HomeMy WebLinkAbout3.0_OCSD Bay Bridge Pump Station_PA2023-0076CITY OF NEWPORT BEACH
PLANNING COMMISSION STAFF REPORT
January 18, 2024
Agenda Item No. 3
SUBJECT: OCSD Bay Bridge Pump Station (PA2023-0076)
▪Major Site Development Review
▪Coastal Development Permit
SITE LOCATION: 250 East Coast Highway and 100 Dover Drive
APPLICANT: Orange County Sanitation District
OWNER: Orange County Sanitation District
PLANNER: David Lee, Senior Planner
949-644-3225, dlee@newportbeachca.gov
PROJECT SUMMARY
A major site development review and coastal development permit to allow the demolition of
an existing pump station (approximately 4,800 square feet) and associated force mains and
construction of a new pump station (approximately 7,500 square feet) and associated force
mains at 250 East Coast Highway. Additionally, the project includes a temporary
construction staging area at Lower Castaways Park at 100 Dover Drive (Lower Castaways
Park).
RECOMMENDATION
1)Conduct a public hearing;
2)Find this project complies with the California Environmental Quality Act as it is
consistent with the certified EIR for Project No. 5-67, also known as the Bay Bridge
Pump Station and Force Mains Replacement Project as approved by the Orange
County Sanitation District, and the subsequent certified Addendum to the EIR; and
3)Adopt Resolution No. PC2024-002 approving a Major Site Development Review and
Coastal Development Permit (PA2023-0076) (Attachment No. PC 1).
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VICINITY MAP
GENERAL PLAN ZONING
LOCATION GENERAL PLAN ZONING CURRENT USE
ON-SITE Mixed-Use Water 2 (MU-W2) Back Bay Landing (PC-9) OCSD Bay Bridge Pump Station
NORTH MU-W2 PC-9 RV and Boat Storage and Marina
Parking
SOUTH Recreational and Marine
Commercial (CM)
Commercial Recreational
and Marine (CM) Balboa Marina
EAST Multiple Residential (RM) Bayside Village Mobile
Home Park (PC-1) Mobile Home Park
WEST MU-W2 PC-9 RV and Boat Storage and Marina
Parking
Bay Bridge
Pump Station
Construction Staging Area
(Lower Castaways Park)
New force
main vault
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INTRODUCTION
Project Setting and Background
The subject property is located on East Coast Highway between Bayside Drive and the
Bay Bridge. Adjacent to the property is the Bayside Village Marina, which includes visitor
serving uses (i.e. Pearson’s Port seafood market and Southwind Kayak rentals),
recreational vehicle and boat storage, and marina parking lot. This adjacent property is
intended to be developed with a future mixed-use waterfront village in accordance with
Back Bay Landing Planned Community Development Plan (PC-9)1. Additional
surrounding uses include the Bayside Village Mobile Home Park to the north and east
across Bayside Drive, a restaurant (Sol Mexican Cocina) and the Balboa Marina to the
south across East Coast Highway, and various commercial uses to the southeast
including a gas station, shopping center, and automobile dealerships.
The property consists of an existing wastewater pump station known as the Bay Bridge
Pump Station (BBPS), which was constructed in 1966 and has been operated by the
Orange County Sanitation District (OCSD) (Figure 1, below). The existing BBPS includes
two single-story buildings, a perimeter wall with a vehicular access gate from East Coast
Highway, and outdoor mechanical equipment that is not screened from public view. The
BBPS also includes force mains which tunnel under the bay to the western side of the
Bay Bridge into an existing vault that straddles the public right-of-way and private
property. OCSD has aging infrastructure throughout the City of Newport Beach (City) and
frequently undertakes projects to repair or replace sewer main lines, pump stations, and
other equipment. In 1995, OCSD upgraded the BBPS with new pumps, piping and
ventilation, and in 2014, added an additional pump for increased capacity and reliability.
The existing pump station is over 50 years old and requires replacement to serve the city.
The station pumps wastewater flow generated by residents and businesses west of
Newport Bay, including Balboa Island and Crystal Cove, and ultimately to a wastewater
treatment facility located in the City of Huntington Beach.
The project also includes a temporary construction staging area proposed at Lower
Castaways Park at 1100 Dover Drive. Lower Castaways is a City-owned park that is
approximately four acres, located directly north of West Coast Highway and directly east
of Dover Drive. Castaways Park, which is a larger, approximately 16-acre park, is located
directly to the north. Lower Castaways is improved with public parking spaces and is used
as access to the bay for boat launching, but is also utilized for temporary construction
staging and parking to accommodate public works and/or large construction projects.
While the property is zoned under the Castaways Marina Planned Community Text (PC-
37) and was originally intended to be developed as a commercial marina with boat slips
by the prior property owner, the property was dedicated to the City in 2008 as a public
1 PC-9 was amended by the City Council on Amended 26, 2016 through Ordinance 2016-8. Since the
approval of the City Council was legislative only, a future site development review and coastal development
permit is required for the Back Bay Landing mixed-use village project to be implemented.
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benefit. The City is investigating opportunities to further develop the site recreational and
marine related uses.
Figure 1: Existing Bay Bridge Pump Station
While the existing property is 4,879 square feet in area, OCSD is acquiring an additional
9,713 square feet of land from the adjacent property at 100 Bayside Drive, which is the
site of the future Back Bay Landing Mixed-Use Village. The acquisition, which is for the
purpose of constructing a larger pump station facility, is a result of an eminent domain
case wherein OCSD has secured an order of immediate possession expanding the
property to a total area of 14,592 square feet. A lot line adjustment is not required, as
OCSD will record a final order of condemnation at the end of the eminent domain case,
which will have the effect of creating the new parcel boundaries and will be recorded with
the County Assessor’s Office.
Project Description
In order to upgrade the aging BBPS, OCSD requests a major site development review and
coastal development permit for the following:
1. The demolition of an existing pump station and construction of a new pump station
(total of approximately 7,500 square feet) that includes a new underground pump
room (3,616 square feet), electrical room (1,175 square feet), odor control facility
(1,781 square feet), and a generator room (672 square feet) (Figure 2, below);
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Figure 2: Proposed Pump Station Site Rendering
2. The installation of new, 25-inch dual force mains by micro-tunneling beneath East
Coast Highway from the Project across the Newport Bay Channel, to a new valve
vault located below grade in the public right-of-way at the southeast corner of the
intersection of West Coast Highway and Dover Drive, where the existing force mains
are to be abandoned in place (Figure 3, below); and
Figure 3: Location of Proposed Force Mains in Red
3. The temporary use of a portion of the City-owned Lower Castaways Park as a
construction staging yard. OCSD proposes to use approximately 18,000 square feet
of the southwest corner of Lower Castaways Park, which is to be fenced and
screened. This allows the Applicant to temporary locate office trailers, stage and
store construction equipment and materials, and provide vehicle parking.
Project Plans are provided in Attachment No. PC 7. The project is subject to review and
permitting approval by numerous agencies including the Orange County Sanitation District,
Caltrans, California Coastal Commission (CCC), California State Lands Commission,
Electrical Room
Generator Room
Odor Control
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California Department of Fish and Wildlife, National Marine Fisheries Service, Army Corps
of Engineers, Santa Ana Regional Water Quality Control Board, private property owners,
and the City. Since a significant portion of the new force mains are proposed to be
constructed in tidelands and in CCC permit jurisdiction, OCSD must obtain a separate
coastal development permit from the CCC. All portions of the Project located in the City’s
permitting jurisdiction, including the pump station site at 250 East Coast Highway and the
proposed temporary construction staging area at 100 Dover Drive, are located within the
coastal zone and therefore, the project requires a coastal development permit.
DISCUSSION
Analysis
General Plan, Zoning Code, and Local Coastal Program
250 East Coast Highway – BBPS Site
The property at 250 East Coast Highway is categorized as Mixed-Use Water 2 (MU-W2)
by the General Plan Land Use Element, which is applied to waterfront locations in which
marine related uses may be intermixed with buildings that provide residential on the upper
floors. The property is a part of Anomaly 80 of the General Plan Land Use Plan. Anomaly
80 includes the 250 East Coast Highway as well as 100 Bayside Drive, which is the site
of the future Back Bay Landing mixed-use village project, and sets a development limit of
131,290 square feet for nonresidential development within the Anomaly. Although
currently under developed, the PC-9 zoning district sets nonresidential development limits
for the future Back Bay Landing development, which is 61,534 square feet for commercial
and 32,500 square feet for dry stack boat storage, for a total of 94,034 square feet of
future nonresidential development. The addition of the 7,244-square-foot pump station to
the future Back Bay Landing mixed-use village project would result in a total of 101,278
square feet, which is within the development limit of Anomaly 80 of the General Plan Land
Use Element.
The property is categorized as Mixed-Use Water Related (MU-W) by the Coastal Land
Use Plan, which is intended to provide for commercial development on or near the bay in
a manner that will encourage the continuation of coastal dependent and coastal-related
uses and visitor-serving uses, as well as allow for the development of mixed-use
structures with residential uses above the ground floor. Additionally, CLUP Policy 2.1.9.1
limits the maximum floor area to what is established in General Plan Land Use Element
Anomaly 80, as discussed above.
The property is located in the Back Bay Landing Planned Community (PC-9) Zoning and
Coastal Zoning District. Specifically, the property is categorized by PC-9 as Planning Area
1 (Mixed-Use Area) where a wastewater pump station is a permitted use. Per Section 2
of PC-9 (Development Limits and Land Use Plan), the Orange County Sanitation District
wastewater pump station shall not be counted towards square footage development limits
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of the PC. Per Section 3 of PC-9 (Permitted Uses), the initial construction of any new
structure, or the significant reconstruction or major addition to an existing structure
requires a Site Development Review pursuant to Section VII of PC-9.
Lower Castaways Park – Temporary Construction Staging Area
Lower Castaways Park at 100 Dover Drive is designated Recreational and Marine
Commercial (CM) by the General Plan Land Use Element and is located in the Castaways
Marina Planned Community (PC-37) Zoning District. It is located in the coastal zone and is
designated as Recreational and Marine Commercial (CM-A) – (0.0 – 0.30 FAR) by the
CLUP and is located within the Castaways Marina Planned Community (PC-37) Coastal
Zoning District. OCSD is proposing to use an approximately 18,000-square-foot portion
of the 4-acre park for temporary construction staging purposes. Per Section IV.B
(Permitted Uses) of PC-37, temporary structures and uses are listed as permitted uses.
Additionally, per Table 21.26-5 of the NBMC, temporary uses are listed as allowed uses.
Therefore, the temporary construction staging at Lower Castaways is consistent with the
NBMC.
Site Development Review Findings
Pursuant to Subsection VII (C) (Back Bay Landing PCDP Implementation/Site
Development Review – Findings) of the Newport Beach Municipal Code (NBMC), the
Planning Commission must make the following findings before approving a Major Site
Development Review:
A. The development shall be in compliance with the General Plan, Coastal Land Use
Plan, Back Bay Landing Planned Community Development Plan, including design
guidelines, and any other applicable plan or criteria related to the development.
B. The development shall not be incompatible with the character of the neighboring
uses and surrounding sites.
C. The development shall be sited and designed to maximize the aesthetic quality of
the project as viewed from surrounding roadways, properties, and waterfront, with
special consideration given to providing a variety of building heights, massing, and
architectural treatments to provide public views through the site.
D. Site plan and layout of buildings, parking areas, pedestrian and vehicular access
ways, landscaping and other site features shall give proper consideration to
functional aspects of site development.
E. The development shall not be detrimental to the harmonious and orderly growth of
the City, or endanger, jeopardize, or otherwise constitute a hazard to the public
convenience, health, interest, safety, or general welfare of persons residing or
working in the neighborhood of the proposed development.
As previously discussed, the proposed project is within the development limits of the MU-
W2 and General Plan Anomaly 80, and is recognized as permitted use by PC-9. The
project is consistent with the various development standards required by PC-9. Per
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Section IV (B) (Development Standards – Permitted Height of Structures), the maximum
building height within Planning Area 1 shall not exceed 30 feet for flat roofs and 35 feet
for sloped roofs. The proposed electrical and generator building features a sloped roof
design with parapet walls which is 22 feet high. The proposed odor control building
features a flat roof design with parapet walls which is 15.5 feet high. All proposed buildings
comply with the required height requirements of PC-9.
Per Section IV (A) (Development Standards – Setback Requirements), a minimum 10-
foot landscape buffer is required to be provided to the back of sidewalk, where the project
provides a 10-foot buffer only on a small portion of the East Coast Highway frontage.
However, per Standard A.4.d of Section IV, encroachments may be permitted through a
Site Development Review. While the proposed landscaping buffer does not fully meet the
standard, landscape along East Coast Highway varies between approximately 9 feet and
6 feet in depth. Staff believes that this meets the intent of PC-9’s landscaping standards,
which includes reflecting the project’s coastal marine location, providing creative plant
combinations, installing a highly efficient irrigation system, and preserving and enhancing
view corridors. The project landscaping includes low-water, drought tolerant plants
including a mixture of deer grass, slipper plant, foxtail agave, and red yucca plant types
located at the East Coast Highway frontage. Since the project includes property line walls
along East Coast Highway for security purposes, the proposed landscape is appropriate
to break up the mass of the walls and improve the overall aesthetics of the project as
viewed from East Coast Highway. The proposed plants are relatively low profile in height
and will not diminish any view corridors as identified in PC-9 (Figure 4, below).
Figure 4: Landscape Buffer and Building Elevation Along East Coast Highway Frontage
Section V (Design Guidelines) of PC-9 provide guidelines intended to express the desired
character of the future mixed-use waterfront village that helps achieve overall consistency
of architectural quality. The project is designed to fit with a coastal architectural theme of
the future adjacent mixed-use village development, incorporating a modern design with a
cantilevered roof overhang and an integration of materials and details inspired by the
surrounding coastal context. The buildings avoid long, continuous blank walls with a
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simple façade composition of a base and top separated by different colors. The design
includes a variety of colors and finishes such as stone and stucco to reduce the visual
bulk and scale of the building façade. There is a mixture of heights and roof types (sloping
and flat) to create visual interest, as well as provide rhythm, dynamic building forms, and
shadows (Figure 5, below).
Figure 5: Rendering of BBPS Electrical Room
While the proposed pump station is aesthetically pleasing as a standalone development,
it has been designed per PC-9 design guidelines so that it would be visually compatible
with the future Back Bay Landing mixed-use village. Per Section V.D.10, the pump station
will be aesthetically improved with entire new buildings and perimeter walls to reflect PC-
9 design standards. The project considers future residents, businesses, and patrons of
the Back Bay Landing mixed-use village by including louvers designed to conceal the
odor control facility and screening for on-site mechanical equipment from above. While
the new pump station buildings are 22 and 15.5 feet high, taller and larger than the
existing pump station buildings, it is not out of scale with the surrounding uses and/or
future adjacent developments.
The overall layout of structures is efficiently arranged on a constrained lot and is designed
to accommodate service vehicle access and maneuvering requirements. Currently,
vehicular access to the existing pump station is through a curb cut on East Coast
Highway, followed by gates that are opened for vehicles to access. The existing access
is challenging due to traffic on East Coast Highway and the necessity for vehicles to drive
across the public right-of-way. While an access gate will remain adjacent to East Coast
Highway, it will be used only for when access at the Bayside Drive entrance is temporarily
hindered. To improve access, OCSD proposes access through a permanent access
easement taken through Bayside Drive and into the Back Bay Landing property at 100
Bayside Drive (Figure 6, below).
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Figure 6: Proposed Site Access Easements
The proposed project is not detrimental to the growth of the City, nor does it constitute as
a hazard to the public. The existing pump station provides essential infrastructure to the
surrounding community for waste management and has existed in this location for many
decades. OCSD has aging infrastructure throughout the City and it is typical for utilities
such as this pump station to be replaced and upgraded. The project improves an existing
pump station, which serves the overall community as part of a larger wastewater
collection system.
Unlike the existing pump station, the proposed pump station includes an odor control
room that is included to mitigate potential odors from the Property. The odor control room
includes treatment for both liquid and vapor phase waste. Additionally, the new pump
station proposes equipment with lower noise. The highest noise producer of the project
is the standby generator, which is to be used in emergency situation if there is a power
outage. The generator is proposed to be enclosed in a building with sound attenuation
panels and is not expected to negatively affect surrounding existing or future uses. As
conditioned, the facility will need to comply with City noise standards.
OCSD has provided a Site Photometric Plan and Lighting Plans which describe the
Project’s lighting around the Property. There are lights proposed to be attached to the
Electrical Room, Generator Room, and Odor Control Area, with minimal lighting around
the interior of the perimeter security walls. The lighting is conditioned to comply with the
outdoor lighting standards of the NBMC and will not negatively affect surrounding uses.
As conditioned, the Community Development Director may order the dimming of light
sources or other remediation upon finding that the site is excessively illuminated.
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Finally, the proposed upgrade of the aging pump station is necessary for the benefit of
the City. If the pump station facility were to fail, sewage would build up in upstream sewers
and could result in an overflow from the lowest elevation manhole upstream from the
property. Furthermore, backups and/or spills could occur at specific residences or
businesses that have sewer laterals lower than the lowest elevation manhole. If the force
mains in the bay were to fail, a sewage spill could occur into the bay.
Coastal Development Permit Findings
The BBPS property and the temporary construction staging site at Lower Castaways Park
are both located within the coastal zone and require a coastal development permit. Per
Section 21.52.015.F of the NBMC, the required findings to approve a coastal
development permit are as follows:
A. Conforms to all applicable sections of the certified Local Coastal Program.
B. Conforms with the public access and public recreation policies of Chapter 3 of the
Coastal Act if the project is located between the nearest public road and the sea
or shoreline of any body of water located within the coastal zone.
Compliance with Local Coastal Program
As previously discussed, both the BBPS property and temporary staging area are
consistent with their respective CLUP land use categories and coastal zoning districts.
The proposed pump station building heights are 22 feet (sloped roof) for the Electrical
and Generator Room and 15.5 feet (flat roof) for the Odor Control Area, where PC-9 limits
development to a maximum height of 30 feet for flat roofs and 35 feet for sloped roofs.
The proposed pump station, while factoring in the future Back Bay Landing mixed-use
village, comply with CLUP Policy 2.1.9.1, which limits the maximum non-residential floor
area to 131,290 square feet per General Plan Land Use Plan Anomaly 80. With the
addition of the proposed 7,244-square-foot pump station, the total projected non-
residential floor area of Anomaly 80 would be 101,289 square feet.
Coastal Hazards
A Coastal Hazards Report and Sea Level Rise Analysis was prepared by Arcadis U.S.,
Inc. dated October 1, 2023 (Attachment No. PC 2). The current maximum bay water
elevation is 7.7 NAVD 88 (North American Vertical Datum of 1988 (NAVD 88) Based on
the State of California’s Sea Level Rise Guidance, the sea level rise for the Los Angeles
region is 6.6 feet NAVD 88, under the H++ scenario, which is a projection for extreme
sea-level rise. Since the pump station is considered critical infrastructure and has greater
impacts than typical structures in case of failure, it is required to be analyzed under the
H++ scenario. Since the life expectancy of the new pump station is approximately 50
years, the 6.6-foot sea level rise (SLR) for the year 2080 is appropriate to use for
evaluation of the project. Therefore, the sea level is estimated to reach approximately
14.3 feet NAVD 88 (7.7 + 6.6 feet NAVD 88). The finished floor elevation of the electrical
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room and entrance to the dry well is 15.5 feet, which provides more than adequate
protection from sea level rise. The generator room has a finished floor elevation of 14.17
feet. While slightly under the 14.3-foot sea level rise elevation projection, the generator is
proposed to be mounted on a 2-foot high fuel tank and the generator panels will be
mounted 3.5 feet above the finished floor, providing adequate protection from flooding.
For the Odor Control area, there is a proposed finished floor elevation of 14 feet.
Equipment within the area is proposed to be mounted on pads higher than 14.3 feet NAVD
88, to protect from cases of flooding. Additionally, temporary flood barriers such as sand
bags can be deployed for openings during flooding situations. Finally, the Applicant is
proposing to waterproof a portion of the Odor Control area’s block walls to provide
additional protection from flooding.
Force Main Upgrade
The Project includes the construction of upgraded replacement force mains, which run
from the Property onto the western side of the Bay Bridge through micro-tunneling. The
new force mains are an upgrade to aging infrastructure that will better serve the
surrounding area and is screened from public view within an existing vault. The existing
vault, which is located on both the public right-of-way and private property, is to be
abandoned in place. The public right-of-way area where the new vault is proposed
includes new landscaping to further enhance the area for pedestrians, motorists, and
nearby residents.
Construction Staging Area and Management Plan
The project includes temporary construction staging at Lower Castaways Park, which is
approximately 1,100 feet west of the BBPS property, and across the Bay Bridge. Lower
Castaways Park is not identified as a Public Park by the CLUP. OCSD submitted a
Construction Management Plan (CMP) prepared by Arcadis U.S., Inc., dated October
2023 (Attachment No. PC 3), which documents the construction phase implementation,
construction requirements and quality control, and traffic control associated with the
construction of the Project. The CMP discusses construction easements at the Property
for construction access as well as offsite staging areas at Lower Castaways Park and the
Orange County Sanitation District Plant No. 2 in Huntington Beach. A Temporary License
Agreement was approved by City Council on September 12, 2023, allowing for the siting
of office trailers, temporary staging and storage of construction equipment and materials,
and the parking of vehicles to support the Project during construction. The agreement is
for a limited basis only and includes a term until December 31, 2028, or the completion
of the Project, whichever first occurs.
The temporary construction staging does not alter access to the bay. OCSD is only using
an approximately 18,000-square-foot portion of the 4-acre park, which has been
historically and consistently used for construction staging and off-site parking since the
City acquired the property. The staging site is buffered and screened from adjacent rights-
of-way by existing landscaping to remain. The portion of the park that is open and
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available for public parking and access will remain unaffected by the Project. The public
access for small vessel launching into the bay is also proposed to be unaffected.
The CMP also includes a Traffic Control Plan which includes closing of necessary
sidewalks during construction hours and re-opening during non-working hours. The
Traffic Control Plan has been preliminarily reviewed by the City’s Public Works
department and has been determined to be sufficient to minimize traffic impacts during
the construction period. Further review of a final Traffic Control Plan is required by
Condition of Approval No. 25 in the draft resolution prior to the start of construction
(Attachment No. PC 1).
Public Views
East Coast Highway and Bayside Drive (south of East Coast Highway) are identified as a
Coastal View Roads by the CLUP. The BBPS property currently includes multiple pump
station buildings, visible mechanical equipment, security block walls and vegetation which
partially impair the view of the back bay. Additionally, the adjacent RV and boat storage
parking lot includes many vehicles that also impair the view of the bay. The proposed
reconstruction of the BBPS includes a 22-foot-high electrical and generator room above a
subterranean pump room on the west of the property. There is also a 15.5-foot-high odor
control building to the east of the property. Site walls (approximately 8 feet high) are
proposed for security purposes but do not exceed the height of the proposed buildings. From
East Coast Highway, the project does not significantly impair the existing view of the bay
and maintains a view of the Back Bay bluff to the north (Figure 6, below).
Figure 6: Existing View (Above) and Proposed View (Below) with Northern Bluff Visible
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Two nearby Public Viewpoints are identified as part of a pedestrian trail at Castaways Park,
located approximately 1,500 feet northwest of the Property. When viewing the Property from
Castaways Park, East Coast Highway, the Back Bay and marina, and Recreational Vehicle
Storage are within immediate view, while a commercial shopping center and Promontory
Point residences are located further east across East Coast Highway. Although the Project
proposes to replace the existing pump station buildings with taller buildings, the views from
Castaways Park are mostly unchanged. Views to parts of East Coast Highway may be
impaired by the new structures, but the marina, commercial shopping center, and
Promontory Point are not affected (Figure 5, below). The project does not interfere with any
of the identified Public Viewpoints due to the large distances from them. The project may be
in the distant viewshed of the Public Viewpoints, but will not interfere with the public views
that are currently provided. A public view impact analysis has been provided in Attachment
No. PC 3.
Figure 5: View Simulation of Existing BBPS (Above) and Proposed BBPS (Below) from
Castaways Park
Existing
BBPS
Proposed
BBPS
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Public Access
The BBPS property does not currently provide nor inhibit public coastal access. The
property is located in close proximity to future vertical and lateral access to the Back Bay,
as designated by the CLUP, through the adjacent Back Bay Landing project site (once
developed). The future lateral access is required to be a public bayfront promenade along
the entire waterfront edge of the Back Bay Landing property connecting to other public
access trails. Access to the bay remains available Back Bay Landing. The replacement
of the existing pump station will not impact the future bayfront promenade and therefore,
will not impact public access to local coastal resources.
The project also includes installation of force mains in a new subterranean utility vault
within a small portion of the public right-of-way area on the southwestern side of the Bay
Bridge (see Vicinity Map on Page 2, above). This public-right-of-way includes an existing
fence which leads to a walkway to the north side of the bridge. There is no direct access
to the water in the area of the vault and therefore the Project does not affect public access
in this location.
As previously discussed, the temporary construction staging at Lower Castaways Park
only will occupy a portion of the park and will not affect existing public parking or access
to the bay.
Environmental Review
Pursuant to Section 21166 of the California Public Resources Code and Section 15162 of
the CEQA Guidelines, when an Environmental Impact Report (EIR) has been certified for a
project, no subsequent EIR is required unless the lead agency determines, on the basis of
substantial evidence in the light of the whole record, one or more of the following:
a. Substantial changes are proposed in the project which will require major revisions of
the previous EIR due to the involvement of new significant environmental effects or
a substantial increase in the severity of previously identified significant effects;
b. Substantial changes occurred with respect to the circumstances under which the
project is undertaken which will require major revisions of the previous EIR due to
the involvement of new significant environmental effects or a substantial increase in
the severity of previously identified significant effects; or
c. New information of substantial importance, which was not known and could not have
been known with the exercise of reasonable due diligence at the time the previous
EIR was certified as complete, shows any of the following:
i. The project will have one or more significant effects not discussed in the
previous EIR;
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ii. Significant effects previously examined will be substantially more severe
than shown in the previous EIR;
iii. Mitigation measures or alternatives previously found not to be feasible
would, in fact, be feasible and would substantially reduce one or more
significant effects of the project, but the project proponents decline to adopt
the mitigation measure or alternative; or
iv. Mitigation measures or alternatives which are considerable different from
those analyzed in the previous EIR would substantially reduce one or more
significant effects on the environment, but the project proponents decline to
adopt the mitigation measure or alternative.
In February of 2021, the Applicant approved the Bay Bridge Pump Station and Force
Mains Replacement Project (Project No. 5-67) and certified an EIR for Project No. 5-67.
On April 1, 2021, Bayside Village Marina filed a Verified Petition for Writ of Mandate
against the Applicant in Orange County Superior Court alleging that the EIR failed to
comply with CEQA on numerous grounds (Orange County Superior Court Case No. 30-
2021-01194238.) On December 16, 2022, the Court issued a ruling that upheld the EIR
in all respects except one. Thereafter, the Court issued a limited writ directing OC
Sanitation District to sufficiently identify project construction staging areas.
In response to the Court ruling, OC Sanitation District has prepared an Addendum to the
EIR for the Bay Bridge Pump Station and Force Mains Replacement Project (Addendum)
which was certified by OC Sanitation District Board on July 23, 2023. Specifically, the
Addendum clarifies the use of the Lower Castaways Park in the City as a construction
staging area and adds a new construction staging area at OC Sanitation District’s Plant
No. 2, located in the City of Huntington Beach, for soil storage/drying activities and
determines that Project No. 5-67, as modified by the Addendum, would not result in any
new significant impacts or a substantial increase in the severity of previously identified
significant impacts in accordance with Section 21166 of the California Public Resources
Code and Section 15162 of the CEQA Guidelines.
A link to both the EIR and subsequent Addendum to the EIR are included in Attachment
No. PC 5 to this Staff Report.
Public Notice
Notice of this hearing was published in the Daily Pilot, mailed to all owners of property
within 300 feet of the boundaries of the affected sites (excluding intervening rights-of-way
and waterways) including the applicant, and posted on the subject property at least 10
days before the scheduled meeting, consistent with the provisions of the Municipal Code.
Additionally, the item appeared on the agenda for this meeting, which was posted at City
Hall and on the city website.
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OCSD Bay Bridge Pump Station (PA2023-0076)
Planning Commission, January 18, 2024
Page 17
Prepared by: Submitted by:
______________________
David Lee, Senior Planner
ATTACHMENTS
PC 1 Draft Resolution with Findings and Conditions
PC 2 Coastal Hazards Report
PC 3 Public View Analysis
PC 4 Construction Management Plan
PC 5 Environmental Impact Report and Subsequent Addendum
PC 6 Applicant’s Project Description
PC 7 Project Plans
01/18/23
19
INTENTIONALLY BLANK PAGE20
Attachment No. PC 1
Draft Resolution with Findings and Conditions
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INTENTIONALLY BLANK PAGE22
RESOLUTION NO. PC2024-002
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY
OF NEWPORT BEACH, CALIFORNIA APPROVING A MAJOR
SITE DEVELOPMENT REVIEW AND COASTAL DEVELOPMENT
PERMIT TO ALLOW THE DEMOLITION OF AN EXISTING PUMP
STATION BUILDING AND CONSTRUCTION OF A NEW PUMP
STATION AND ASSOCIATED FORCE MAINS FOR THE
PROPERTY LOCATED AT 250 EAST COAST HIGHWAY
(PA2023-0076)
THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS
FOLLOWS:
SECTION 1. STATEMENT OF FACTS.
1. An application was filed by Orange County Sanitation District (“Applicant”), with respect to
property located at 250 East Coast Highway, and legally described as Parcel 1 of
Document Recorded in Book 7661, Page 741 of Official Records, as well as land acquired
from the adjacent parcel (see Exhibit “A” for full legal description) (“Property”). The Property
is operated by the Applicant with an existing 4,800-square-foot pump station, known as the
Bay Bridge Pump Station, which is a part of its wastewater collection system. Additionally,
the proposed project includes temporary construction staging area at Lower Castaways
Park at 100 Dover Drive, legally described as Lot 1 of Tract 1125 (“Staging Area”).
2. The Applicant requests a major site development review and coastal development permit
for the following:
a. The demolition of an existing pump station and construction a new pump station
(total of approximately 7,500 square feet) that includes a new underground pump
room (3,616 square feet), electrical room (1,175 square feet), odor control facility
(1,781 square feet), and a generator room (672 square feet);
b. The installation of new, 25-inch dual force mains by micro-tunneling beneath East
Coast Highway from the Project across the Newport Bay Channel, to a new valve
vault located below grade in the public right-of-way at the southeast corner of the
intersection of West Coast Highway and Dover Drive; and
c. The temporary use of a portion of the City-owned Lower Castaways Park as a
construction staging yard. The Applicant proposes to use approximately 18,000
square feet of the southwest corner of Lower Castaways Park, which is to be fenced
and screened. This allows the Applicant to temporary locate office trailers, stage
and store construction equipment and materials, and provide vehicle parking
(“Project”).
The Project is subject to review and permitting approval by numerous agencies including
the Orange County Sanitation District, Caltrans, California Coastal Commission (“CCC”),
California State Lands Commission, California Department of Fish and Wildlife, National
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Marine Fisheries Service, United States Army Corps of Engineers, Santa Ana Regional
Water Quality Control Board, private property owners, and the City. Since a significant
portion of the new force mains are proposed to be constructed in tidelands and in CCC
permit jurisdiction, the Applicant must obtain a separate coastal development permit from
the CCC. All portions of the Project located in the City’s permitting jurisdiction, including
the Property and Staging Area, are located within the coastal zone and therefore, the
Project requires a coastal development permit.
3. The Property is designated Mixed-Use Water 2 (MU-W2) by the General Plan Land Use
Element and is located within the Back Bay Landing Planned Community (PC-9) Zoning
District. The Staging Area is designated Recreational and Marine Commercial (CM) by the
General Plan Land Use Element and is located in the Castaways Marina Planned
Community (PC-37) Zoning District.
4. The Property is located within the coastal zone. The Coastal Land Use Plan (“CLUP”)
designation is Mixed-Use Water Related (MU-W) and is located within the Back Bay
Landing Planned Community (PC-9) Coastal Zoning District. The Staging Area is also
located in the coastal zone, is designated as Recreational and Marine Commercial (CM-
A) – (0.0 – 0.30 FAR) by the CLUP and is located within the Castaways Marina Planned
Community (PC-37) Coastal Zoning District.
