Preliminary Construction Management Plan
Crossings Campus Project
8825 NATIONAL BLVD, CULVER CITY
&
8888 WEST VENICE BLVD, LOS ANGELES
Updated: 11/08/22
Introduction
1.0 Introduction ............................................................................................................................................................ 1
1.1 Purpose 1
1.2 Scope 1
1.3 Program 1
1.4 Site Location 1
2.0 Construction Management ...................................................................................................................................... 3
2.1 External Considerations 3
2.2 Anticipated Approvals 3
2.3 Site Security 3
2.4 Public / Worker Safety 4
2.4.1 Temporary Fencing 4
2.4.2 Pedestrian Detours 4
2.4.3 Bicycle Detour 4
2.5 Community Notification 4
2.6 General Onsite Administration 5
2.6.1 Construction Hours 5
3.0 Construction Methodology ..................................................................................................................................... 6
3.1 Demolition and Excavation 6
3.2 Subterranean Work 7
3.3 Concrete Construction 7
3.4 Building Enclosure 8
3.5 Services and Finishes 8
3.6 Offsite Work 8
3.7 Construction Sequence and Planning 9
4.0 Environmental....................................................................................................................................................... 10
4.1 General 10
4.2 Noise and Vibration Management 10
4.3 Dust Management and Erosion Control 10
4.4 Demolition Debris Recycling Plan 11
Introduction
1 1.0 Introduction
1.1 Purpose
This Concept Construction Management Plan (CCMP) ha s been documented to anticipate how the Project Man agement Team (PMT) shall implement and conduct its site manageme nt responsibilities during Construction of the “Cro ssings Campus Project” (the Project).
The aim of the CCMP is to describe the scope and an ticipated scheduling of construction as a means of ensuring and facilitating an integrated and coordinated construction phase an d informative framework for public education of the objectives of the Project.
This concept plan is included as part of the Crossi ngs Campus Comprehensive Plan.
1.2 Scope
The CCMP provides a holistic approach that:
• Anticipates how the PMT will comply with requirements relating to construction. • Defines the project objectives and targets related to the construction phase. • Describes constraints specific to the construction phase and the project in general. • Details the proposed strategy for the construction phase, with regard to establishing resourcing, site organization and construction controls.
1.3 Program
The project consists of two buildings of creative o ffice space to be constructed in two phases.
Phase 1 or Building 1 is in Culver City, CA and cons ists of four levels of office over three levels of subterranean parking. Building 1 is new construction, replacing existing warehouse buildings on the site. The new construction is Cla ss A commercial office space. Spaces include open plan and private office s, conference rooms, barista, entrance lobby, and a uxiliary spaces.
Phase 2 or Building 2 is in Los Angeles, CA and consi sts of five levels of office over three levels of subterranean parking. Building 2 is new construction, replacing existing warehouse buildings on the site. The new construction is Clas s A commercial office space. Spaces include open plan and private office s, conference rooms, cafeteria and commercial kitch en, entrance lobby, and auxiliary spaces.
1.4 Site Location
The proposed development site (see Figure 1) is loca ted at:
8825 National Blvd, Culver City & 8888 Venice Blvd, Los A ngeles and is bounded by National Blvd to the west, and Venice Blvd to north and private commercial properties to the s outh and east. The site is known as “Crossings Camp us”.
Introduction
2 Figure 1 – Site Location
The site area is approximately 4.46 ac and is locate d within Culver City’s Transportation Oriented Deve lopment district near Metro’s Expo Line Culver City Station.
- End of Section 1 -
Construction Management
3 2.0 Construction Management
2.1 External Considerations
The major external constraints on the project are:
• Maintaining smooth vehicular, bicycle, and pedestrian traffic flow with minimal disruptions to the surrounding streets • Ensuring continued use of right turn to Venice from National • Minimizing impact on neighbors
• Coordination with neighboring construction projects to minimize impacts from parallel construction processes on community
Upon commencement, our project team’s anticipated t asks will be:
• Locate a project office, site accommodation and facilities • Implement an offsite parking plan for construction workers • Confirm the locations of existing services and obta in all necessary permits and approvals • Arrange for the installation of temporary services – power, water, and sewer to service the project du ring construction
2.2 Anticipated Approvals
A series of permits will be required for project ph ases including demolition, excavation, subterranean and above ground construction.
