety Code Section 25364, to insure, protect, hold harmless, and
indemnify City for any claim pursuant to the Hazardous Substance Laws or the common
law.
20.4 City agrees to indemnify, defend with counsel reasonably acceptable to
Licensee, protect, and hold harmless Licensee, its elected or appointed officers, agents,
officials, employees, volunteers and assigns from and against any and all losses, fines,
penalties, claims, damages, judgments, or liabilities, including, but not limited to, any
repair, cleanup, detoxification, or preparation and implementation of any remedial,
response, closure or other plan of any kind or nature which Licensee, its elected or
appointed officers, agents, officials, employees, volunteers, or assigns may sustain or
incur or which may be imposed upon them arising from the use of the License Area by
City, its elected or appointed officers, agents, officials, employees, volunteers and
assigns.
20.5 City agrees that City will not, and will not authorize any third party to use,
generate, store, or dispose of any Hazardous Substances on, under, about or within the
License Area in violation of any law or regulation. City and Licensee each agree to
defend, indemnify and hold harmless the other and the other’s partners, affiliates, agents
and employees against any and all losses, liabilities, claims and/or costs arising from any
breach of any representation, warranty or agreement contained in this Section. This
Section shall survive the termination of this Agreement. Upon expiration or earlier
termination of this Agreement, Licensee shall surrender and vacate the License Area and
deliver possession thereof to City on or before the termination date free of any Hazardous
Substances released into the environment at, on or under the License Area that are
directly attributable to Licensee.
DRAFT
Orange County Sanitation District Page 12
21. ASSIGNMENT
All of the terms and provisions of this Agreement shall inure to the benefit of and
shall be binding upon the Parties and their respective successors and assigns. This
Agreement and the rights and obligations of Licensee is personal to Licensee and shall
not be assigned, transferred, or hypothecated (collectively referred to as “transferred”), in
whole or in part, without the prior written consent of the City, which consent may be
withheld in City’s sole and absolute discretion for any reason or no reason at all. Any
assignment of this Agreement or the License granted hereunder, voluntarily or by
operation of law, shall automatically terminate this Agreement, unless Licensee has
obtained the prior written consent of City.
22. CONFLICT OF INTEREST
The Licensee or its employees may be subject to the provisions of the California
Political Reform Act of 1974 (“Act”), which (a) requires such persons to disclose any
financial interest that may foreseeably be materially affected by the work performed under
this License, and (b) prohibits such persons from making, or participating in making,
decisions that will foreseeably financially affect such interest. If subject to the Act,
Licensee shall conform to all requirements of the Act. Failure to conform to the
requirements of the Act constitutes a material breach and is grounds for immediate
termination of this License by City. Licensee shall indemnify and hold harmless City for
any and all claims for damages resulting from Licensee’s violation of this Section.
23. NOTICES
All notices, demands, requests or approvals to be given under the terms of this
License shall be given in writing, and conclusively shall be deemed served when delivered
personally, or on the third business day after the deposit thereof in the United States mail,
postage prepaid, first-class mail, addressed as hereinafter provided. All notices,
demands, requests or approvals from Licensee to City shall be addressed to City at:
Community Development Department
City of Newport Beach
Attn: Real Property Administrator
100 Civic Center Drive
PO Box 1768
Newport Beach, CA 92658
All notices, demands, requests or approvals from City to Licensee shall be
addressed to Licensee at:
Orange County Sanitation District
Attn: Cindy Murra
10844 Ellis Avenue
Fountain Valley, CA 92708
Telephone: (714) 593-7327
DRAFT
Orange County Sanitation District Page 13
24. STANDARD PROVISIONS
24.1 Recitals. City and Licensee acknowledge that the above Recitals are true
and correct and are hereby incorporated by reference into this Agreement.