5. While the Property is 4,879 square feet in area, OCSD is acquiring an additional 9,713
square feet of land from the adjacent property at 100 Bayside Drive, which is the site of
the future Back Bay Landing Mixed-Use Village. The acquisition, which is for the purpose
of constructing a larger pump station facility, is a result of an eminent domain case
wherein OCSD has secured an order of immediate possession, and therefore expands
the property to a total area of 14,592 square feet. A lot line adjustment is not required,
as OCSD will record a final order of condemnation at the end of the eminent domain
case, which will have the effect of creating the new parcel boundaries and be recorded
with the County Assessor’s Office.
6. A public hearing was held on January 18, 2024, in the Council Chambers located at 100
Civic Center Drive, Newport Beach, California. A notice of time, place and purpose of the
hearing was given in accordance with California Government Code Section 54950 et
seq. (“Ralph M. Brown Act”) and Chapters 20.62 and 21.62 (Public Hearings) of the
NBMC. Evidence, both written and oral, was presented to, and considered by, the
Planning Commission at this public hearing.
SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION.
1. Pursuant to Section 21166 of the California Public Resources Code and Section 15162 of
the CEQA Guidelines, when an Environmental Impact Report (“EIR”) has been certified for
a project, no subsequent EIR is required unless the lead agency determines, on the basis
of substantial evidence in the light of the whole record, one or more of the following:
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a. Substantial changes are proposed in the project which will require major revisions of
the previous EIR due to the involvement of new significant environmental effects or a
substantial increase in the severity of previously identified significant effects;
b. Substantial changes occurred with respect to the circumstances under which the
project is undertaken which will require major revisions of the previous EIR due to the
involvement of new significant environmental effects or a substantial increase in the
severity of previously identified significant effects; or
c. New information of substantial importance, which was not known and could not have
been known with the exercise of reasonable due diligence at the time the previous EIR
was certified as complete, shows any of the following:
i. The project will have one or more significant effects not discussed in the
previous EIR;
ii. Significant effects previously examined will be substantially more severe than
shown in the previous EIR;
iii. Mitigation measures or alternatives previously found not to be feasible would,
in fact, be feasible and would substantially reduce one or more significant
effects of the project, but the project proponents decline to adopt the
mitigation measure or alternative; or
iv. Mitigation measures or alternatives which are considerable different from
those analyzed in the previous EIR would substantially reduce one or more
significant effects on the environment, but the project proponents decline to
adopt the mitigation measure or alternative.
2. In February of 2021, the Applicant approved the Bay Bridge Pump Station and Force
Mains Replacement Project (Project No. 5-67) and certified an EIR for Project No. 5-67
which is attached hereto as Exhibit “B,” and incorporated herein by reference. On April
1, 2021, Bayside Village Marina filed a Verified Petition for Writ of Mandate against the
Applicant in Orange County Superior Court alleging that the EIR failed to comply with
CEQA on numerous grounds (Orange County Superior Court Case No. 30-2021-
01194238.) On December 16, 2022, the Court issued a ruling that upheld the EIR in all
respects except the construction staging for the project and thereby issued a limited writ
directing OC San to sufficiently identify project construction staging areas which is
attached hereto as Exhibit “C,” and incorporated herein by reference.
3. In response to the Court ruling, OC San has prepared an Addendum to the EIR for the
Bay Bridge Pump Station and Force Mains Replacement Project (“Addendum”),
attached hereto as Exhibit “D,” and incorporated herein by reference which was certified
by OC Sanitation District Board on July 23, 2023. Specifically, the Addendum clarifies
the use of the Lower Castaways Park in the City as a construction staging area and
adds a new construction staging area at OC Sanitation District’s Plant No. 2, located in
the City of Huntington Beach, for soil storage/drying activities and determines that
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Project No. 5-67, as modified by the Addendum, would not result in any new significant
impacts or a substantial increase in the severity of previously identified significant
impacts in accordance with Section 21166 of the California Public Resources Code and
Section 15162 of the CEQA Guidelines. No additional legal challenges to the Addendum
were brought and Bayside Marina Village and OCSD filed a Stipulation Discharging the
Peremptory Writ of Mandate and Dismissing Orange County Superior Court Case No.
30-2021-01194238, attached hereto as Exhibit “E,” and incorporated herein by
reference, on August 8, 2023. Therefore, the Addendum is final is determined to comply
with CEQA.
SECTION 3. REQUIRED FINDINGS.
Major Site Development Review
In accordance with Subsection VII (C) (Back Bay Landing PCDP Implementation/Site
Development Review – Findings) of the NBMC, the following findings and facts in support of
such findings are set forth for the Project:
Finding:
A. The development shall be in compliance with the General Plan, Coastal Land Use Plan,
Back Bay Landing Planned Community Development Plan, including design guidelines,
and any other applicable plan or criteria related to the development.
Facts in Support of Finding:
1. The Property is categorized as Mixed-Use Water 2 (MU-W2) by the General Plan Land
Use Element, which is applied to waterfront locations in which marine related uses may
be intermixed with buildings that provide residential on the upper floors. For
nonresidential buildings, the MU-W2 has a maximum floor area to land ratio (“FAR”) of
0.5. The Property is 14,592 square feet in area and the Project is 7,244 square feet,
resulting in a FAR of 0.49. Additionally, the Property is a part of Anomaly 80 of the
General Plan Land Use Plan. Anomaly 80 includes the Property as well as 100 Bayside
Drive, which is the site of the future Back Bay Landing mixed-use village project, and
sets a development limit of 131,290 square feet for nonresidential development within
the Anomaly. PC-9 sets additional nonresidential development limits for the future Back
Bay Landing development, which is 61,534 square feet for commercial and 32,500
square feet for dry stack boat storage, for a total of 94,034 square feet of future
nonresidential development. The addition of the 7,244-square-foot pump station results
in a total of 101,278 square feet, which is within the development limit of Anomaly 80.
The Project is a replacement of an existing pump station, which has existed at the
Property since 1966, and provides essential infrastructure to adjacent neighborhoods.
2. The Property is categorized as Mixed Use Water Related (MU-W) by the Coastal Land
Use Plan, which is intended to provide for commercial development on or near the bay
in a manner that will encourage the continuation of coastal dependent and coastal-
related uses and visitor-serving uses, as well as allow for the development of mixed-use
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structures with residential uses above the ground floor. For nonresidential buildings, the
MU-W has a maximum FAR of 0.5. Additionally, CLUP Policy 2.1.9.1 limits the maximum
floor area to what is established in General Plan Land Use Element Anomaly 80, as
discussed in Fact A.1 above.
3. The Property is located in the Back Bay Landing Planned Community (PC-9) Zoning
and Coastal Zoning District. Specifically, the Property is categorized by PC-9 as
Planning Area 1 (Mixed-Use Area) where a wastewater pump station is a permitted use.
Per Section 2 of PC-9 (Development Limits and Land Use Plan), the Orange County
Sanitation District wastewater pump station shall not be counted towards square footage
development limits of the PC. Per Section 3 of PC-9 (Permitted Uses), the initial
construction of any new structure, or the significant reconstruction or major addition to
an existing structure requires a Site Development Review pursuant to Section VII of PC-
9.
4. Per Section IV (B) (Development Standards – Permitted Height of Structures), the
maximum building height within Planning Area 1 shall not exceed 30 feet for flat roofs
and 35 feet for sloped roofs. The height of the buildings is measured from a baseline
elevation of 14 feet NAVD 88, as required by Exhibit 3 of PC-9. The proposed electrical
and generator building features a sloped roof design with parapet walls which is 22 feet.
The proposed odor control building features a flat roof design with parapet walls which
is 15.5 feet. All proposed buildings comply with the required height requirements of PC-
9.
5. Per Section IV (A) (Development Standards – Setback Requirements), a minimum 10-
foot landscape buffer is required to be provided to the back of sidewalk. Additionally, in
Section IV (E) (Development Standards – Landscaping), a detailed landscape and
irrigation plan is required which demonstrates compliance with applicable landscaping
requirements specified in the NBMC. Furthermore, landscaped areas shall only consist
of native plants or non-native drought tolerant plants which are non-invasive. Per
Section A.4.d of Section IV, encroachments may be permitted through a Site
Development Review. While the Project provides a 10-foot landscaping buffer on a small
portion of the East Coast Highway frontage, the remaining landscape along East Coast
Highway varies between approximately 9 feet and 6 feet in depth. However, the
proposed landscaping meets the intent of PC-9, which includes reflecting the Project’s
coastal marine location, providing creative plant combinations, installing a highly
efficient irrigation system, and preserving and enhancing view corridors. The Project
includes low-water, drought tolerant plants which includes a mixture of deer grass,
slipper plant, foxtail agave, and red yucca plant types located at the East Coast Highway
frontage of the Project. Since the Project includes property line walls along East Coast
Highway for security purposes, the proposed landscape is appropriate to break up the
mass of the walls and improve the overall aesthetics of the project as viewed from East
Coast Highway. The proposed plants are relatively low profile in height and will not
diminish any view corridors as identified in PC-9.
Finding:
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B. The development shall not be incompatible with the character of the neighboring uses
and surrounding sites.
Facts in Support of Finding:
1. The Property is located on East Coast Highway between Bayside Drive and the Bay
Bridge. Adjacent to the Property is the Bayside Village Marina, which is adjacent to the
Property and includes visitor serving uses and a recreational vehicle storage parking lot.
This adjacent property is intended to be developed with a future mixed-use waterfront
village in accordance with PC-9. Additional surrounding uses include the Bayside Village
Mobile Home Park to the north and east across Bayside Drive, a restaurant and the
Balboa Marina to the south across East Coast Highway, and various commercial uses
to the southeast including a gas station, shopping center, and automobile dealerships.
2. The existing Bay Bridge Pump Station structure was constructed in 1966, and
consequently upgraded with new pumps, piping, and ventilation in 1995. In 2014, an
additional pump was added for increased capacity and reliability. The existing pump
station is over 50 years old and requires replacement to serve the city, which pumps
wastewater flow generated by residents and businesses west of Newport Bay, including
Balboa Island and Crystal Cove. The pump station pumps waste water to a pump station
in Crystal Cove, as well as to another wastewater treatment facility located in the City of
Huntington Beach. The proposed pump station has modernized architecture which
improves the neighborhood aesthetics.
3. The construction of replacement force mains located on the western side of the Bay
Bridge is not incompatible with neighboring uses, which includes the Bayshore
Apartments to the south, a boat marina directly east, and the end of the Bay Bridge to
the north. The construction of a new vault to house the force mains is a necessary part
of the pump station. The new force mains are an upgrade to aging infrastructure that will
better serve the surrounding area and is screened from public view within an existing
vault. The existing vault, which is located on both the public right-of-way and private
property, is to be abandoned in place. The public right-of-way area where the new vault
is proposed includes new landscaping to further enhance the area for pedestrians,
motorists, and nearby residents.
Finding:
C. The development shall be sited and designed to maximize the aesthetic quality of the
project as viewed from surrounding roadways, properties, and waterfront, with special
consideration given to providing a variety of building heights, massing, and architectural
treatments to provide public views through the site.
Facts in Support of Finding:
1. Fact 4 in support of Finding A is hereby incorporated by reference.
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2. Section 5 (Design Guidelines) of PC-9 provide guidelines intended to express the
desired character of the future mixed-use waterfront village that helps achieve overall
consistency of architectural quality. The Project is designed with a coastal architectural
theme, incorporating a modern design with a cantilevered roof overhang and an
integration of materials and details inspired by the surrounding coastal context. The
buildings avoid long, continuous blank walls with a simple façade composition of a base
and top separated by different colors. There is a mixture of heights and roof types
(sloping and flat) to create visual interest, as well as provide rhythm, dynamic building
forms, and shadows.
3. While the Project is aesthetically pleasing as a standalone development, it has been
designed per PC-9 design guidelines so that it would be visually consistent with the
future Back Bay Landing mixed-use village. Per Section 5.D.10, the building exterior will
be aesthetically improved with entirely new buildings and perimeter walls to reflect PC-
9 design standards. The Project considers future residents, businesses, and patrons of
the Back Bay Landing mixed-use village by including louvers which are designed to
conceal the odor control facility, and screening for on-site mechanical equipment.
4. The Project includes structures that are 22 feet and 15.5 feet tall. While it is taller and
larger in area than the existing pump station, is not out of scale with the surrounding
uses. The architectural design utilizes a cantilevered roof overhang with a low profile,
and integrates materials and details which are consistent with surrounding coastal uses.
The design includes a variety of colors and finishes such as stone and stucco which
reduces the bulk and scale of the building façade.
5. Landscaping is proposed along the East Coast Highway frontage, which further reduces
the massing of the property walls. The landscape buffer also enhances the appearance
of the public right-of-way so that the Project does not appear walled off from public
viewsheds. The landscape buffer will improve the overall aesthetic of the Project from
East Coast Highway, which is identified as a coastal view road by the CLUP.
6. The Project is designed to maintain the six view corridors identified by PC-9 which are
to be preserved. The existing view of the Back Bay bluff to the north of the Project, as
well as views of the bay through other portions of the future Back Bay Landing, are not
obstructed by the Project.
Finding:
D. Site plan and layout of buildings, parking areas, pedestrian and vehicular access ways,
landscaping and other site features shall give proper consideration to functional aspects of
site development.
Facts in Support of Finding:
1. The Property is located on East Coast Highway between Bayside Drive and the Bay
Bridge. This adjacent property is the site of the future Back Bay Landing project, which
is a mixed-use waterfront village which has not yet been constructed. Currently,
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vehicular access to the existing pump station is through a curb cut on East Coast
Highway, followed by gates that are opened for vehicles to access. The existing access
is challenging due to traffic on East Coast Highway and the necessity for vehicles to
drive across the public right-of-way. While an access gate will remain adjacent to East
Coast Highway, it will be used only for when access at the Bayside Drive entrance is
temporarily hindered. To improve access, the Applicant proposes access through a
permanent access easement taken through Bayside Drive and into the Back Bay
Landing property at 100 Bayside Drive.
2. The overall layout of structures is efficiently arranged on a constrained lot and is
designed to accommodate service vehicle access and maneuvering requirements.
3. Fact 5 in support of Finding A is hereby incorporated by reference.
Finding:
E. The development shall not be detrimental to the harmonious and orderly growth of the
City, or endanger, jeopardize, or otherwise constitute a hazard to the public
convenience, health, interest, safety, or general welfare of persons residing or working
in the neighborhood of the proposed development.
Facts in Support of Finding:
1. The Project provides essential infrastructure to the surrounding community for waste
management and a pump station has existed in this location for many decades. Orange
County Sanitation District has aging infrastructure throughout the City and it is typical
for utilities such as the Project to be replaced and upgraded. The Project improves an
existing pump station, which serves the overall community as part of a larger wastewater
collection system.
2. The Project includes an odor control room, which is included to mitigate odors from the
Property. The odor control room includes treatment for both liquid and vapor phase
waste.
3. The Project uses equipment with lower noise. The highest noise producer of the Project
is the standby generator, which is to be used in emergency situation if there is a power
outage. The generator is proposed to be enclosed in a building with sound attenuation
panels and is not expected to negatively affect surrounding uses.
4. The Applicant has provided a Site Photometric Plan and Lighting Plans which describe
the Project’s lighting around the Property. There are lights proposed to be attached to
the Electrical Room, Generator Room, and Odor Control Area, with minimal lighting
around the interior of the perimeter security walls. The Project’s lighting is conditioned
to comply with the outdoor lighting standards of the NBMC and will not negatively affect
surrounding uses. As conditioned, the Director may order the dimming of light sources
or other remediation upon finding that the site is excessively illuminated.
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5. If the pump station facility were to fail, sewage would build up in upstream sewers and
could result in an overflow from the lowest elevation manhole upstream from the
Property. Furthermore, backups and/or spills could occur at specific residences or
businesses that have sewer laterals lower than the lowest elevation manhole. If the force
mains in the bay were to fail, a sewage spill could occur into the bay. The Project seeks
to upgrade the existing pump station and provide improvements to an existing utility
which serves a large portion of the city.
Coastal Development Permit
In accordance with Subsection 21.52.015(F) (Coastal Development Permits - Findings and
Decision) of the NBMC, the following findings and facts in support of such findings as set forth:
Finding:
H. Conforms to all applicable sections of the certified Local Coastal Program.
Facts in Support of Finding:
1. Facts 2 through 5 in support of Finding A are hereby incorporated by reference.
2. Facts 1 and 2 in support of Finding B are hereby incorporated by reference.
3. A Coastal Hazards Report and Sea Level Rise Analysis was prepared by Arcadis U.S.,
Inc. dated October 1, 2023, for the Project. The current maximum bay water elevation is
7.7 NAVD 88 (North American Vertical Datum of 1988 (NAVD88) Based on the State of
California’s Sea Level Rise Guidance, the sea level rise for the Los Angeles region is
6.6 feet NAVD 88, under the H++ scenario. Since the life expectancy of the new pump
station is approximately 50 years, the 6.6-foot sea level rise for the year 2080 is
appropriate to use for evaluation of the Project. Therefore, the sea level is estimated to
reach approximately 14.3 feet NAVD88 (7.7 + 6.6 feet NAVD 88). The finished floor
elevation of the electrical room and entrance to the dry well is 15.5 feet, which provides
more than adequate protection from sea level rise. The generator room has a finished
floor elevation of 14.17 feet. While slightly under the 14.3-footsea level rise elevation
projection, the generator is proposed to be mounted on a 2-foot-high fuel tank and the
generator panels will be mounted 3.5 feet above the finished floor, which will provide
adequate protection from flooding. For the Odor Control area, there is a proposed
finished floor elevation of 14 feet. Equipment within the area is proposed to be mounted
on pads higher than 14.3 feet NAVD 88, to protect from cases of flooding. Additionally,
temporary flood barriers such as sand bags can be deployed for openings during
flooding situations. Finally, the Applicant is proposing to waterproof a portion of the Odor
Control area’s block walls to provide additional protection from flooding.
4. The Project includes the construction of upgraded replacement force mains, which run
from the Property onto the western side of the Bay Bridge through micro-tunneling. The
new force mains are an upgrade to aging infrastructure that will better serve the
surrounding area and is screened from public view within an existing vault. The existing
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vault, which is located on both the public right-of-way and private property, is to be
abandoned in place. The public right-of-way area where the new vault is proposed
includes new landscaping to further enhance the area for pedestrians, motorists, and
nearby residents.
5. The Applicant submitted a Construction Management Plan (“CMP”) prepared by Arcadis
U.S., Inc., dated October 2023, which documents the construction phase implementation,
construction requirements and quality control, and traffic control associated with the
construction of the Project. The CMP discusses construction easements at the Property
for construction access as well as offsite staging areas at Lower Castaways Park and the
Orange County Sanitation District Plant No. 2 in Huntington Beach. A Temporary License
Agreement was approved by City Council on September 12, 2023, allowing for the siting
of office trailers, temporary staging and storage of construction equipment and materials,
and the parking of vehicles to support the Project during construction. The agreement is
for a limited basis only and includes a term until December 31, 2028, or the completion
of the Project, whichever first occurs. The CMP also includes a Traffic Control Plan which
includes closing of necessary sidewalks during construction hours and re-opening during
non-working hours. The Traffic Control Plan has been reviewed by the City’s Public
Works department and has been determined to be sufficient to minimize traffic impacts
during the construction period.
6. The Property is located in an area known for the potential of seismic activity and
liquefaction and is required to comply with the California Building Code (“CBC”) and City’s
Building Division standards and policies. Geotechnical investigations specifically
addressing liquefaction are required to be reviewed and approved prior to the issuance
of building permits. Permit issuance is also contingent on the inclusion of design
mitigation identified in the investigations. Construction plans are reviewed for compliance
with approved investigations and CBC requirements prior to building permit issuance.
7. The Property is located on East Coast Highway between Bayside Drive and the Back Bay
Bridge. East Coast Highway and Bayside Drive (south of East Coast Highway) are identified
as a Coastal View Roads by the CLUP. The Property currently includes multiple pump
station buildings, visible mechanical equipment, security block walls and vegetation which
impair the view of the back bay. This specific pump station has existed since its original
construction in 1966. Additionally, the adjacent Recreational Vehicle Storage parking lot
includes many recreational vehicles which also impair the view of the bay. The Project
includes a 22-foot high electrical and generator room above a subterranean pump room on
the west of the property. There is also a 15.5-foot high odor control building to the east of
the property. Site walls are proposed for security purposes but do not exceed the height of
the proposed buildings. From East Coast Highway, the Project does not impair the existing
view of the bay, and maintains a view of the Back Bay bluff to the north. Two nearby Public
Viewpoints are identified as part of a pedestrian trail at Castaways Park, located
approximately 1,500 feet northwest of the Property. When viewing the Property from
Castaways Park, East Coast Highway, the Back Bay Channel and marina, and Recreational
Vehicle Storage are within immediate view, while a commercial shopping center and
Promontory Point residences are located further east across East Coast Highway. Although
the Project proposes to replace the existing pump station buildings with taller buildings, the
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views from Castaways Park are mostly unchanged. Parts of East Coast Highway may be
impaired by the new structures, but the marina, commercial shopping center, and
Promontory Point are not affected by the Project. The Project does not interfere with any of
the identified Public Viewpoints due to the large distances from them. The Project may be
in the distant viewshed of the Public Viewpoints, but will not interfere with the public views
that are currently provided.
8. Under Municipal Code Section 21.35.050 (Water Quality and Hydrology Plan), due to the
proximity of the development to the shoreline and the development containing more than
75% of impervious surface area, a Water Quality and Management Plan (WQMP) is
required. The Applicant submitted a Non-Priority Project Water Quality Plan (“NPP”),
prepared by Arcadis U.S., Inc., and dated October 17, 2023. An NPP is required for new
development or significant redevelopment projects that do not meet the criteria for Priority
Projects as defined by the County’s Model WQMP, but instead qualify as Non-Priority
Projects as defined in the Drainage Area Management Plan. The NPP provides stormwater
Best Management Practices (“BMPs”) that are planned for controlling discharges of
pollutants from the Project.
Finding:
I. Conforms with the public access and public recreation policies of Chapter 3 of the
Coastal Act if the project is located between the nearest public road and the sea or
shoreline of any body of water located within the coastal zone.
Fact in Support of Finding:
1. The Property does not currently provide nor inhibit public coastal access. The Property
is located in close proximity to potential lateral access to the Back Bay Channel, as
designated by the CLUP. The lateral access is a small beach located along the Back
Bay Landing property, which is ranges from 250 feet north and 550 feet west from the
Property. The Project consists of the replacement of an existing pump station with an
upgraded pump station. Access to the bay remains available Back Bay Landing.
Therefore, the Project will not impact public access to local coastal resources.
2. The Project includes installation of force mains in a new subterranean utility vault within
a small portion of the public right-of-way area on the southwestern side of the Bay
Bridge. This public-right-of-way includes an existing fence which leads to a walkway to
the north side of the bridge. There is no direct access to the water in the area of the
vault and therefore the Project does not affect public access in this location.
3. The Project includes temporary construction staging at Lower Castaways Park, which is
approximately 1,100 feet west of the Property, and across the Bay Bridge. Lower
Castaways Park is not identified as a Public Park by the CLUP. The construction staging
is temporary for the duration of construction for the Project, as stipulated by the
Temporary Lease Agreement between the City and the Applicant. The temporary
construction staging does not alter access to the bay. The Applicant is only using a
portion of the park, which has been historically used for construction staging and off-site
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Planning Commission Resolution No. PC2024-002
Page 12 of 26
parking since the City acquired the property. The staging site is buffered and screened
from adjacent right of ways by existing landscaping which is to remain. The portion of
the Staging Area that is open and available for public parking and access is not affected
by the Project. The public access for small vessel launching into the bay is also
unaffected.
SECTION 4. DECISION.
NOW, THEREFORE, BE IT RESOLVED:
1. The Planning Commission of the City of Newport Beach hereby finds this Project complies
with the California Environmental Quality Act as it is consistent with the certified EIR for
Project No. 5-67, also known as the Bay Bridge Pump Station and Force Mains
Replacement Project as approved by the Orange County Sanitation District, and the
subsequent certified Addendum to the EIR.
2. The Planning Commission of the City of Newport Beach hereby approves a Major Site
Development Review and Coastal Development Permit, subject to the conditions set forth
in Exhibit “F,” which is attached hereto and incorporated herein by reference.
3. This decision shall become final and effective 14 days following the date this Resolution
was adopted unless within such time an appeal is filed with the City Clerk in accordance
with the provisions of Title 20 (Planning and Zoning) and Title 21 (Local Coastal Program
Implementation Plan) of the Newport Beach Municipal Code. Final action taken by the
City may be appealed to the Coastal Commission in compliance with Section 21.64.035
(Appeal to the Coastal Commission) of the NBMC and Title 14 California Code of
Regulations, Sections 13111 through 13120, and Section 30603 of the California Public
Resources Code.
PASSED, APPROVED, AND ADOPTED THIS 18TH DAY OF JANUARY, 2024.
AYES:
NOES:
ABSTAIN:
ABSENT:
BY:_________________________
Curtis Ellmore, Chairman
BY:_________________________
Tristan Harris, Secretary
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Planning Commission Resolution No. PC2024-002
Page 13 of 26
Attachments: Exhibit A – Legal Description
Exhibit B – EIR No. 5-67
Exhibit C – OCSD’s Return on Peremptory Writ of Mandate on OCSC Case No.
30-2021-01194238 including Court’s Order
Exhibit D - Addendum to EIR No. 5-67
Exhibit E - Stipulation Discharging the Peremptory Writ of Mandate and
Dismissing Orange County Superior Court Case No. 30-2021-
01194238
Exhibit F - Conditions of Approval
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Planning Commission Resolution No. PC2024-002
Page 14 of 26
EXHIBIT “A”
Legal Description
36
Planning Commission Resolution No. PC2024-002
Page 15 of 26
37
Planning Commission Resolution No. PC2024-002
Page 16 of 26
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Planning Commission Resolution No. PC2024-002
Page 17 of 26
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Planning Commission Resolution No. PC2024-002
Page 18 of 26
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Planning Commission Resolution No. PC2024-002
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EXHIBIT “B”
EIR No. 5-67
Available separately due to bulk at:
https://www.ocsan.gov/home/showpublisheddocument/21159/636976643775800000
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Planning Commission Resolution No. PC2024-002
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EXHIBIT “C”
OCSD’s Return on Peremptory Writ of Mandate on OCSC Case No. 30-2021-01194238
including Court’s Order
Available separately due to bulk:
https://ecms.newportbeachca.gov/WEB/DocView.aspx?dbid=0&repo=CNB&id=2938615
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Planning Commission Resolution No. PC2024-002
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EXHIBIT “D”
Addendum to EIR No. 5-67
Available separately due to bulk at:
https://www.ocsan.gov/home/showpublisheddocument/34145/638253730131970000
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Planning Commission Resolution No. PC2024-002
Page 22 of 26
EXHIBIT “E”
Stipulation Discharging the Peremptory Writ of Mandate and Dismissing Orange
County Superior Court Case No. 30-2021-01194238
44
Fee Exempt Per Gov. Code § 6103
1 WOODRUFF & SMART, APC BRADLEY R. HOGIN - State Bar No. 140372 2 bhogin@woodruff.law RICIA R. HAGER - State Bar No. 234052 3 rhager@woodruff.law 555 Anton Boulevard, Suite 1200 4 Costa Mesa, CA 92626-7670 Telephone: (714) 558-7000 5 Facsimile: (714) 835-7787
6 Attorneys for Respondent ORANGE COUNTY SANITATION DISTRICT et. al.
7
8 SUPERIOR COURT FOR THE STATE OF CALIFORNIA
9 FOR THE COUNTY OF ORANGE, CENTRAL JUSTICE CENTER
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22 This stipulation is entered into between the parties through their respective counsel as
23 follows:
24 RECITALS
25 WHEREAS, on February 7, 2023, the Court entered a Peremptory Writ of Mandate in
26 this matter;
27 WHEREAS, on July 27, 2023, Respondent Orange County Sanitation District timely
28 filed a Return on the Peremptory Writ of Mandate (the “Return”);
1
STIPULATION DISCHARGING THE PREEMPTORY WRIT OF MANDATE AND DISMISSING THE CASE; [PROPOSED] ORDER 1786198.1 WOODRUFF, SPRADLIN & SMART ATTORNEYS AT LAW COSTA MESA BAYSIDE VILLAGE MARINA, LLC,
Petitioner,
v.
ORANGE COUNTY SANITATION DISTRICT; ORANGE COUNTY SANITATION DISTRICT BOARD OF DIRECTORS; AND DOES 1-25, INCLUSIVE,
Respondents.
CASE NO.: 30-2021-01194238
ASSIGNED FOR ALL PURPOSES TO THE HONORABLE WILLIAM CLASTER DEPARTMENT: CX104
STIPULATION DISCHARGING THE PEREMPTORY WRIT OF MANDATE AND DISMISSING THE CASE; [PROPOSED] ORDER
HEARING DATES PENDING:
Type: Hearing on Writ Return Date: November 3, 2023 Time: 10:30 a.m. Dept: CX104
DATE ACTION FILED: April 19, 2021 TRIAL DATE: None
Electronically Filed by Superior Court of California, County of Orange, 08/28/2023 03:49:00 PM.
30-2021-01194238-CU-WM-CXC - ROA # 226 - DAVID H. YAMASAKI, Clerk of the Court By G. Hernandez, Deputy Clerk.
45
1 WHEREAS, Petitioners previously requested, and the Court set, a hearing on the
2 Return for November 3, 2023;
3 WHEREAS, the parties now agree that the Peremptory Writ of Mandate should be
4 discharged;
5 WHEREAS, the parties agree the hearing set for November 3, 2023 should be
6 vacated; and
7 WHEREAS, the parties agree that the case should be dismissed.
8 NOW, THEREFORE, IT IS HEREBY STIPULATED AND AGREED:
9 1. The Peremptory Writ of Mandate should be discharged.
10 2. The November 3, 2023, hearing date should be vacated.
11 3. This case should be dismissed.
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2
STIPULATION DISCHARGING THE PREEMPTORY WRIT OF MANDATE AND DISMISSING THE CASE; [PROPOSED] ORDER 1786198.1 WOODRUFF, SPRADLIN & SMART ATTORNEYS AT LAW COSTA MESA DATED: August 28, 2023 WOODRUFF & SMART, APC
By:/s/ Bradley R. Hogin
BRADLEY R. HOGIN
RICIA R. HAGER
Attorneys for Respondents ORANGE COUNTY
SANITATION DISTRICT and ORANGE
COUNTY SANITATION BOARD OF
DIRECTORS
DATED: August 24, 2023 NOSSAMAN LLP
By:
JOHN P. ERSKINE
JOHN J. FLYNN III
Attorney for Petitioner BAYSIDE VILLAGE
MARINA, LLC
46
1 [PROPOSED] ORDER
2 The parties having entered into a written stipulation and good cause appearing
3 therefore, IT IS HEREBY ORDERED that:
4 1. The Peremptory Writ of Mandate issued in this case on February 7, 2023 is
5 hereby discharged.
6 2. The hearing on the Return on the Peremptory Writ of Mandate set for
7 November 3, 2023, is hereby vacated.
8 3. This case is dismissed.
9
10 DATED: 08/28/2023
12 HON. WILLIAM CLASTER
13 JUDGE OF THE SUPERIOR COURT
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1
STIPULATION DISCHARGING THE PREEMPTORY WRIT OF MANDATE AND DISMISSING THE CASE; [PROPOSED] ORDER 1786198.1 WOODRUFF & SMART ATTORNEYS AT LAW COSTA MESA 47
1 STATE OF CALIFORNIA, COUNTY OF ORANGE
2 I am over the age of 18 and not a party to the within action; I am employed by 3 WOODRUFF, SPRADLIN & SMART in the County of Orange at 555 Anton Boulevard, Suite 1200, Costa Mesa, CA 92626-7670. 4 On August 28, 2023. I served the foregoing document(s) described as
5 STIPULATION DISCHARGING THE PEREMPTORY WRIT OF MANDATE AND DISMISSING THE CASE; [PROPOSED] ORDER 6 by placing the true copies thereof enclosed in sealed envelopes addressed as stated on 7 the attached mailing list;
8 by placing the original a true copy thereof enclosed in sealed envelopes addressed as follows:
9 (BY MAIL) I placed said envelope(s) for collection and mailing, following ordinary 10 business practices, at the business offices of WOODRUFF, SPRADLIN & SMART, and addressed as shown on the attached service list, for deposit in the United States 11 Postal Service. I am readily familiar with the practice of WOODRUFF, SPRADLIN & SMART for collection and processing correspondence for mailing with the United 12 States Postal Service, and said envelope(s) will be deposited with the United States Postal Service on said date in the ordinary course of business.