We foresee that these approvals may include conting encies requiring additional design and submittals t hat must be approved before work can begin. Some anticipated items requi ring further approval might include, but not be lim ited to:
• Final Construction Management Plan
• Erosion and Sediment Control Plan
• Shoring and Excavation Plan
Before any lane closures and/or other temporary mod ifications to traffic are implemented, further appr ovals will be required from various pertinent city departments. These item s might include, but will not be limited to:
• Traffic Control Plan including, but not limited to vehicular, bicycle, and pedestrian traffic routing. • Off-site Civil work
• After Hours Application
2.3 Site Security
The site will be secured using appropriate fences, with access gates manned with qualified traffic con trol officers and surveillance cameras to monitor the site during off hours. Entry will be controlled and will be limite d to approved personnel and equipment. The site will be secured after hours and patrolled by qualified security guard. All vis itors to the site will be required to sign in at the site office.
Construction Management
4 2.4 Public / Worker Safety
All site staff and subcontractors will be required to complete a site-specific orientation before begi nning work on site. The orientation will cover aspects relating to health, safety, and onsite practice standards. Specific ite ms may include, but will not be limited to site access, emergency evacuation pro cedures, location of first aid facilities, location of amenities, site hours, material handling, noise and dust policies and envi ronmental management.
An onsite certified Safety Administrator will be ap pointed during the early stages of the project. The administrator will conduct regular inspections of the project site and will be actively involved in ensuring compliance with Cal/ OSHA and/or other safety standards, reviewing Safety Management Plans, and m aking recommendations regarding health and safety i ssues.
2.4.1 Temporary Construction Fencing
The installation of temporary fencing is anticipate d as a means of ensuring the safety and wellbeing o f members of the community. (Refer to Exhibits A4 and A5 for anticip ated location of fencing). Fencing during construct ion will consist of chain link fencing with windscreen. Gates will be used on all access points onto the site. Fencing installat ion will be subject to city approval. Fences must be placed on property lines a t all times unless approved by an encroachment permit, if placed beyond property lines.
2.4.2 Pedestrian Detours
a. Venice Blvd Sidewalks adjacent to the site will be closed during construction. Pedestrians will be rer outed to the roadway along the vehicular barrier (K-Rail) protected from traffic. Adequate signage will be provided for re- directing pedestrians.
Pedestrian re-routing plan and signage plan is subj ect to city approval. b. National Blvd Sidewalk will be maintained throughou t the project using covered walkways. During select ed construction activities, this sidewalk will be temporarily closed. These include but not limited to:
1. Installation of Pedestrian Scaffold with Overhead P rotection
2. Demolition of Existing Building
3. Installation of Soldier Beams
4. Cut/removal of Soldier Beams (8’ below street level)
5. Dirt Ramp Removal
6. Curb & Gutter + Sidewalk Rework
7. Exterior Overhead Structure and Finishes
2.4.3 Bicycle Lanes
Bicycle Lane along National Blvd will remain open d uring construction. Temporary closures will be requ ired for B-Permit work (curb and gutter, driveway, sidewalk replacement.)
Bicycle Lane along Venice Blvd will be closed throu ghout construction.
2.5 Community Notification
The construction will have several distinct constru ction sequences that will require different material handling strategies to optimize scheduling and minimize impact to surround ing streets, neighbors, and other potential stakeho lders.
Where an impact from material handling and/or const ruction planning is anticipated, stakeholders and a uthorities will be consulted before implementation.
To this end, the construction management team, in c onjunction with the Applicant team, will work with pertinent stakeholders to develop an email notification list as a means of notifying said parties of potential construction i mpacts at least 2 days prior to commencing actions, or as deemed feasible in the ev ent emergency work is required.
Construction Management
5 2.6 General Onsite Administration
The Project Construction Manager will maintain an o ffice at the project site if required. The Project Construction Manager and field staff will be responsible for implementing an d maintaining procedures and policies.
2.6.1 Construction Hours
• General Construction for both phases will follow th e Project’s allowable construction hours of:
- Culver City – Building 1
o Monday-Friday: 8:00 a.m. through 7:00 p.m. *unless diff erent work hours are approved in writing by the Cit y Engineer or the City Council
o Saturdays: 9:00 a.m. through 7:00 p.m.
- Los Angeles – Building 2
o Monday-Friday: 7:00 a.m. through 9:00 p.m.
o Saturdays and Holidays: 8:00 a.m. through 6:00 p.m.
• Hauling, Concrete Trucks, and/or Material Delivery/Removal Dirt hauling, ready mix trucks, and construction ma terial deliveries or removal will occur during norm al working hours noted above. Refer to exhibits A9 and A10.
• Lane Closures
Every effort will be made to minimize the need for full lane closures. When lane closures are required , neighbors and city officials will be notified via the email notif ication system set up at the commencement of constr uction. Such event will be coordinated with neighboring construction projects.
- End of Section 2 -
Construction Methodology
6 3.0 Construction Methodology
3.1 Demolition and Excavation (Phase 1: 110 workdays. Phase 2: 196 workdays) Phase 1 currently has two single story commercial bu ildings and surface parking. Phase 2 currently consi sts of existing warehouse buildings on the site.