24.2 Compliance with Laws. Licensee, at its sole cost and expense, shall
observe, perform, and comply with all laws, statutes, ordinances, rules, and regulations
promulgated by any governmental agency and applicable to the License Area, or the use
thereof, including all Americans with Disability Act requirements, applicable zoning
ordinances, building codes and environmental laws. Licensee shall not occupy or use
the License Area or permit any portion thereof to be occupied or used for any use or
purpose that is unlawful in part or in whole, or deemed by City to be disreputable in any
manner or extra hazardous on account of fire.
24.3 Not Agent of City. Neither anything in this Agreement nor any acts of
Licensee shall authorize Licensee to act as agent, contractor, joint venture or employee
of City for any purpose.
24.4 Waiver. The waiver by either Party of any breach or violation of any term,
covenant or condition of this Agreement, or of any ordinance, law or regulation, shall not
be deemed to be a waiver of any other term, covenant, condition, ordinance, law or
regulation, or of any subsequent breach or violation of the same or other term, covenant,
condition, ordinance, law or regulation. The subsequent acceptance by either Party of
any fee, performance, or other consideration which may become due or owing under this
Agreement, shall not be deemed to be a waiver of any preceding breach or violation by
the other Party of any term, condition, covenant of this Agreement or any applicable law,
ordinance or regulation.
24.5 Integrated Agreement. This Agreement represents the full and complete
understanding of every kind or nature whatsoever between the parties hereto, and all
preliminary negotiations and agreements of whatsoever kind or nature are merged herein.
No verbal agreement or implied covenant shall be held to vary the provisions herein.
24.6 Conflicts or Inconsistencies. In the event there are any conflicts or
inconsistencies between this Agreement, or any other attachments attached hereto, the
terms of this Agreement shall govern.
24.7 Interpretation. The terms of this Agreement shall be construed in
accordance with the meaning of the language used and shall not be construed for or
against either party by reason of the authorship of the Agreement or any other rule of
construction which might otherwise apply.
24.8 Amendments. This Agreement may be modified or amended only by a
written document executed by both Licensee and City and approved as to form by the
City Attorney.
DRAFT
Orange County Sanitation District Page 14
24.9 Severability. If any term or portion of this Agreement is held to be invalid,
illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining
provisions of this Agreement shall continue in full force and effect.
24.10 Controlling Law and Venue. The laws of the State of California shall govern
this Agreement and all matters relating to it and any action brought relating to this
Agreement shall be adjudicated in a court of competent jurisdiction in the County of
Orange.
24.11 Equal Opportunity Employment. Licensee represents that it is an equal
opportunity employer and it shall not discriminate against any subcontractor, employee
or applicant for employment because of race, religion, color, national origin, handicap,
ancestry, sex or age.
24.12 Taxes. Licensee shall pay any and all personal interest property taxes, real
property taxes, possessory interest taxes, fees and assessments, or similar charges
which may at any time be imposed or levied by any public entity and attributable to the
Agreement authorized herein. City hereby gives notice to Licensee, pursuant to Section
107.6 of the California Revenue and Taxation Code that this Agreement may create a
possessory interest in and to the property of City, a tax-exempt public entity, the payment
of which taxes shall be the sole obligation of Licensee. Licensee shall indemnify, defend
and hold harmless City against any and all such taxes, fees, penalties or interest
assessed, or imposed against City hereunder.
24.13 No Third-Party Beneficiaries. Neither anything in this Agreement nor any
acts of Licensee shall authorize Licensee to act as agent, contractor, joint venture or
employee of City for any purpose.
24.14 No Attorneys’ Fees. In the event of any dispute under the terms of this
Agreement the prevailing party shall not be entitled to attorneys’ fees.
24.15 [reserved]
24.16 Time is of the Essence. Time is of the essence for this Agreement.
24.17 Counterparts. This Agreement may be executed in two (2) or more
counterparts, each of which shall be deemed an original and all of which together shall
constitute one and the same instrument.