13 (BY OVERNIGHT DELIVERY) I placed said documents in envelope(s) for
14 collection following ordinary business practices, at the business offices of WOODRUFF, SPRADLIN & SMART, and addressed as shown on the attached 15 service list, for collection and delivery to a courier authorized by _GLS to receive said documents, with delivery fees provided for. I am readily familiar with the practices of 16 WOODRUFF, SPRADLIN & SMART for collection and processing of documents for overnight delivery, and said envelope(s) will be deposited for receipt by _GLS on 17 said date in the ordinary course of business.
18 (BY ELECTRONIC SERVICE) I caused the above-referenced document to be transmitted to the interested parties via electronic mail as stated on the attached 19 Service List.
20 (BY PERSONAL SERVICE) I delivered such envelope(s) by hand to the offices of the addressee(s). 21 (State) I declare under penalty of perjury under the laws of the State of California 22 that the above is true and correct.
23 Executed on August 28, 2023, at Costa Mesa, California.
24
25 /s/ Katie E. Kane Katie E. Kane 26
27
28
2
STIPULATION DISCHARGING THE PREEMPTORY WRIT OF MANDATE AND DISMISSING THE CASE; [PROPOSED] ORDER 1786198.1 WOODRUFF & SMART ATTORNEYS AT LAW COSTA MESA 48
1 BAYSIDE VILLAGE MARINA, LLC V. ORANGE COUNTY SANITATION DISTRICT ET. AL.
2 CASE NO. 30-2021-01194238
3 SERVICE LIST
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STIPULATION DISCHARGING THE PREEMPTORY WRIT OF MANDATE AND DISMISSING THE CASE; [PROPOSED] ORDER 1786198.1 WOODRUFF & SMART ATTORNEYS AT LAW COSTA MESA NOSSAMAN LLP
John P. Erskine, Esq.
jerskine@nossaman.com
John J. Flynn III, Esq.
jflynn@nossaman.com
18101 Von Karman Ave. Suite 1800
Irvine, CA 92612
Telephone: 949-833-7800
Facsimile: 949-833-7878
Attorneys for Petitioner
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Planning Commission Resolution No. PC2024-002
Page 23 of 26
EXHIBIT “F”
CONDITIONS OF APPROVAL
(Project-specific conditions are in italics)
Planning Division
1. The development shall be in substantial conformance with the approved site plan, floor
plans, and building elevations stamped and dated with the date of this approval (except as
modified by applicable conditions of approval).
2. The Project is subject to all applicable City ordinances, policies, and standards unless
specifically waived or modified by the conditions of approval.
3. The applicant shall comply with all federal, state, and local laws. A material violation of
any of those laws in connection with the use may be caused the revocation of this Major
Site Development Review, Conditional Use Permit, and Coastal Development Permit.
4. The major site development review and coastal development permit shall expire unless
exercised within 24 months from the date of approval as specified in Sections 20.54.060
and 21.54.060 of the Newport Beach Municipal Code unless an extension is otherwise
granted.
5. Any change in operational characteristics, expansion in the area, or other modification
to the approved plans, shall require an amendment to this Major Site Development
Review and Coastal Development Permit or the processing of a new Site Development
Review and Coastal Development Permit.
6. A copy of the Resolution, including conditions of approval Exhibit “A” shall be
incorporated into the Building Division and field sets of plans before issuance of the
building permits.
7. Before the issuance of a building permit, the applicant shall submit a landscape and
irrigation plan prepared by a licensed landscape architect. These plans shall incorporate
drought-tolerant plantings and water-efficient irrigation practices, and the plans shall be
approved by the Planning Division.
8. All landscape materials and irrigation systems shall be maintained by the approved
landscape plan. All landscaped areas shall be maintained in a healthy and growing
condition and shall receive regular pruning, fertilizing, mowing, and trimming. All
landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be
kept operable, including adjustments, replacements, repairs, and cleaning as part of
regular maintenance.
9. The site shall not be excessively illuminated based on the luminance recommendations
of the Illuminating Engineering Society of North America, or, in the opinion of the Director
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Planning Commission Resolution No. PC2024-002
Page 24 of 26
of Community Development, the illumination creates an unacceptable negative impact
on surrounding land uses or environmental resources. The Director may order the
dimming of light sources or other remediation upon finding that the site is excessively
illuminated.
10. Before the issuance of a building permit, the applicant shall prepare a photometric study
in conjunction with a final lighting plan for approval by the Planning Division. The survey
shall show that lighting values are “1” or less at all property lines.
11. All exterior lighting shall be shielded with light rays confined within the boundaries of the
Property. Site lighting shall not create a public nuisance by shining onto public streets
or adjacent sites.
12. All mechanical equipment and trash areas shall be fully screened from view from East
Coast Highway, Bayside Drive, and the surrounding properties (including from above)
and shall be sound attenuated in accordance with Chapter 10.26 of the Newport Beach
Municipal Code.
13. The odor control room shall be screened with louvers. The mechanical equipment shall
be screened from view of future adjacent residents.
14. Site lighting shall be designed so light generated on-site does not spill on to adjoining
properties or rights-of-way. On-site lighting shall be designed so that light sources are
not visible from East Coast Highway, Bayside Drive, or from adjacent properties.
15. Before the issuance of a building permit, the applicant shall pay any unpaid
administrative costs associated with the processing of this application to the Planning
Division.
16. All noise generated by the proposed use shall comply with the provisions of Chapter
10.26 and other applicable noise control requirements of the Newport Beach Municipal
Code. The maximum noise shall be limited to no more than depicted below for the
specified periods unless the ambient noise level is higher:
Between the hours of 7:00 AM
and 10:00 PM
Between the hours of 10:00
PM and 7:00 AM
Location Interior Exterior Interior Exterior
Residential Property 45dBA 55dBA 40dBA 50dBA
Residential Property located within
100 feet of a commercial property 45dBA 60dBA 45dBA 50dBA
Mixed Use Property 45dBA 60dBA 45dBA 50dBA
Commercial Property N/A 65dBA N/A 60dBA
17. All trash shall be stored within the building or within dumpsters stored in the trash
enclosure (three walls and a self-latching gate) or otherwise screened from view of
neighboring properties, except when placed for pick-up by refuse collection agencies.
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Planning Commission Resolution No. PC2024-002
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The trash enclosure shall have a decorative solid roof for aesthetic and screening
purposes.
18. The exterior of the Project shall be always maintained free of litter and graffiti. The owner
or operator shall provide for daily removal of trash, litter debris, and graffiti from the
premises and on all abutting sidewalks within 20 feet of the premises.
19. The applicant shall ensure that the trash dumpsters and/or receptacles are maintained
to control odors. This may include the provision of either fully self-contained dumpsters
or periodic steam cleaning of the dumpsters if deemed necessary by the Planning
Division. Cleaning and maintenance of trash dumpsters shall be done in compliance
with the provisions of Title 14, including all future amendments (including Water Quality
related requirements).
20. Deliveries and refuse collection for the facility shall be prohibited between the hours of
10:00 p.m. and 7:00 a.m. on weekdays and Saturdays and between the hours of 10:00
p.m. and 9:00 a.m. on Sundays and Federal holidays unless otherwise approved by the
Director of Community Development and may require an amendment to this approval.
21. To the fullest extent permitted by law, the applicant shall indemnify, defend and hold
harmless the City, its City Council, its boards and commissions, officials, officers,
employees, and agents from and against any claims, 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 which may arise from or in any manner relate (directly
or indirectly) to City’s approval of Back Bay Pump Station Replacement including, but not
limited to, a major site development review, conditional use permit, and coastal
development permit (PA2023-0076). This indemnification shall include, but not be limited
to, damages awarded against the City, if any, costs of suit, attorney’s fees, and other
expenses incurred in connection with such claim, action, causes of action, suit, or
proceeding whether incurred by the applicant, City, and/or the parties initiating or bringing
the such proceeding. The applicant shall indemnify the City for all the City's costs,
attorneys' fees, and damages that which City incurs in enforcing the indemnification
provisions outlined in this condition. The applicant shall pay to the City upon demand any
amount owed to the City under the indemnification requirements prescribed in this
condition.
Fire Department
22. Premise identification shall be provided per the Newport Beach Fire Department
guidelines.
23. A knox box for emergency access shall be provided.
24. NFPA 704 Placarding for onsite hazards shall be provided.
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Planning Commission Resolution No. PC2024-002
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Public Works Department
25. The Traffic Control Plan shall be further review and approved by the City of Newport
Beach and Caltrans prior to construction.
26. The Applicant shall comply with the approved Construction Management Plan and
Traffic Control Plan. Any deviations to these plans shall be reviewed and approved by
the Public Works Director prior to implementation.
27. The Applicant shall maintain all landscaping in the public right-of-way adjacent to East
Coast Highway, to the satisfaction of the Public Works Director.
28. Construction activities shall comply with Section 10.28.040 of the Newport Beach
Municipal Code. Noise-generating construction activities shall be consistent with a
Traffic Management Plan and Construction Management Plan approved by the Public
Works Director.
29. All conditions and provisions stated in the Temporary, Non-Exclusive and Revocable
License Agreement Between the City of Newport Beach and the Orange County
Sanitation District for Use of City Property shall be adhered to.
30. The construction staging area at Lower Castaways park shall not impact the public’s
ability to access designated public parking.
53
INTENTIONALLY BLANK PAGE54
Attachment No. PC 2
Coastal Hazards Report
55
INTENTIONALLY BLANK PAGE56
Memo
SUBJECT PROJECT
Coastal Hazards Analysis Bay Bridge Pump Station
Replacement Project (5-67)
TO DATE
Orange County Sanitation District October 2023
Introduction
This memorandum summarizes the analysis for coastal hazards for the Bay Bridge Pump Station (BBPS)
Replacement Project, Newport Beach, Orange County, California. The Orange County Sanitation District (OC
San) proposes to replace the existing BBPS with a new pump station and force main infrastructure. The existing
BBPS is over 50 years old, outdated, and no longer meets structural, electrical, and maintenance standards. The
Project includes replacing the existing pump station and force mains with a new pump station, replacement force
mains, a new electrical building, a new emergency generator building, and an odor control structure.
The new pump station will include a trench-type wet well and a dry well for housing the pumps, motors, and other
mechanical equipment. As shown on Figure 1, the pump station site also includes an electrical building, a
generator building, and an odor control structure. The proposed electrical building includes the electrical
equipment, instrumentation, control equipment, and restroom. The electrical building has a finished floor elevation
of 15.50 feet NAVD88 and is elevated from the grade level. The entrance to the underground pump station dry
well is also elevated to the same elevation of the electrical building finished floor at 15.5 feet NVAD88. The
generator room finished floor is 14.17 feet NAVD88 and the generator will be mounted on a 2-ft-high belly fuel
tank. The odor control structure finished floor is 14.00 feet NAVD88. The new force main will be installed beneath
the Newport Bay Channel and would not be affected by coastal processes and is not included in the analysis.
This memorandum summarizes the potential impacts on the BBPS resulting from anticipated sea level rise,
coastal geologic instability, and flooding per the requirements of the Newport Beach Local Coastal Plan Policies
LUPs 2.8.1-1, 2.8.-2 and 2.8.1-4 and per Section 30253 of the Coastal Act.
Site Characteristics and Land Use
The Project site is located within a fully developed and urbanized area north of East Coast Highway. The existing
BBPS is approximately 4,800 square feet, occupied by a single-story pump station building. The perimeter of the
pump station building is surrounded by concrete masonry walls on all sides with two entrance gates. The existing
facility is located on a parcel that is surrounded to the north, east, and west by a recreational vehicle storage area.
Seven acres of the site are planned for a mixed-use development. Surrounding land uses include residential,
commercial, and commercial recreational marine uses. Within the vicinity of the Project, East Coast Highway, also
known as State Route 1 is a 7 to 8 lane roadway including a bridge that crosses the Newport Bay Channel.
Bayside Drive is located to the east of the Project and is a 4 lane, designated secondary road.
Sea Level Rise Evaluation and Flooding
Several analyses have been conducted to understand the potential for anticipated Sea Level Rise (SLR) to impact
the BBPS and whether the facility is at risk.
In 2019, OC San prepared the Resiliency Study SP-152 (Resiliency Study) which examined the potential climate
change impact, including SLR on OC San facilities throughout its service area. The Resiliency Study used SLR
projections from the Rising Seas Report and California’s Fourth Assessment (Hall 2018) as representing the state
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Coastal Hazard Analysis
October 2022
www.arcadis.com
Coastal Hazards Analysis 2/4
of science for SLR for the Orange County area. Relying on Hall 2018, OC San used SLR increases of 1.54 feet
for 2050 and 3.71 feet for the year 2070 (Hazen 2019) to determine the potential risk of SLR in 2050 and 2070.
Using the 2050 and 2070 projections, the Resiliency study did not identify the BBPS site as having a significant
risk associated with SLR in Year 2050 or 2070 (Hazen 2019).
The design also considers the most conservative SLR reference from the State of California’s Sea Level Rise
Guidance (California Ocean Protection Council 2018) and Critical Infrastructure at Risk: Sea Level Rise Planning
Guidance for California’s Coastal Zone (California Coastal Commission 2021). According to the State of
California’s Sea Level Rise Guidance (California Ocean Protection Council 2018), the H++ scenario SLR for Los
Angeles are 2.6 feet by 2050, 6.4 feet by 2080, and 9.9 feet by 2100. According to the State Sea-Level Rise
Guidance, under the H++ SLR scenario, 2.7 feet of SLR can be expected by 2050, 6.6 feet by 2080, and 10.2 feet
by 2100 (California Coastal Commission 2021). The life expectancy of the new pump station will be around 50
years and the 6.6 feet SLR of Year 2080 based on California Coastal Commission 2021 will be used for
evaluation.
The SLR is evaluated based on the mean high water (MHW). The MHW is 4.50 feet NAVD88 for Newport Beach
Bay Per NOAA Tides & Currents. The Our Coast Our Future (OCOF) map with projection of 6.6-ft SLR above
MHW is shown on Figure 2. A portion of the existing site is shown inundated based on the 2080 SLR of 6.6-ft SLR
Above MHW (11.10 feet NAVD88). The BBPS design took a conservative approach of designing to a minimum
floor elevation of 14.00 feet NAVD88 as shown on Figure 1. Using this minimum floor elevation, construction of
the new BBPS would avoid SLR impacts for the anticipated life of the facility.
Per comments received from the City of Newport Beach on August 3, 2023, a maximum bay water elevation of
7.7 feet NVAD88 was evaluated for SLR. The 6.6-ft SLR above the maximum bay water elevation leads to 14.3 ft
NVAD88 elevation. The electrical room and the entrance to the underground pump station are at 15.5 ft NVAD88,
hence, the electrical equipment and underground pump station will be protected from SLR. The generator room
finished floor is 14.17 feet NAVD88, however, the generator will be mounted on a 2-ft-high belly fuel tank and the
generator panels will be mounted 3.5 ft above finished floor. Therefore, the generator and panels will be located
higher than 14.3 ft NVAD88 elevation and protected from SLR.
The odor control area finished floor is at 14 ft NVAD88. The liquid odor control is not critical process for the
facility, however, measures have been incorporated to protect from SLR. For example, the foul air fan and carbon
scrubber will be mounted on equipment pads and the equipment will be higher than SLR elevation of 14.3 ft
NVAD88. In addition, flood barrier/shield can be used for odor control area pedestrian door and temporary
measures such as sand bags can be used for roll up gate. Waterproofing admixtures such as Dry-Block or Eucon
Blocktite systems will be used for the odor control area structure block walls to protect the facilities from flooding.
Per the discussion above, the BBPS critical process will be protected from SLR based on either MHW or
maximum bay water level elevation.
Flooding & Tsunami
According to the Federal Emergency Management Agency (FEMA) 2019 FIRM map, the Project is not located
within the 100 year flood hazard zones (Figure 3). As analyzed in the 2020 Recirculated Environmental Impact
Report (Michael Baker International 2020), less than significant impacts are anticipated in the event of the 100-
year flood.
The Project site is located within the designated tsunami zone (California Department of Conservation 2022).
During design of the BBPS, the engineers used the American Society of Civil Engineer’s (ASCE) Tsunami Design
58
Orange County Sanitation District
Coastal Hazard Analysis
October 2022
www.arcadis.com
Coastal Hazards Analysis 3/4
Zone (TDZ) to determine the Maximum Considered Tsunami (MCT). In the event of a tsunami, the Project site
could be expected to see some minor flooding and the run up elevation at the Project site is 7.24 feet above MHW
or 11.74 feet NAVD88 (Figure 4 and 5). Figure 4 shows that in the event of tsunami, the parking areas may be
expected to see minor flooding. However, because the minimum floor elevation of the new BBPS would be 14.00
feet NAVD88, the new facilities would not be subjected to inundation.
Furthermore, onsite drainage is routed to the BBPS. The pump station is designed to operate even if the site is
inundated. Therefore, the risk of flooding the pump station is minimal.
Ground Improvements and Shoring
The Project site is located in an area of potential liquefaction. To mitigate the potential for liquefaction, static
settlement, and differential settlement, the new pump station will be excavated over 35 feet deep such that the
impacts from liquefaction are not anticipated. The ground improvement plan for the overall pump station site can
be referenced to the Geotechnical Design Report enclosed in the permitting package. Deep excavation will
require shoring and design is exploring several techniques including, but not limited to slurry diaphragm wall,
secant pile wall shoring, solid sheet pile wall, or a combination of shoring techniques.
Erosion and Shoreline Loss
The location of the BBPS is located within a developed area and is not located at the shoreline or at the bank of
the Newport Bay Channel. The Project site is not subject to erosion and shoreline loss. The BBPS would not be
subjected to erosion or shoreline loss as a result of waves or wave run up. The Project does not include, and
does not require shoreline protection.
Summary and Conclusion
The BBPS Project has been analyzed with regards to postal coastal hazards, including SLR, flooding, tsunami,
and geologic stability. The new BBPS will be located in a developed area, including the location of the existing
BBPS. The new BBPS is designed to ensure that the facilities would not be subjected to the SLR and tsunami
impacts.
59
Orange County Sanitation District
Coastal Hazard Analysis
October 2022
www.arcadis.com
Coastal Hazards Analysis 4/4
References:
Michael Baker International. 2020. Bay Bridge Pump Station and Force Mains Replacement Project (Project No.
5-67) 2020 Recirculated Environmental Impact Report. May 2020.
Arcadis. 2022. Preliminary Design Report Project No. 5-67 Bay Bridge Pump Station Replacement.
California Coastal Commission. 2021. Critical Infrastructure at Risk: Sea Level Rise Planning Guidance for
California’s Coastal Zone. Final Adopted Guidance. November 17, 2021.
California Department of Conservation. 2022. Orange County Tsunami Hazard Areas. Website located at
https://www.conservation.ca.gov/cgs/tsunami/maps/orange. Retrieved June 17, 2022
California Ocean Protection Council. 2018. State of California’s Sea Level Rise Guidance. March 14, 2018.
Hall, Alex, Neil Berg, Katharine Reich. (University of California, Los Angeles). 2018. Los Angeles Summary
Report. California’s Fourth Climate Change Assessment. Publication number: SUM-CCCA4-2018-007
Hazen. 2019. Climate Resiliency Study. Final Report. SP-152. November 27, 2019.
Our Coast Our Future Mapping Tool. 2022. Website located at: https://ourcoastourfuture.org/ retrieved June 10,
2022
NOAA Tides & Currents Datums for Newport Beach. Website located at:
https://tidesandcurrents.noaa.gov/datums.html?datum=NAVD88&units=0&epoch=0&id=9410580&name=NEWPO
RT+BEACH%2C+NEWPORT+BAY+ENTRANCE&state=CA retrieved August 22, 2023
Enc. [Enclosures]
60
Attachment No. PC 3
Public View Analysis
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BAY BRIDGE PUMP STATION
REPLACEMENT
VISUAL IMPACT ANALYSIS - 01
302
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
EXISTING PUMP STATION
PROPOSED NEW PUMP STATION
EAST COAST HIGHWAY VIEW CORRIDORS
PER BACK BAY LANDING PLANNED
COMMUNITY DEVELOPMENT PLAN (PC-9)
VIEW CORRIDOR IDENTIFIED IN 2014
VIEW CORRIDOR IDENTIFIED IN 2016
VIEW CORRIDOR COMPARISON
THE PROPOSED NEW PUMP STATION MAINTAINED THE VIEW CORRIDOR IDENTIFIED IN 2014. THE FUTURE COASTAL PUBLIC VIEW
TOWER AND BLUFF IS UNOBSTRUCTED ON THE VIEW CORRIDOR. IN RESPECT TO THE BACK BAY LANDING DEVELOPMENT, A
LANDSCAPE SETBACK IS PROVIDED IN FRONT OF PCH PERIMETER WALL. THE BUILDING MASSING AND MATERIALS ARE
ADDRESSED TO INTEGRATE WITH SURROUNDING SITE CONTEXT AND NATURAL ENVIRONMENT.
NOTES: THIS DRAWING CONTAINS COLOR DIGITAL PHOTOGRAPHS
AND/OR COLOR RENDERINGS. SEE THE ELECTRONIC VERSION OF THIS SHEET FOR MAXIMUM CLARITY.
MARK DESCRIPTION DATE APPR.
1 LCP RESUBMITTAL 06/2023
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REPLACEMENT
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V3 V4 V5
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EXISTING
NOTES: THIS DRAWING CONTAINS COLOR DIGITAL PHOTOGRAPHS
AND/OR COLOR RENDERINGS. SEE THE ELECTRONIC VERSION OF THIS SHEET FOR MAXIMUM CLARITY.
MARK DESCRIPTION DATE APPR.
1 LCP RESUBMITTAL 06/2023
V1 -VIEW FROM NORTH OF CASTAWAYS PARK V2 -VIEW FROM SOUTH OF CASTAWAYS PARK V3 -VIEW FROM WEST OF PACIFIC COAST HIGHWAY
PROPOSED
EXISTING
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EXISTING
PROPOSED
1
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VISUAL IMPACT ANALYSIS - 03
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Designer
Author
Checker
MARK DESCRIPTION DATE APPR.
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V4 -VIEW FROM EAST OF PACIFIC COAST HIGHWAY V5 -VIEW FROM COAST HIGHWAY & N BAYSIDE DR V6 -VIEW FROM N BAYSIDE DR
EXISTING
PROPOSED
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Attachment No. PC 4
Construction Management Plan
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CONSTRUCTION MANAGEMENT PLAN
Project No. 5-67
Bay Bridge Pump Station Replacement
October 2023
69
Construction Management Memo
Bay Bridge Pump Station Replacement
Project No. 5-67
i October 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
70
Construction Management Memo
Bay Bridge Pump Station Replacement
Project No. 5-67
ii October 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 – Executed Temporary, Non-Exclusive and Revocable License Agreement for Use of City Property
Appendix C – Microtunneling Plans and Profiles
71
Construction Management Memo
Bay Bridge Pump Station Replacement
Project No. 5-67
iii October 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
72
Construction Management Memo
Bay Bridge Pump Station Replacement
Project No. 5-67
1-1 October 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.
73
Construction Management Memo
Bay Bridge Pump Station Replacement
Project No. 5-67
2-1 October 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 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. The
Temporary, Non-Exclusive and Revocable License Agreement between the City and OC San for the
Lower Castaways Park land use has been executed and included in Appendix B. The use of Lower
Castaways Park shall follow provisions in the executed license agreement.
OC San Treatment Plant No. 2 – OC San will provide 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.
74
TRANSFORMERACCESS HATCHGENERATOR ROOMRAISED PLATFORMELECTRICAL ROOMODOR CONTROL AREAPUMP STATION (BELOW GRADE)NORTH GATE24' WIDE SWING GATESOUTH GATE24' WIDE SWING GATEWEST GATE18' WIDE CANTILEVER SLIDING GATEMANHOLE COVERS, TYP.SEE STRUCTL DWGSRAISED PLATFORM45.57'16.23'9.52'TOW = 29.33'PEDESTRIAN GATE8' HIGH WALL10' HIGH WALL8' HIGH WALLF U T U R E A C C E S S R O A DPACIFICCOASTHIGHWAY(E) BUILDING STRUCTURE OUTLINE10' HIGH WALL8' HIGH WALL10' HIGH WALL15' HIGH WALL15' HIGH WALLA20011A20012A20013A20014173.84'57.26'18.00'4.44'EXTERIOR WALL BOUNDARYSWITCHBOARD106.32'133.53'39.48'24.00'43.99'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 = 22.00'9TOW = 24.67'TOW = 29.33'5.07'TOW = 23.33'TOW = 23.33'TOW = 29.33'TOW = 29.33'SWITCHBOARDPLATFORM(REMOVABLE)SCALE: 1/8" = 1'-0"SITE PLANPROJECT SITE LAYOUTFIGURE2-1ORANGE COUNTY SANITATION DISTRICTBAY BRIDGE PUMP STATION REPLACEMENT PROJECT NO. 5-6775
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 DISTRICT
BAY BRIDGE PUMP STATION REPLACEMENT
PROJECT NO. 5-67
76
42SEW(C)42SEW(C)24SD(C)
24SD(C)
30SD(C)30SD(C)30SD(C)
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CAB
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42SEW(C)42SEW(C)24SD(C)
24SD(C)
30SD(C)30SD(C)30SD(C)
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CAB
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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
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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'NORTHLEGEND
RIGHT-OF-WAY BOUNDARIES
STREET CENTERLINE
EXISTING OCSD FORCE MAIN
MICROTUNNELING
2-3
MICROTUNNELING CONSTRUCTION
LAYDOWN AREA
77
1 miN➤➤NOFFSITE STAGING AREAALTERNATIVESFIGURE2-4ORANGE COUNTY SANITATION DISTRICTBAY BRIDGE PUMP STATION REPLACEMENT PROJECT NO. 5-67Orange CountySanitation DistrictTreatment Plant No. 2LowerCastawaysParkBay BridgePump Station78
Construction Management Memo
Bay Bridge Pump Station Replacement
Project No. 5-67
3-1 October 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.
79
Construction Management Memo
Bay Bridge Pump Station Replacement
Project No. 5-67
3-2 October 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.
80
Construction Management Memo
Bay Bridge Pump Station Replacement
Project No. 5-67
3-3 October 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.
81
Construction Management Memo
Bay Bridge Pump Station Replacement
Project No. 5-67
3-4 October 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).
82
Construction Management Memo
Bay Bridge Pump Station Replacement
Project No. 5-67
3-5 October 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.
83
Construction Management Memo
Bay Bridge Pump Station Replacement
Project No. 5-67
4-1 October 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
Noise Parameter Work Hour Requirement
Work Hours
Reference to Appendix A Construction Management
Summary for specific work hours per construction
activities.
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 Operation Not permitted between 5:30 p.m. and 7:00 a.m.
Maximum Noise Level at Property Line Not to exceed 60 dB (provide noise barriers as
necessary)
Generator Noise Level Not to exceed 85 dB at 3 feet (55 dB at 100 feet)
84
Construction Management Memo
Bay Bridge Pump Station Replacement
Project No. 5-67
4-2 October 2023
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:
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 barrier if night work is anticipated. The most likely
area to install the sound barrier is south of the Pacific Coast Highway along the pedestrian access adjacent to the
existing valve vault. Work in this area includes the receiving shaft, tie-ins to existing FM, and demolition of the
existing valve vault.
85
Appendix A
A October 2023
Construction Management Summary and Schedule
86
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
(Per CNB Construction Noise Regulation)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
(Per CNB Construction Noise Regulation)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
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
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
2023-10-16 1 of 187
INTENTIONALLY BLANK PAGE88
Appendix B
B October 2023
Executed Temporary, Non-Exclusive and Revocable License
Agreement for Use of City Property
89
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 October, 2023 ("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. The City Council has 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.
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.
90
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 use of the License Area as a temporary construction staging
site for a term starting on the Commencement Date and ending on the expiration or
sooner termination of this Agreement. The "Commencement Date" shall be thirty (30)
calendar days after the City receives written notice from Licensee that Licensee has
received all necessary permits and approvals for the Project and has selected a
contractor for the Project.
1.2 When directed pursuant to written notice in accordance with Section 14,
Licensee shall relocate its office trailers, equipment and materials to a different part of the
Property.
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.
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
Orange County Sanitation District Page 2
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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 shall not enter upon and use the License Area before the
Commencement Date.
7 .1.2 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.
Licensee shall maintain the License Area free from waste, debris, hazards or risks
to public health, safety or welfare at all times.
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7.1.3 Licensee shall not use or permit the use of the License Area for any
unlawful purpose.
7.1.4 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.
7.1.5 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.
7.1.6 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. 7 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 Commencement 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 Commencement Date and submit such documentation
to the City.
7 .1.8 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.
7.1.9 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
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
Orange County Sanitation District Page 4
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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.
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)
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calendar days after the Commencement 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.
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
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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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14. RELOCATION
14.1 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.
14.2 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 office
trailers, 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. City's right to change the boundaries of the License Area or its
location within the Property shall be in its sole and absolute discretion.
14.3 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.
17. ADMINISTRATION
This License will be administered by the Community Development Department.
The Community Development Director or its designee shall be the License Administrator
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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,
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,
Orange County Sanitation District Page 9
98
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 Commencement 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,
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
Orange County Sanitation District Page 10
99
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.
Orange County Sanitation District Page 11
100
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
Orange County Sanitation District Page 12
101
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.
Orange County Sanitation District Page 13
102
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
Orange County Sanitation District Page 14
103
(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]
Orange County Sanitation District Page 15
104
IN WITNESS WHEREOF, the parties have caused this Agreement to be executed
on the dates written below.
CITY OF NEWPORT BEACH,
A California municipal corporation
Date: 1/ Vb/U>Jr3
APPROVED A.S TO FORM:
CITY ATTORNEY'S OFFICE
Date: 8 • ~0-2-.3
ATTEST:
Date: -------
By: _________ _
Leilani I. Brown
City Clerk
LICENSEE: ORANGE COUNTY
SANITATION DISTRICT, a California public
body
Date: ---------
By: ____________ _
Chad P. Wanke
Board Chairman
APPROVED AS TO FORM:
Date: -------
By: __________ _
Adriene Plescia Lynch
Alston & Bird LLP
ATTEST:
Date: ---------
By: _________ _
Kelly A. Lore
Clerk of the Board
[END OF SIGNATURES]
Attachments: Exhibit A:
Exhibit B:
Exhibit C:
Orange County Sanitation District
Depiction of Property
Depiction of License Area
Insurance Requirements
Page 16
105
IN WITNESS WHEREOF, the parties have caused this Agreement to be executed
on the dates written below.
CITY OF NEWPORT BEACH,
A California municipal corporation
LICENSEE: ORANGE COUNTY
SANITATION DISTRICT, a California public
Date: _______ _
By: _________ _
Grace K. Leung
City Manager
APPROVED AS TO FORM:
CITY ATTORNEY'S OFFICE
Date: (i". 3,CJ.Z--)
By: --_,_d_~~~-e::,2::'.:~:__
,,,<'
8it Attar
ATTEST:
Date: ______ _
By: _________ _
Leilani I. Brown
City Clerk
body «:\ I Q.1-l ~ 0'.22, Date: ______ \ ______ ;;:..
·-, ,,
By: L--?d---
ChaaP. Wanke
Board Chairman
APPROVED AS TO FORM:
Date: f' f·23
ATTEST:
Date: 'I (~1-l~O'.l~
By: I ~f11'16tt= for Kelly A. Lore
Clerk of the Board
[END OF SIGNATURES]
Attachments: Exhibit A:
Exhibit B:
Exhibit C:
Orange County Sanitation District
Depiction of Property
Depiction of License Area
Insurance Requirements
Page 16
106
EXHIBIT "A"
Depiction of Property
Orange County Sanitation District Page A-1
107
0
100
Feet
200
Disclaimer: ff rt has been mads to assure the Every reasonable e o 'd d however The City of
accuracy of the data irro~p~oyees and ~gents
Newport Beach andll s e onsibillty from or relating to disclaim any and a r_es_p
any results obtained in its use.
108
EXHIBIT "B"
Depiction of the License Area
Orange County Sanitation District Page B-1
109
0
D -100
Feat
200
Disclaimer:
Every reasonable effort has been made to assure the
accuracy of the data provided, however, The City of
Newport Beach and its employees and agents
disclaim any and all responsibility from or relating to
any results obtained in its use.
110
II
0
Area: 18,374.97 ft'
Perimeter: 648.76 11
0
40
Feel
Disclaimer:
Every reasonable effort has been made to assure the
accuracy of the data provided, however, The City of
Newport Beach and Its employees and agents
disclaim any and all responsibility from or relating to
any results obtained In Its use.
111
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 Liabilittlnsurance. 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
Orange County Sanitation District Page C-1
112
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.
Orange County Sanitation District Page C-2
113
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 ( 1 O) 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
Orange County Sanitation District Page C-3
114
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.