Existing services within the site will be located a nd either capped if redundant or modified if they a re to be used as temporary services for construction.
Demolition is expected to take 25 workdays for phas e 1 and 49 workdays for phase 2 with impact to traffi c from debris hauling occurring an estimated 4 truckloads hauled each day for phase 1 and 9 truckloads hauled each day for ph ase 2.
Trucks will enter the site from National Blvd and m ove to a designated loading area where they will be loaded with material before exiting on National Blvd. (Figure 4). Where r equired, curb ramps will be placed at entry/exit po ints to mitigate damage to curbs. Flagmen will be stationed at entry and ex it points to ensure safety.
However, for demolition of one-story structure loca ted at 8771 Washington Blvd, removal of temporary dirt ramp, select concrete pours on Saturdays, and all material deliv ery until Tower Crane is installed and Phase 2 Laydo wn Area is implemented; trucks will enter the site from Washington Blvd and exit on Washington Blvd.
Figure 4 – Staging during Demolition
During excavation, a shoring system will be require d to support the site walls. Shoring will begin wit h placement of soldier piles along the site’s perimeter. This process is estimat ed to take approximately 10 days. Lagging spanning b etween soldier piles will be placed in coordination with the excavation of th e site. Soldier piles will be drilled and vibrated into place.
The project will require the excavation of 37 FT, 5’ below the matt foundation, of earth below street le vel. Dirt hauling is anticipated to occur over 85 nonconsecutive days fo r phase 1 and 147 nonconsecutive days for phase 2. Dir t hauling will occur Monday through Friday 7:00 a.m. through 4:00 p.m. *Pending extended construction hours request. Trucks will enter and exit the site from National and/or Washington B lvd (Figure 4). Where required, curb ramps will be placed at entry/exit points to mitigate damage to curbs. Flagmen will be stationed at entry and exit points to ensure safet y.
Construction Methodology
7 3.2 Subterranean Concrete Work (Phase 1: 135 workdays. Phase 2: 280 workdays) Based on the geotechnical report, the structure wil l require a mat foundation. To facilitate its and f uture construction, we foresee the installation of a tower crane adjacent to the building core. Reference Exhibit A8 for appr oximate location of tower crane.
Geotechnical report indicates ground water encounte red at below grade levels. As such, dewatering of t he site is required until structural concrete is topped out and/ or as recomm ended by Structural Engineer of Record.
The tower crane will be erected as soon as the area it is to be located has been excavated. The crane will assist in various tasks that would otherwise interfere with traffic flow on National and Venice Blvd. These tasks will include but are not limited to the removal of the last of the excavation where it may otherwise be uneconomical to be done by other means and the movement of material into the excavated site for subterranea n level work.
Given the size of the site and the nature of the pr oject’s program, the site will be divided into zone s so that concurrent activities can occur. As excavation is completed, i n-ground services will be installed followed by pre paration of the ground to receive the structural mat foundation that will be cast in concrete.
Because of the desire to minimize impacts on the fl ow of traffic on Washington, Venice and National, w e propose the use of a series of separate placing booms for the placing of concrete. These booms will be located within the p roject site and will mitigate the potential for traffic congestion that come with use of a truck-mounted concrete boom pump . The use of this proposed system is anticipated for all onsite concr ete construction.
Following the placement of the mat foundation and i ts subsequent topping slab, the upper basement levels will be cast in zones, so that multiple work fronts will be created . Different formwork systems will be considered in the design of the structure to ensure the time frame can be met.
As with the mat foundation, concrete will be cast t o the lower-level slabs and columns using a pump an d separate placing booms to minimize the impact on traffic on the adja cent streets.
3.3 Superstructure Concrete Work (Phase 1: 86 workdays. Phase 2: 157 workdays) The time frame required to complete the superstruct ure concrete portions of the project is anticipated to take approximately 86 workdays for Phase 1 and 157 for Phase 2. Included w ithin this timeframe is the assembly of shoring to support formwork; construction/assembly of the required formwork for floor slabs, columns, and walls; placement of steel reinforcement for those structural components; and the placement and finishing of concrete.
Construction material deliveries (ready-mix trucks) are planned to occur during working hours describe d in section 2.6.1 above. On select concrete pour days on Saturdays an d all material delivery until Tower Crane is installed and Phase 2 Laydown Area is implemented, delivery trucks will e nter and exit site staging area on Washington Blvd (Figure 6). Flagmen will be stationed at entry and exit points to ensur e safety.
However, based on pour size and availability of con crete batch plant, off hour work/ extended work hou rs may be required.
Washington Blvd will be used primarily to deliver r ebar for mat foundation, waterproofing and miscella neous materials.
