Los Angeles Metro Westside Subway Extension

Home , Crenshaw Boulevard, Purple Line Extension, Westwood Boulevard, Whittier Boulevard

This is a Draft Document Utility Conflicts Report

Participants on this Report: Prepared By: PB America Inc.: Zafer Mudar, PE (commentaries) D'Leon Consulting Engineers Jose Varias 3605 Long Beach Blvd., Suite 235 Long Beach, CA 90807 D'Leon Consulting Engineers: T:(562)989-4500 / F: (562)989-4509 Domingo Leon, PE Email: [email protected] Sara Samaan Dung Quang Nguyen

June 2014 Table of Contents

1. Executive Summary...... 1  History and Background of the Westside Subway Extension Project ...... 1  Purpose and Need for Transit Improvements in the Study Area ...... 4  Alternatives Before Scoping Period ...... 6  Alternatives Considered in the Draft EIS/EIR...... 11 2. Existing Utilities along Wilshire Blvd. Corridor at: La Brea Blvd, Fairfax Blvd, La Cienega Blvd. (Underground Stations)...... 27  Composite Existing Utilities - Description...... 29  Total Lengths of Utility Line Types ...... 50  Composite Utility Drawings - Existing ...... 54 3. Station Drawings ...... 63  La Brea Station Drawings ...... 64  Fairfax Station Drawings...... 71  La Cienega Station Drawings...... 79 4. Relocated Utilities ...... 86  Composite Relocated Utilities - Description ...... 86  Composite Utility Drawings - Relocation ...... 91 5. Potholing Program...... 101 6. Potholing Work Plan Prepared for the City of Los Angeles...... 142 7. Potholing Plan Findings...... 222 8. Conclusion...... 250 9. Working Notes...... 252 Executive Summary

1. Executive Summary Resumption of Subway Planning The U.S. Department of Transportation Federal In October 2005, at the request of Metro and the Transit Administration (FTA) and the Los Angeles Mayor of the City of Los Angeles, the American County Metropolitan Transportation Authority Public Transportation Association (APTA) conducted (Metro) are undertaking the Los Angeles Westside a Peer Review to reconsider the feasibility of Subway Extension Project (Project) that would tunneling along the federally precluded Wilshire extend the Metro Purple Line/Metro Red Line heavy Boulevard segment of the Westside Corridor. As a rail subway system from its current western termini result of this review, which concluded that tunnels at Wilshire /Western Station (Metro Purple Line) and could be safely constructed and operated along Hollywood/Highland Station (Metro Red Line) to a Wilshire Boulevard due to advances in new tunnel new western terminus. construction methods that were previously unavailable, legislation was enacted in Congress  History and Background of the repealing the Federal prohibition on subway funding Westside Subway Extension Project in December 2007.

Metro’s Westside Subway Extension has been an Alternatives Analysis integral element of local, regional, and Federal transportation planning since the early 1980s. Chapter 2 of the Draft Environmental Impact Extending westward from the Los Angeles Central Statement/Environmental Impact Report (EIS/EIR) Business District (CBD), the Westside Subway for new transit projects discusses Alternatives Extension has been the subject of in-depth technical Analysis (AA); a study for all reasonable fixed- studies and extensive community involvement during guideway alternative alignments and transit this period. The transit investment has historically technologies including heavy rail subway been envisioned to extend toward Beverly Hills, alternatives, which was initiated in 2007. Century City, Westwood (the University of California, Los Angeles (UCLA)), West Los The FTA issued an Early Scoping Notice in the Angeles, and Santa Monica just off the Pacific Federal Register on October 1, 2007, to help define Ocean. the appropriate range of issues and alternatives to be addressed in the AA Study.

Suspension of Early Subway Planning The AA Study evaluated alignment and transit technology alternatives within the Study Area. After In the early 1990s, plans were underway to extend the alternatives evaluation in the AA Study, two the Metro rail subway to the Westside. Construction alternatives were recommended for further was underway on the Metro Red Line from Union consideration in the Draft EIS/EIR. These two Station to Wilshire/Western Station and to Holly- alternatives best met the Purpose and Need while wood. Environmental clearance and a Full Funding having the fewest environmental impacts. The Grant Agreement (FFGA) were completed to extend alternatives were: (1) Extend the Metro Purple Line the subway from Wilshire/Western to Pico/San Subway via Wilshire Boulevard to Santa Monica, and Vicente at this time. The subway alignment was to (2) Extend the Metro Purple Line Subway via have deviated south of Wilshire Boulevard to avoid Wilshire Boulevard to Santa Monica plus extend a federally prohibited methane gas hazard zone (a zone subway from the Metro Red Line Subway that was designated in 1985 after naturally occurring Hollywood/ Highland Station via Santa Monica methane gas caused a fire in the Fairfax District). Boulevard to connect with the Wilshire line.