Orange County Sanitation District Page C-4
115
Appendix C
C October 2023
Microtunneling Plans and Profiles
116
MATCHLINE STA 17+00SEE DRAWING C1102CONSTRUCTION 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 AFTERINSTALLATION 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 C5005FOR STD.
53 INCLUDE EXISTING SURVEY PNT 248 AS PART OF MONITORING PROGRAM.
28W(D)
28W(D)
28W(D)
28W(D)
28W(D)28W(D)28W(D)28W(D)28W(D)28W(D)28W(D)28W(D)28W(D)
28W(D)
28W(D)
28W(D)
28W(D)
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24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)24SSFM(D)
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1G(B)1G(B)1G(B)1G(B)1G(B)T(D)
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FO(C)
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TE(B)T(D)EE(B)E(B)
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E(B)
E(B)
W
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D
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D)
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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° RTN 2,171,857.38
E 6,057,348.55
10+00
15+00 16+00
17
11+00
12+00
13+00
14+00
STA 9+72.90DEFL 45° LT
N 2,171,842.03E 6,057,366.15
HWY
143+00
144+00 145+00 146+00
147+00
6 STA 11+73.92 ECN 2,171,871.46E 6,057,564.62
(BEGINNING OF MTCURVE)STA 14+02.33 BCN 2,171,933.06
E 6,057,784.57(END OF MT CURVE)
STA 0+60.40 (P1)
JOIN TO EXISTING
36" SEWER FORCE MAINN 2,171,828.41
E 6,057,360.17CALTRANS STA:
139+96.0, PM 18.44
1
STA 0+64.73 (P1)
DEFL 60° LTN 2,171,827.94
E 6,057,364.47
STA 0+80.00 (P1)
DEFL 48° RTN 2,171,840.28
E 6,057,373.47
139+00
LOWER NEWPORT BAY CHANNELPRIVATEUSACE23 2 3
ABANDONEDDOCK/PIERS (UNK
LOCATION AND DEPTH)PRIVATEUSACEPRIVATECALTRANS
USACE
ABANDONEDBRIDGE
FENDER/PIERS
SEE NOTE 24
ENLARGEDDETAIL
EXIST SFM
STA 10+00.00CL CASING
N 2,171,843.58E 6,057,393.23
10
1010
6
PUECALTRANS
USACE
NOTE 2
A
B
VALVE VAULT
ABANDONMENT
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+45.02FORCE MAIN 2
N 2,171,857.06E 6,057,344.02
JOIN TO EXISTING 32"
SEWER FORCE MAINCALTRANS
STA:139+91.00PM 18.43
PNT 248
BM 3K-24A-820N 6,057,471.67
E 2,171,895.31EL 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 PIERHEAD LINESTA 10+54.98 BC
N 2,171,849.24E 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 S6281N 2,171,844.04
E 6,057,157.79(PUNCHED
ROUND HEADSPIKE WITH
WASHER)
NORTH ARM NEWPORT BAYBRIDGE CONTRACT 07-280204
PROFILE
VERT: 1" = 10' HORIZ: 1" = 40'
BBL
PROP
EXIST DUAL
24" DIP SFM
EXISTING DUAL 24" ML CSP SFM
LINED WITH 22" NOMINAL POLYETHYLENE PIPE (SDR 26)ST LTCOMET10' MIN CLREXISTING 32" HDPE SFM
1 2 3
LOWER NEWPORT BAY CHANNEL (USACE JURISDICTION)CALTRANS RIGHT OF WAY
EXIST
VALVEVAULT
(BEYOND)
EXIST GRADEOVER CL PIPE
ABANDON BRIDGEABUTMENT/PILES
EXIST
SLURRYBACKFILL
EXIST THRUST
BLOCK (TYP)
EXIST 32"HDPE SFM
BACKFILLEDWITH 2 SACK
SLURRY EXIST DUAL 24"SEE NOTE 2
8 24" SFM24" SFMEFENCE32" SFMFENCEEXIST DUAL 24"
(BEYOND)
10 1010
11
SEE
NOTE 1
DOCK PIER, UNKNOWN
DEPTH AND LOCATION
SEE NOTE 3
10ST LT32"FMPH-31-TOPENC 2.0'FENDER PIERS (BEYOND)
SEA LEVEL
(VARIES)PRIVATEUSACE24"SFMIE -19.0 (AS-BUILT)IE -16.6± (ADJ)24"SFMIE -11.89 (AS-BUILT)IE -9.5± (ADJ)USACE24" SFMIE -11.89 (AS-BUILT)
IE -9.5± (ADJ)FENCE24"SFMIE 2.49 (AS-BUILT)IE 4.9± (ADJ)CALTRANSIN EL -35.56(TUNNEL)
DIRECTION OFTUNNEL DRIVE
STA 9+96.00INV EL 0.50STA 9+45.02INV EL 7.0±STA 10+00.00
INV EL -36.00(TUNNEL)
STA 9+96.00INV EL -34.50 STA 9+80.00INV EL 0.50STA 9+72.90INV EL 6.30CATV-PH-24TOP 2.7'32" FM(ABAN)PH-25, TOP 6.9'STA 16+85STA 11+04PILE 1PILE 5S = -0.0015
S=
-0.0104
S=-0.8169
24" SFMNOTES:
1 MICROTUNNELING SHAFT LOCATION SHOWN ON DRAWING ISSCHEMATIC ONLY. CONTRACTOR TO DETERMINE ACTUAL SHAFT
DIMENSIONS AND LOCATION. STAY WITHIN THE OC SAN PROPERTYAND CALTRANS RIGHT-OF-WAY.
2 THE EXISTING DUAL 24" FORCE ARE ACTIVE. PROTECT IN PLACEDURING ALL MICROTUNNELING AND ALL PUMP STATION WORK.
COMPLETE THE INSTALLATION AND ABANDONING OF THE EXISTINGFORCE MAINS PRIOR TO ABANDONING THE EXISTING FORCE MAINS.
3 THE THICKNESS AND LOCATION OF THE EXISTING CONCRETE ROADSLAB IS UNKNOWN (ASSUME THE SLAB IS 12-INCHES THICK AND 280
SF AREA). REMOVE AND DISPOSE OF INTERFERING PORTIONS OFCONCRETE. 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) ALLENCOUNTER THE CONCRETE SLAB WHERE THE PROPOSED TUNNEL
SHAFT IS TO BE INSTALLED. POTHOLE AREA AS REQUIRED TO
DETERMINE THICKNESS, AREA OF CONCRETE LIMITS, AND STEELREINFORCEMENT TWELVE WEEKS AFTER NOTICE TO PROCEED.
REPORT ALL DATA AND PROVIDE TO OWNER TWO WEEKS AFTERCOMPLETION OF WORK.
24 BRIDGE PILE LOCATIONS AND DEPTHS ARE APPROXIMATE AND AREBASED ON THE CALTRANS BRIDGE RECORD DRAWINGS FROM 1932.
VERIFY PILE LOCATIONS.
C1101
PLAN AND PROFILE - 1STA 9+45 TO STA 17+00
ALAN PROCTOR
PRAVEEN YERRA
40' 80'0'40'
SCALE: 1" =40'
A
1 2 345 678910
B
C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\alan.proctor\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\BID SET\AutoCAD\SHEETS\CIVIL\5-67-C1101.dwgDATE: Jul 24, 2023 11:11am USER: Alan.ProctorDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
BID SET
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
302OFSHEET NO.:
DOVER DRIVE
Underground Service Alert
Call:811
CALTRANS EA 0U4400, PROJECT ID 1223000091, PROJECT SPONSOR: OCSD. DISTRICT 12, ORANGE COUNTY, ROUTE 1 PACIFIC COAST HIGHWAY FROM PM 18.43 TO PM 18.70117
SEE DRAWING C1101MATCHLINE STA 17+00CONSTRUCTION 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)
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28W(D)
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)
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)
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)
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D
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J FO(D
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ST(D)
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ST(D)
ST(D)
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D
)
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ST(D)
S
21SEW(D)21SEW(D)21SEW(D)21SEW(D)21SEW(D)21SEW(D)21SEW(D)21SEW(D)21SEW(D)21SEW(D)21SEW(D)21SEW(D)
24W(D)24W(D)24W(D)24W(D)
24W(D)24W(D)24W(D)24W(D)24W(D)
24W(D)
PACIFI
C
COAS
T
0
18+00
19+00
20+00
21+00 22+00 23+00
HWY
STA 18+78.74 BC
N 2,171,927.08E 6,058,255.21
(END OF MT CURVE)
2 3
PRIVATE
PRIVATE
PRIV
A
T
E
ABANDONED BRIDGE
FENDER/PIERS (TYP)
ENLARGED DETAILAND DEMOLITION
PLAN
EXIST SFM
SEE NOTE 2
148+00
149+00
150+
0
0
151+
0
0
152+
0
0
153+0
0
155+00
156+00
154+00
SEE NOTE 4
OC SA
N
PRIVAT
E
EXIST OC SAN PSPROPERY BOUNDARY
EXIST OC SAN PS
CALTRA
N
S
PRIVATE
STA 23+10.22 BK=
STA 23+08.00 AHEND OF CASING
N 2,171,945.21E 6,058,683.70
STA 23+31.77DEFL 90° LT
N 2,171,942.66E 6,058,706.77 STA 23+61.51DEFL 90° LT
N 2,171,971.66E 6,058,713.41
STA 23+67.02
FORCE MAIN 2N 2,171,972.93
E 6,058,708.05
2 3
SEE NOTE 1
5
PRIVATE PROPERTY
9
10
10
EXIST SFM
SEE NOTE 2
12' EX OCSD ESMTSTA 21+13.87 EC
N 2,171,919.05E 6,058,489.10
(BEGINNING OF MT CURVE)12' EXISTOCSD ESMT20' PROP SSESMT PERMPRIV
A
T
E
CALT
R
A
N
S12' EXISTOCSD ESMT5' DRAINAGE ESMT15' PROP SSESMT PERMPRIVATE 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+98PM 18.1
R-21-003
R-21-004
R-21-006
R-21-007
R-21-008
MW
A-21-005
PH-3PH-7 PH-6PH-6.1PH-10
PH-21PH-21A
PH-20
PH-17PH-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
CAL
T
R
A
N
S
EASEMENT PLAN
STA 17+82.16 ECN 2,171,946.39
E 6,058,161.04(BEGINNING OF MT
CURVE)
STA 23+12.26DEFL 22.5° RTN 2,171,947.02E 6,058,687.76CALTRANS STA:
153+79.16PM 18.70
51
52
51
52
51
51
CL STREET INT OF PCH ANDBAYSIDE DRIVE
OCS GPS NO. 6280N 2,171,834.16
E 6,059,063.15(ROUND HEAD SPIKE WITH
PUNCH AND WASHER)SEE DRAWING C1101MATCHLINE STA 17+00 PROFILE
VERT: 1" = 10' HORIZ: 1" = 40' 24" WEXISTING DUAL 24" DIP SFM30"SDEFOST LTCATV2 3 4
CALTRANS RIGHT OF WAYPRIVATE PROPERTY OC SAN PROPERTY
PROPOSED
WETWELL WALLTEXIST GRADE
OVER CL PIPE
SCE VAULT
EXIST DUAL 24"
(BEYOND)SEE NOTE 2ST LTTEXIST THRUST
BLOCK (TYP)PRIVATECALTRANSFENCECALTRANSOC SAN1010
10 SEE NOTE 1
EXISTING DUAL 24" ML CSP SFM
LINED WITH 22" NOMINAL POLYETHYLENE PIPE (SDR 26)ST LT10' MINCLRSTA 18+93IN EL -35.56(TUNNEL)
S = -0.0015
STA 23+10.00
INV EL -38.00 (TUNNEL)
DIRECTION OF
TUNNEL DRIVE
STA 23+33.99INV EL -10.00
STA 23+68.90INV EL -2.63
PROP 4
8"
S
S I
N
L
E
T
INV EL -
4.
5
±
STA 23+56.22
INV EL -10.00
PCH STREET CLSTA 151+96PM 18.1
24"SFM
IE +2.0 (AS-BUILT)IE +4.4± (ADJ)24"SFM24"SFMSTA 23+67.40
INV EL +2.412-4"T-PH-02TOP 4.2'SEE NOTE 1824" W-PH-6TOP 4.0'27" SFM(ABAN)PH-6.1TOP 7.9'27" SFM(ABAN)PH-7TOP 9.1'ELECPH-13TOP OFENC 4.0'24"SFMPH-20, 21ATOP 6.1'STA 23+63.38INV EL -2.63
S=+1.0293PROP 16" RC7
STA 23+14.48
INV EL -36.50S = +1.3583S = 0.00PROP 8" SD4"T - SEENOTE 184"TPROP 8" SD48"S (TEMP)PROP 1"CHPROP 8" SPROP 16" AIRPROP ENOTES:
1 MICROTUNNELING SHAFT LOCATION SHOWN ON DRAWING IS
SCHEMATIC ONLY. CONTRACTOR TO DETERMINE ACTUAL SHAFTDIMENSIONS 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.
C1102
PLAN AND PROFILE - 2STA 17+00 TO STA 20+56
ALAN PROCTOR
PRAVEEN YERRA
40' 80'0'40'
SCALE: 1" =40'
A
1 2 345 678910
B
C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\alan.proctor\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\BID SET\AutoCAD\SHEETS\CIVIL\5-67-C1102.dwgDATE: Jul 24, 2023 10:35am USER: Alan.ProctorDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
BID SET
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
302OFSHEET NO.:
Underground Service Alert
Call:811
CALTRANS EA 0U4400, PROJECT ID 1223000091, PROJECT SPONSOR: OCSD. DISTRICT 12, ORANGE COUNTY, ROUTE 1 PACIFIC COAST HIGHWAY FROM PM 18.43 TO PM 18.70118
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
119
INTENTIONALLY BLANK PAGE120
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122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
INTENTIONALLY BLANK PAGE138
Attachment No. PC 5
Environmental Impact Report and
Subsequent Addendum
139
INTENTIONALLY BLANK PAGE140
EIR No. 5-67
Available separately due to bulk at:
https://www.ocsan.gov/home/showpublisheddocument/21159/636976643775800000
Addendum to EIR No. 5-67
Available separately due to bulk at:
https://www.ocsan.gov/home/showpublisheddocument/34145/638253730131970000
141
INTENTIONALLY BLANK PAGE142
Attachment No. PC 6
Applicant’s Project Description
143
INTENTIONALLY BLANK PAGE144
Bay Bridge Pump Station Replacement
Project No. 5-67
Project Description and Justification (Updated November 2023)
Orange County Sanitation District (OC San) owns, operates, and maintains the wastewater pump stations
and 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) conveys approximately half the
wastewater flow generated in the City and the wastewater will eventually be treated at OC San Plant
No.2. The locations of the existing and proposed pump stations are shown on Figure ES-1 and Figure
ES-2.
The existing BBPS was constructed in 1966 (Project No. 5-12) and upgraded in 1995 with new pumps,
piping and ventilation modifications, structural upgrades, architectural revisions, and a standby generator
(Project 5-33). In 2014, another pump was added for increased capacity and reliability (under Project 5-
60). The existing BBPS has been over 50 years and requires replacement.
The Bay Bridge Pump Station Replacement Project (Project 5-67) includes the replacement of both the
pump station and the associated force mains. The work includes demolition of the existing pump station
building, construction of a new underground pump room (approximately. 2,500 sf), and above grade
facilities consisting of an electrical room, an odor control facility, and a generator room (three buildings;
totaling approximately 3,630 sf). The new dual force main alignment is approximately 1,300 linear feet
and is located adjacent to the existing force mains.
The following section provides justification and response to findings in accordance with the City’s August
3, 2023 request:
a. Site Development Review (20.52.080.F):
Finings and Decision. The review Authority may approve or conditionally approve a site development
review application, only after first finding that the proposed development is:
1.Allowed within the subject zoning district
A wastewater pump station is allowed within the subject zoning district per Back Bay
Landing Planned Community Development Plan (PC-9), Planning Area as identified in Table
2, Permitted Uses under Section III.
2.In compliance with all of the applicable criteria identified in subsection (C)(2)(C) of [Site
Development Reviews 20.52.080]
i. Compliance with this section, the General Plan, this Zoning Code, and applicable
specific plan, and other applicable criteria and policies related to the use or structure
The project compliances with the General Plan, Newport Beach Municipal Zoning
Code, Back Bay Landing Planned Community Development Plan (PC-9), and
California Building Code.
145
Bay Bridge Pump Station Replacement
Project No. 5-67
ii. The efficient arrangement of structures on the site and the harmonious relationship
of the structures to one another and to other adjacent developments; and whether
the relationship is based on standards of good design.
The overall layout of structures on the site is dictated by phased construction and
service vehicle maneuvering requirements. The structures have been split into two
to allow for construction of new pump station before replacing the old one with
odor control facility, and allow service vehicle to maneuver between the two. The
structures are efficiently arranged on a small site to meet minimum clearances. To
create a harmonious relationship of the structures, the design applies an integrated
approach and creates a cohesive identity to the split building structures and
perimeter walls around the site. With break-down massing, coastal architecture
features, and nature inspired materials, the project blends into nearby commercial
context and coastal environment with good design strategies and compatible
aesthetic qualities.
iii. The compatibility in terms of bulk, scale, and aesthetic treatment of structures on
the site and adjacent development and public areas
The structure design recognizes the light nature of many modern beach structures
with cantilevered roof overhang in low profile, simple building façade composition
of base and top, and dynamic integration of materials and details inspired by
coastal context. The structure is designed with minimum size and height by
functional and security requirement, minimizing visual impact and maximizing
unobstructed public views through the site. The building employs light materials at
the building tops and heavier materials for the base to break down its scale.
Features such as roof overhang, awning canopy and window headers create
shadows and details on building façade that recognizes the breezes and sun that
characterize the ocean setting. These architectural devices also blend well into the
commercial mixed-use context around the site. Inspired by the coastal bluffs
nearby, the bulk of perimeter wall has been broken down into layered and stacked
format with a mix of stone and stucco in sandy colors. Together with native plants
proposed along the sidewalk, it turns an otherwise passive uniform perimeter wall
into a positive interface with pedestrians and surrounding public areas.
iv. The adequacy, efficiency, and safety of pedestrians and vehicular access, including
drive aisles, driveways, and parking and loading spaces
The project is normally unoccupied and not intended to be accessible by the public
except regular maintenance crew and vehicles. The proposed accesses are dictated
by minimum service vehicle requirements that can be safely used. Sidewalks will
be restored to ADA compliant width following project completion.
146
Bay Bridge Pump Station Replacement
Project No. 5-67
v. The adequacy and efficiency of landscaping and open space areas and the use of
water efficient plants and irrigation materials
All plants are low water drought tolerant plants once established. The following
palette will be used:
Open space is maintained between the structures to allow maintenance access,
facilitate phased construction, and preserve views. Open spaces will not be open
to the public.
vi. The protection of significant views from public right-of-way and compliance with
Section 20.30.100 (Public View Protection).
The structure is designed with minimum size and height by functional and security
requirement, to minimize visual impact and maximize unobstructed public views
through the site. The structure does not obstruct the public view corridors
identified in PC-9. Visual Impact Analysis figures have been prepared and included
in the application submittal.
3.Not detrimental to the harmonious and orderly growth of the City, nor endangers,
jeopardizes, or otherwise constitutes a hazard to the public convenience, health, interest,
safety, or general welfare of persons residing or working in the neighborhood of the
proposed development.
The project provides essential infrastructure to the community and contributes to the
harmonious and orderly growth of the City. Strict measures have been implemented to
mitigate odors and noise from the site. For odors, an odor control facility for both liquid and
vapor phase treatment is included. For noise, equipment with lower noise is specified and
generally located away from the property line. The standby generator (highest noise
producer onsite) has been enclosed in a building with sound attenuation panels.
147
Bay Bridge Pump Station Replacement
Project No. 5-67
b. Back Bay Landing Site Development Review (PC 9 Section VII, Letter C)
1.The development shall be in compliance with the General Plan, Coastal Land Use Plan, Back
Bay Landing Planned Community Development Plan, including design guidelines, and any
other applicable plan or criteria related to the development
The project compliances with the General Plan, Coastal Land Use Plan, Back Bay Landing
Planned Community Development Plan (PC-9).
2.The development shall not be incompatible with the character of the neighboring uses and
surrounding sites;
The development provides essential infrastructure to adjacent neighborhood and
aesthetically compatible with the neighboring uses by applying coastal building features and
nature inspired materials.
3.The development shall be sited and designed to maximize the aesthetic quality of the project
as viewed from surrounding roadways, properties, and waterfront, with special
consideration given to providing a variety of building heights, massing, and architectural
treatments to provide public views through the site;
The structure design recognizes the light nature of many modern beach structures with
cantilevered roof overhang in low profile, simple building façade composition of base and
top, and dynamic integration of materials and details inspired by coastal context. The
structure is designed with minimum size and height by functional and security requirement,
minimizing visual impact and maximizing unobstructed public views through the site. The
building employs light materials at the building tops and heavier materials for the base to
break down its scale. Features such as roof overhang, awning canopy and window headers
create shadows and details on building façade that recognizes the breezes and sun that
characterize the ocean setting. These architectural devices also blend well into the
commercial mixed-use context around the site. Inspired by the coastal bluffs nearby, the
bulk of perimeter wall has been broken down into layered and stacked format with a mix of
stone and stucco in sandy colors. Together with the native plants proposed along the
sidewalk, it turns an otherwise passive uniform perimeter wall into a positive interface with
pedestrians and surrounding public areas.
4.Site plan and layout of buildings, parking areas, pedestrian and vehicular access ways,
landscaping and other site features shall give proper consideration to functional aspects of
site development;
The overall layout of structures on the site is dictated by phased construction and service
vehicle maneuvering requirements. The structures have been split into two to allow for
construction of new pump station before replacing the old one with odor control facility,
and allow service vehicle to maneuver between the two. The structures are efficiently
arranged on a tight site to meet minimum clearances.
148
Bay Bridge Pump Station Replacement
Project No. 5-67
5.The development shall not be detrimental to the harmonious and orderly growth of the City,
or endanger, jeopardize, or otherwise constitute a hazard to the public convenience, health,
interest, safety, or general welfare of persons residing or working in the neighborhood of the
proposed development.
The project provides essential infrastructure to the community and contributes to the
harmonious and orderly growth of the City. Strict measures have been implemented to
mitigate odors and noise from the site. For odors, an odor control facility for both liquid and
vapor phase treatment is included. For noise, equipment with lower noise is specified and
generally located away from the property line. The standby generator (highest noise
producer onsite) has been enclosed in a building with sound attenuation panels.
c. Coastal Development Permit (21.52.015.F)
F. Findings and Decision. The review authority may approve or conditionally approve a coastal
development permit application, only after first finding that the proposed development:
1. Conforms to all applicable section of the certified Local Coastal Program
See discussion in Sections ‘a’ and ‘b’ above on Back Bay Landing Planned Community
Development zoning requirements.
2. Conforms with the public access and public recreation policies of Chapter of the
Coastal Act if the project is located between the nearest public road and the sea or
shoreline of any body of water located within the coastal zone.
The project conforms with the public access. The project is NOT located between the
nearest public road and the sea or shoreline of any body of water located within the
coastal zone.
The following discussion is specific to the City of Newport Beach Coastal Land Use
Plan:
Land Use Policies for Back Bay Landing Area – Section 2.1.9 of the LCP identifies
Back Bay Landing land use requirements (Policies 2.1.9-1 thru 2.1-9-5). The
policy requires coastal-dependent, coastal-related and visitor-serving
development. The project architecture is coastal inspired and it serves visitors
as well as residents of the City by providing an essential utility.
The Policy also requires public bayfront access, particularly for pedestrians. The
project includes a shared access easement to allow public access but also
availability for maintenance vehicles to enter and exit the pump station site.
Hazards Analysis – Section 2.8.1 of the LCP identifies hazards and implements
policies to reduce the potential risks to life and property. The project has
evaluated the various hazards and integrated mitigation measures as follows:
149
Bay Bridge Pump Station Replacement
Project No. 5-67
(1) tsunami inundation, sea level rise, and flooding – all critical facilities will be
constructed at elevation 15.5 to mitigate flooding. See Coastal Hazards Analysis
memo dated October 2023 included with these responses; (2) geologic and
seismic – the facility is designed based on California Building Code, 2019 Edition,
specifically Risk Category IV, Site Class D, Seismic Design Category D.
Additionally, liquifiable soils are being mitigated by this project by ground
improvements; (3) fire – facilities are constructed with noncombustible material
(concrete, masonry, aluminum, steel)
Shoreline Access – Section 3.1.1 of the LCP requires developments not interfere
with the public’s right to access the sea (waterway) and maintenance of public
access from the nearest public roadway to the shoreline. This project maintains
a continuous access to the waterway throughout construction and has no
impact to public access to the waterway once construction is completed.
150
Attachment No. PC 7
Project Plans
151
INTENTIONALLY BLANK PAGE152
PB
PBPB
PB
CONC.
PCH
CON
CB DWY
24W(D)
24W(D)
24W(B)
24W(B)
24W(B)
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24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
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24W(B)
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24W(B)
24W(B)
24W(B)
24W(B)24W(B)24W(B)24W(B)24W(B)24W(D)24W(D)21SEW(C)224SD(C)24SD(C)24SD(C)24SD(C)24SD(C)24SD(C)18SD(C)18SD(C)18SD(C)D(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)C)18SD(C)30W(
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TS(B)
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TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)
D
S
ELECTRICAL ROOM
FF=15.50
ODOR CONTROL AREAFF=14.00121111 1413
12
1315
131617GENERATOR ROOM
FF=14.17
OC SAN
PRIVATE
CALTRANS
CALT
R
A
N
S
PRIVA
T
E
P
R
O
P
E
R
T
Y
PRIVATE
EXIST OC SAN PS
PROPERY BOUNDARY
PRIVATE PROPERTY
PAD=15.50
FS=11.80
FS=13.75
INV=8.00
FS=13.50
FS=13.50
FS=13.50±
MATCH EX.
FS=13.25±
MATCH EX.
FG=11.65
TW=16.95
MATCH EX.
FG=16.65
PAD=14.00
FS=12.45
FS=12.85
G.B.FL=12.82FL=12.98
FL=12.06
FL=12.14
FS=14.00
FS=12.00
FS=11.80
FS=11.50
EX. 18" RCPINV(S)=8.03
INV(E)=8.53
FS=13.50
FS=13.40
FS=13.50
FS=13.55
FL=13.15
FL=13.05
FS=13.00
FS=13.60
FS=13.15
FS=12.85
FL=12.46
MATCH EX.
FS=13.50
FS=13.30
FS=13.25
FS=13.25
FG=15.00
FS=11.70
PROTECT EXISTING
CATCH BASIN IN PLACE
INV=8.00
FS=14.13
FS=13.55 FS=13.35
FS=12.60
FS=12.30
FL=13.302%1%2%FS=13.15
INV(E)=10.50
INV(S)=9.00
INV=10.89±
MATCH EX.
INV=8.00
FS=13.50
FG=14.00
FS=12.00
1%
FS=13.67
FS=13.67
FS=13.67
FL=13.24
MATCH EX.
STORM DRAIN C
PROFILE
6"HDPE (SD)
6"HDPE (SD)
8"HDPE (SD)
STORM DRAIN DPROFILE6"HDPE (SD)
1/2"CU (POTW)
8"HDPE (SD)
STORM DRAIN B
PROFILE
FL=11.78
8"HDPE (SD)
8"HDPE (SD)
STORM DRAIN EPROFILE
6"HDPE (SD)
FS=13.96
STORM DRAIN A
PROFILE
STORM DRAIN A
PROFILE
STORM DRAIN APROFILE
18"RCP (SD)
14
17 1
2
3
4
3
7
4
18
9
10
5
12
13
16
11
7
19
20
20
21
5
21
21
21
21
1
17
3
7
16
2
9
10
8
16
2
15
16
18
6
FS=13.95
6"HDPE (SD)
6"HDPE (SD)
FS=13.20
FS=11.60
ACCESS ROAD - BY OTHERS
MH-1
N:2172041.06E:6058631.44
RIM=13.15INV IN=10.52
INV OUT=10.42
10 CB-1N:2172025.01
E:6058699.66RIM=13.20
INV OUT=11.15
FS=13.15
CB-5N:2171970.24
E:6058615.60RIM=11.40
INV=9.00
10
CB-2
N:2171966.44E:6058613.04
RIM=11.50INV IN=9.73
INV OUT=9.63
13CB-3N:2171942.25
E:6058705.02RIM=13.50±
INV(W)=8.78INV(S)=8.68
CB-6
N:2171952.08E:6058766.92
RIM=13.25INV 6-IN(NW)=5.77
INV 6-IN(SW)=6.96
INV 6-IN(N)=7.80INV 8-IN(S)=2.50
CB-4N:2172001.70
E:6058721.68RIM=12.90
INV=8.50
MH-2
N:2171963.84E:6058740.37
INV (W)=7.50INV (N)=7.08
INV (E)=6.50
22
22
22
22
22
22
STORM DRAIN B
PROFILE22
FL=13.17
FL=13.12
FL=12.22
FL=11.42
FS=15.46
FS=15.46 23 TYP.
23 TYP.
FS=13.25
C1003
GRADING AND DRAINAGE PLAN
ALAN PROCTOR
PRAVEEN YERRA
10' 20'0'10'
SCALE: 1" = 10'
A
1 2 345 678910
B
C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\alan.proctor\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\DS3\AutoCAD\SHEETS\CIVIL\5-67-C1003.dwgDATE: Jan 17, 2023 6:18pm USER: Alan.ProctorDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3JANUARY 2023NOT FOR
CONSTRUCTION
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
Underground Service Alert
Call:811
CONSTRUCTION NOTES:
1 CONSTRUCT 6" AC ON 12" AB ON 95% MAX DENSITY COMPACTED SUBGRADE (PENDING FINAL GEOTECH REPORT).
2 REMOVE AND REPLACE EXISTING SIDEWALK IN KIND ANY
PORTIONS THAT ARE DAMAGED OR REMOVED DURING
CONSTRUCTION. REPLACE SIDEWALK TO THE NEAREST FULL SECTION, PER CALTRANS STANDARD PLANS AND SPECIFICATIONS.
3 CONSTRUCT 9" PCCP ON 12" AB ON 95% MAX DENSITY COMPACTED
SUBGRADE (PENDING FINAL GEOTECH REPORT).
4 CONSTRUCT PCC GUTTER PER CONB STD. DET. 140 MODIFIED
AS SHOWN ON DETAIL 2 ON SHEET C5005.
5 CONNECT TO BUILDING FLOOR DRAIN SEE SHEET M1101 FOR
CONTINUATION.
6 18" RCP (D2000) STORM DRAIN, PLAN AND PROFILE ON DWG C1006.
7 FURNISH AND INSTALL 6" STORM DRAIN CLEAN OUT PER OC SAN STD. DWG S-073 AND S-015.
8 CONSTRUCT CONCRETE COLLAR, REFER TO SPPWC
STANDARD PLAN 380-4.
9 FURNISH AND INSTALL 24" DRAIN BASIN (NYLOPLAST PART # 2812AG
OR EQUAL) WITH H-20 RATED SOLID COVER, FLUSH WITH PAVEMENT GRADES.
10 FURNISH AND INSTALL 12" DRAIN BASIN (NYLOPLAST PART # 2812AG OR EQUAL) WITH H-20 RATED STANDARD GRATE INLET.
11 18" RCP STORM DRAIN, PROFILE ON DWG C3003.
12 CONSTRUCT STORM DRAIN MANHOLE JUNCTION STRUCTURE
WITH H-20 RATED SOLID COVER.
13 FURNISH AND INSTALL DRAINAGE STRUCTURE WITH
STANDARD INLET TYPE G1 PER CALTRANS STD. DET. D73.
14 CONSTRUCT 2' WIDE BY 18" HEIGHT RECTANGULAR WALL OPENING WITH TRASH RACK METAL GRATE.
15 FURNISH AND INSTALL DUCTILE IRON HEEL PROOF, 600 PSI RATED GRATE INLET WIDTH 6.1 INCH.
16 CONTRACTOR SHALL REMOVE INTERFERING PORTIONS OF
EXISTING SIDEWALK, CURB AND GUTTER AND DRIVEWAY. MATCH
EXISTING ELEVATIONS TO MAINTAIN DRAINAGE. CONSTRUCT ROLL CURB AND GUTTER TYPE E PER CALTRANS STD. DET A87A, SEE
DETAIL ON SHEET C5002.
17 UNDERGROUND CONCRETE STRUCTURE, SEE STRUCTURAL
SHEET S1004 FOR CONCRETE ROOF SLAB PLANS.