Anticipated concrete pours are eight (8) days. Addit ionally, concrete operations that occur infrequentl y (28 Saturdays) beyond Sept 2023 and miscellaneous deliveries to support concr ete activities.
The concrete trades will be supported by, but not l imited to, a tower crane for lifting of materials and equipment, separate placing booms to place concrete, and perimeter guar drail systems to provide fall protection.
Construction Methodology
8 Figure 6 – Staging during Construction
3.4 Building Enclosure (Phase 1: 144 workdays. Phase 2: 240 workdays) The glass enclosure for the office and ground level commercial spaces will be erected as soon as pract ical to commence sealing floors so that finishes and fit out, if required, c an commence. The scheduling of the enclosure instal lation is scheduled for 144 workdays for Phase 1 and 240 workdays for Phase 2.
3.5 Services and Finishes (Phase 1: 233 workdays. Phase 2: 291 workdays) For the concrete commercial and subterranean portio ns of the building, the installation of the services will commence as each of slabs are cast and the formwork is stripped.
The installation of services will be organized in s everal passes, with the first pass termed as “rough -in of services”. This typically includes all services that can be installed without needing the protection of the building façade.
Exterior finishes typically begin after the buildin g envelope has been installed. In the concrete comm ercial part of the project this is usually after the enclosure has been instal led.
3.6 Offsite Work (Phase 1: 105 workdays. Phase 2: 148 workdays. Work runs concurrent with interior build-out)
Offsite work is expected to begin as soon as the bu ilding envelope is installed.
Offsite work will consist of, but may not be limite d to, replacement of sidewalk along the street faci ng sides of the project perimeter; installation/relocation of signage; plac ement of landscaping, trees, public seating, and bi cycle parking as prescribed by Culver City’s Streetscape Master Plan; and the p aving and striping of the project’s half of Washing ton Blvd and National Blvd.
Every effort will be made to minimize the impact on vehicle traffic flow by keeping staging activities to the parking and bicycle lanes on Washington Blvd. We do foresee the need fo r temporary lane closures when repaving those porti ons of Washington Blvd and National Blvd required of this project. To alleviate the effects on traffic, we anticipate sc heduling lane closures
Construction Methodology
9 required for certain activities to evening after th e peak traffic hours. Those activities that will be performed during daytime hours will be scheduled to take place after the mor ning peak traffic hours.
The anticipated time frame for all offsite improvem ents is TBD workdays.
3.7 Construction Sequence and Planning
As the scope of work is further detailed in the lat er design issuances of the project, this concept co nstruction management plan will also require modification.
Based on the building’s pre-entitlement design, the project’s construction will be divided into 3 disti nct sequences requiring respective logic to construct the building efficien tly and minimize impact on surrounding streets and neighbors. These phases are:
Sequence 1. Substructure: Demolition / Shoring / Ex cavation / Drainage with Waterproofing/ Subterranean Concrete Structure
Phase 1:
Estimated Start Date: February 2023
Estimated Finish Date: December 2023
Estimated Duration: 213 workdays
Phase 2:
Estimated Start Date: August 2023
Estimated Finish Date: May 2025
Estimated Duration: 434 workdays
Sequence 2. Superstructure: Concrete Structure / Enc losure / Interior Buildout/ Startups/ Testing and Commissioning/ Inspections
Phase 1:
Estimated Start Date: December 2023
Estimated Finish Date: December 2024
Estimated Duration: 314 workdays
Phase 2:
Estimated Start Date: September 2024
Estimated Finish Date: December 2025
Estimated Duration: 387 workdays
Sequence 3. Sitework: B-Permit / Landscaping
Phase 1:
Estimated Start Date: July 2024
Estimated Finish Date: November 2024
Estimated Duration: 105 workdays
Phase 2:
Estimated Start Date: June 2025
Estimated Finish Date: December 2025
Estimated Duration: 148 workdays
Estimated Date of Completion: Phase 1 December 2024, Phase 2 December 2025 - End of Section 3 -
Environmental
10 4.0 Environmental
4.1 General
The objective of this section is to identify the pr oposed methods that will be employed to minimize po tential impacts of noise, vibration, and air quality in the vicinity of the d evelopment.
4.2 Noise and Vibration Management
Extended work hours within Culver City match Los An geles and allow construction between 7:00 a.m. to 8: 00 p.m. Monday- Friday. There will be some Saturday work that will occur within the allowable hours of 9:00 a.m. to 7:00 p.m.