25. NO DAMAGES
Licensee acknowledges that City would not enter into this Agreement if it were to
be liable for damages (including, but not limited to, actual damages, economic damages,
consequential damages, lost profits, loss of rents or other revenues, loss of business
opportunity, loss of goodwill or loss of use) under, or relating to, this Agreement or any of
the matters referred to in this Agreement. Accordingly, Licensee covenants and agrees
on behalf of itself and its successors and assigns, not to sue City (either in its capacity as
licensor in this Agreement or in its capacity as the City of Newport Beach) for damages
DRAFT
Orange County Sanitation District Page 15
(including, but not limited to, actual damages, economic damages, consequential
damages, lost profits, loss of rents or other revenues, loss of business opportunity, loss
of goodwill or loss of use) or monetary relief for any breach of this Agreement by City or
for any dispute, controversy, or issue between City and Licensee arising out of or
connected with this Agreement or any of the matters referred to in this Agreement, the
parties agreeing that declaratory relief, injunctive relief, mandate and specific
performance shall be Licensee’s sole and exclusive judicial remedies. Notwithstanding
the foregoing, nothing in this Section 25 shall limit Licensee's remedies as expressly set
forth in this Agreement.
26. GOVERNMENT CLAIMS ACT
Licensee and City agree that in addition to any claims filing or notice requirements
in this Agreement, Licensee shall file any claim that Licensee may have against City in
strict conformance with the Government Claims Act (Government Code sections 900 et
seq.), or any successor statute.
[SIGNATURES ON NEXT PAGE]
DRAFT
Orange County Sanitation District Page 16
IN WITNESS WHEREOF, the parties have caused this Agreement to be executed
on the dates written below.
APPROVED AS TO FORM:
CITY ATTORNEY’S OFFICE
CITY OF NEWPORT BEACH,
A California municipal corporation
Date: __________________
By: ____________________________
Date: ____________________
By: _______________________________
Aaron C. Harp
City Attorney
Grace K. Leung
City Manager
ATTEST:
Date: _________________
LICENSEE: ORANGE COUNTY
SANITATION DISTRICT, a California public
body
By:____________________________
Date: _____________________
By: _______________________________
Leilani I. Brown
City Clerk
Name: Chad P. Wanke
Title: Board Chairman
APPROVED AS TO FORM:
Date: _________________
ATTEST:
Date: _____________________
By: __________________________
By: __________________________
Adriene Plescia Lynch
Alston & Bird LLP
Kelly A. Lore
Clerk of the Board
[END OF SIGNATURES]
Attachments: Exhibit A: Depiction of Property
Exhibit B: Depiction of License Area
Exhibit C: Insurance Requirements
DRAFT
Orange County Sanitation District Page A-1
EXHIBIT “A”
Depiction of Property
DRAFT
Orange County Sanitation District Page B-1
Exhibit “B”
Depiction of the License Area
DRAFT
Orange County Sanitation District Page C-1
EXHIBIT “C”
Insurance Requirements
1. Provision of Insurance. Without limiting Licensee’s indemnification of City, and
prior to commencement of Work, Licensee shall obtain, provide and maintain at its
own expense during the term of this Agreement, policies of insurance of the type and
amounts described below and, in a form, satisfactory to City. Licensee agrees to
provide insurance in accordance with requirements set forth here. If Licensee uses
existing coverage to comply and that coverage does not meet these requirements,
Licensee agrees to amend, supplement or endorse the existing coverage.
2. Acceptable Insurers. All insurance policies shall be issued by an insurance
company currently authorized by the Insurance Commissioner to transact business of
insurance in the State of California, with an assigned policyholders’ Rating of A- (or
higher) and Financial Size Category Class VII (or larger) in accordance with the latest
edition of Best’s Key Rating Guide, unless otherwise approved by the City’s Risk
Manager.