18 CONSTRUCT CONCRETE PAD, SEE STRUCTURAL PLANS.
19 CONSTRUCT 8"X8" WALL OPENING AT BASE OF WALL.
20 CONSTRUCT RETAINING WALL, SEE STRUCTURAL PLANS.
21 CONSTRUCT SCREEN WALL, SEE ARCHITECTURAL
AND STRUCTURAL PLANS.
22 FURNISH AND INSTALL HDPE PIPE (SSPWC 207-18, MIN. PS-50), LENGTH, SIZE, AND SLOPE AS NOTED ON PLAN AND PROFILE.
23 CONSTRUCT BOLLARDS PER OC SAN STD. DET. S-120 AND
S-121. SEE SHEET C1002 FOR BOLLARD LAYOUT AND SPACING.
NOTES:
x GROUND SURFACE ELEVATIONS AND COORDINATES ARE PROVIDED
FOR CONTRACTOR'S REFERENCE ONLY, AND REPRESENT THE
DESIGN INTENT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LAY
OUT THE SITE SO THAT A SMOOTH AND CONTINUOUS GROUND
SURFACE WITH ADEQUATE DRAINAGE IS PROVIDED.
153
CONC.
PCH
CB DWY
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)24W(B)24W(B)24W(B)24W(B)24W(B)24W(D)21SEW(C)
42SEW(C)42SEW(C)42SEW(C)42SEW(C
42SEW(C)42SEW(C)42SEW(C)42SEW(C)42SEW(C)42SEW(C)42SEW(C)42SEW(C)24SD(C)24SD(C)24SD(C)24SD(C)24SD(C)18SD(C)18SD(C)18SD(C)18SD(C)18SD(C)18SD(C)18SD(C))30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)18SD(C)SSFM(D)24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
24SSFM(D)
7SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)
SFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)W(B)W(B)W(B)W(B)W(B)W(B)W(B)B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)ST(B)ST(B)ST(B)ST(B)ST(B)ST(B)ST(B)ST(B)ST(B)E(B
)E(B)E(B)E(
B
)
E(B)
E(B)
E(B)E(B)W(B)W(B)W(B)W(B)W(B)W(B)T(B
)
T(B)T(B)T(B)T(B)T(B)T(B)T(B)T(B)T(B)T(B)T(B)T(B)T(B)T(B)T(B)T(B)T(B)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)T(B)T(B)T(B)T(B)T(B)T(B)
T(B)T(B)T(B
)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)T(B)T(B)T(B)T(B)T(B)
T(B)T(B
)
T
(B
)
)
CTV(B)
CTV(B)
CTV(B)
CTV(B)
CTV(B)
CTV(B)
CTV(B)
CTV(B)
CTV(B)
CTV(B)
CTV(B)
CTV
(
B
)
CTV
(
B
)
CTV
(
B
)
CTV(B)
CTV(B)
CTV(B)
CTV(B)
CTV(B)CTV(B)CTV(B)CTV(B)CTV(B)CTV(B)
CTV(B)
CTV(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)
E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)
D
(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)CAB
S
S
S
42SEW(C)42SEW(C)42SEW(C)42SEW(C)42SEW(C)CHAINLINKFENCE
12
12CONC
CONC
DIRT
DIRT
EXISTING PUMP
STATION
DISCHARGEVALVE VAULT
METER VAULT
OC SAN
CALTRANS
ASPALT
ASPALT
CONC
CONC
CONC
BACK OF
WALK
CURB AND
GUTTER 1212BLOCK
WALL ANDFOOTING
PUMP STATIONWEST WALL
OC SAN PROP
OC SAN PROPOC SAN
PROPERTY
OPEN SPACE
CONC
DISCHARGE PIPING
42" VCP INLETSEWER
EXIST PUMP (TYP)
ASPALT
12.7
SIDEWALK
1
13.1
TANK
TANK
BLOCKWALL AND
FOOTING
BLOCKWALL AND
FOOTING
1
BLOCK
WALL ANDFOOTING
1
ASPALT
ASHPALT
3
3
1
EXISTING OC SANPROPERTY BOUNDARY
2
2
22
2
2
1 FENCETO PROP BNDY
1
5
47
1
49
4812VEGETATION
1
1 CONDUITS
NOTE 3
RIGHT-OF-WAY
BOUNDARY
2 FORCE MAINS
2 JUNCTION BOX
5
47
47 4846
1
1
CHAINLINK FENCE
TO PROP BNDY1
LIGHT POLE AND
CONDUITS
1
OC SAN PROPERTYBOUNDARYOC SAN PROPERTY
BOUNDARY OC SAN PROPERTY
BOUNDARY
CHAINLINK
FENCE1
PRIVATE
OC SAN
PRIVATEOC SANOC SANPRIVATEOC SAN
CALTRA
N
S
OC SAN
CALTRANS
DIRT
1
18" RCP SD
LIGHT POLE AND
CONDUITS
1
LIGHT POLE AND
CONDUITS1
3ALL TANK(S)APPURTENANCES
TANK
NEW TANKLOCATION
(TYP)
SEENOTE 4
FORCE MAINSSEE NOTE 64
1 GATE
CONDUITNOTE 53
TANK
TANK
2
2
2
1 GATE
ELEC
2 DRIVEWAY
D1001
PUMP STATION SITE DEMOLITION
ALAN PROCTOR
PRAVEEN YERRA
A
1 2 345 678910
B
C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\alan.proctor\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\DS3\AutoCAD\SHEETS\CIVIL\5-67-D1001.dwgDATE: Jan 12, 2023 10:19am USER: Alan.ProctorDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023NOT FOR
CONSTRUCTION
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
Underground Service Alert
Call:811
ENLARGED PLAN 1
CONSTRUCTION NOTES:
8' 16'0'8'
SCALE: 1" = 8'
46 JOIN TO EXISTING STORM DRAIN. REMOVE AND DISPOSE OF INTERFERING PORTIONS.
47 CONSTRUCT TEMPORARY 18" RCP (D2000).
48 CONSTRUCT CONCRETE COLLAR PER SSPWC STD PLAN 380-4.
49 CONSTRUCT TEMP SD INLET PER CALTRANS STD DETAIL D73B TYPE G1.
1 REMOVE AND DISPOSE OF
2 PROTECT IN PLACE TEMPORARILY, SEE SEQUENCE OF WORK IN
SPECIFICATION 01120 WORK SEQUENCE.
3 RELOCATE
4 PLUG END OF PIPE AND ABANDON FORCE MAINS IN PLACE
5 PROTECT IN PLACE
NOTES:
1. COORDINATE WITH OC SAN FOR RELOCATION OF TANKS, PIPING, AND
APPURTENANCES. RELOCATE AND RECONNECT PIPING TO EXISTING PS.
REMOVE AND DISPOSE OF CHEMICAL TANKS, PIPING ANDAPPURTENANCES AFTER NEW PS IS IN OPERATION. CONTACT THE OC
SAN PS MAINTENANCE SUPERVISOR AND THE ENGINEER FOR WORK
COORDINATION (OC SAN MAIN NUMBER 714-962-2411, CONTROLCENTER NUMBER 714-593-7025).
2. EXISTING PUMP STATION IS OPERATIONAL. ALLOW OC SAN PERSONNEL
ACCESS TO PUMP STATION AT ALL TIMES.
3. AT&T OWNS THE PULLBOX AND CONDUITS THAT ARE SHOWN ON THE
DRAWING. THESE FACILITIES ARE INACTIVE (EMPTY CONDUITS). REMOVETHE CONDUITS (2-4" PVC) THAT INTERFERE WITH CONSTRUCTION OF THE
SHAFT. REPLACE CONDUITS WITH MATCHING DIAMETER AND SCHEDULE40 PVC CONDUITS THAT ARE UL LISTED. SEE DWG C4001 FOR
APPROXIMATE LIMITS.
4. THE EXISTING STORM DRAIN IS TO REMAIN ACTIVE UNTIL CONSTRUCTION
OF NEW MANHOLE. CONSTRUCT THE NEW STORM DRAIN PER DRAWINGC1003 BEFORE NEW MANHOLE TO MAINTAIN AREA DRAINAGE.
5. THE COMMUNICATION SERVICE (4" PVC) TO THE EXISTING PUMP STATIONINTERFERES WITH CONSTRUCTION OF THE SHAFT. REPLACE CONDUIT
AND WIRES/CABLES WITH MATCHING TYPE, DIAMETER, AND SCHEDULE40 PVC CONDUITS THAT ARE UL LISTED. SEE DWG C4001 FOR
APPROXIMATE LIMITS.
6. EXISTING FORCE MAINS ARE TO BE PLUGGED AND ABANDONED IN
PLACE ONLY AFTER THE NEW PUMP STATION AND THE NEW FORCEMAINS ARE IN OPERATION. ABANDON FORCE MAINS PER SPECIFICATION
02278. ONSITE PORTIONS OF EXISTING FORCE MAINS ARE TO BE
REMOVED AND DISPOSED OF.
DEMOLITION NOTES:
154
GENERAL DEMOLITION NOTES:
1. THE PLAN IS BASED ON CONTRACT 5-33 "CONSTRUCTION PLANS FOR IMPROVEMENTS TO: BAYBRIDGE PUMP STATION" AS BUILTS APPROVED ON 1995-03-15. CONTRACTOR TO FIELD VERIFY
DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS.
2. CONTRACTOR TO COORDINATE WORK IN ACCORDANCE WITH SPECIFICATION SECTIONS 02050
AND 02278.
3. BLIND FLANGE AND CAP ALL EXISTING EXTERIOR PIPE PENETRATIONS UNLESS OTHERWISE SHOWN.
4. ALL PIPING, DUCTWORK, GRATING, STAIRS, RAILING, EQUIPMENT, ELECTRICAL, AND OTHER NON-CONCRETE ITEMS INSIDE OF PUMP STATION AND ABOVE GRADE SHALL BE DEMOLISHED.
5. NOT ALL PIPING, DUCTWORK, GRATING, STAIRS, RAILING, EQUIPMENT, ELECTRICAL, AND OTHERNON-CONCRETE ITEMS HAVE BEEN SHOWN FOR CLARITY.
6. CONTRACTOR SHALL REMOVE AND DISPOSE OF HAZARDOUS MATERIALS IN ACCORDANCEWITH SPECIFICATION 01900, LOCAL, STATE AND FEDERAL GUIDELINES.
7. CONTRACTOR SHALL REMOVE ALL LOOSE AND FLAKING PAINT PRIOR TO ABANDONING THE DRY
WELL AREA OF THE PUMP STATION.
8. UNLESS OTHERWISE NOTED, DEMOLISH EXISTING STRUCTURES 7.2 FEET BELOW EXISTING
GRADE.
9. AFTER DEMOLITION PER NOTE 4 AND 8, PUMP ROOM, WET WELL, AND INFLUENT PIPE SHALL BEFILLED WITH ONCE SACK SAND-CEMENT SLURRY. PER SPECIFICATION SECTION 02200 UP TO THETOP SLABS. PIPE SHALL BE FILLED COMPLETELY TO CAP AT OPPOSITE END.
10. CLEANING OF THE EXISTING WET WELL SHALL BE AS FOLLOWS: a. DRAINING AND CLEANING OF WET WELL TO BE COMPLETED PRIOR TO DEMO/BACKFILLING. b. CONTRACTOR SHALL PUMP ALL REMAINING LIQUID FROM THE WET WELL AND
DISPOSE PER SPECIFICATION 02050.
c. REMOVE ALL REMAINING SOLIDS, GRIT, DEBRIS, AND ORGANIC MATERIAL FROM THE
WET WELL AND DISPOSE PER SPECIFICATION 02050. d. POWER WASH WET WELL AND DISPOSE OF PER SPECIFICATION 02050 AFTER CLEANING. e. SUBMIT CLEANING PROCEDURE TO BE ACCEPTED BY THE ENGINEER.
11. CONTRACTOR IS TO NOTIFY SOUTHERN CALIFORNIA EDISON (SCE) OF DISCONNECTION OFPOWER TO EXISTING PUMP STATION AND COORDINATE DISCONNECTION WITH SCE.
12. SALVAGE PLC, RACK, AND IO CARDS AND DELIVER TO OC SAN PLANT NO.1.
A
1 2 345 678910
B
C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\cjennings\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\Project Files\DS3\AutoCAD\SHEETS\DEMO\5-67-D1002.dwgDATE: Jan 12, 2023 10:41am USER: CJenningsDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3JANUARY 2023NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
D1002
10
PUMP STATIONDEMOLITION PLANS 1
ROSHANI, SHRESTHA
HARMIK, AGHANIAN
QIU, XINTONG
MOTOR ROOM DEMOLITION PLAN
SCALE: 3/8"=1'-0"
155
A
D3002
A
D3001
NOTE 3
NOTE 4
NOTE 5
48" FRMP (SEW)
DEMOLITION NOTES:
1. THE PLAN IS BASED ON CONTRACT 5-33 "CONSTRUCTION PLANS FOR IMPROVEMENTSTO: BAY BRIDGE PUMP STATION" AS BUILTS APPROVED ON 1995-03-15. CONTRACTOR TOFIELD VERIFY DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS.
2. THE NO.1 PUMP WAS INSTALLED AFTER THE DEVELOPMENT OF THE AS-BUILTSAPPROVED ON 1995-03-15. ALL PIPING, INSTRUMENT, EQUIPMENT, AND NON-CONCRETEITEMS FOR THE NO.1, 2, 3, 4, AND 5 PUMPS SHALL BE DEMOLISHED.
3. DEMOLISH TO NEW SEWER MANHOLE AS SHOWN ON SHEET C1004.
4. REMOVE PORTIONS INTERFERING WITH CONSTRUCTION AND ONE SACK SAND-CEMENT
SLURRY FILL WITH CAP. SEE SHEET D1001.
5. DEMOLISH EXISTING PUMP STATION WALL AS NEEDED TO INSTALL APPROACH PIPE. SEESHEET C1004 FOR APPROACH PIPE PLAN.
A
1 2 345 678910
B
C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\cjennings\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\Project Files\DS3\AutoCAD\SHEETS\DEMO\5-67-D1003.dwgDATE: Jan 13, 2023 4:53pm USER: CJenningsDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3JANUARY 2023NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
D1003
11
PUMP STATIONDEMOLITION PLANS 2
ROSHANI, SHRESTHA
HARMIK, AGHANIAN - 08/22
QIU, XINTONG
PUMP ROOM DEMOLITION PLAN
SCALE: 3/8"=1'-0"
156
NOTE 4
ADJ EL. -5.79'
APPROX. TOP OF APPROACH
PIPE ADJ EL. -0.00'
APPROX. APPROACHPIPE ADJ INV EL. -4.00'
ADJ EL. 15.19'
ADJ EL. 14.69'
ADJ EL. 7.5'
NOTE 3
DEMOLITION NOTES:
1. THE PLAN IS BASED ON CONTRACT 5-33 "CONSTRUCTION PLANS FOR IMPROVEMENTS TO:
BAY BRIDGE PUMP STATION" AS BUILTS APPROVED ON 1995-03-15. CONTRACTOR TO
FIELD VERIFY DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS.
2. SEE MECHANICAL DRAWINGS FOR PIPE ROUTING INCLUDING PLAN LOCATION ANDELEVATION AT INTERSECTION WITH WALL.
3. FF ELEVATION BASED ON AS BUILT DRAWINGS IS 12.80 FT, THE ELEVATION DATUMADJUSTMENT TO AS BUILT DATUM IS +2.39'.
4. DEMOLISH EXISTING PUMP STATION WALL AS NEEDED TO INSTALL APPROACH PIPE. SEESHEET C1004.
A
1 2 345 678910
B
C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\cjennings\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\Project Files\DS3\AutoCAD\SHEETS\DEMO\5-67-D3001.dwgDATE: Jan 12, 2023 10:46am USER: CJenningsDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3JANUARY 2023NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
D3001
12
PUMP STATIONDEMOLITION SECTIONS 1
ROSHANI, SHRESTHA
HARMIK, AGHANIAN
QIU, XINTONG 7'-2"7'-2"SECTION A
D1002SCALE: 3/8"=1'-0"1'-0"MIN.1'-0"MIN.157
NOTE 3
ADJ EL. -5.79'
APPROX. TOP OF APPROACHPIPE ADJ EL. -0.00'
APPROX. APPROACHPIPE ADJ INV EL. -4.00'
ADJ EL. -7.50'
ADJ EL. -14.59' ADJ EL. -15.19'
NOTE 2
DEMOLITION NOTES:
1. THE PLAN IS BASED ON CONTRACT 5-33 "CONSTRUCTION PLANS FOR IMPROVEMENTS
TO: BAY BRIDGE PUMP STATION" AS BUILTS APPROVED ON 1995-03-15. CONTRACTOR
TO FIELD VERIFY DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS.
2. FF ELEVATION BASED ON AS BUILT DRAWINGS IS 12.80 FT, THE ELEVATION DATUMADJUSTMENT TO AS BUILT DATUM IS +2.39'.
3. DEMOLISH EXISTING PUMP STATION WALL AS NEEDED TO INSTALL APPROACH PIPE.SEE SHEET C1004.
A
1 2 345 678910
B
C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\cjennings\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\Project Files\DS3\AutoCAD\SHEETS\DEMO\5-67-D3002.dwgDATE: Jan 12, 2023 10:47am USER: CJenningsDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3JANUARY 2023NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
D3002
13
PUMP STATIONDEMOLITION SECTIONS 2
ROSHANI, SHRESTHA
HARMIK, AGHANIAN
QIU, XINTONG
SECTION A
D1002SCALE: 3/8"=1'-0"7'-2"7'-2"1'-0"MIN.1'-0"MIN.158
PLAN - VALVE VAULT ABANDONMENT 1 SECTION - VALVE VAULT ABANDONMENT E
E 12-INCH THICK REINFORCED CONCRETESLAB (CLASS C), FINISH TOP SMOOTHAND FLUSH WITH VAULT WALLSINFILL EXIST VAULT WITH TRAFFIC RATED STYROFOAMAFTER ABANDONMENT OF THE EXISTING FORCE MAINSCONSTRUCTION NOTES:
CONSTRUCTION NOTES:CONSTRUCTION NOTES:
CONSTRUCTION NOTES:
DEMOLISHMENT NOTES:
1 REMOVE AND DISPOSE OF
2 PLUG END OF PIPE, FILL WITH CLSM.
3 CUT PIPE
4 PROTECT IN PLACE
5 PLUG WALL HOLE WITH CONCRETE, CLASS C.
10 ABANDON EXISTING 24" DUAL SFM IN PLACE. FILL PIPES WITH CLSM AND CAP ENDS. SEE NOTE 2.
28 ABANDON EXISTING FORCE MAIN IN PLACE. FILL PIPES WITH CLSM AND CAP ENDS.
FOR FORCE MAIN
CONTINUATION SEE
DWG C1101
FOR FORCE MAIN
CONTINUATION SEEDWG C1101
1
1
1
21
1
1112
4
1 VAULT LID
1
1
2
2
3
1
2
FOR FORCE MAINCONTINUATION SEE
DWG C1101
FOR FORCE MAINCONTINUATION SEE
DWG C1101
ALL VALVES, PIPING,
AND APPURTENANCES
INSIDE VALVE VAULT
1
2
1
1
1
FOR FORCE MAINCONTINUATION SEE
DWG C1101
10
10
28
28
C1101
1
24" VALVE (B)
EXISTING MANHOLE
ABANDON PER DETAIL 2
36-INCH MANHOLE LID,
SAWCUT CONCRETE AROUND
GRADE RING AND REMOVE,
REPLACE PAVEMENT SECTIONWITH CLASS C CONCRETE,
MATCH EXISTING THICKNESS
EXIST 32" HDPE
FORCE MAIN
WITH OUTLET
ABANDONMENT DETAIL 2
EXIST CONCRETE
BASE
EXISTING GRADE
(CONCRETE)
EXIST 60" DIA
MANHOLEREMOVE AND DISPOSEOF GRADE RING(S) AND LIDBACKFILL MH WITH
CLSM
(TYP )
(TYP )
(TYP )
5
(TYP )
4
(TYP )
REBAR #4 DOWELS EMBEDDED 4" MIN
INTO A DRILLED HOLE IN THE EXISTINGVAULT WALL, SET IN EPOXY GROUT
AT EVERY 12"MIN
NOTES:
1. PROTECT IN PLACE EXISTING CHAIN LINK FENCE AND GATE, WOOD
AND STEEL RAILINGS, AND NEW WROUGHT IRON FENCING.
2. THE EXISTING DUAL 24" FORCE ARE ACTIVE. PROTECT IN PLACE
DURING ALL MICROTUNNELING AND ALL PUMP STATION WORK.COMPLETE THE INSTALLATION AND ACTIVATION OF THE NEW FORCE
MAINS PRIOR TO ABANDONING THE EXISTING FORCE MAINS.
C1101
4 SIGN
1 POSTS
POST 1
EXISTING MANHOLE ABANDON
PER DETAIL 3 SEE DWG C4101FOR LOCATION (40± FROM
VALVE VAULT)
36-INCH MANHOLE LID
LOCATED ABOVE GRADE
EXIST 32" HDPE
FORCE MAIN
WITH OUTLET
ABANDONMENT DETAIL 3
EXIST CONCRETEBASE
EXISTING GRADE
(DIRT)
EXIST 60" DIA
MANHOLE
REMOVE AND DISPOSE TOPPORTION OF MANHOLE, 4' (MIN)FROM EXISTING GRADEBACKFILL MH WITH
CLSM
C4101BACKFILL WITH MATERIAL PERSPEC 32910D5101EXISTING VALVE VAULTABANDONMENT DETAILS
ALAN PROCTOR
PRAVEEN YERRA
A
1 2 345 678910
B
C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\alan.proctor\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\DS3\AutoCAD\SHEETS\DEMO\5-67-D5101.dwgDATE: Jan 12, 2023 10:22am USER: Alan.ProctorDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3JANUARY 2023NOT FOR
CONSTRUCTION
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:159
ABBRE9IATIONS GENERAL NOTES
$1'/$1*/( 5,*+7 /$1*/( $&87( #$7
&/&(17(5/,1(
$%$&$'$))$/7$/80$5&$8
$9
$1&+25%2/7$&2867,&$/7,/($5($'5$,1$%29(),1,6+)/225$/7(51$7($/80,180$5&+,7(&785$/$6+851
$8',29,68$/
%'%/'*%/.*%0%1*%2%2'%27%5%5*%85
%:
%2$5'%8,/',1*%/2&.,1*%($025%(1&+0$5.%($5,1*%277202)%277202)'(&.%27720%$&.(552'%5,'*,1*%8,/783522),1*
%27+:$<6
&
&$%&(0&*&,3&,5&-&/*
FP&08&,.&21&&2167&217&255&37&6.&7
&2856(
&$%,1(7&(0(1725&(0(17,7,286&251(5*8$5'&$67,13/$&(&,5&/(&21752/-2,17&(,/,1*
&(17,0(7(5&21&5(7(0$6215<81,7&2/801&21&5(7(&216758&7,21&217,18286&255,'25&$53(7&2817(56,1.25&2817(5681.&(5$0,&7,/(
''%/'(*'(02'7/
')',$',0'1'3'5'6
'7/':':*':5
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1. DO NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIMENSION(S), THE CONSTRUCTION MANAGER SHALL NOTIFY THE ENGINEER.
2. ALL DIMENSIONS ON 1/16", 1/8" 1/4" SCALE PLANS ARE TO THE FACE OF MASONRY OR CONCRETE OR THE OUTSIDE FACE OF GYPSUM BOARD, UNLESS NOTED OTHERWISE.
3. ALL MASONRY DIMENSIONS ARE ACTUAL UNLESS NOTED OTHERWISE. VERIFY ALL DIMENSIONS, CONDITIONS, EXISTING CONSTRUCTION AND GRADES AT JOB SITE. NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES OR CONFLICTS.
4. VERIFY SIZE, LOCATION AND CHARACTERISTICS OF ALL WORK AND E4UIPMENT TO BE INSTALLED OR RELOCATED (WHETHER FURNISHED BY OWNER OR BY CONTRACTOR(S)) BEFORE ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN. ERRORS AND
OMISSIONS IN THE ROOM, DOOR, WINDOW OR E4UIPMENT SCHEDULES DO NOT RELIEVE THE CONTRACTORS FROM EXECUTING WORK SHOWN ON DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS.
5. VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL, MECHANICAL AND ELECTRICAL WORK AND E4UIPMENT WITH ALL TRADES INVOLVED.
6. CEILING HEIGHTS INDICATED ON THE ROOM FINISH SCHEDULE ARE TAKEN FROM THE FINISH FLOOR ELEVATION. THE SIZE, LOCATION AND CHARACTERISTICS OF ALL
MECHANICAL, ELECTRICAL AND STRUCTURAL ITEMS SHALL BE VERIFIED BEFORE CEILING CONSTRUCTION IS BEGUN.
7. COORDINATE WITH ALL TRADES IN ORDER TO MAINTAIN SCHEDULED CEILING HEIGHTS. VERIFY THAT RE4UIRED OPERATION AND MAINTENANCE CLEARANCES ARE PROVIDED FOR ALL E4UIPMENT ITEMS.
8. INSTALL ALL ITEMS IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS, EXCEPT THAT THE SPECIFICATIONS HEREIN, WHERE THE MORE STRINGENT, SHALL BE COMPLIED WITH. NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS.
9. COORDINATE DELIVERY AND INSTALLATION OF ALL E4UIPMENT WITH OWNER. VERIFY THAT ALL INSTALLATION RE4UIREMENTS AS DESCRIBED ARE MET, INCLUDING ADE4UATE TRAVEL ACCESS FOR E4UIPMENT ITEMS THROUGH THE BUILDING.
SYMBOLS
MATERIAL LEGEND
52201$0(
6)
ROOM TAG W/ AREA
STRUCTURAL GRID -EXISTING
STRUCTURAL GRID -NEW
W PARTITION TYPE TAG
DOOR TAG
LIFE SAFETY DOOR TAG'2256,=(;
FURNITURE/FIXTURE/CASEWORK TAG
;;;;
GLAZING TAG
REVISION DELTA
127(NOTE WITH LEADER
KEY NOTE
FINISH/MATERIAL TAG
LEVEL/DATUM ELEVATION MARK/(9(/
(/
$INTERIOR ELEVATION MARK
$
6,0 SECTION MARK
$
6,0
DETAIL SECTION MARK
$6,0
DETAIL CALLOUT MARK
SPOT ELEVATION -ELEVATION VIEWS
NORTH ARROW
;;;;CEILING TAG
;;
)/FLOOR TAG
"
;;;;CEILING TAG W/ HEIGHT
EXTERIOR ELEVATION MARK$
WINDOW TAG0$5.
SPOT ELEVATION -PLAN VIEWS
"
LIGHTING TAG
PLUMBING TAG3/
/
SPECIALTY E4UIPMENT TAG;;;;;
DP DOWN PIPE
RD ROOF DRAIN
FD FLOOR DRAIN
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ABBRE9IATIONS SYMBOLS
GENERAL NOTES
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MARK DESCRIPTION DATE APPR.160
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DOOR WIDTH RE4UIRED
DOOR CAPACITY: 36"/0.2 = STAIR WIDTH RE4UIRED
STAIR CAPACITY: 44"/0.3 =
ACTUAL USE
DOOR WIDTH PROVIDED
STAIR WIDTH PROVIDED
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APPLICABLE CODES2022NEWPORT BEACH MUNICIPAL CODE2022CALIFORNIA BUILDING CODE2022CALIFORNIA FIRE CODE
CHAPTER 3 -OCCUPANCY CLASSIFICATION AND USEF-2 (FACTORY INDUSTRIAL) OCCUPANCY
CHAPTER 4 -SPECIAL DETAILED RE4UIREMENTS BASED ON OCCUPANCY AND USE
CHAPTER 5 -GENERAL BUILDING HEIGHTS AND AREASBUILDING HEIGHTS:ALLOWABLE: 55' (NS)PROPOSED: 23'NUMBER OF STORIES:ALLOWABLE: 3 STORIES (NS)
PROPOSED:1 STORY
BUILDING AREAS:ALLOWABLE: 23,000 SF (NS)PROPOSED: 1,183 SF 163 SF 77 SF 672 SF = 2,095 SF
TABLE 601 FIRE-RESISTANCE RATING RE4UIREMENTS FOR BUILDING ELEMENTS:
35,0$5<6758&785$/)5$0(
)/225&216758&7,21 6(&21'$5<0(0%(56
522)&216758&7,21 6(&21'$5<0(0%(56
%($5,1*:$//6,17(5,25
%($5,1*:$//6(;7(5,25
121%($5,1*:$//6$1'3$57,7,216(;7(5,25
+285 7$/%(
+285
+285
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+285
CHAPTER 8 -INTERIOR FINISHES
%8,/',1*(/(0(176 7<3(,,%
121%($5,1*:$//6$1'3$57,7,216,17(5,25
+285
+285
TABLE 602 FIRE-RESISTANCE RATING RE4UIREMENTS FOR EXTERIOR
WALLS BASED ON FIRE SEPARATION DISTANCE:
;
;
; +285
+285
+285
+285
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;
CHAPTER 6 -TYPES OF CONSTRUCTIONCONSTRUCTION CLASSIFICATION: F-2 TYPE IIB
CHAPTER 7 -FIRE AND SMOKE PROTECTION FEATURES
TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS
;
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CHAPTER 9 -FIRE PROTECTION AND LIFE SAFETY SYSTEMSBUILDINGS NOT E4UIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM
CHAPTER 10 -MEANS OF EGRESSNUMBER OF EXITS AND EXIT ACCESS:PUMP ROOM -1 RE4UIRED AND PROVIDEDELECTRICAL ROOM -1 RE4UIRED AND 2 PROVIDEDRESTROOM -1 RE4UIRED AND PROVIDEDGENERATOR ROOM -1 RE4UIRED AND PROVIDED
ODOR CONTROL ROOM -1 RE4UIRED AND PROVIDED
EXIT ACCESS TRAVEL DISTANCE:PER TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE, OCCUPANCY F-2 SHALL NOT EXCEED 300 FEET WITHOUT SPRINKLER SYSTEMEXIT DOORS:SHALL BE OPERABLE FROM INTERIOR SHALL COMPLY WITH THE 2019 CALIFORNIA BUILDING CODE AND THE CITY OF NEW PORT BEACH MUNICIPAL CODESPANIC BARS RE4UIREDEXIT LIGHTS:PER 1013.3 ILLUMINATION, EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY
ILLUMINATED.
CHAPTER 11B -ACCESSIBILITYPER 11B-203.4 LIMITED ACCESS SPACES, SPACES NOT CUSTOMARILY OCCUPIED AND ACCESSED ONLY BY LADDERS, CATWALKS, CRAWL SPACES ORVERY NARROW PASSAGEWAYS SHALL NOT BE RE4UIRED TO COMPLY WITH THESE RE4UIREMENTS OR TO BE ON AN ACCESSIBLE ROUTE.
%8,/',1*&2'('$7$ CONT
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REPLACEMENT
CODE COMPLIANCE DRA:INGS
JOHN ERIC CHUNG
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SIEGFREDO LOPEZ
SCALE: 3/32" = 1'-0"3
ELECTRICAL & GENERATOR ROOM
GROUND FLOOR PLAN
SCALE: 3/32" = 1'-0"1 PUMP STATION FLOOR PLAN AT EL. -22.00
SCALE: 3/32" = 1'-0"2 PUMP STATION MEZZ PLAN AT EL. -5.00
SCALE: 3/32" = 1'-0"4 ODOR CONTROL GROUND FLOOR PLAN
NOTES:PER CBC 506.1.3, BASEMENTS NEED NOT BE INCLUDED IN THE TOTAL ALLOWABLE FLOOR AREA OF A BUILDING PROVIDED THE TOTAL AREA OF SUCH BASEMENTS DOES NOT EXCEED THE AREA PERMITTED FOR A ONE-STORY ABOVE GRADE PLANE BUILDING.
NOTES:
PER CBC 506.1.3, BASEMENTS NEED NOT BE
INCLUDED IN THE TOTAL ALLOWABLE FLOOR AREA OF A BUILDING PROVIDED THE TOTAL AREA OF SUCH BASEMENTS DOES NOT EXCEED THE AREA PERMITTED FOR A ONE-STORY ABOVE GRADE PLANE BUILDING.
NOTES:
ROOFLESS EXTERIOR RATED FACILITY -NOT INCLUDED IN THE TOTAL ALLOWABLE FLOOR AREA
MARK DESCRIPTION DATE APPR.161
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50' - 0"30' - 0"
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UP
UP -15' - 0" FFLLANDING
$
CONC. WALLREFER TO STRUCTL DWGS.