All subcontractors will be responsible for managing noise and vibration in accordance with their proje ct specific Management Plans. Some mitigating measures will be:
• Requiring all construction equipment to be operated with an exhaust muffler and sound control devices that meet or exceed those provided on the original equipment
• Requiring proper maintenance of construction equipm ent to minimize noise emissions • Staging of construction material deliveries behind fencing to minimize noise emitting from idling vehicles • Requiring stationary source equipment to be located the greatest distance from the public right of-way • Requiring construction workers to be respectful of the surrounding neighborhood and keep non-construct ion related noise to a minimum prior to, during, and after allo wed construction hours After hours work may be required for specific tasks to minimize impacts to pedestrians, vehicular traffic or in the interest of safety. Proposed work to occur outside of normal wo rking hours include the following:
• Mat Foundation Pour
• Tower Crane Erection and Dismantling
• Offsite Improvements
All after hour’s work will be subject to the Commun ication Management Plan. Consultation with pertinen t Culver City departments will occur prior to any works being sch eduled. Businesses and surrounding residents will be given notification via email of the proposed after hours work prior to the starting said work including details of the work to be performed with an anticipated time required to undertake each activit y.
We do not foresee significant vibration generated b y the construction that might impact adjoining prop erties.
4.3 Dust Management and Erosion Control
Dust and Erosion control measures will be implement ed as required and will comply with SCAQMD and Culv er City regulations for controlling fugitive dust and Erosion. Measures that may be employed include:
• Site Perimeter: Erection of a 8 ft. high fence with attached windsc reen at the site’s perimeter under which sandbags and/or straw wattles will be placed
• Demolition: All trucks removing materials from site will be loaded within the site perimeter and will be required to cover loads as deemed necessary for dust control
• Excavation: Rumble strips at truck entry/exit ways, watering down working of stockpiles and surfaces as required, Environmental
11 covering of stocks while minimizing piling of mater ial, and use of street sweepers to maintain adjacen t roadways • Construction – Maintain a high level of housekeepin g to minimize likelihood of windblown dust
4.4 Demolition Debris Recycling Plan
A waste company will be selected who diverts all de molition and construction debris to a facility that handles mixed materials for recycling off site. It is the goal to exceed a total percentage of 75% (or as required by future Gr een Building checklists) for all materials recycled. The specific facilities where all the debris is transported will be provided when the demolition and trash hauling Subcontractors are selected prior to work b eing performed.
- End of Section 4 -
Culver Crossings Preliminary Logistics Planning
Hathaway Dinwiddie Construction Company
Note: This Plan illustrates a high level concept for Site Logistics.
This Plan will be further developed and finalized during the Preconstruction Phase as we gain further knowledge of project details, incorporate Worksite Traffic Control Plan approvals, identify specific site access for completed phasing, etc. and work towards finalizing a fully functional and efficient Logistics Plan for Project Delivery.
RA
Dated: 10-12-22
Crossings Campus Preliminary Logistics Planning
Note: This Plan illustrates a high level concept for Site Logistics.
This Plan will be further developed and finalized during the Preconstruction Phase as we gain further knowledge of project details, incorporate Worksite Traffic Control Plan approvals, identify specific site access for completed phasing, etc. and work towards finalizing a full functional and efficient Logistics Plan for Project Delivery.
Exhibit A
Existing Conditions
Exhibit A1
Area to be Developed
Phase 1
Phase 2
CULVER CITY
CITY OF LOS ANGELES
CULVER CITY
CITY OF LOS ANGELES
Exhibit A2
Phase 1 : Demo Plan & Traffic Control
National Blvd ( Phase 1 - Demo ) :
- Use Ivy Station on National Blvd Access ( Entrance and Exit ) for Hauling off Demo Debris.
- Sidewalk to remain open with Covered Walkway; temp closures will be required for specific sitework/ B-Permit work.
i. Erect/ Dismantle Sidewalk Canopy - 2 to 3 days each
ii. Erect/ Dismantle Exterior Scaffold - 3 to 5 days each iii. Site work/ B-permit work - TBD (pending WTCP approval) - Bike Lane to remain open.
National
Blvd
DEMO
DEMO
REMAIN
SIDEWALK
WITH
OVERHEAD
WALKWAY
SIDEWALK
WITH
OVERHEAD
WALKWAY
Washington
Blvd
Washington Blvd ( Phase 1 - Demo )
- Maintain Sidewalk and Bike Lane.
- Provide Sidewalk Canopy during Demo.
- Traffic Signal/Pole to remain.
Venice
Blvd
CULVER CITY
CITY OF LOS ANGELES
Existing Bike Lane
Site Fence
Sidewalk Canopy
Staging Area
Demolition Excavator
Dump Truck
Inbound Route
Alternate Inbound Route
Outbound Route
Exhibit A3.1
Phase 1 - Shoring : Fencing Plan, Site Access, Use of
Public Streets and Sidewalk
Washington Blvd ( Phase 1 - Shoring )
- Maintain Sidewalk and Bike Lane.
- Traffic Signal/Pole to remain.