The planning for a subway in this corridor was later The alternative alignments studied during the AA suspended in 1998 due to a lack of funding, including process were generally located along roadway rights- a ballot initiative that prohibited local funds from of-way that could reasonably be used in an at-grade, being used for subway construction. elevated, or subway configuration. Four technologies were presented and analyzed in the AA Study— heavy rail transit (HRT), light rail transit (LRT), bus rapid transit (BRT), and monorail. The ridership

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analysis demonstrated a need for a technology that Draft EIS/EIR Study Process could provide a capacity of more than 700 passengers per train set to accommodate the high-capacity peak The FTA and Metro prepared the Draft EIS/EIR for period loading along the Wilshire and Santa Monica the Westside Subway Extension in Los Angeles, alignments. HRT was identified as the preferred California. The FTA is the lead agency for the technology for further study because it has the National Environmental Policy Act (NEPA), and capacity to meet the anticipated ridership demand and Metro is the lead agency for the California limit the number of transfers. Environmental Quality Act (CEQA).

In January 2009, the Metro Board approved the The Draft EIS/EIR defines the Purpose and Need of Westside Subway Extension Project AA Study and the Project and describes and evaluates the authorized preparation of the Draft EIS/EIR. After alternatives, including a No Build Alternative and a the release of the Draft EIS/EIR, public hearing took relatively low-cost Transportation System place for selecting a locally preferred alternative and Management (TSM) Alternative. The Draft EIS/EIR Metro would apply for entry into FTA’s Preliminary documents the evaluation of the potential Engineering (PE) Phase. transportation and environmental impacts and benefits, mitigation measures, operating and Following the entry into the FTA PE Phase, the Final maintenance and capital costs, and potential funding EIS/EIR would be prepared at the New Starts PE sources for the alternatives. It also includes a level of engineering. After completion of the Final comparison of alternatives and a discussion of the EIS/EIR process, a Notice of Determination (NOD) public and agency outreach. The components of the and Record of Decision (ROD) would be issued. If a Project that are evaluated on the Draft EIS/EIR Build Alternative is identified and selected as the include the following: LPA in these decision documents, Metro would then apply for entry into the FTA Final Design phase. At  Westside Subway Extension alternatives— this point in the process, Metro would be able to Five heavy rail subway alternatives were acquire right-of-way, relocate utilities, prepare final analyzed, representing different project construction plans and specifications (including lengths construction management plans), construction cost  Station location options and alignments— estimates, and bid documents. The project financial Consideration whether to include certain plan would then be completed—which is required for stations, the location of alternate station all projects seeking a FFGA from the FTA. Once locations where options exist, and comparison of Final Design is completed, Metro would begin optional routes for connecting station locations construction of the project, perform project testing,  Phasing options—Two minimum operable and then initiate transit service (Figure S‑1). segments (MOS) with potential interim operation are considered  Other project components—traction powered substations, vent shafts, trackwork options, a rail operations center, and two options for the maintenance yard

Description of the Westside Subway Extension Study Area

The Study Area for the Project was defined during the AA phase. It is located in western Los Angeles County and encompasses approximately 38 square

miles. The Study Area is east/west oriented and Figure S-1: Steps in the FTA Project includes portions of the Cities of Los Angeles, West Development Process Hollywood, Beverly Hills, and Santa Monica, as well as portions of unincorporated Los Angeles County.