3. Coverage Requirements.
A. Workers’ Compensation Insurance. Licensee shall maintain Workers’
Compensation Insurance providing statutory benefits and Employer’s Liability
Insurance with limits of at least one million dollars ($1,000,000) each employee
for bodily injury by accident and each employee for bodily injury by disease in
accordance with the laws of the State of California, Section 3700 of the Labor
Code. In addition, Licensee shall require each subcontractor to similarly
maintain Workers’ Compensation Insurance and Employer’s Liability Insurance
in accordance with California law for all of the subcontractor’s employees. The
insurer issuing the Workers’ Compensation insurance shall amend its policy by
endorsement to waive all rights of subrogation against City, its elected or
appointed officers, agents, officials, employees, volunteers, and any person or
entity owning or otherwise in legal control of the property upon which Licensee
performs the Project and/or Services contemplated by this Agreement.
Licensee shall submit to City, along with the certificate of insurance, a Waiver
of Subrogation endorsement in favor of City, its elected or appointed officers,
agents, officials, employees, volunteers, and any person or entity owning or
otherwise in legal control of the property upon which Licensee performs the
Project and/or Services contemplated by this Agreement.
B. General Liability Insurance. Contractor shall maintain commercial
general liability insurance, and if necessary umbrella liability insurance, with
coverage at least as broad as provided by Insurance Services Office form CG
00 01, in an amount not less than one million dollars ($1,000,000) per
occurrence, two million dollars ($2,000,000) general aggregate and two million
dollars ($2,000,000) completed operations aggregate. The policy shall cover
DRAFT
Orange County Sanitation District Page C-2
liability arising from premises, operations, products-completed operations,
personal and advertising injury, and liability assumed under an insured contract
(including the tort liability of another assumed in a business contract).
C. Automobile Liability Insurance. Licensee shall maintain automobile
insurance at least as broad as Insurance Services Office form CA 00
01covering bodily injury and property damage for all activities of Licensee
arising out of or in connection with Work to be performed under this Agreement,
including coverage for any owned, hired, non-owned or rented vehicles, in an
amount not less than one million dollars ($1,000,000) combined single limit for
each accident.
4. Other Insurance Requirements. The policies are to contain, or be endorsed to
contain, the following provisions:
A. Waiver of Subrogation. All insurance coverages maintained or procured
pursuant to this Agreement shall be endorsed to waive subrogation against
City, its elected or appointed officers, agents, officials, employees, volunteers,
and any person or entity owning or otherwise in legal control of the property
upon which Licensee performs the Project and/or Services contemplated by
this Agreement or shall specifically allow Licensee or others providing
insurance evidence in compliance with these requirements to waive their right
of recovery prior to a loss. Licensee hereby waives its own right of recovery
against City, and shall require similar written express waivers and insurance
clauses from each of its subcontractors.
B. Additional Insured Status. All liability policies including general liability,
products and completed operations, excess liability, and pollution liability,
automobile liability, protection and indemnity liability, and vessel pollution
liability if required, but not including professional liability, shall provide or be
endorsed to provide that City, its elected or appointed officers, agents, officials,
employees, volunteers, agents, the State of California Department of Parks and
Recreation, and any person or entity owning or otherwise in legal control of the
property upon which Licensee performs the Project and/or Services
contemplated by this Agreement shall be included as additional insureds under
such policies.
C. Primary and Non-Contributory. Licensee’s insurance coverages shall be
primary insurance and/or the primary source of recovery with respect to City,
its elected or appointed officers, agents, officials, employees, volunteers, and
any person or entity owning or otherwise in legal control of the property upon
which Licensee performs the Project and/or Services contemplated by this
Agreement. Any insurance or self-insurance maintained by City shall be excess
of Licensee’s insurance and shall not contribute with it.
DRAFT
Orange County Sanitation District Page C-3
D. Notice of Cancellation. All policies shall provide City with thirty (30) calendar
days’ notice of cancellation or nonrenewal of coverage (except for nonpayment
for which ten (10) calendar days’ notice is required) for each required coverage.