Existing Bike Lane
Site Fence
Demo (Ramp) Excavator
Ramp (15%)
Gate
Flagman
Inbound Route
Secondary Inbound Route
Outbound Route
Truck Idling Area
Shoring
0'-0"
0'-0"
-37'-0"
SIDEWALK
WITH
OVERHEAD
WALKWAY
SIDEWALK
WITH
OVERHEAD
WALKWAY
Washington
Blvd
National Blvd ( Phase 1 - Shoring )
- Sidewalk to remain open with periodic closures for specific sitework/ B-Permit work.
i. Erect/ Dismantle Sidewalk Canopy - 2 to 3 days each
ii. Erect/ Dismantle Exterior Scaffold - 3 to 5 days each iii. Site work/ B-permit work - TBD (pending WTCP approval) - Bike Lane to remain open.
National
Blvd
Venice
Blvd
CULVER CITY
CITY OF LOS ANGELES
Exhibit A3.2
Phase 1 - Excavation : Fencing Plan, Site Access, Use
of Public Streets and Sidewalk
Washington Blvd ( Phase 1 - Excavation )
- Maintain Sidewalk and Bike Lane.
- Traffic Signal/Pole to remain.
Existing Bike Lane
Site Fence
Demo (Ramp) Excavator
Ramp (15%)
Gate
Flagman
Inbound Route
Outbound Route
Truck Idling Area
0'-0"
0'-0"
-37'-0"
SIDEWALK
WITH
OVERHEAD
WALKWAY
SIDEWALK
WITH
OVERHEAD
WALKWAY
DIRT RAMP 1
DIRT RAMP 2
Washington
Blvd
National Blvd ( Phase 1 - Excavation )
- Sidewalk to remain open with periodic
closures for specific sitework/ B-Permit work.
- Bike Lane to remain open.
National
Blvd
Demo
(E) Curb
Proposed Truck Route
will need to go over
Pedestrian Crossing
Restriping
needed to stop
vehicles further
from traffic line to
allow truck
access to site
Current vehicle
left turn
Required left turn for access
to Crossings Campus
Washington Blvd
Venice
Blvd
CULVER CITY
CITY OF LOS ANGELES
Venice Blvd ( Phase 2 - Demo )
- Close Sidewalk, Curb Lane and Bike Lane.
- Provide Temporary Sidewalk using Bike Lane.
- Intersection Sidewalk between National & Venice Blvd to remain open. - Metro Stop to be relocated or closed.
Exhibit A3.3
Phase 1 : Material Delivery Plan for Mat Foundations
before Tower Crane Setup
0'-0"
-37'-0"
Washington
Blvd
Venice
Blvd
0'-0"
SIDEWALK
WITH
OVERHEAD
WALKWAY
Washington Blvd ( Phase 2 - Demo )
- Maintain Sidewalk and Bike Lane.
- Traffic Signal/Pole to remain.
National
Blvd
Demo
(E) Curb
Proposed Truck Route
will need to go over
Pedestrian Crossing
Restriping
needed to stop
vehicles further
from traffic line to
allow truck
access to site
Current vehicle
left turn
Required left turn for access
to Crossings Campus
Washington Blvd
SIDEWALK
WITH
OVERHEAD
WALKWAY
CULVER CITY
CITY OF LOS ANGELES
Existing Bike Lane
Site Fence
Pedestrian Canopy
Demo (Ramp) Excavator
Dump Truck
Gate
Flagman
Inbound Route
Outbound Route
Truck Idling Area
Venice Blvd ( Phase 2 - Demo )
- Close Sidewalk, Curb Lane and Bike Lane.
- Provide Temporary Sidewalk using Bike Lane.
- Intersection Sidewalk between National & Venice Blvd to remain open. - Metro Stop to be relocated or closed.
Exhibit A4
Phase 2 : Demo Plan & Traffic Plan
0'-0"
-37'-0"
Washington
Blvd
Venice
Blvd
DEMO
0'-0"
SIDEWALK
WITH
OVERHEAD
WALKWAY
National
Blvd
Washington Blvd ( Phase 2 - Demo )
- Maintain Sidewalk and Bike Lane.
- Traffic Signal/Pole to remain.
Demo
(E) Curb
Proposed Truck Route
will need to go over
Pedestrian Crossing
Restriping
needed to stop
vehicles further
from traffic line to
allow truck
access to site
Current vehicle
left turn
Required left turn for access
to Crossings Campus
Washington Blvd
SIDEWALK
WITH
OVERHEAD
WALKWAY
CULVER CITY
CITY OF LOS ANGELES
Existing Bike Lane
K-Rail Barriers Along Venice Blvd
Site Fence
Pedestrian Canopy
Demo (Ramp) Excavator
Dump Truck
Gate
Flagman
Inbound Route
Outbound Route
Truck Idling Area
Venice Blvd ( Phase 2 - Shoring )
- Close Sidewalk, Curb Lane and Bike Lane.