TOW = -21.98'
TOC = -22.32'
4' - 0"3' - 0"1' - 0"TOC = -25.33'
55' - 2"7' - 10"12' - 0"4' - 4"5' - 6"4' - 4"5' - 6"4' - 4"5' - 6"4' - 4"5' - 6"4' - 4"5' - 6"6' - 0"3' - 6"1' - 8"
6' - 0"3' - 10"6' - 0"3' - 10"6' - 0"3' - 10"6' - 0"3' - 10"6' - 0"19' - 10"FRP GRATING FLOOR
42" H RAILING, TYP.
PLATFORM ACCESS LADDER, TYP.
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MARK DESCRIPTION DATE APPR.162
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50' - 0"30' - 0"
80' - 0"12' - 6"34' - 10"47' - 4"10' - 6"49' - 6"6' - 0"6' - 1"3' - 11"11' - 10"9' - 0"4' - 11"16' - 10"8' - 11"UP DN
4' - 0 3/8"2' - 2"R 1' - 1"
R 1' - 1"
2' - 5 1/8"
OPEN TO BELO:
7' - 7 1/2"12' - 10"4' - 0"18' - 4"8' - 6"WET WELL
14' - 7"6' - 0"
-5' - 0" FFL 7' - 0"2' - 0"76' - 0"2' - 0"2' - 0"8' - 6"2' - 0"32' - 10"2' - 0"42" RAILING W/ HANDRAIL
-5' - 0" FFL
0(==$1,1(
3/$7)250
0(==$1,1(3/$7)250
FE TYPE ABC FE TYPE ABC
42" H RAILING W/ HANDRAIL
42" H RAILING W/ HANDRAIL 3' - 5"3' - 7"$
6' - 6"3' - 11"
0' - 9" FFL
0' - 9" FFL
CONC. BEAMS PER STRUCTL
FRP GRATING FLOOR
WALL-MOUNTED HANDRAIL
PLATFORMSEE STRUCTL
PLATFORMSEE STRUCTL 20' - 0"PLATFORM ACCESS LADDER, TYP.
2' - 9"15' - 9"2' - 8"3' - 0"2' - 2"2' - 2"HVAC DUCTWORK
DSJANUARY 2023
NOT FORCONSTRUCTION
6+((712 2)
'5$:,1*12
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DESIGNED BY:
DRAWN BY:
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BAY BRIDGE PUMP STATION
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AT EL -500
JOHN ERIC CHUNG
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MARK DESCRIPTION DATE APPR.163
83
83
83
8383
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(/(&75,&$/5220
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5' - 2"
$
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4
32' - 0 1/2"19' - 2"7' - 7"50' - 0"5' - 8"
13' - 6" FFL
26' - 6"13' - 10"9' - 8"21' - 5"3' - 9"6"3' - 9"RAISED CONCRETE PLATFORM
CANOPY ABOVE
ACOUSTIC PANEL TYP.
WINDOW
OPENING ABOVE 2' - 8"R.O.3' - 4"8' - 8"R.O.6' - 0"5' - 5"5 E4. TREADS # 12"5' - 0"7' - 7"3' - 4"1' - 4"R.O.3' - 4"1' - 4"3' - 4"1' - 4"20' - 0"4' - 0"1' - 4"4' - 0"1' - 4"4' - 0"1' - 4"4' - 8"1' - 4"4' - 8"3' - 4"3' - 0"8' - 0"0"4' - 0"8' - 0"4' - 0"8' - 0"4' - 0"8' - 0"3' - 0"3' - 4"3' - 0"3' - 0"6' - 0"3' - 4"5' - 10"2' - 3 1/2"2' - 4"1' - 4"
R.O.
6' - 0"10' - 8"
6' - 0"
HB
FE TYPE ABC
FE TYPE ABC
FE TYPE ABC
6" DIA. CONC. FILLED
BOLLARD TYP.SEE CIVIL DWGSWINDOW OPENING ABOVE4' - 6"6"RAISED CONCRETE
PLATFORM
CANOPY ABOVE
CANOPY ABOVE
3803522067$,5
522)67$,5
WINDOW
OPENING ABOVE
51' - 2 1/2"CLR.
2' - 0"4' - 8"32' - 0"6"
FD
FD
:
9
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/
:
9
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:
:
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:
:7' - 2":
SLIDING GATE
42" H REMOVABLE RAILING
STAIR TO PUMP
ROOM BELOW
6725$*(5220
15' - 6" FFL
15' - 6" FFL
15' - 6" FFL
4' - 0"$
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9
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11
12
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SWITCHBOARD
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SPLASH BLOCK
$
EXP. JOINT
:
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42" H RAILING W/ HANDRAIL
3' - 6"1' - 5"
EXP. JOINT
14 15
16
DS
DSDS
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SLOPESLOPE
DSJANUARY 2023
NOT FORCONSTRUCTION
6+((712 2)
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DESIGNED BY:
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BAY BRIDGE PUMP STATION
REPLACEMENT
ELECTRICAL GENERATOR ROOM
GROUND FLOOR PLAN
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CONC. PAD SEE STRUCTL.
MARK DESCRIPTION DATE APPR.164
83
$
%
$
$
$
$
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$
METAL ROOF
OVERHANG
ABOVE
METAL ROOF OVERHANG ABOVE
ROOF PARAPET
METAL CANOPY BELOW
METAL CANOPY BELOW
METAL CANOPY BELOW
ROOF OF
GENERATOR
ROOM
ROOF OF
ELECTRICAL ROOM
2' - 9"1' - 2"1' - 2"4' - 1 3/8"GENERATOR ROOM FAN. SEE MECH.
HEAT PUMP SEE MECH DWGS.
RD RD
RESTROOM FAN EXHAUSTSEE MECH DWGS.ROOF OPENINGS OF MECH DUCTWORKSEE MECH DWGS.
7' - 7 5/8"5' - 7 3/8"3' - 1 1/4"5' - 10"2' - 11"2' - 4"12' - 8"18' - 10"1' - 9"4' - 0"8"4' - 8"4' - 8"4' - 8"4' - 8"8"10' - 5"20' - 0"1' - 8"1' - 9"15' - 4"2' - 0"1' - 0"8"4' - 8"4' - 8"4' - 8"8"18' - 9"6"15' - 4"16' - 9"38' - 2"
RD
DP
7' - 9"12' - 0"12' - 0"12' - 0"8' - 5"
52' - 2"2' - 6"5' - 6"12' - 9"2' - 9"11' - 4"TOS = 31.00'
TOS = 30.83'50' - 0"
DECORATIVEANODIZED ALUM.CANOPY
DECORATIVEANODIZED ALUM.
CANOPY
GENERATOR
EXHAUST. SEE MECH.
RECESSED DOWN LIGHT UNDER CANOPY SOFFIT, TYP. SEE 'E' DRAWINGS
16" X 8" S.S. BOXSCUPPER, BRONZE
16" X 8" S.S. BOX
SCUPPER, BRONZE 2' - 0"7' - 1"8' - 0"8' - 0"8' - 0"7' - 1"2' - 6"5' - 6"16" X 8" S.S. BOXSCUPPER, BRONZE
8"4' - 8"4' - 8"4' - 8"8"TYP.
2' - 0"6"4' - 0"
4' - 0"
4' - 0"
1' - 0"
METAL ROOF OVERHANG ABOVE ALUM. COMPOSITEPANELS
METAL STUDS OFROOF SCREEN # 2'O.C., TYP.
2' - 0"2' - 0"2' - 0"2' - 0"RF-01
RF-01
FL-02
ROOF PARAPET
SIDE-MOUNTED RAILING
SIDE-MOUNTED RAILING
TOW = 32.17'
TOW = 32.17'
TOW = 32.17'
TOW = 32.17'
TOW = 32.17'
29.65'
29.50'
30.00'
29.99'
EXP. JOINT
EXP. JOINT
MECH DUCT SEE MECH DWGS.
PREFAB. MECH E4UIP METAL CURB
PREFAB. MECH E4UIP METAL CURB
PREFAB. MECH E4UIP METAL CURB
EXP. JOINT COVER
2
4' - 8"1' - 4"
DRAIN = 29.33'DRAIN = 29.33'
2
FFL = 29.67'
FFL = 29.71'
DSJANUARY 2023
NOT FORCONSTRUCTION
6+((712 2)
'5$:,1*12
)
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
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BAY BRIDGE PUMP STATION
REPLACEMENT
ELECTRICAL GENERATOR ROOM
ROOF PLAN
JOHN ERIC CHUNG
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MARK DESCRIPTION DATE APPR.165
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OPEN TO ROOF OF
GENERATOR ROOM
BELO:
OPEN TO ROOF OF
ELECTRICAL ROOM
BELO:
4' - 4"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"4' - 4"
50' - 8"3' - 8"4' - 0"4' - 0"4' - 0"3' - 6"4' - 4"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 4"32' - 9"19' - 2"2' - 0"2' - 0"
T/O OVERHANG = 36.00'T/O OVERHANG = 36.00'
T/O OVERHANG = 34.00'
T/O OVERHANG = 35.50'T/O OVERHANG = 35.50'4' - 4"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 4"
2' - 2"36' - 8"11' - 10"32' - 9"19' - 2"SIDE-MOUNTED RAILING
SIDE-MOUNTED RAILING
TOW = 32.17'
TOW = 32.17'
TOW = 32.17'
TOW = 32.17'SLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPEROOF OVERHANGCLADDED W/ ALUM.COMPOSITE PANELS
ROOF OVERHANGCLADDED W/ ALUM.COMPOSITE PANELS
T/O OVERHANG = 34.00'
T/O OVERHANG = 34.00'EXP. JOINT2" MIN. EXP. JOINT2" MIN.DSJANUARY 2023
NOT FORCONSTRUCTION
6+((712 2)
'5$:,1*12
)
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
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BAY BRIDGE PUMP STATION
REPLACEMENT
ELECTRICAL GENERATOR ROOM
ROOF SCREEN PLAN
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
6&$/(
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MARK DESCRIPTION DATE APPR.166
83 83
$
$
$
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CIP CONC CONTAINMENT WALL
2'25&21752/$5($
CHEMICAL TANK
(NOT IN CONTRACT)
CHEMICAL TANK
(NOT IN CONTRACT)
32' - 0"3' - 4"4' - 0"2' - 8"12' - 0"30' - 0"22' - 0"CMU ON CONCRETE
CONTAINMENT
WALLS
39' - 4"6"44' - 8"19' - 8"19' - 8"45' - 4"39' - 4"
FD FD
FD
2$2%
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FETYPE
ABC
TRENCH TRENCH
TOW = 14.00'
TOC = 11.83'
42" HIGH FRP
GUARD RAIL
DRAIN = 13.58'
:
:
:
:
:
DRAIN = 11.00'
TOC = 11.33'
DRAIN = 11.00'
TOC = 11.33'
TOC = 14.00'
FFL = 14.00'
:
:
14.00'
SLOPE
13.96'
TOC = 13.88'
$
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REMOVABLE ALUM. LOUVER PANELS
FIXED ALUM. LOUVER PANELS
8"4"
R.O.
18' - 6"4"18' - 6"4"8"
39' - 4"
38' - 0"
ALUM. CANOPY
2$2%
2
2
$
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07/8"6' - 10"4"6' - 10"4"6' - 10"4"6' - 10"4"R.O.15' - 0"4"8"45' - 4"TYP.8"7' - 0"8' - 0"8' - 0"8' - 0"7' - 0"2' - 0"DSJANUARY 2023
NOT FORCONSTRUCTION
6+((712 2)
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
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BAY BRIDGE PUMP STATION
REPLACEMENT
ODOR CONTROL AREA PLANS
JOHN ERIC CHUNG
RUOTIAN CAI
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SCALE: 1/4" = 1'-0"
ODOR CONTROL AREA GROUND FLOOR
PLAN
SCALE: 1/4" = 1'-0"
ODOR CONTROL AREA ROOF SCREEN PLAN
MARK DESCRIPTION DATE APPR.167
A B
ST-01
STU-02
MTL-01 STU-01
SITE GRADING LINE BEHIND
SITEWALK
PT-02 4' - 0"18' - 0"14' - 0"14' - 0"18' - 0"14' - 0"14' - 0"
STU-02 STU-01 ST-012' - 10"8' - 6"3' - 6"4' - 6"OA OB
9
AVG. SITE LEVELEL 13.50'
MTL-01
SWING GATE
PROP. LINE
SITEWALK RAILING(TO MATCH EXISTING OR PUBLIC WORK REQ.)
PROP. LINE
A4005
6 SIM.
STU-01MTL-01
6' - 10"4' - 6"CONTROL JOINT, TYP.4" H METAL COPING, TYP. 1' - 0"7' - 0"STUCCO TO STONE VENEER
TRANSITION, TYP.
TOW = 24.83'
TOW = 22.83'TOW = 21.50'TOW = 21.50'
1' - 0"1' - 0"A40059 SIM.
ABC
ODOR CONTROL TOW
EL 29.33'
18' - 0"18' - 0"18' - 0"19' - 2"
ST-01 STU-01
STU-02
MTL-01 STU-01
ST-014' - 0"6' - 6"4' - 10"8"MTL-01
10' - 6"OAOB
AVG. SITE LEVEL
EL 13.50'
19' - 8"19' - 8"18' - 5"18' - 0"16' - 0"12' - 10"SWING GATE
PROP. LINE
PROP. LINE
A4005
5
1' - 6"
4" H METAL COPING, TYP.
CONTROL JOINT, TYP.2" W METAL REVEAL, BRONZE
MTL-01
CONTROL
JOINT, TYP.2' - 4"10' - 6"8" H METAL COPING
TYP.
4' - 0"
STUCCO TO STONE VENEER TRANSITION, TYP.
TOW = 24.00'TOW = 24.00'1' - 6"2' - 0"5' - 0"RECESSEDKNOXBOX.LOCATION TO BEAPPROVED BY THEFIRE DEPT. MOUNT 5'
ABOVE FINISHEDGRADE.
A4005
9
MATERIAL LEGEND ( SEE DETAILS IN MATERIAL SCHEDULE )
CODE DESCRIPTION COLOR
STU-01
ST-01
PT-02
CMU-01
GL-01
STONE VENEER, STACKED STONE
STUCCO
PAINTING
EXPOSED CMU, TAN/ PRECISION
LAMINATED, FRITTED GLAZING
OFF WHITE
LIGHT BROWN
BRONZE
CREAM
BRONZE
STU-02 STUCCO MEDIUM BROWN
MP-01 METAL PANEL, ANODIZED BRONZE
MTL-01 METAL COATING BRONZE
ODOR CONTROL TOW
EL 29.33'
ST-01
MTL-01STU-02
TYP.
4' - 0"
O1O2
AVG. SITE LEVELEL 13.50'
PROP. LINE
15' - 10"3' - 6"11' - 10"8"3' - 6"TOW = 29.50'TOW = 29.50'
STU-01
8" H METAL COPING
4" H METAL COPING, TYP.
2" W METAL REVEAL, BRONZE
16' - 4"14' - 8"16' - 0"14' - 8"
CONTROL JOINT, TYP.
STUCCO TO STONE VENEER TRANSITION, TYP.5' - 0"RECESSED
KNOXBOX.LOCATION TO BEAPPROVED BY THEFIRE DEPT. MOUNT 5'ABOVE FINISHEDGRADE.
1 2 3
ST-01STU-01ST-01 MTL-01MTL-01 MTL-01
AVG. SITE LEVELEL 13.50'
SIDEWALK
2' - 4"10' - 6"10' - 0"CANTILEVER SLIDE GATE
SITEWALK RAILING(TO MATCH EXISTING)12' - 10"TOW = 24.00'
TOW = 24.00'
PROP. LINE
1' - 6"8' - 6"TOW = 24.83'
A4005
7
4"6' - 3"34' - 8"16' - 0"18' - 0"1' - 8"
CONTROL JOINT, TYP.
4" H METAL COPING, TYP.
STUCCO TO STONE VENEER TRANSITION, TYP.
TOW = 22.00'
TOW = 22.00'
FDSAPRIL 2023
NOT FORCONSTRUCTION
SHEET NO.:OF
DRAWING NO.:
1
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
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BAY BRIDGE PUMP STATION
REPLACEMENT
SITE ELEVATIONS
30266
JOHN ERIC CHUNG
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SITE -SOUTH ELEVATION
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SITE -NORTH ELEVATION
SCALE: 1/8" = 1'-0"
SITE -EAST ELEVATION
SCALE: 1/8" = 1'-0"
SITE -WEST ELEVATION
MARK DESCRIPTION DATE APPR.
1 LCP RESUBMITTAL 06/2023
1
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20' - 6"21' - 4"
03
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03
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REMOVABLE PANELS
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03
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TYP.
6' - 0"1' - 0"8"MATERIAL LEGEND ( SEE DETAILS IN MATERIAL SCHEDULE )
CODE DESCRIPTION COLOR
STU-01
ST-01
PT-02
CMU-01
GL-01
STONE VENEER, STACKED STONE
STUCCO
PAINTING
EXPOSED CMU, TAN/ PRECISION
LAMINATED, FRITTED GLAZING
OFF WHITE
LIGHT BROWN
BRONZE
CREAM
BRONZE
STU-02 STUCCO MEDIUM BROWN
MP-01 METAL PANEL, ANODIZED BRONZE
MTL-01 METAL COATING BRONZE
DSJANUARY 2023
NOT FORCONSTRUCTION
6+((712 2)
'5$:,1*12
)
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
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BAY BRIDGE PUMP STATION
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BUILDING ELEVATIONS 1
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CONTROL
JOINT, TYP.
BOLLARDS, TYP.COLOR TO MATCH PT-01
MARK DESCRIPTION DATE APPR.169
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678
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07/
03
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16" X 8" S.S. BOXSCUPPER, BRONZE
67
07/
TYP.
4' - 0"
DOWNSPOUT SPLASH BLOCKDOWNSPOUT SPLASH BLOCK
MATERIAL LEGEND ( SEE DETAILS IN MATERIAL SCHEDULE )
CODE DESCRIPTION COLOR
STU-01
ST-01
PT-02
CMU-01
GL-01
STONE VENEER, STACKED STONE
STUCCO
PAINTING
EXPOSED CMU, TAN/ PRECISION
LAMINATED, FRITTED GLAZING
OFF WHITE
LIGHT BROWN
BRONZE
CREAM
BRONZE
STU-02 STUCCO MEDIUM BROWN
MP-01 METAL PANEL, ANODIZED BRONZE
MTL-01 METAL COATING BRONZE
DSJANUARY 2023
NOT FORCONSTRUCTION
6+((712 2)
'5$:,1*12
)
DESIGNED BY:
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$
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MATERIAL LEGEND ( SEE DETAILS IN MATERIAL SCHEDULE )
CODE DESCRIPTION COLOR
STU-01
ST-01
PT-02
CMU-01
GL-01
STONE VENEER, STACKED STONE
STUCCO
PAINTING
EXPOSED CMU, TAN/ PRECISION
LAMINATED, FRITTED GLAZING
OFF WHITE
LIGHT BROWN
BRONZE
CREAM
BRONZE
STU-02 STUCCO MEDIUM BROWN
MP-01 METAL PANEL, ANODIZED BRONZE
MTL-01 METAL COATING BRONZE
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8' - 0"4"PER STRUCTRL3"MTL-01
6063 T6 AL 1"X6"-0.100" T&G SLAT INFILL
MORTICE LOCKSET W/ CYBERKEY CYLINDAR & SS LEVER HANDLES
(2) S.S. CANE BOLT MOUNT TO BASE OF GATE AND CORE STRIKE HOLES 3" DEEP ANCHOR INTO 12" SQ. CONCRETE POURTYP.6"4"2"11' - 6"11' - 6"2"4"V.I.F.
24' - 0"
MTL-01
1' - 6"1' - 0"6"6"(1) HEAVY DUTY GATE WHEEL
(2) 4"X4"X1/4" STL GATE POST W/ 1/4" THK STL PLATE CAP. PAINT TO MATCH FRAME
6063 T6 AL 3"X2"X1/4" U-CHANNEL INFILL PANEL FRAME FACE-MOUNTED
(6) WELD-ON HEAVY DUTY BARREL HINGE. PAINT TO MATCH FRAME
PER CODE3' - 0"6063 T6 AL 3"X2"X1/4" GATE FRAME BEHIND
3"4"10' - 0"MTL-01
6063 T6 AL 1"X6"-0.100" T&G SLAT INFILL
MORTICE LOCKSET W/ CYPERKEY CYLINDAR & SS LEVER HANDLESTYP.6"(8) WELD-ON HEAVY DUTY BARREL HINGE. PAINT TO MATCH FRAME
PER STRUCTRL4"2"11' - 6"11' - 6"2"4"V.I.F.
24' - 0"6"6"1' - 6"1' - 0"
MTL-01
(2)S.S. CANE BOLT MOUNT TO BASE OF GATE AND CORE STRIKE HOLES 3" DEEP ANCHOR INTO 12" SQ. CONC POURPER CODE3' - 0"(1)HEAVY DUTY
GATE WHEEL
(2)4"X4"X1/4" THK STL GATE POST W/ 1/4" THK STL PLATE CAP. PAINT TO MATCH FRAME
6063 T6 AL 3"X2"X1/4" U-CHANNEL INFILL PANEL FRAME FACE-MOUNTED
6063 T6 AL 3"X2"X1/4"
GATE FRAME BEHIND
10' - 0"
R.O.
18' - 0"9' - 0"4"28' - 0"
CONC. FOUNDATION PER MANUF. SPECS
ALUMN. FRAME
SS BOTTOM
TRACK
MTL-01
STANDARD
CARRIAGE
WALL MOUNTED TOP GUIDE
WALL-MOUNTED GATE RECEIVER
WALL-MOUNTED BOTTOM END CUP10' - 0"GROUND FINISH PER CIVIL DWGS
MORTICE LOCKSET W/ CYPERKEY CYLINDAR & SS LEVER HANDLES
ADJ. WALL
6063 T6 AL 3"X2"X1/4" U-CHANNEL INFILL PANEL FRAME FACE-MOUNTED PER CODE3' - 0"TYP.6"6063 T6 AL 1"X6"-0.100" T&G SLAT INFILL
6063 T6 AL 3"X2"X1/4" GATE FRAME BEHIND
V.I.F.
24' - 0"
4"X4"X1/4" THK STL GATE
POST W/ 1/4" THK STL PLATE CAP.
A4005
8
4"X4"X1/4" THK STL GATE POST W/ 1/4" THK STL PLATE CAP.
A40058
R.O.
18' - 0"31' - 5"
2' - 0"2' - 0"7' - 7"
CONC. FOUNDATION PER MANUF. SPECS
WALL-MOUNTED GATE RECEIVER &
BOTTOM END CUP
A40058 ALUM INFILL DETAILSIM.
OFF PROPERTY PROJECT SIDE
3" H ALUM COPING, BRONZE
WATER REPELLENT ON EXPOSED 8X8X16 CMU BLOCK, TAN/ GROUND
VARIESEARTH
TOW EL VARIES
PER SITE PLAN
FG VARIES
FG VARIES
WEEP SCREED
18" MINPER ENG.PER ENG.
PROPPERTY LINE
2" MIN. TO CMU BLOCK
VARIES
CMU BLOCK GROUT SOLID , REINFORCING PER STRUCTRL
CONCRETE FOOTING
PER STRUCTRL
RETAINING WALL PER STRUCTRL
A40054
A40052
3-COAT CEMENT PLASTER FINISH (OR THIN STONE VENEER OVER
SCRACH COAT WHERE OCCURS) OVER METAL LATH OVER CMU. WALL FINISH PER ELEVATIONS.
A400534" TYP.FRT WOODBLOCKING
ALUM. COPING W/CONT. CLEAT, SLOPETO DRAIN
3-COAT CEMENT PLASTER FINISH
(OR THIN STONE VENEER OVER SCRACH COAT) OVER METAL LATH OVER CMU. SEE ELEVATIONS
REINF. PER STRUCTRL
J MOLDING
4" MIN.WEEP SCREED
EARTH
3-COAT CEMENT PLASTER FINISH (OR THIN STONE VENEER OVER SCRACH
COAT WHERE OCCURS) OVER METAL LATH OVER CMU. WALL FINISH PER ELEVATIONS.
REINF. PER STRUCTRL
UNFINISHED GRADE SRF.
CONC. BASE IN PAINT
FINISH TO MATCH ADJ.
3-COAT CEMENT PLASTER FINISH OVER METAL LATH ON CMU.
REINF. PER STRUCTRL
THIN STONE VENEER OVER SCRACH COAT OVER METAL LATH ON CMU.
GSM FLASHING
J MOLDING
JOINT SEALANT
4"X4"X1/4" THK STL GATE POST W/ 1/4" THK STL PLATE CAP. PAINT TO MATCH FRAME
4"2"3"4"2"2"6063 T6 AL 3"X2"X1/4" GATE FRAME BEHIND
6063 T6 AL 3"X2"X1/4" U-
CHANNEL INFILL PANEL FRAME FACE-MOUNTED
6063 T6 AL 1"X6"-0.100" T&G SLAT INFILL
WELD-ON HEAVY DUTY BARREL HINGE. PAINT TO MATCH FRAME
PROPERTY SIDE
OFF PROPERTY
NOTES: 1/2" THK FLAT-CUT ALUM NUMERIALS, PAINTING ON ALL SIDES. MOUNTED TO FACE OF EXTERIOR FACADE WITH 1/4" THICK STAND-OFFS APINTED TO MATCH NUMERALS AND THREADED INSERTS AS
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7 WEST GATE -CANTILEVER SLIDE
SCALE: 3/4" = 1'-0"A3002
1 PERIMETER WALL, TYP.
SCALE: 1 1/2" = 1'-0"A3001
4 TOP OF WALL
SCALE: 1 1/2" = 1'-0"A4002
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MARK DESCRIPTION DATE APPR.177
SHRUBS CODE BOTANICAL / COMMON NAME CONT WATER USE QTY DETAIL
MUH RIG MUHLENBERGIA RIGENS / DEER GRASS 1 GAL MOD/LOW 8 2/L5001
PED BRA PEDILANTHUS BRACTEATUS / SLIPPER PLANT 1 GAL LOW 21 2/L5001
ANNUALS/PERENNIALS CODE BOTANICAL / COMMON NAME CONT WATER USE QTY DETAIL
AGA ATT AGAVE ATTENUATA / FOXTAIL AGAVE 1 GAL L/VL 16 2/L5001
HES PAR HESPERALOE PARVIFLORA / RED YUCCA 1 GAL L/VL 24 2/L5001
PUMP STATION PLANTING SCHEDULE
SHRUBS CODE BOTANICAL / COMMON NAME CONT WATER USE QTY DETAIL
BOU JOL BOUGAINVILLEA X `LA JOLLA` / LA JOLLA BOUGAINVILLEA 5 GAL LOW 15 2/L5001
CAR MAC CARISSA MACROCARPA / NATAL PLUM 1 GAL LOW 93 2/L5001
RHA IND RHAPHIOLEPIS INDICA / INDIAN HAWTHORN 5 GAL LOW 39 2/L5001
WEST CHANNEL PLANTING SCHEDULE
SYMBOL DESCRIPTION QTY DETAIL MATERIAL FORM COLOR SUPPLIER
BOULDER 7 3/L5001 DESERT SELECT 24" X 48"-
SOUTHWEST
BOULDER ANDSTONE
BOULDER SCHEDULE
PLANTING NOTES
1. DRAWING IS DIAGRAMMATIC. VERIFY ALL LOCATIONS AND CONDITIONS ON SITE. COUNT ALL PLANT
MATERIAL BEFORE BIDDING.
2. CONTRACTOR SHALL REVIEW ALL UTILITY PLANS AND BE FAMILIAR WITH THE WORK OF OTHER
TRADES AND SUB-CONTRACTORS.
3. CONTRACTOR SHALL INSPECT ALL SITE CONDITIONS AND LOCATE ALL UTILITY LOCATIONS AND
APPURTENANCES IN THE FIELD PRIOR TO THE START OF WORK. ANY CONFLICTS OR
DISCREPANCIES WITH PLANT MATERIAL LOCATIONS SHALL BE BROUGHT TO THE ATTENTION OF
THE LANDSCAPE ARCHITECT IMMEDIATELY. THE CONTRACTOR SHALL ONLY MAKE THE NECESSARY
ADJUSTMENTS TO PLANT PLACEMENT WITH PRIOR APPROVAL OF THE OWNER'S AUTHORIZED
REPRESENTATIVE IN ORDER TO ACHIEVE OPTIMUM DESIGN INTENT.
4. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR TO CONTACT
LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN WILL
RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE SUCH MATERIALS. CONTRACTOR TO VERIFY
EXACT QUANTITIES OF ALL PLANT MATERIAL NECESSARY.
5. ANY PLANT DEEMED NOT AVAILABLE BY THE CONTRACTOR SHALL BE NOTED IN PLANTING
SUBMITTAL ALONG WITH A PLANTING SUBSTITUTIONS IN ACCORDANCE WITH SPECIFICATIONS.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF PESTS OR
PLANT DISEASES.
7. PRE-SELECTED OR 'TAGGED' MATERIAL MUST BE INSPECTED BY THE CONTRACTOR AND CERTIFIED
PEST AND DISEASE FREE. IT IS THE CONTRACTOR'S OBLIGATION TO WARRANTY ALL PLANT
MATERIALS.
8. CONTRACTOR SHALL CONFIRM SOURCE OF ALL PLANT MATERIAL. ALL PLANT MATERIAL OF SAME
SPECIES SHALL BE FROM A SINGLE SOURCE.
9. ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT ON SITE PRIOR TO
INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL AT THE
DISCRETION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTRUCTION.
10. MAINTENANCE PERIOD MAY NOT BEGIN UNTIL ALL SPECIFIED PLANTING AND IRRIGATION
MATERIALS ARE INSTALLED.
11. WORK BY OTHER TRADES, INCLUDING, BUT NOT LIMITED TO, GUARDRAIL INSTALLATION, LIGHTING,
AND EXTERIOR PAINTING, THAT MAY INTERFERE WITH INSTALLED PLANT MATERIAL MUST BE
COMPLETE PRIOR TO THE START OF PLANTING. CONTRACTOR SHALL BE RESPONSIBLE FOR
IN-KIND REPLACEMENT OF PLANT MATERIAL DAMAGED BY CONSTRUCTION ACTIVITY.
12. GRADES SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING OF PLANT
MATERIALS. PERFORM FINE GRADING IN ALL PLANTING AREAS AND COORDINATE FINISH GRADE
TO ALLOW MULCH AS INDICATED IN SPECIFICATIONS.
13. PLACEMENT AND LAYOUT OF PLANT MATERIALS SHOWN ON DRAWINGS IS DIAGRAMMATIC. THE
LAYOUT OF PLANT MATERIALS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION OF PLANT MATERIALS IN ACCORDANCE WITH SPECIFICATIONS.
14. AFTER PLANTING IS COMPLETE, FURNISH AND SPREAD MULCH OVER ENTIRE PLANTED AREA, IN
ACCORDANCE WITH SPECIFICATIONS, UNLESS OTHERWISE NOTED ON DRAWINGS. CONTRACTOR
SHALL PROVIDE THE AMOUNT OF MULCH AND/OR DECORATIVE ROCK NECESSARY TO COVER THE
ENTIRE PLANTING AREA AND ALL AREAS NOT IDENTIFIED AS TURF OR PAVING AREAS ON
DRAWINGS AND SPECIFICATIONS.
15. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLANT ESTABLISHMENT ON THE ENTIRE SITE FOR
THE DURATION OF THE CONTRACT AND PLANT ESTABLISHMENT PERIOD, AS INDICATED IN THE
SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ALL WATERING, MOWING, EDGING, TRIMMING,
PRUNING, WEEDING, FERTILIZING, AND KEEPING ALL PLANT MATERIAL (BOTH EXISTING AND NEW)
IN HEALTHY GROWING CONDITIONS AND NEAT AND ATTRACTIVE IN APPEARANCE. REPLACE ALL
DEAD AND/OR DAMAGED PLANT MATERIAL ON A WEEKLY BASIS.
A
1 2345 678910
B
C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\brendan.kempf\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\Project Files\FDS\AutoCAD\SHEETS\Landscape\5-67-L0001.dwgDATE: Mar 15, 2023 9:34am USER: brendan.kempfDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
FDS
APRIL 2023NOT FORCONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
L0001
45
PLANTING NOTES & SCHEDULES
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
PLANTING UPDATES 20230314
178
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
DRIP CONTROL ZONE KIT
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. INCLUDES BALL VALVE WITH VALVE AND
PRESSURE REGULATING BASKET FILTER. VALVE SZE
INDICATED ON PLANS. MINIMUM OPERATIONAL FLOW OF 0.3
GPM. RAIN BIRD XCZ-100-PRB-COM OR APPROVED EQUAL.
3 4/L5003
LATERAL TO DRIPLINE TRANSITIONPIPE TRANSITION POINT FROM PVC LATERAL TO DRIP
TUBING.