5. Additional Agreements Between the Parties. The parties hereby agree to the
following:
A. Evidence of Insurance. Licensee shall provide certificates of insurance to
City as evidence of the insurance coverage required herein, along with a waiver
of subrogation endorsement for workers’ compensation and other
endorsements as specified herein for each coverage. All of the executed
documents referenced in this Agreement must be returned to City within ten
(10) regular City business days after the Agreement is fully executed. Insurance
certificates and endorsements must be approved by City’s Risk Manager prior
to commencement of work. Current certification of insurance shall be kept on
file with City at all times during the term of this Agreement. City reserves the
right to require complete, certified copies of all required insurance policies, at
any time.
B. City’s Right to Revise Requirements. The City reserves the right at any time
during the term of the Agreement to change the amounts and types of
insurance required by giving Licensee ninety (90) calendar days’ advance
written notice of such change.
C. Right to Review Subcontracts. Licensee agrees that upon request, all
agreements with subcontractors or others with whom Licensee enters into
agreements with on behalf of City will be submitted to City for review. Failure
of City to request copies of such agreements will not impose any liability on
City, or its employees. Licensee shall require and verify that all subcontractors
maintain insurance meeting all the requirements stated herein, and Licensee
shall ensure that City is an additional insured on insurance required from
subcontractors. For CGL coverage, subcontractors shall provide coverage with
a format at least as broad as CG 20 38 04 13.
D. Enforcement of Agreement Provisions. Licensee acknowledges and agrees
that any actual or alleged failure on the part of City to inform Licensee of non-
compliance with any requirement imposes no additional obligations on City nor
does it waive any rights hereunder.
E. Requirements not Limiting. Requirements of specific coverage features or
limits contained in this Exhibit are not intended as a limitation on coverage,
limits or other requirements, or a waiver of any coverage normally provided by
any insurance. Specific reference to a given coverage feature is for purposes
of clarification only as it pertains to a given issue and is not intended by any
party or insured to be all inclusive, or to the exclusion of other coverage, or a
waiver of any type. If the Licensee maintains higher limits than the minimums
shown above, the City requires and shall be entitled to coverage for higher
DRAFT
Orange County Sanitation District Page C-4
limits maintained by the Licensee. Any available proceeds in excess of
specified minimum limits of insurance and coverage shall be available to the
City.
F. Self-Insured Retentions. Licensee agrees not to self-insure or to use any
self-insured retentions on any portion of the insurance required herein and
further agrees that it will not allow any indemnifying party to self-insure its
obligations to City. If Licensee’s existing coverage includes a self-insured
retention, the self-insured retention must be declared to City. City may review
options with Licensee, which may include reduction or elimination of the self-
insured retention, substitution of other coverage, or other solutions. Licensee
agrees to be responsible for payment of any deductibles on their policies.
G. City Remedies for Non-Compliance. If Licensee or any subcontractor fails
to provide and maintain insurance as required herein, then City shall have the
right but not the obligation, to purchase such insurance, to terminate this
Agreement, or to suspend Licensee’s right to proceed until proper evidence of
insurance is provided. Any amounts paid by City shall, at City’s sole option, be
deducted from amounts payable to Licensee or reimbursed by Licensee upon
demand.
H. Timely Notice of Claims. Licensee shall give City prompt and timely notice
of claims made or suits instituted that arise out of or result from Licensee’s
performance under this Agreement, and that involve or may involve coverage
under any of the required liability policies. City assumes no obligation or liability
by such notice, but has the right (but not the duty) to monitor the handling of
any such claim or claims if they are likely to involve City.
I. Coverage not Limited. All insurance coverage and limits provided by
Licensee and available or applicable to this Agreement are intended to apply
to the full extent of the policies. Nothing contained in this Agreement or any
other agreement relating to City or its operations limits the application of such
insurance coverage.