- Provide Temporary Sidewalk using Bike Lane.
- Intersection Sidewalk between National & Venice Blvd to remain open. - Metro Stop to be relocated or closed.
Exhibit A5.1
Phase 2 - Shoring : Fencing Plan, Site Access, Use of
Public Streets and Sidewalk
0'-0"
-37'-0"
Washington
Blvd
Venice
Blvd
0'-0"
SIDEWALK
WITH
OVERHEAD
WALKWAY
National
Blvd
Washington Blvd ( Phase 2 - Shoring )
- Maintain Sidewalk and Bike Lane.
- Traffic Signal/Pole to remain.
Demo
(E) Curb
Proposed Truck Route
will need to go over
Pedestrian Crossing
Restriping
needed to stop
vehicles further
from traffic line to
allow truck
access to site
Current vehicle
left turn
Required left turn for access
to Crossings Campus
Washington Blvd
SIDEWALK
WITH
OVERHEAD
WALKWAY
CULVER CITY
CITY OF LOS ANGELES
Existing Bike Lane
K-Rail Barriers Along Venice Blvd
Site Fence
Demo (Ramp) Excavator
Ramp (15%)
Gate
Pedestrian Canopy
Flagman
Inbound Route
Outbound Route
Truck Idling Area
Shoring
Venice Blvd ( Phase 2 - Excavation )
- Close Sidewalk, Curb Lane and Bike Lane.
- Provide Temporary Sidewalk using Bike Lane.
- Intersection Sidewalk between National & Venice Blvd to remain open. - Metro Stop to be relocated or closed.
Exhibit A5.2
Phase 2 - Excavation : Fencing Plan, Site Access, Use
of Public Streets and Sidewalk
0'-0"
-37'-0"
Venice
Blvd
0'-0"
SIDEWALK
WITH
OVERHEAD
WALKWAY
National
Blvd
Washington
Blvd
Washington Blvd ( Phase 2 - Excavation )
- Maintain Sidewalk and Bike Lane.
- Traffic Signal/Pole to remain.
Demo
(E) Curb
Proposed Truck Route
will need to go over
Pedestrian Crossing
Restriping
needed to stop
vehicles further
from traffic line to
allow truck
access to site
Current vehicle
left turn
Required left turn for access
to Crossings Campus
Washington Blvd
SIDEWALK
WITH
OVERHEAD
WALKWAY
CULVER CITY
CITY OF LOS ANGELES
Existing Bike Lane
K-Rail Barriers Along Venice Blvd
Site Fence
Demo (Ramp) Excavator
Ramp (15%)
Gate
Pedestrian Canopy
Flagman
Inbound Route
Outbound Route
Truck Idling Area
Venice Blvd ( Phase 1 - Concrete/Structure )
- Close Sidewalk, Curb Lane and Bike Lane.
- Provide Temporary Sidewalk using Bike Lane.
- Intersection Sidewalk between National & Venice Blvd to remain open. - Metro Stop to be relocated or closed.
Exhibit A6
Phase 1 - Concrete/Structure : Placing Booms
Locations and Site Access
0'-0"
-37'-0"
Washington
Blvd
Venice
Blvd
0'-0"
SIDEWALK
WITH
OVERHEAD
WALKWAY
130'-0"
130'-0"
130'-0"
National
Blvd
Washington Blvd ( Phase 1 - Concrete/Structure )
- Maintain Sidewalk and Bike Lane.
- Traffic Signal/Pole to remain.
ACCESS TO SITE
FROM WASHINGTON
ONLY ON AN
APPROVED
SATURDAY POUR
SIDEWALK
WITH
OVERHEAD
WALKWAY
CULVER CITY
CITY OF LOS ANGELES
Concrete/Structure Phase
Concrete Pump Line
Concrete Trucks
Concrete Pumps
Manlift
Staging Area
Concrete Placing Booms
Flagman
Pedestrian Canopy
Material Staging Area
Exhibit A7
Phase 2 - Concrete/Structure : Placing Booms
Locations and Site Access
Venice Blvd ( Phase 2 - Concrete/Structure )
- Close Sidewalk, Curb Lane and Bike Lane.
- Provide Temporary Sidewalk using Bike Lane.
- Intersection Sidewalk between National & Venice Blvd to remain open. - Metro Stop to be relocated or closed.
0'-0"
-37'-0"
Washington
Blvd
Venice
Blvd
0'-0"
SIDEWALK
WITH
OVERHEAD
WALKWAY
National
Blvd
130'-0"
Washington Blvd ( Phase 2 - Concrete/Structure )
- Maintain Sidewalk and Bike Lane.