4 1/L5003
DRIP FLUSH VALVE
DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER. RAIN BIRD MDCFCAP OR APPROVED EQUAL.
2 2/L5003
DRIP SYSTEM OPERATION INDICATORINSTALL INLINE WITH DRIP TUBING. RAIN BIRD OPERIND OR
APPROVED EQUAL.
3 3/L5003
AREA TO RECEIVE DRIPLINE
0.6 GPH EMITTERS AT 12" O.C. DRIPLINE
SUB-SURFACE DRIPLINE WITH INTEGRATED CHECK VALVE
FOR USE WITHOUT AIR RELIEF VALVE.. 0.6 GPH EMITTERS AT
12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. RAIN BIRDXFS-CV OR APPROVED EQUAL. FITTINGS BY SAME
MANUFACTURER.
849.2 S.F. 1/L5003
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
QUICK-COUPLING VALVE
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE
BODY. RAIN BIRD 44-LRC OR APPROVED EQUAL.
2 4/L5002
SHUT OFF BALL VALVE
BRASS SHUT OFF BALL VALVE, SAME SIZE AS MAINLINE PIPE.
MATCO-NORCA 759 OR APPROVED EQUAL.1 3/L5004
PRIMARY VALVE 1"NORMALLY CLOSED BRASS PRIMARY VALVE THAT PROVIDES
DIRTY WATER PROTECTION AND 3-WAY SOLENOID DESIGN.
MATCH MAINLINE SIZE. BUCKNER-SUPERIOR 3000 ORAPPROVED EQUAL.
1 5/L5002
REDUCED PRESSURE BACKFLOW PREVENTER 3/4"
FEBCO 825Y OR APPROVED EQUAL.1 3/L5002
IRRIGATION CONTROLLER
SMART CONTROLLER WITH ET AND FLOW SENSING
CAPABILITY. MINIMUM 4 STATION CAPACITY.
1 1/L5004
WIRELESS RAIN SENSOR
SENSOR AND RECEIVER UNIT TO BE FULLY COMPATIBLE
WITH IRRIGATION CONTROLLER. FINAL LOCATION TO BE
DETERMINE BY OWNER`S AUTHORIZED REPRESENTATIVE
1 2/L5004
FLOW SENSOR
1" FLOW SENSOR, BRASS MODEL. OPERATING RANGE 2.0
GPM TO 40.0 GPM. RAIN BIRD FS-100-B OR APPROVEDEQUAL.
1 5/L5002
POINT OF CONNECTION
SEE CIVIL DRAWINGS FOR POC.1
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 37.6 L.F.1/L5002
IRRIGATION MAINLINE: PVC SCHEDULE 80 132.3 L.F.1/L5002
PIPE SLEEVE: PVC SCHEDULE 40 40.9 L.F.2/L5002
F
DI
PV
BF
C
RS
FS
XX
PUMP STATION IRRIGATION EQUIPMENT SCHEDULE
SYMBOL DESCRIPTION QTY
SHRUB SPRAY RESTORATION
EXISTING SHRUB SPRAY ZONE, EXISTING TORO 570-PRX
HEADS. PROTECT IN PLACE OR RESTORE IN KIND. RESTORE
FUNCTIONALITY AND ENSURE HEAD-TO-HEAD COVERAGE.ADJUST HEADS TO ELIMINATE OVERSPRAY BEYOND
PLANTING AREA.
1,843 S.F.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
(E) CONTROL VALVE
EXISTING IRRIGATION CONTROL VALVE. PROTECT IN PLACE
OR REPLACE IN KIND.
1
(E) MAINLINE
EXISTING MAINLINE 1
IRRIGATION MAINLINE: PVC SCHEDULE 80 2.5 L.F. 1/L5002
XX
#"
#
Valve Number
Valve Size
Valve Flow
Valve Callout
#
WEST CHANNEL IRRIGATION RESTORATION
CRITICAL ANALYSIS
Generated:2022-07-13 17:37
P.O.C. NUMBER: 01Water Source Information:See Civil Drawings for POC.
FLOW AVAILABLE
Custom Max Flow:12 GPMFlow Available 12 GPM
PRESSURE AVAILABLE
Static Pressure at POC:45.00 PSIPressure Available: 45.00 psi
DESIGN ANALYSIS
Maximum Station Flow: 4.62 GPMFlow Available at POC:12 GPM
Residual Flow Available: 7.38 GPM
Critical Station: 3
Design Pressure: 20 PSI
Friction Loss: 0.06 PSI
Fittings Loss: 0.01 PSI Elevation Loss: 0 PSI
Loss through Valve: 3.37 PSI
Pressure Req. at Critical Station: 23.44 PSI
Loss for Fittings: 0.12 PSILoss for Main Line: 1.2 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow: 11.52 PSILoss for Master Valve: 0.13 PSI
Critical Station Pressure at POC: 36.41 PSI
Pressure Available:45 PSI
Residual Pressure Available: 8.59 PSI
NUMBER MODEL SIZE TYPE GPM HEADS DESIGN PSI PSI PSI @ POC PRECIP
1 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 2.70 269.7 L.F. 20 21.95 33.14 1.53 in/h
2 RAIN BIRD XCZ-100-PRB-COM 1"AREA FOR DRIPLINE 4.62 461.6 L.F. 20 23.69 36.41 1.25 in/h
3 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 4.37 436.1 L.F. 20 23.44 36.41 1.28 in/h
VALVE SCHEDULE
PIPE SLEEVE: P
GENERAL IRRIGATION NOTES
1. THE IRRIGATION CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE SPECIFICATIONS FOR THIS AND RELATED WORK PRIOR TOCONSTRUCTION, AND SHALL BECOME FAMILIAR WITH EQUIPMENT MANUFACTURERS' PUBLISHED INSTRUCTIONS AND SPECIFICATIONS.
2. IRRIGATION SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE AND MAXIMUM FLOW DEMAND SHOWN ON IRRIGATIONDRAWINGS AT THE POINT-OF-CONNECTION. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT DIFFERENCES BETWEEN WATER
PRESSURE INDICATED ON DRAWINGS AND ACTUAL PRESSURE READING AT IRRIGATION POINT-OF-CONNECTION TO OWNER'S AUTHORIZEDREPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, CONTRACTOR ASSUMESRESPONSIBILITY FOR REVISIONS.
3. IRRIGATION CONTRACTOR SHALL COORDINATE FINAL ELECTRICAL CONNECTION TO AUTOMATIC CONTROLLER. ALL WORK TO BECOMPLETED IN ACCORDANCE WITH APPLICABLE ELECTRIC CODES. PROVIDE ELECTRICAL POWER OUTLET AT THE CONTROLLER.
4. THIS PLAN IS DIAGRAMMATIC. PIPING, VALVES, ETC. MAY BE SHOWN OUT OF PLANTED AREAS OR WITHIN PAVED AREAS FOR DESIGNCLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS PER DESIGN INTENT. AVOID CONFLICTS BETWEEN IRRIGATION SYSTEM,
PLANTING AND ARCHITECTURAL FEATURES.
5. AVOID PLACING VALVE BOXES WITHIN ACTIVE AREAS. EXACT CLEAR DISTANCE REQUIRED FROM ACTIVE AREAS SHALL BE VERIFIED PRIOR TO
CONSTRUCTION. DO NOT PLACE VALVE BOXES IN LOW AREAS.
6. IRRIGATION SYSTEM NOT TO BE INSTALLED AS INDICATED ON DRAWINGS WHEN IT IS OBVIOUS IN FIELD THAT OBSTRUCTIONS, GRADE
DIFFERENCES OR AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. BRING SUCH OBSTRUCTIONS ORDIFFERENCES TO THE ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE. IN EVENT THIS NOTIFICATION IS NOT PERFORMED,CONTRACTOR ASSUMES RESPONSIBILITY FOR REVISIONS.
7. INSTALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE JOINT RESTRAINTS MAINLINE PIPE THROUGHOUT. USE TEFLON TAPEON ALL PVC MALE PIPE THREADS. INCLUDE DETAILS FOR ALL MAJOR SYSTEM COMPONENTS.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH GRADE DIFFERENCES, AND LOCATION OF WALLS, RETAINING WALLS,ETC., AND MUST COORDINATE WORK WITH GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR LOCATION AND INSTALLATION OF
PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND COORDINATING ALL PIPE SLEEVES AND SEPARATE CONTROL WIRE SLEEVES,
INCLUDING SLEEVES WITHIN PAVING AND AT EXPANSION JOINTS. ALL SLEEVES MUST BE FULLY COORDINATED WITH STRUCTURAL CONCRETE
AND PAVING CONTRACTORS PRIOR TO THE INSTALLATION OF PAVING.
10. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF UNSIZED LATERAL IS LOCATED BETWEEN TWO
IDENTICALLY SIZED SECTIONS THE UNSIZED SECTION SHALL BE OF THE SAME SIZE. IN NO CASE SHALL A SECTION OF PIPE BE SMALLER THANANY DOWNSTREAM SECTION LOCATED ON THE SAME LATERAL RUN.
11. THE IRRIGATION CONTRACTOR SHALL TURN OVER ALL OPERATING KEYS AND SERVICING TOOLS NEEDED FOR COMPLETE ACCESS,ADJUSTMENT, AND REPAIR OF ALL IRRIGATION SYSTEM COMPONENTS TO THE OWNER, AS STATED IN SPECIFICATIONS.
DRIP IRRIGATION NOTES
1. PROVIDE DRIP TUBING TO ALL PLANT MATERIAL SERVED BY DRIP IRRIGATION SYSTEM IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES.
2. DRIP EMITTER ZONING IS INTENDED TO IRRIGATE PLANT MATERIAL BY PLANT TYPE IN ORDER TO APPLY APPROPRIATE AMOUNTS OF WATER
AS NEEDED FOR PROPER PLANT GROWTH AND PLANT CARE. EXCEPTIONS TO PLANT MATERIAL SYSTEM SEPARATIONS WOULD BE NOTED ONPLANS.
3. VERIFICATION OF PLANT MATERIAL QUANTITIES AND NUMBER OF EMITTERS PER VALVE STATION IS THE RESPONSIBILITY OF THECONTRACTOR.
4. DRIP IRRIGATION LINES ARE SHOWN DIAGRAMMATICALLY, FOR CLARITY. INSTALL ALL PIPING IN LANDSCAPE PLANTING AREAS.
5. INSTALL POLYETHYLENE DRIP TUBE WITHIN PVC SLEEVE WHEN ROUTING UNDER PAVED SURFACES OR THROUGH PLANTER WALLS.
6. REFER TO PLANTING LEGEND FOR PLANT MATERIAL NAMES, ABBREVIATIONS, SPECIFIC SIZES, ON-CENTER SPACING AND ADDITIONALINFORMATION.
7. PROVIDE ONE (1) FLUSH/TEST-VALVE ASSEMBLY AS SHOWN ON PLAN, AND IN EACH PLANTER OR DRIP SECTION AS RECOMMENDED BYTUBING MANUFACTURER. LOCATE FLUSH/TEST-VALVE ASSEMBLY BOXES ADJACENT TO PLANTING BORDERS OR PAVING EDGES FOR
MAINTENANCE CONVENIENCE IF POSSIBLE.
8. THE MAXIMUM VELOCITY THROUGH LATERAL PIPE & DRIPLINE MUST NOT EXCEED 5 FEET PER SECOND. DUE TO THE SCHEMATIC NATURE OF
THE DRIP IRRIGATION LAYOUT THE CONTRACTOR IS RESPONSIBLE TO VERIFY FLOWS THROUGH ALL DRIP ZONE LATERALS AND VALVES.
9. A SINGLE DRIPLINE TUBE, OR COMBINATION OF SEVERAL DRIPLINE TUBES ORIGINATING FROM ONE DRIPLINE TUBE, MUST NOT EXCEED
MAXIMUM RUN AS PUBLISHED BY DRIPLINE MANUFACTURER.
10. THOROUGHLY FLUSH LATERALS BEFORE MAKING CONNECTIONS. FLUSH DRIPLINE TUBING DURING CONNECTION OF FITTINGS. FLUSH
THROUGH FLUSH VALVE AFTER MAKING CONNECTIONS, FOLLOWING MANUFACTURER'S RECOMMENDATIONS.
11. SUPPLY HEADERS AND EXHAUST HEADERS MADE OF DRIPLINE MAY BE SUBSITUTED FOR PVC HEADERS PROVIDED THE WATER DEMAND
SERVED BY THE HEADER IS LESS THAN 5 GPM.
12. OBSERVE AND RECORD OPERATING PRESSURE AT EACH FLUSH/TEST VALVE.
WATER SOURCE
WATER QUALITY: POTABLEPURVEYOR: CITY OF NEWPORT BEACH
PROJECT TYPE
PUMP STATION: NEW PUBLIC AGENCY DEVELOPMENT
WEST CHANNEL: REHABILITATION OF EXISTING
LANDSCAPE AREA
A
1 2345 678910
B
C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\jenkinsi\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\Project Files\DS3\AutoCAD\SHEETS\Landscape\5-67-L0002.dwgDATE: Jan 12, 2023 5:45pm USER: JenkinsIDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023NOT FORCONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
L0002
46
IRRIGATION NOTES & SCHEDULES& CALCULATIONS
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
179
CALTRANS R.O.W.
SCREEN WALL, SEE ARCH DWGS
LOW RETAINING WALL, SEE CIVIL DWGS
(E) CATCH BASIN
CONCRETE PAVING, SEE CIVIL DWGS
K-101
SCREEN WALL, SEE ARCH DWGS
LOW RETAINING WALL, SEE CIVIL DWGS
PACIFI
C
C
O
A
S
T
H
I
G
H
W
A
Y
CATCH BASIN, SEE CIVIL
GUARD RAIL, SEE ARCH DWGS
AGA ATT1 GAL13
DOMESTIC BACKFLOW, SEE CIVIL DWGS
IRRIGATION BACKFLOW, SEESHEET L1003
PED BRA
1 GAL
15
HES PAR1 GAL10
MUH RIG1 GAL2
AGA ATT
1 GAL
3
PED BRA
1 GAL
6
MUH RIG1 GAL 6
HES PAR1 GAL14
10'20'0'10'
SCALE: 1" = 10'
A
1 2345 678910
B
C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\brendan.kempf\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\Project Files\FDS\AutoCAD\SHEETS\Landscape\5-67-L1001.dwgDATE: Mar 15, 2023 2:21am USER: brendan.kempfDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
FDS
APRIL 2023NOT FORCONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
Underground Service Alert
TWO WORKING DAYS BEFORE YOU DIG
Call:811
L1001
47
PLANTING PLAN - PUMP STATION
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
PLANTING UPDATES 20230314
180
(E) BUS STOP, PROTECT IN PLACE
(E) SPRINKLER CONTROL
(CONTRACTOR VERIFY
FUNCTIONALITY)
(E) IRRIGATION CONTROLLER
ABANDONED MANHOLE, SEE DEMO PLANS
(E) COMMUNICATIONS VAULT
(E) FENCE
(E) ASPHALTIC CURB
(E) VALVE VAULT
CAR MAC1 GAL 96
RHA IND
5 GAL
38
BOU JOL5 GAL 15FORCE MAIN ACCESS
VAULT, SEE CIVIL DWGS
10'20'0'10'
SCALE: 1" = 10'
A
1 2345 678910
B
C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\jenkinsi\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\Project Files\DS3\AutoCAD\SHEETS\Landscape\5-67-L1002.dwgDATE: Jan 12, 2023 5:44pm USER: JenkinsIDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023NOT FORCONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
Underground Service Alert
TWO WORKING DAYS BEFORE YOU DIG
Call:811
L1002
48
PLANTING PLAN - WEST CHANNELRESTORATION
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
181
PACIFI
C
C
O
A
S
T
H
I
G
H
W
A
Y
1BFPV
DI
DI DI
F
F
CRS
14.16
1"
34.37
1"
1"
CALTRANS R.O.W.
IRRIGATION CONTROLLER, MOUNT TO INSIDE
FACE OF WALL - SEE ELECT DWGS FOR 120VAC SUPPLY
CATCH BASIN,SEE CIVIL DWGS
WIRELESS RAIN SENSOR, LOCATION TBD
BY OWNER'S AUTHORIZED REPRESENTATIVE
24.62
1"
DOMESTIC BACKFLOW, SEE CIVIL DWGS
IRRIGATION BACKFLOW
PREVENTER ENCLOSURE
FS
NOTE:
SEE SHEET L0002 FOR
IRRIGATION LEGEND ANDNOTES
I HAVE COMPLIED WITH
THE CRITERIA OF THEORDINANCE AND APPLIED
THEM ACCORDINGLY FOR
THE EFFICIENT USE OFWATER IN THE IRRIGATION
DESIGN PLAN.
10' 20'0'10'
SCALE: 1" = 10'
A
1 2345 678910
B
C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\jenkinsi\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\Project Files\DS3\AutoCAD\SHEETS\Landscape\5-67-L1003.dwgDATE: Jan 12, 2023 5:46pm USER: JenkinsIDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023NOT FORCONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
Underground Service Alert
TWO WORKING DAYS BEFORE YOU DIG
Call:811
L1003
49
IRRIGATION PLAN - PUMP STATION
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
182
2
1"
(E) CONTROL VALVE & VAULT,PROTECT IN PLACE
R.O.W.
RESTORE/RETROFIT (E) SPRAY ZONE
(E) VALVE VAULT
PACIFIC
C
O
A
S
T
HI
G
H
W
A
Y
BIKE PATH
IRRIGATION CONTROLLER
FORCE MAIN ACCESS
VAULT, SEE CIVIL DWGS
NOTE:
SEE SHEET L0002 FORIRRIGATION LEGEND AND
NOTES
I HAVE COMPLIED WITHTHE CRITERIA OF THE
ORDINANCE AND APPLIED
THEM ACCORDINGLY FORTHE EFFICIENT USE OF
WATER IN THE IRRIGATIONDESIGN PLAN.
CONTRACTOR SHALL RETROFIT IRRIGATION SYSTEM AT WEST CHANNELRESTORATION AREA. PROTECT EXISTING EQUIPMENT AND PIPING INPLACE AND REPAIR ANY DAMAGED COMPONENTS IN KIND. ADJUST
EXISTING SPRAYHEADS AND ADD ADDITIONAL HEADS AS NEEDED TOENSURE HEAD-TO-HEAD COVERAGE AND TO ELIMINATE OVERSPRAY OF
NON-PLANTED AREAS.
10' 20'0'10'
SCALE: 1" = 10'
A
1 2345 678910
B
C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\jenkinsi\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\Project Files\DS3\AutoCAD\SHEETS\Landscape\5-67-L1004.dwgDATE: Jan 12, 2023 5:51pm USER: JenkinsIDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023NOT FORCONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
Underground Service Alert
TWO WORKING DAYS BEFORE YOU DIG
Call:811
L1004
50
IRRIGATION PLAN - WEST CHANNELRESTORATION
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
183
PAVING EDGE, CURB,
BUILDING OR EDGING
"L"
"L"=SPACING AS CALLED FOR IN PLANTING PLAN
"L""L"1/2"L"PLANT LOCATION TYP
TRIANGULAR SPACING
SCALE:1 1/2" = 1'-0"L5001
1
2X ROOTBALL DIA.3"SHRUB - CENTER
IN PLANTING PIT
AMENDED TOPSOIL
(TYP)
SCARIFY BOTTOM
AND SIDES OF
PLANTING PIT.
3" MULCH IN ALL
SHRUB AREASEXCEPT TOP OF
ROOTBALL
FINISH GRADE
PLANTING TABLETS.
PLACE IN PIT 2/3 UP
FROM PIT BOTTOM.
SEE SPECIFICATIONS.
AMENDED BACKFILL.
SEE SPECIFICATIONS.
SET TOP OF ROOTBALL1" ABOVE ADJ.
FINISHED GRADE AND
SLOPE FOR DRAINAGE
SUBGRADE -UNDISTURBED OR
90% COMPACTED
TYPICAL SHRUB PLANTING
SCALE: 1/2" = 1'-0"L5001
2
NOTES:
1. LANDSCAPE ARCHITECT TO REVIEW PLACEMENT
AND ORIENTATION OF ALL BOULDERS.2. BURY BOULDER 1/3 OF ITS HEIGHT, TYP.
3. SET BOULDER LEVEL ON SLOPES.1/3MASS MIN2/3 MASSMAXBOULDER (TYP)
6" SAND LEVELING BED (TYP)
COMPACTED SUBGRADE
PER GEOTECH REPORT(TYP)
TYPICAL BOULDER PLACEMENT
SCALE: 1" = 1'-0"L5001
3
A
1 2345 678910
B
C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\jenkinsi\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\Project Files\DS3\AutoCAD\SHEETS\Landscape\5-67-L5001.dwgDATE: Jan 12, 2023 5:14pm USER: JenkinsIDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023NOT FORCONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
L5001
51
PLANTING DETAILS
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
184
NOTES:
1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES
2. BUNDLE & TAPE CONTROL WIRES AT 10' INTERVALS
3. TIE A LOOSE 24" LOOP IN WIRING AT CHANGE OF DIRECTION GREATER
THAN 30'. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE.
4. UNDER PAVED AREAS, ALL PRESSURE LINES & WIRES SHALL BE SLEEVED
W/ SCH. 80 PVC PIPE & SHALL BE 24" MIN IN DEPTH.
5. INSTALL ALL CONTROL WIRES ON UNDERSIDE OF MAINLINE PIPE
6. PIPE DEPTH FOR PRESSURE MAINLINE SHALL BE 18" MIN.
7. PIPE DEPTH FOR ALL NON-PRESSURE LATERAL LINES SHALL BE 12" MIN.
WALK, PAVEMENT, OR OTHER
STRUCTURE
FINISH GRADE
LATERAL LINE
ELECTRICAL CONDUIT FOR
WIRING
PRESSURE MAIN LINE
CLEAN SAND BACKFILL (IF
INDICATED). MIN. BACKFILLRELATIVE COMPACTION SHALL
BE 90%
6" MIN
12" MIN18" MIN2" MIN
6" MIN
TYPICAL PIPE TRENCHING
SCALE:1" = 1'-0"L5002
1
NOTES:
1. SEE IRRIGATION LEGEND FOR MAINLINE SIZE AND TYPE.
2. ALL SLEEVES SHALL BE SCH. 80 PVC PIPE.
3. ALL SLEEVES SHALL EXTEND 6" BEYOND THE EDGE OF PAVEMENT.
4. END OF SLEEVES SHALL BE LOCATED WITH A WOODEN STAKE OR
PVC PIPE. LOCATORS SHALL RUN CONTINUOUSLY FROM THE END
OF THE SLEEVE TO FINISHED GRADE.3'-0"PAVED SURFACE
BASE COURSE
CLEAN BACKFILL, 95%
RELATIVE COMPACTION
UNDER PAVING OR PER
GEOTECH REPORT.
CONTROL WIRE SLEEVE TO
BE TWO TIMES THE
DIAMETER OF CONTROL
WIRE BUNDLE
MAINLINE SLEEVE TO BE
TWO TIMES THE DIAMETER
OF THE PRESSURIZED
MAINLINE PIPE.
NON-PRESSURIZED LINE
SLEEVE BE TWO TIMES
THE DIAMETER OF THE
LATERAL LINE.
TYPICAL PIPE SLEEVING
SCALE: 1" = 1'-0"L5002
2
NOTE:
REDUCED PRESSURE BACKFLOW ASSEMBLE SHALL
BE LOCATED IN SHRUB AREAS TO ACHIEVE VISUAL
SCREENING. FINAL LOCATION TO BE DETERMINED
BY LANDSCAPE ARCHITECT. CONTRACTOR TO PAINT
BACKFLOW GREEN.
PEA GRAVEL
2500 PSI CONCRETE PADTO SUPPORT ENCLOSURE.
SIZE AND ANCHOR BOLTS
PER ENCLOSURE SPECS.
PLAN
REDUCED PRESSURE BACKFLOW
CONCRETE THRUST BLOCK,
1 CUFT
PVC SCH 80 MAINLINE,
TYP BOTH SIDES
PVC SCH 80 MALE ADAPTER,
BRASS COUPLING, AND BRASS
NIPPLE. TYP BOTH SIDES.
PEA GRAVEL
BRASS UNION, LINE SIZED.
TYP BOTH SIDES.
BRASS PIPES, NIPPLES, &
FITTINGS. TYP.
SECTION A
A-
VANDAL RESISTANT STEEL
ENCLOSURE. SIZE AS NECESSARY.
SEE SPECIFICATIONS.
TYPICAL BACKFLOW PREVENTER
SCALE: 1/2" = 1'-0"L5002
3
NOTE:
BOX SHALL BE FLUSH
WHEN ADJACENT TO TURF
OR HARDSCAPE, 1 1/2"ABOVE F.G. IN
GROUNDCOVER AREAS
ROUND VALVE BOX W/
LOCKING COVER. BRANDED
"QC' ON COVER
QUICK COUPLER UNIT AS
SPECIFIED
PAVED SURFACE
PRESSURE MAINLINE
PVC TEE
PVC SCH 40 PIPE
PVC SCH 40 MALE ADAPTER
1 CU. FT. CONC. THRUST
BLOCK
BRASS 90° ELL
BRASS NIPPLE , TYP 2
PLACES
BRASS COUPLING
BRASS NIPPLE18"FINISHED GRADE
3-INCH MIN DEPTH 3/4-INCH
WASHED GRAVEL
18"
TYPICAL QUICK COUPLER VALVE
SCALE: 1 1/2" = 1'-0"L5002
4
FLOW
10X PIPE DIA.18" MINIMUM BELOW GRADE.5X PIPE DIA.
NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA.
PLASTIC BRANDED VALVE BOX W/ LOCKABLE LID.
BRANDED "RCV" AND STATION NUMBER ON LID.SET FIRMLY ON PEA GRAVEL.
FINISHED GRADE
SCHEDULE 80 NIPPLES, VALVE INLET SIZE
FLOW SENSOR AS SPECIFIED
WATERPROOF SPLICE KIT, TYP
CABLE TO CONTROLLER, CONNECT PER
MANUFACTURER REQUIREMENTS
PVC MAIN LINETO BACKFLOW
DEVICE
MASTER CONTROL
VALVE AS
SPECIFIED
WATERPROOF SPLICE
KIT, 30" LOOPED WIRES
SCH. 80 NIPPLES,
VALVE INLET SIZE
REDUCER AS
REQUIRED
TYPICAL MASTER VALVE/FLOW SENSOR ASSEMBLY
SCALE: 1 1/2" = 1'-0"
3" MINIMUM DEPTH
3/4" WASHED GRAVEL
AT BOTTOM OF EACH BOX:
1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP
SIDES, OVER 6"X2"X16" CONCRETE BLOCK
CAPS, ONE EACH SIDE (TWO PER BOX)
L5002
5
EDGE OF WALK, CURB, WALL, ETC.PLANTING AREA
TYPICAL VALVE BOX PLACEMENT
SCALE: 1" = 1"L5002
6
NOTE:
MAXIMUM WIRE SIZES PER CONNECTOR
ARE THREE # 14'S OR TWO #12'S.
1. STRIP WIRES 1/2" FROM ENDS.
2. APPLY SCOTCHLOK Y SPRING
CONNECTOR IN A CLOCKWISE
DIRECTION.
3. INSERT SPLICE TO BOTTOM
OF GEL-FILLED TUBE. CHECK
TO MAKE SURE CONNECTOR
HAS BEEN PUSHED PAST
LOCKING FINGERS AND IS
SEATED AT BOTTOM OF TUBE.
4. POSITION WIRES IN WIRE
CHANNELS AND CLOSE
INSULATOR TUBE COVER.
1/2"
TYPICAL WIRE SPLICE KIT
SCALE: 1" = 1"L5002
7
A
1 2345 678910
B
C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\jenkinsi\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\Project Files\DS3\AutoCAD\SHEETS\Landscape\5-67-L5002.dwgDATE: Jan 12, 2023 5:15pm USER: JenkinsIDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023NOT FORCONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
L5002
52
IRRIGATION DETAILS 1
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
185
3
3
4
4
2
1
2
1 MULCH
FINISH GRADE
POP-UP OPERATION INDICATOR
SUB-SURFACE DRIPLINE: REFERTO IRRIGATION SCHEDULE
NOTE:
INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIPLINE TUBING.
DRIPLINE OPERATION INDICATOR
SCALE:1" = 1"L5003
3
PVC SCH 40 ELL
MAINLINE PIPE
PVC SCH 40 TEE OR ELL
PVC SCH 80 NIPPLE AND PVC
SCH 40 ELL
PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
FINISHED GRADE
PLASTIC BRANDED VALVE BOX W/LOCKABLE LID. BRANDED "RCV" AND
STATION NUMBER ON LID.
30-INCH LINEAR LENGTH OF
WIRE, COILED
DRI-SPLICE WATERPROOF
CONNECTION.
PVC SCH 80 TRUE UNION BALL
VALVE
ID TAG, STAMPED. SEE
SPECIFICATIONS
REMOTE CONTROL VALVE
PVC SCH 80 NIPPLE, CLOSE
3-INCH MIN DEPTH 3/4-INCH
WASHED GRAVEL
LATERAL PIPE
BASKET FILTER AND PRESSURE
REGULATOR
PVC SCH 40 FEMALE ADAPTER
TYPICAL DRIP CONTROL ZONE ASSEMBLY
SCALE: 1" = 1"L5003
4
LATERAL FLOW PER 100 FT (GPM)
EMITTER FLOW RATE
GRID PRECIPITATION RATES (IN/HR)
MAX GPM PSI LOSS
SCHEDULE 40 PVC HEADER SIZE
POLY PIPE HEADER SIZE
MAXIMUM FLOW PER ZONE
EMITTER FLOW RATE GPH
12" SPACINGPSI
MAXIMUM LATERAL LENGTH (FEET)
CURVED POLYGON
HOURGLASS SHAPED
F
F
ODD SHAPED
F
POLYGON SHAPED
F
DOGBONE SHAPED
F
F
CORNER SHAPED
F
"C" SHAPED
F
PVC MAINLINE.
PIPE.3/4" PVC LATERAL
TYPICALCOMPRESSION
FITTING.
CENTER FEED EXAMPLEEND FEED EXAMPLE
FLUSH VALVE OR CAPAT LOW END, AS
NOTED.
TYPICAL DRIP LINE
WITH EMITTERSPACING AS NOTED.
TIE DOWN STAKE ATALL TEES, ELLS, ANDAT 4' O.C. AT CLAY, 3'
O.C. AT LOAM, OR 2'O.C. AT SAND.
TYPICAL FPT ADAPTER ANDCOMPRESSION COUPLER.
DRIP VALVE / FILTER /
REGULATOR.
TYPICAL OFFSET2" FROM
HARDSCAPE, 4"FROM PLANTEDAREA.
TYPICAL OFFSET 2" FROM
HARDSCAPE, 4" FROMPLANTED AREA.
DRIPLINE SPACING AS
NOTED. EMITTERSOFFSET FOR
TRIANGULAR SPACING.
POLYETHYLENE OR PVC HEADER
MANIFOLD, SIZE AS PER "MAXIMUMFLOW PER ZONE" CHART.MAXIMUM LENGTH OF SINGLELATERAL, SEE CHART.MAXIMUM LENGTH OF SINGLELATERAL, SEE CHART.0.6 GPM 18" SPACING 24" SPACING0.6 GPM 0.6 GPM
125249307350125125
175350434495175175
218442550627218218
EMITTER
SPACING
LATERAL
SPACING 0.6
121824
121824
0.960.690.28
EMITTERFLOW 12"SPACING 18"SPACING 24"SPACING
0.6 GPH 1.0 GPM 0.67 GPM 0.5 GPM
1/2"3/4"1"1-1/2"2"
102030405060
4.7 GPM8.3 GPM13.5 GPM33.9 GPM52.4 GPM
7.7 PSI5.6 PSI4.2 PSI2.9 PSI1.9 PSI
1/2"3/4"1"1-1/2"2"
4.7 GPM8.3 GPM13.5 GPM33.9 GPM52.4 GPM
8.8 PSI6.3 PSI4.8 PSI2.9 PSI2.2 PSI
PVC SCH 40 TELL OR ELL
PVC MANIFOLD LINE
EASY FIT COMPRESSION
ADAPTER.
EASY FIT COMPRESSIONCOUPLING
LANDSCAPE DRIPLINE TUBING
SLOPED CONDITION NOTE:
1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE.2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT.