J. Coverage Renewal. Licensee will renew the coverage required here
annually as long as Licensee continues to provide any Work under this
Agreement or any other agreement with City. Licensee shall provide proof that
policies of insurance required herein expiring during the term of this Agreement
have been renewed or replaced with other policies providing at least the same
coverage. Proof that such coverage has been ordered shall be submitted prior
to expiration. A coverage binder or letter from Licensee’s insurance agent to
this effect is acceptable. A certificate of insurance and/or additional insured
endorsement as required in these specifications applicable to the renewing or
new coverage must be provided to City within five (5) calendar days of the
expiration of the coverages.
DRAFT
Appendix C
C August 2023
Microtunneling Plans and Profiles
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CONSTRUCTION NOTES:
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. SEE DWG C5005
FOR STD.
53 INCLUDE EXISTING SURVEY PNT 248 AS PART OF MONITORING PROGRAM.
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ABANDONED BRIDGE
ABUTMENT/PILES, SEE NOTE 24
ABANDONED
BRIDGE PIERS (TYP)
SEE NOTE 24
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
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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
(BEGINNING OF MT
CURVE)STA 14+02.33 BC
N 2,171,933.06
E 6,057,784.57
(END OF MT CURVE)
STA 0+60.40 (P1)
JOIN TO EXISTING
36" SEWER FORCE MAIN
N 2,171,828.41
E 6,057,360.17
CALTRANS STA:
139+96.0, PM 18.44
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
PR
I
V
A
T
E
CALTRANS
USACE
ABANDONED
BRIDGE
FENDER/PIERS
SEE NOTE 24
1
C4101
ENLARGED
DETAIL
EXIST SFM
STA 10+00.00
CL CASING
N 2,171,843.58
E 6,057,393.23
10
10
10
A
C5101
6
PU
E
CALTRANS
USACE
NOTE 2
A
B
VALVE VAULT
ABANDONMENT
1
D5101
A 9°-44'-09"118.95'700.00'59.62'
B 27°-14'-09"380.28'800.00'193.81'
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
CALTRANS
STA:139+91.00
PM 18.43
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-21-001R-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
(END OF MT CURVE)
51
52
53
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)
NORTH ARM NEWPORT BAY
BRIDGE CONTRACT 07-280204
10
-10
0
10+00 12+00
-20
11+00
PROFILE
VERT: 1" = 10'
HORIZ: 1" = 40'
13+00 14+009+00 15+00 16+00 17+008+00
-30
20
30
10
-10
0
-20
-30
20
30
BBL
PROP
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/PILES
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 PIERS (BEYOND)
SEA LEVEL
(VARIES)
PR
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A
T
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US
A
C
E
24
"
S
F
M
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-
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0
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T
)
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-
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
)
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4
.
9
±
(
A
D
J
)
CA
L
T
R
A
N
S
IN EL -35.56
(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
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L
0
.
5
0
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A
9
+
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2
.
9
0
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6
.
3
0
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4
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2
.
7
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32
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F
M
(
A
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N
)
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-
2
5
,
T
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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
NOTES:
1 MICROTUNNELING SHAFT LOCATION SHOWN ON DRAWING IS
SCHEMATIC ONLY. CONTRACTOR TO DETERMINE ACTUAL SHAFT
DIMENSIONS AND LOCATION. STAY WITHIN THE OC SAN PROPERTY
AND CALTRANS RIGHT-OF-WAY.
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 (SHOWN ON DWG C4101) 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 TWELVE WEEKS AFTER NOTICE TO PROCEED.
REPORT ALL DATA AND PROVIDE TO OWNER TWO WEEKS AFTER
COMPLETION OF WORK.
24 BRIDGE PILE LOCATIONS AND DEPTHS ARE APPROXIMATE AND ARE
BASED ON THE CALTRANS BRIDGE RECORD DRAWINGS FROM 1932.
VERIFY PILE LOCATIONS.