- Traffic Signal/Pole to remain.
ACCESS TO SITE
FROM WASHINGTON
ONLY ON AN
APPROVED
SATURDAY POUR
SIDEWALK
WITH
OVERHEAD
WALKWAY
CULVER CITY
CITY OF LOS ANGELES
Pedestrian Canopy
Concrete/Structure Phase
Concrete Pump Line
Concrete Trucks
Concrete Pumps
Manlift
Staging Area
Concrete Placing Booms
Flagman
Material Staging Area
2221 SFTRANSFORMER
866 SFMAIN ELEC
STAIR PH1-2
ELEC
LONG-TERMBIKEPARKING
MEN'SRESTROOMWOMEN'SRESTROOM
ALLGENDERRESTROOMALLGENDERRESTROOM
CORRIDOR
ELEC
MEN'SSHOWERWOMEN'SSHOWER
CORRIDORLOADINGDOCK
SECURITYROOM
BUILDINGCONTROL
MDF
JANITORCLOSET
PSE-KPSE-L
SUPPLY +RETURN
OFFICE
OFFICE
ENTRANCELOBBY
STAIR PH1-3
RAMP
National
LIMIT OF WORK
LIMIT OF WORK
PHASE 1
PHASE 2PHASE 1
PHASE 2PHASE 1
PHAS
Exhibit A7.1
Phase 1 - Complete (June 2025)
Phase 2 - Above Grade Concrete (Under Construction)
Venice Blvd ( Phase 2 - Concrete/Structure )
- Close Sidewalk, Curb Lane and Bike Lane.
- Provide Temporary Sidewalk using Bike Lane.
- Intersection Sidewalk between National & Venice Blvd to remain open. - Metro Stop to be relocated or closed.
Venice
Blvd
0'-0"
National
Blvd
Washington Blvd ( Phase 2 - Concrete/Structure )
- Maintain Sidewalk and Bike Lane.
- Traffic Signal/Pole to remain.
Washington
Blvd
ACCESS TO SITE
FROM WASHINGTON
ONLY ON AN
APPROVED
SATURDAY POUR
SIDEWALK
WITH
OVERHEAD
WALKWAY
CULVER CITY
CITY OF LOS ANGELES
Pedestrian Canopy
Concrete/Structure Phase
Staging Area
Concrete Placing Booms
Flagman
Material Staging Area
Phase 1 Complete
Car Access to Phase 1
Car Egress from Phase 1
Site Fence
Exhibit A8
Phase 1&2 : Tower Crane Erection and Dismantling
Plan
SIDEWALK
WITH
OVERHEAD
WALKWAY
TC #1
TC #2
288'-3"
325'-10"
ROAD
CLOSURE
ROAD
CLOSURE
18'-5"
31'-7"
140'-0"
max distance to street
140'-0"
max distance to street
Phase 1 - Tower Crane #1 - Three days of lane closure of Venice Blvd. between National and Helm's Alleyway during erection and dismantling of tower crane. Possible closure on national between Venice Blvd. and Washington Blvd. maybe required.
Phase 2 - Tower Crane #2 - Three days of lane closure of Venice Blvd. between National and Helm's Alleyway during erection and dismantling of tower crane.
East Bound Traffic Lane to remain open during erection and dismantling.
Washington Blvd ( Phase 1&2 - Concrete/Structure )
- Maintain Sidewalk and Bike Lane.
- Traffic Signal/Pole to be remained.
SIDEWALK
WITH
OVERHEAD
WALKWAY
CULVER CITY
CITY OF LOS ANGELES
Excavation Phase
Concrete/Structure Phase
Traffic Lane to Remain Open
Site Fence
Crane Pad
Concrete Placing Booms
Staging Area
Manlift
Job Site
Truck coming to job site
coming Eastbound and
Westbound on I-10
Exhibit A9
Phase 1&2 : Haul Route to Jobsite
Exhibit A9.1
Phase 1&2 : Haul Route to Jobsite
Job Site
Truck leaving job site
headed Eastbound and
Westbound on I-10
Exhibit A10
Phase 1&2 : Haul Route leaving Jobsite
Existing Pedestrian Route
Exhibit A11.1
Pedestrian Plan - Preconstruction
Exhibit A11.2
Pedestrian Plan - During Construction
Concrete/Structure Phase
Flagman
Pedestrian Canopy
Pedestrian Route
Site Entrance/ Exit
0'-0"
Washington
Blvd
Venice
Blvd
0'-0"
-37'-0"
SIDEWALK
WITH
OVERHEAD
WALKWAY
National
Blvd
SIDEWALK
WITH
OVERHEAD
WALKWAY
SIDEWALK
WITH
OVERHEAD
WALKWAY