3. NORMAL SPAVING WITHIN THE TOP 2/3 OF SLOPE.4. INSTALL DRIPLINE AT 25% GREATER SPACING AT BOTTOM 1/3 OF SLOPE.
5. WHEN ELEVATION CHANGE IS 10 FT OF MORE, ZONE BOTTOM 1/3 OF SLOPE ON SEPARATE VALVE.
EXAMPLE CONFIGURATIONS
FLUSH VALVE
PVC MANIFOLD LINE WITH PVC TEE
LANDSCAPE DRIPLINE TUBING
WATER SOURCE: DRIP VALVE OR
LATERAL FROM VALVE
MANIFOLD/DRIPLINE CONNECTION
LEGEND
TYPICAL DRIPLINE AREA
SCALE: 3" = 1'-0"L5003
1
4" THICK LAYER OF WASHED
GRAVEL. THE BOX SHALL
REST UPON THE ROCK BED.
DO NOT EXTEND GRAVEL
INTO BOX.
DRIPLINE COMPRESSION
COUPLER
10" DIA. VALVE BOX
FLUSH CAP
DRIPLINE STAKE AT COUPLER (TYP)
MULCH LAYER
DRIPLINE 4" TO 5"
BELOW GRADE WITH
EMITTERS AS NOTED
1/2" DRIP TUBING
FINISHED GRADE
TYPICAL DRIPLINE FLUSH VALVE 2
L5003SCALE: 3" = 1'-0"
A
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C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\jenkinsi\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\Project Files\DS3\AutoCAD\SHEETS\Landscape\5-67-L5003.dwgDATE: Jan 12, 2023 5:46pm USER: JenkinsIDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023NOT FORCONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
L5003
53
IRRIGATION DETAILS 2
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
186
SET BOX FLUSH TO
GRADE.
10"X15" RECTANGULAR
BOX W/ 6" EXTENSION.
TWO 6"X2"X16"
CONCRETE BLOCK
CAPS, ONE ON EACH
SIDE OF BOX.
PVC MAINLINE.
ADAPTER
SCHEDULE 80
THREADED NIPPLE AS
REQ'D.
ISOLATION BALL
VALVE AS SPECIFIED,
SAME SIZE AS MAINLINE.
PEA GRAVEL IN
VALVE BOX
BRASS ISOLATION BALL VALVE
SCALE:1 1/2" = 1'-0"L5004
3
NOTES:
1. INSTALL PER LOCAL ELECTRICAL CODES.
2. PROVIDE GROUNDING ROD AS REQUIRED BY LOCAL CODE ANDMANUFACTURER SPECIFICATIONS.
WEATHERPROOF WALL MOUNT
CONTROLLER ENCLOSURE
112" SCH 40 PVC CONDUIT, FITTINGSAND SWEEP ELL FOR CONTROL WIRE
TO RCV'S
LOCKING MANUAL SWITCH, SQUARE
D 2510KG1B OR EQUAL. CONNECT TO
LOAD SIDE OF RECEPTACLE.
GFCI RECEPTACLE
WEATHERPROOF 2-GANGRECEPTACLE BOX
ELECTRICAL CONDUIT
120 VAC SUPPLY, SEE
ELECTRICAL DWGS
WEATHERPROOF WALL
MOUNT CONTROLLER
ENCLOSURE
FINISHED SURFACEPLANTER AREA
FINISHED GRADE
FOOTING SEE
STRUCTURAL DWGS5'-0"1" SCH 40 PVC CONDUIT, FITTINGS AND
SWEEP ELL FOR 120 VAC POWER
SUPPLY
1'-6"112" SCH 40 PVCCONDUIT, FITTINGS
AND SWEEP ELL FOR
CONTROL WIRE TO
RCV'S
WEATHERPROOF
2-GANG RECEPTACLEBOX
IRRIGATION
CONTROLLER W/
WEATHER PROOF
CABINET & LOCKING
LID COVER
SCREEN WALL SEE
STRUCTURAL DWGS
RAIN SENSOR CONTROLLER INTERFACE
(IF REQUIRED)
FINISHED SURFACE
WALL MOUNT CONTROLLER
SCALE: 1" = 1'-0"L5004
1
EXTERIOR WALL
MOUNTING BRACKET
RAIN SENSOR
NOTES:
1. SENSOR SHOULD NOT BE MOUNTED UNDER TREES,
IN AREAS AFFECTED BY SPRINKLER SYSTEM, OR
UNDER EAVES
2. SENSOR MUST BE LOCATED WITHIN 700' OF SENSOR
CONTROLLER INTERFACE
MECHANICAL FASTENER
(INCLUDED)
WIRELESS RAIN SENSOR
SCALE: 1 1/2" = 1'-0"L5004
2
A
1 2345 678910
B
C
D
E
F
MARK DATE APPR.DESCRIPTIONDWG: C:\Users\jenkinsi\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\Project Files\DS3\AutoCAD\SHEETS\Landscape\5-67-L5004.dwgDATE: Jan 12, 2023 5:15pm USER: JenkinsIDRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023NOT FORCONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
L5004
54
IRRIGATION DETAILS 3
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
187
INTENTIONALLY BLANK PAGE188
Community Development Department
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
100 Civic Center Drive
Newport Beach, California 92660
949 644-3200
newportbeachca.gov/communitydevelopment
Memorandum
To: Planning Commission
From: David Lee, Senior Planner
Date: January 17, 2024
Re: Agenda Item No. 3 – Additional Conditions of Approval
________________________________________________________________
Please see the attached revisions to Exhibit “F” (Conditions of Approval) of the
draft resolution for the OCSD Bay Bridge Pump Station project. The revised Exhibit
includes conditions of approval that are typical for coastal development permits
(shown in red).
Additionally, minor revisions to Conditions 7, 10, and 15 are also shown in red.
These revisions remove references to OCSD obtaining building permits from the
City. OCSD is a local wastewater agency and is exempt from building ordinances
for wastewater facilities, per California Code 53091 d.
Planning Commission - January 18, 2024 Item No. 3a - Additional Materials Received from Staff OCSD Bay Bridge Pump Station (PA2023-0076)
Planning Commission Resolution No. PC2024-002
Page 23 of 28
EXHIBIT “F”
CONDITIONS OF APPROVAL
(Project-specific conditions are in italics)
Planning Division
1. The development shall be in substantial conformance with the approved site plan, floor
plans, and building elevations stamped and dated with the date of this approval (except as
modified by applicable conditions of approval).
2. The Project is subject to all applicable City ordinances, policies, and standards unless
specifically waived or modified by the conditions of approval.
3. The applicant shall comply with all federal, state, and local laws. A material violation of
any of those laws in connection with the use may be caused the revocation of this Major
Site Development Review, Conditional Use Permit, and Coastal Development Permit.
4. The major site development review and coastal development permit shall expire unless
exercised within 24 months from the date of approval as specified in Sections 20.54.060
and 21.54.060 of the Newport Beach Municipal Code unless an extension is otherwise
granted.
5. Any change in operational characteristics, expansion in the area, or other modification
to the approved plans, shall require an amendment to this Major Site Development
Review and Coastal Development Permit or the processing of a new Site Development
Review and Coastal Development Permit.
6. A copy of the Resolution, including conditions of approval Exhibit “A” shall be
incorporated into the Building Division and field sets of plans before issuance of the
building permits.
7. Before the issuance of a building permit Prior to construction, the applicant shall submit
a landscape and irrigation plan prepared by a licensed landscape architect. These plans
shall incorporate drought-tolerant plantings and water-efficient irrigation practices, and
the plans shall be approved by the Planning Division.
8. All landscape materials and irrigation systems shall be maintained by the approved
landscape plan. All landscaped areas shall be maintained in a healthy and growing
condition and shall receive regular pruning, fertilizing, mowing, and trimming. All
landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be
kept operable, including adjustments, replacements, repairs, and cleaning as part of
regular maintenance.
9. The site shall not be excessively illuminated based on the luminance recommendations
of the Illuminating Engineering Society of North America, or, in the opinion of the Director
Planning Commission - January 18, 2024 Item No. 3a - Additional Materials Received from Staff OCSD Bay Bridge Pump Station (PA2023-0076)
Planning Commission Resolution No. PC2024-002
Page 24 of 28
of Community Development, the illumination creates an unacceptable negative impact
on surrounding land uses or environmental resources. The Director may order the
dimming of light sources or other remediation upon finding that the site is excessively
illuminated.
10. Before the issuance of a building permit Prior to construction, the applicant shall prepare
a photometric study in conjunction with a final lighting plan for approval by the Planning
Division. The survey shall show that lighting values are “1” or less at all property lines.
11. All exterior lighting shall be shielded with light rays confined within the boundaries of the
Property. Site lighting shall not create a public nuisance by shining onto public streets
or adjacent sites.
12. All mechanical equipment and trash areas shall be fully screened from view from East
Coast Highway, Bayside Drive, and the surrounding properties (including from above)
and shall be sound attenuated in accordance with Chapter 10.26 of the Newport Beach
Municipal Code.
13. The odor control room shall be screened with louvers. The mechanical equipment shall
be screened from view of future adjacent residents.
14. Site lighting shall be designed so light generated on-site does not spill on to adjoining
properties or rights-of-way. On-site lighting shall be designed so that light sources are
not visible from East Coast Highway, Bayside Drive, or from adjacent properties.
15. Before the issuance of a building permit Prior to construction, the applicant shall pay
any unpaid administrative costs associated with the processing of this application to the
Planning Division.
16. All noise generated by the proposed use shall comply with the provisions of Chapter
10.26 and other applicable noise control requirements of the Newport Beach Municipal
Code. The maximum noise shall be limited to no more than depicted below for the
specified periods unless the ambient noise level is higher:
Between the hours of 7:00 AM
and 10:00 PM
Between the hours of 10:00
PM and 7:00 AM
Location Interior Exterior Interior Exterior
Residential Property 45dBA 55dBA 40dBA 50dBA
Residential Property located within
100 feet of a commercial property 45dBA 60dBA 45dBA 50dBA
Mixed Use Property 45dBA 60dBA 45dBA 50dBA
Commercial Property N/A 65dBA N/A 60dBA
17. All trash shall be stored within the building or within dumpsters stored in the trash
enclosure (three walls and a self-latching gate) or otherwise screened from view of
neighboring properties, except when placed for pick-up by refuse collection agencies.
Planning Commission - January 18, 2024 Item No. 3a - Additional Materials Received from Staff OCSD Bay Bridge Pump Station (PA2023-0076)
Planning Commission Resolution No. PC2024-002
Page 25 of 28
The trash enclosure shall have a decorative solid roof for aesthetic and screening
purposes.
18. The exterior of the Project shall be always maintained free of litter and graffiti. The owner
or operator shall provide for daily removal of trash, litter debris, and graffiti from the
premises and on all abutting sidewalks within 20 feet of the premises.
19. The applicant shall ensure that the trash dumpsters and/or receptacles are maintained
to control odors. This may include the provision of either fully self-contained dumpsters
or periodic steam cleaning of the dumpsters if deemed necessary by the Planning
Division. Cleaning and maintenance of trash dumpsters shall be done in compliance
with the provisions of Title 14, including all future amendments (including Water Quality
related requirements).
20. Deliveries and refuse collection for the facility shall be prohibited between the hours of
10:00 p.m. and 7:00 a.m. on weekdays and Saturdays and between the hours of 10:00
p.m. and 9:00 a.m. on Sundays and Federal holidays unless otherwise approved by the
Director of Community Development and may require an amendment to this approval.
21. Prior to construction, a waterproofing curb or similar design feature shall be constructed
around the proposed structures as an adaptive flood protection device based on the
State of California’s Sea Level Rise Guidance H++ Scenario, per the approved plans
and Coastal Hazards Report dated October 2023. Flood shields (sandbags and other
methods) can be deployed across the openings to protect and prevent flooding to the
structure.
22. Prior to construction, the property owner shall submit a notarized signed letter
acknowledging all hazards present at the site, assuming the risk of injury or damage
from such hazards, unconditionally waiving any claims of damage against the City from
such hazards, and to indemnify and hold harmless City, its City Council, its boards and
commissions, officials, officers, employees, and agents from and against any claims,
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 which may arise
from or in any manner relate (directly or indirectly) to City’s approval of the development.
23. This approval does not authorize any new or existing improvements (including
landscaping) on California Coastal Permit Jurisdiction, State tidelands, or public
beaches. Any improvements located on tidelands, submerged lands, and/or lands that
may be subject to the public trust shall require a coastal development permit (CDP)
approved by the California Coastal Commission (Coastal Commission). Prior to
construction, the applicant shall provide a copy of said coastal development permit or
CDP waiver or documentation from the Coastal Commission that subject improvements
are not subject to the permit requirements of the Coastal Act and/or not located within
the permit jurisdiction of the Coastal Commission.
Planning Commission - January 18, 2024 Item No. 3a - Additional Materials Received from Staff OCSD Bay Bridge Pump Station (PA2023-0076)
Planning Commission Resolution No. PC2024-002
Page 26 of 28
24. No demolition or construction materials, equipment debris, or waste, shall be placed or
stored in a location that would enter the sensitive habitat, receiving waters, or storm
drains or result in impacts to environmentally sensitive habitat areas, streams, the
beach, wetlands or their buffers. No demolition or construction materials shall be stored
on public property.
25. The applicant is responsible for compliance with the Migratory Bird Treaty Act (MBTA).
In compliance with the MBTA, grading, brush removal, building demolition, tree
trimming, and similar construction activities shall occur between August 16 and January
31, outside of the peak nesting period. If such activities must occur inside the peak
nesting season from February 1 to August 15, compliance with the following is required
to prevent the taking of native birds under MBTA:
A. The construction area shall be inspected for active nests. If birds are observed flying
from a nest or sitting on a nest, it can be assumed that the nest is active. Construction
activity within 300 feet of an active nest shall be delayed until the nest is no longer
active. Continue to observe the nest until the chicks have left the nest and activity is no
longer observed. When the nest is no longer active, construction activity can continue
in the nest area.
B. It is a violation of state and federal law to kill or harm a native bird. To ensure
compliance, consider hiring a biologist to assist with the survey for nesting birds, and
to determine when it is safe to commence construction activities. If an active nest is
found, one or two short follow-up surveys will be necessary to check on the nest and
determine when the nest is no longer active.
26. Best Management Practices (BMPs) and Good Housekeeping Practices (GHPs) shall
be implemented before and throughout the duration of construction activity as
designated in the Construction Erosion Control Plan.
27. The discharge of any hazardous materials into storm sewer systems or receiving waters
shall be prohibited. Machinery and equipment shall be maintained and washed in
confined areas specifically designed to control runoff. A designated fueling and vehicle
maintenance area with appropriate berms and protection to prevent spillage shall be
provided as far away from storm drain systems or receiving waters as possible.
28. Debris from demolition shall be removed from work areas each day and removed from
the project site within 24 hours of the completion of the project. Stockpiles and
construction materials shall be covered, enclosed on all sites, not stored in contact with
the soil, and located as far away as possible from drain inlets and any waterway.
29. Trash and debris shall be disposed of in proper trash and recycling receptacles at the
end of each construction day. Solid waste, including excess concrete, shall be disposed
of in adequate disposal facilities at a legal disposal site or recycled at a recycling facility.
30. To the fullest extent permitted by law, the applicant shall indemnify, defend and hold
harmless the City, its City Council, its boards and commissions, officials, officers,
Planning Commission - January 18, 2024 Item No. 3a - Additional Materials Received from Staff OCSD Bay Bridge Pump Station (PA2023-0076)
Planning Commission Resolution No. PC2024-002
Page 27 of 28
employees, and agents from and against any claims, 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 which may arise from or in any manner relate (directly
or indirectly) to City’s approval of Back Bay Pump Station Replacement including, but not
limited to, a major site development review, conditional use permit, and coastal
development permit (PA2023-0076). This indemnification shall include, but not be limited
to, damages awarded against the City, if any, costs of suit, attorney’s fees, and other
expenses incurred in connection with such claim, action, causes of action, suit, or
proceeding whether incurred by the applicant, City, and/or the parties initiating or bringing
the such proceeding. The applicant shall indemnify the City for all the City's costs,
attorneys' fees, and damages that which City incurs in enforcing the indemnification
provisions outlined in this condition. The applicant shall pay to the City upon demand any
amount owed to the City under the indemnification requirements prescribed in this
condition.
Fire Department
31. Premise identification shall be provided per the Newport Beach Fire Department
guidelines.
32. A knox box for emergency access shall be provided.
33. NFPA 704 Placarding for onsite hazards shall be provided.
Public Works Department
34. The Traffic Control Plan shall be further review and approved by the City of Newport
Beach and Caltrans prior to construction.
35. All work within Caltrans right-of-way requires an encroachment permit from Caltrans.
36. The Applicant shall comply with the approved Construction Management Plan and
Traffic Control Plan. Any deviations to these plans shall be reviewed and approved by
the Public Works Director prior to implementation.
37. The Applicant shall maintain all landscaping in the public right-of-way adjacent to East
Coast Highway, to the satisfaction of the Public Works Director.
38. Construction activities shall comply with Section 10.28.040 of the Newport Beach
Municipal Code. Noise-generating construction activities shall be consistent with a
Traffic Management Plan and Construction Management Plan approved by the Public
Works Director.
Planning Commission - January 18, 2024 Item No. 3a - Additional Materials Received from Staff OCSD Bay Bridge Pump Station (PA2023-0076)
Planning Commission Resolution No. PC2024-002
Page 28 of 28
39. All conditions and provisions stated in the Temporary, Non-Exclusive and Revocable
License Agreement Between the City of Newport Beach and the Orange County
Sanitation District for Use of City Property shall be adhered to.
40. The construction staging area at Lower Castaways park shall not impact the public’s
ability to access designated public parking.
Planning Commission - January 18, 2024 Item No. 3a - Additional Materials Received from Staff OCSD Bay Bridge Pump Station (PA2023-0076)
January 18, 2024, Planning Commission Item 3 Comments
These comments on a Newport Beach Planning Commission agenda item are submitted by:
Jim Mosher ( jimmosher@yahoo.com ), 2210 Private Road, Newport Beach 92660 (949-548-6229).
Item No. 3. BAY BRIDGE PUMP STATION (PA2023-0076)
General comments:
Unless I am dreaming, those who followed OCSD’s public outreach regarding this project some
years ago were left with the impression the pump station was to be replaced by a new one in
the northeast corner of the PC-9 property, near Bayside Drive, adjacent to the mobile homes,
where it would be much less intrusive.
It is a surprise to find the replacement will be going in an expanded version of the current
location. It is an even bigger surprise to find no mention or explanation of the change.1
The staff report extols the aesthetics of the project, including the “coastal architectural theme”
and building façades that “avoid long, continuous blank walls.” Yet to my taste, the aesthetics
are terrible. First, I would think darker earth tones, somewhat like the present building, would be
less intrusive than off-white. Second, whatever the architecture, the renderings in Figures 4 and
5 show it will be largely hidden behind the kind of “long, blank walls” the façades seek to avoid.
To me, they create the impression of a secretive government installation or a prison yard.
What is the purpose of these property-defining walls along Coast Highway? It would not seem to
be sound mitigation, since the only they protect is the highway. Wouldn’t an openwork metal
security fence be adequate and far more aesthetically pleasing (as this example from CMSD)?
Or is there really something OCSD doesn’t want prying eyes to see?
1 What seems to be the EIR for construction using the present “Adjacent Pump Station” alternative layout
option was apparently approved by the OCSD Board as Item 8 on February 24, 2021.
Planning Commission - January 18, 2024 Item No. 3b - Additional Materials Received OCSD Bay Bridge Pump Station (PA2023-0076)
January 18, 2023, PC agenda Item 3 comments - Jim Mosher Page 2 of 2
Comments regarding the proposed resolution:
Page 1 of 26 (handwritten 23, agenda packet 39): Statement 1.1 refers to a “an existing 4,800-
square-foot pump station.” It is hard to believe the existing buildings occupy 4,800 sf if the entire
parcel is only 4,875 sf. The existing concrete apron along PCH, alone, appears to represent
more than 1,000 sf of unoccupied area. This appears to be a reference to the size of the
existing lot, not the station.
Page 2 of 26: Statement 1.5 (“While the Property is 4,879 square feet in area, OCSD is
acquiring an additional 9,713 square feet of land from the adjacent property at 100 Bayside
Drive, which is the site of the future Back Bay Landing Mixed-Use Village”) does not match the
definition of “Property” in Statement 1.1 on the preceding page. According to the prior definition,
and presumably throughout the resolution, “Property” is used to mean the full 14,592 square
foot. development area, not just the former parcel.
Pages 3 of 26 (and 19 of 26): Statement 1.2 refers to OCSD’s EIR. The link to it provided in
Exhibit “B” is to the Final EIR, which is mostly just comment letters, responses to them and the
mitigation monitoring plan. What most people would think of as the “real” EIR is the Draft EIR,
more specifically the 2020 Recirculated EIR. A better link would be to the OC San’s Bay Bridge
Pump Station Project CEQA Documents page, which includes that and more. The Draft EIR
appears to have analyzed the impacts of replacing the existing station with one in the northeast
corner of the Bayside Village Marina (PC-9) property. Wouldn’t the aesthetic impacts at that
location be quite different from the ones from placing it directly adjacent to a designated Coastal
View Road?2 Isn’t this new expanded location also blocking what was designated as a possible
alternative ingress/egress point to PC-9 from PCH?
Page 5 of 26: Fact 3.A.5: I’m not sure how providing 6 foot of landscape buffer along PCH
achieves the same purpose as the required 10 feet, or why the low height profile of the
vegetation is a plus (generally, one would want higher vegetation to screen the walls, which
already block views). I am particularly concerned about the project’s impact on the public
sidewalk, which is well used by a mix of pedestrians and cyclists (it is “bicycle legal” as far as I
know).
Page 6 of 26: Finding 3.B: Why does PC-9 use a double negative? Is there intended to be
some subtle difference between a required finding that “The development shall not be
incompatible with …” compared to “The development shall be compatible with …”?
Page 6 of 26: Fact 3.B.2 says “The pump station pumps waste water to a pump station in
Crystal Cove” Is that correct? I thought the flow all went the other way (also note, “wastewater”
is one word).
(I have not reviewed the rest of the resolution)
2 On a quick glance, it looks like the various OCSD EIR’s rely on the City approval process to mitigate
aesthetic impacts.
Planning Commission - January 18, 2024 Item No. 3b - Additional Materials Received OCSD Bay Bridge Pump Station (PA2023-0076)
62469533.v1
January 17, 2024
Chair Curtis Ellmore and Planning Commissioners
City of Newport Beach
100 Civic Center Drive
Newport Beach, CA 92660
Re: Planning Commission Agenda Item No. 3
January 18, 2024: OCSD Bay Bridge Pump Station (PA 2023-0076)
Dear Chair Ellmore and Planning Commissioners:
Our firm represents Bayside Marina Village, LLC (“Bayside” or “BVM”), the owners and
developers of Back Bay Landing, located at 300 East Coast Highway in Newport Beach.
The Back Bay Landing project, on 7+ acres and approved unanimously by the Planning
Commission and City Council in 2016, surrounds the existing OC San’s 4,800 square foot Bay
Bridge Pump Station (“BBPS”) on three sides and will be directly and irreparably adversely
affected by the proposed BBPS expansion both in the short-term, during the ill-defined 4-6 year
demolition, excavation and construction period, and in the long term.
Because neither BVM, its long-time Project Manager, R. Gordon Craig, or this firm
received timely notice,1 the bulk of our comments and explanation of the reasons for our
opposition to the proposed BBPS project will need to be presented to you at the Thursday,
January 18 hearing on this matter.
In brief summary, your Staff Report fails to adequately disclose the multiple defects in the
design of this massive and unnecessary industrial facility that will occupy the very threshold and
entryway to Upper Newport Bay and dominate the scenic heart of Newport Harbor.
We say “unnecessary” because OC San had (and has) other alternative locations
including potential locations immediately adjacent to and on either side of the East Coast
Highway harbor bridge, and as has been done in other sewage pump station projects across the
country and worldwide, could’ve been downsized, and/or utilized more subterranean
construction, etc.
1 Apparently notices were mailed to a former Los Angeles address of the owner’s management company
and hand delivered to the Bayside Village Mobilehome Park; BVM’s only actual notice was a posting on
ECH observed by BVM representatives this recent Monday.
ATTORNEYS AT LAW
18101 Von Karman Avenue
Suite 1800
Irvine, CA 92612
T 949.833.7800
F 949.833.7878
John P. Erskine
D 949.477.7633
jerskine@nossaman.com
Admitted only in California
Refer To File # 400244-0001 VIA ELECTRONIC MAIL
planningcommission@newportbeachca.gov
Planning Commission - January 18, 2024 Item No. 3b - Additional Materials Received OCSD Bay Bridge Pump Station (PA2023-0076)
January 17, 2024
Page 2
62469533.v1
As set forth previously by prior commenters on the various EIRs (there were 3-4 versions
of the EIR) and the various and ever-expanding Project Descriptions, the BBPS is inconsistent
with the City’s Coastal Land Use Plan, the Back Bay Landing Planned Community Development
Plan (“PCDP”), does not protect LCP-mandated coastal views, and does not comply with the
PCDP’s Architectural Theme or Required Façade Treatment conditions (see section 10, Back
Bay Landing PCDP, page 26). Contrary to Planning Staff’s assertions (page 9) in the Staff
Report, we do not believe the proposed expanded, 22-foot high pump station is either
“aesthetically pleasing as a stand-alone development,” appropriate for this central Newport
Harbor coastal location, or visually/architecturally compatible with the Back bay Landing PCDP.
Finally, both the Staff Report and the Addendum -- prepared in response to the Superior
Court ruling in BVM v. OCSD, fails to set forth additional environmental impacts that have only
recently come to light, as many of the submittals for the Site Development Review and Coastal
Development Permit post-date the preparation of the Addendum.
Thank you for your attention to our input on this matter; we urge the Commission to reject
the current submittals and deny the Site Development Review and CDP unless revised and
conditioned to be compatible with the City Back Bay Landing mixed-use coastal and Coastal
Commission approved village.
Sincerely,
John P. Erskine
Nossaman LLP
JPE:dlf
Planning Commission - January 18, 2024 Item No. 3b - Additional Materials Received OCSD Bay Bridge Pump Station (PA2023-0076)
OCSD BAY BRIDGE PUMP STATION (PA2023-0076)
Major Site Development Review
Coastal Development Permit
Planning Commission, Public Hearing
January 17, 2024
Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
2
PROJECT LOCATION
Bay Bridge
Pump Station
New force main vault
Construction Staging Area
Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
BACKGROUND
•Existing structures constructed in 1966
•Operated by OCSD
•Two single-story buildings
•Perimeter wall w/ vehicular access gate
•Unscreened mechanical equipment
•Various upgrades since initial construction
•Serves 50% of City’s waste water flow
•Over 50 years old and requires replacement to serve the City
3
Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
4
ADJUSTED PROPERTY LINES
Existing Lot 3,879 SF
Acquired Lot 9,713 SF
Total New Lot 14,592 SF
Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
5
PROPOSED PROJECT –PUMP STATION
Generator Room(672 SF)
Electrical Room(1,175 SF)
Underground Pump Room
(3,616 SF)
Odor Control
(1,781 SF)
Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
6
PROPOSED PROJECT –FORCE MAIN VAULT
•25-inch dual force mains by micro-tunneling (CCC permitting jurisdiction)
•New valve vault located below grade (in public ROW)
•Landscaping proposed
•Existing force mains are abandoned in place
Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
7
PROPOSED PROJECT –CONSTRUCTION STAGING
•Approx. 18,000 SF portion of Lower Castaways Park
•Temporary License Agreement approved by CC on 9/12/23 for term until 12/31/28
•Allows trailers, storage of equipment, materials, vehicles during construction
Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
8
SITE DEVELOPMENT REVIEW
•Meets requirements of PC-9 design guidelines
•Intends to be compatible w/ character of future BBL project
•Avoids long/blank walls w/ different architectural features/colors
•Variation of materials and colors for property walls
•Mixed roof types (sloping + flat)
Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
9
SITE DEVELOPMENT REVIEW
•No street setback required on E. Coast Hwy
•10-foot landscape buffer required by PC-9
•PC can allow deviation through SDR
•Proposed buffer is between 6-10 feet in depth
•Includes low-water, drought tolerant plants
•Planting reviewed by City Arborist
Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
10
SITE DEVELOPMENT REVIEW
•Sited to accommodate vehicular access
•Proposed permanent access easement (yellow)
•Existing station only accessible through E. Coast Hwy
•Access will remain on E. Coast Hwy for use when rear access is hindered
Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
COASTAL DEVELOPMENT PERMIT
11
•Project complies with PC-9 development standards
•Height, setbacks, landscaping, etc.
•CLUP requires consistency with General Plan Anomaly 80
•Development Limit of 131,290 SF
•With future BBL project, total of 101,289 SF (7,244 SF pump station)
•Complies with State of California Sea Level Rise Guidance for H++ Scenario (extreme sea level rise)
•14.3 feet NAVD 88 minimum elevation
•Pump station property does not provide public coastal access
•Access to the bay will be provided on future BBL project with promenade along water front
Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
12
PUBLIC VIEWS –E. COAST HWY
•Does not significantly impair the existing view of the bay
•Maintains a view of the bluff
Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
13
PUBLIC VIEWS –CASTAWAYS PARK
•Coast Hwy, Back Bay, marina, shopping center, Promontory Point all remain visible
Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
14
LOWER CASTAWAYS STAGING AREA
•Existing construction staging area
•No impact to public bay access and parking
•Staging site buffered and screened from public view
CASTAWAYS PARK Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
REVISED CONDITIONS OF APPROVAL
15
•Per Memo to PC, Staff recommends additional conditions of approval
•Typical CDP conditions
•Condition requiring Caltrans approval
•Minor modifications to conditions included
Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
CEQA REVIEW
16
•OCSD approved proposed project and certified EIR
•After petition filed by Bayside Marina Village, OC Superior Court upheld EIR except for construction staging identification
•Subsequently, Addendum to EIR certified by OCSD which identifies Lower Castaways as a staging area
Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
PROPOSED CONDITION
17
The Applicant shall comply with all mitigation measures
contained within the approved Mitigation Monitoring and Reporting Program of the Bay Bridge Pump Station and Force
Mains Replacement Project Environmental Impact Report No.5-
67 (SCH2016111031)
Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
QUESTIONS AND DISCUSSION
David Lee, Senior Planner
949-644-3225 or dlee@newportbeachca.gov
18
Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
19
Planning Commission - January 18, 2024 Item No. 3c - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
Bay Bridge
Pump Station
Replacement
Presented by Mike Dorman
OC San Director of Engineering
January 18, 2024
Planning Commission - January 18, 2024 Item No. 3d - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
square
miles
million gallons
per day
million
population
cities special
districts
miles of
sewers
treatment
plants
pump stations
unincorporated parts of County
of Orange
Orange CountySanitation District70thAnniversary
Planning Commission - January 18, 2024 Item No. 3d - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
vOrange CountySanitation District70thAnniversary
3
Planning Commission - January 18, 2024 Item No. 3d - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
vOrange CountySanitation District70thAnniversary
4
Replace Bay Bridge
Pump Station
Replace Dual
24” Force Mains
Construction Staging Area
(Lower Castaways Park)
Planning Commission - January 18, 2024 Item No. 3d - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
vOrange CountySanitation District70thAnniversary
5
Odor Control
Pump Station
Standby Generator
Access
Planning Commission - January 18, 2024 Item No. 3d - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
vOrange CountySanitation District70thAnniversary
6
Electrical Equipment at End of Life2021 Emergency Repairs
•Moderate to severe concrete corrosion
•Aging equipment
•Space constraints
•Access from PCH poses safety concerns
Planning Commission - January 18, 2024 Item No. 3d - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
vOrange CountySanitation District70thAnniversary
7
From
Pump
Station
To Existing
Force Mains
Receiving Shaft
56’ Deep
Launching Shaft
52’ Deep
Lower Newport Bay Channel
Microtunneling is a trenchless construction method
used to install pipelines beneath waterways
2024 2025 2026 2027 2028 2029 Construction Period
30’Dual Force Mains in Casing
Planning Commission - January 18, 2024 Item No. 3d - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
vOrange CountySanitation District70thAnniversary
8
Odor Control
Generator Room
Electrical Room
2024 2025 2026 2027 2028 2029 Construction Period
Access Road to
Bayside Drive
Pump Station
(Below Grade)
Planning Commission - January 18, 2024 Item No. 3d - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
Orange CountySanitation District70thAnniversary
9
Wet Well
Electrical
Room
Pump Room
35.5’
54’ total
structure
depth
Pump
(5 total)
Grade
Planning Commission - January 18, 2024 Item No. 3d - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
vOrange CountySanitation District70thAnniversary
10
New Pump Station
Primary Site Access
Secondary Access
Planning Commission - January 18, 2024 Item No. 3d - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)
Questions?
1954 -2024
Orange County Sanitation District
70th Anniversary
11
Planning Commission - January 18, 2024 Item No. 3d - Additional Materials Presented at the Meeting OCSD Bay Bridge Pump Station (PA2023-0076)