C1101
24
PLAN AND PROFILE - 1
STA 9+45 TO STA 17+00
ALAN PROCTOR
PRAVEEN YERRA
JESUS LOPEZ
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
:
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DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
BID SET
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
302OFSHEET NO.:
DOVER DRIVE
Underground Service Alert
TWO WORKING DAYS BEFORE YOU DIG
Call:811
CA
L
T
R
A
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E
A
0
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4
4
0
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,
P
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0
CONSTRUCTION NOTES:
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 JACKING 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.
SEE DWG C5005 FOR STD.
28W(D)
28W(D)
28W(
D
)
28W(
D
)
28W
(
D
)
28W
(
D
)
24
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(
D
)
24
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(
D
)
24
W
(
D
)
24
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(
D
)
24W
(
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)
24W
(
D
)
24W
(
B
)
24W(
B
)
24W(
B
)
24W(B)
24W(B)
24W(D)
24W(D)
24W(D)
24W(D)
24
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(
D
)
24
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(
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)
24
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(
D
)
24
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(
D
)
24W
(
B
)
24
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(
B
)
24W
(
B
)
24W(B)24W(B)24W(B)24W(B)
28W(D)
28W(D
)
28W(D
)
28W(
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)
28W(
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)
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(
D
)
28W
(
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)
21
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(
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)
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
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30S
D
(
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)
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(
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18
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)
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21SEW(D)
24W(D)24W(D)24W(D)24W(D)
24W(D)24W(D)24W(D)24W(D)24W(D)
24W(D)
PACI
F
I
C
COA
S
T
0
18+00
19+00
20+00
21+00 22+00 23+00
HW
Y
STA 18+78.74 BC
N 2,171,927.08
E 6,058,255.21
(END OF MT CURVE)
2 3
PRIVATE
PRIVATE
PRI
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
CALT
R
A
N
S
PRIVA
T
E
STA 23+10.22 BK=
STA 23+08.00 AH
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+13.87 EC
N 2,171,919.05
E 6,058,489.10
(BEGINNING OF MT CURVE)
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
CAL
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
B C
B 27°-14'-09"380.28'800.00'193.81'
C 20°-00'-53"244.53'700.00'118.69'
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 17+82.16 EC
N 2,171,946.39
E 6,058,161.04
(BEGINNING OF MT
CURVE)
STA 23+12.26
DEFL 22.5° RT
N 2,171,947.02
E 6,058,687.76
CALTRANS STA:
153+79.16
PM 18.70
51
52
51
52
51
51
CL STREET INT OF PCH AND
BAYSIDE DRIVE
OCS GPS NO. 6280
N 2,171,834.16
E 6,059,063.15
(ROUND HEAD SPIKE WITH
PUNCH AND WASHER)
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
PROFILE
VERT: 1" = 10'
HORIZ: 1" = 40'
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 -35.56
(TUNNEL)
S = -0.0015
STA 23+10.00
INV EL -38.00 (TUNNEL)
DIRECTION OF
TUNNEL DRIVE
STA 23+33.99
INV EL -10.00
STA 23+68.90
INV EL -2.63
PROP
4
8
"
S
S
I
N
L
E
T
INV E
L
-
4
.
5
±
STA 23+56.22
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+67.40
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+63.38
INV EL -2.63
S=+1.0293
PR
O
P
1
6
"
R
C
7
STA 23+14.48
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
PR
O
P
E
NOTES:
1 MICROTUNNELING SHAFT LOCATION SHOWN ON DRAWING IS
SCHEMATIC ONLY. CONTRACTOR TO DETERMINE ACTUAL SHAFT
DIMENSIONS AND LOCATION. STAY WITHIN THE OC SAN
PROPERTY AND CALTRANS RIGHT-OF-WAY.
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.
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
-20
20+00
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
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:
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DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
BID SET
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
302OFSHEET NO.:
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
CA
L
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0
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