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Figure S-2: Project Study Area Location and Metro System Connections

The Study Area boundaries generally extend north to Relationship of the Study Area to the base of the Santa Monica Mountains along Hollywood, Sunset, and San Vicente Boulevards; Metro’s Transit System east to the Metro Rail stations at Hollywood/Highland and Wilshire/Western; south to Since 1990, Metro has constructed a regional fixed- Pico Boulevard; and west to the Pacific Ocean guideway transit system that consists of HRT, LRT, BRT, and commuter rail. This system currently (Figure S‑2). includes more than 76 miles of Metro Rail service

(HRT and LRT) and 14 miles of BRT service. These include the Metro Red Line (HRT), Metro Blue Line (LRT), Metro Green Line (LRT), Metro Gold Line

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(LRT) and Metro Orange Line (BRT). In addition, averaging approximately 13,100 persons per square the Southern California Regional Rail Authority mile and 12,500 jobs per square mile. (Metrolink) has opened more than 500 miles of Metrolink commuter rail lines that serve five According to forecasts by SCAG (Southern counties. California Association of Governments), the designated Metropolitan Planning Organization The existing fixed-guideway transit service in the (MPO), the Study Area’s population density will region is complemented by the transit corridors increase to more than 14,400 persons per square mile currently under study or construction, including: and approximately 14,000 jobs per square mile by Exposition Light Rail Transit Project Phases 1 and 2; 2035. This represents a 10 percent increase in Metro Gold Line Foothill Extension; Metro Regional population density and a 12 percent increase in Connector; Metro Gold Line Eastside Extension employment density. In particular, the three largest Phase 2; Crenshaw/LAX Transit activity centers are in Beverly Hills (26,000 jobs per Corridor Project; South Bay Metro Green Line square mile), Century City (43,000 jobs per square Extension; Metro Orange Line Extension; and mile), and Westwood (84,000 jobs per square mile). Wilshire BRT. The Westside Subway Extension Approximately 147,000 jobs were located in these would provide direct connections from the west side three centers in 2006. of the county to all elements of the existing Metro system. Enhancements are also planned for the Division 20 Maintenance and Storage Facility.

 Purpose and Need for Transit

Improvements in the Study Area The purpose of this Project is to improve transit travel time and provide more reliable transit service Major Activity Centers and Destinations to the 286,246 transit riders who travel through the Study Area today. Los Angeles has been characterized as a collection of urban centers. The “Centers Concept” from the 1960s The need for the Project is described in Chapter 1 of and 1970s identified urban centers of various types the Draft EIS/EIR in the discussions on population throughout the region that represented concentrations and employment growth, the high number of major of economic activities and higher-density housing. activity centers, high existing transit usage, and The Centers Concept envisioned that these areas severe traffic congestion. The Study Area currently would be interconnected by transit infrastructure. The has, and is projected to have, large population and City of Los Angeles General Plan Framework employment centers scattered throughout 15 existing originally adopted the Centers Concept in 1970, and major activity centers in the corridor. These activity has subsequently re-adopted the concept in more centers are served by extremely congested road recent updates of the General Plan. networks that will deteriorate further with the projected increase in population of 51,000 (10.1 The concept specifically designated centers in percent) and the 58,000 additional jobs in the corridor Wilshire Center, Hollywood, Miracle Mile, Sunset (a 12.1 percent increase) by 2035. This anticipated Strip, Beverly Hills, Westwood, and Santa Monica. growth will further affect transit travel speeds and The intent of the plan, which would be met for these reliability, even with a dedicated lane for express bus centers by this Project, is to link these centers with service on Wilshire Boulevard. By 2035, buses will transit to reduce the reliance on the automobile. travel at speeds ranging from 8 to 11 miles per hour Major activity centers in the Study Area are shown in (mph). Figure S‑3, and land uses are shown in Figure S‑4. Some of Southern California’s most well-known Study Area Population and Employment entertainment, educational, and cultural activity centers are in the Study Area. Many of these centers Approximately 5 percent of the Los Angeles County are within the densest portions of the Study Area, population (504,000) and 10 percent of the jobs along the Wilshire and Santa Monica Boulevard (479,000) are concentrated in the Study Area. The corridors. Study Area population and employment densities are among the highest in the metropolitan region,

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Figure S-3: Activity Centers in the Study Area

As shown in Figure S‑3, major activity centers Travel Markets include Downtown Santa Monica, Westwood Village, UCLA, Century City, Rodeo Drive/Beverly The primary travel markets in the Study Area are the Hills, Beverly Center/Cedars Sinai Hospital, Sunset east/west “within Westside” and the east/west trips to Strip/West Hollywood, the Grove/Farmer’s Market, and from Westside. As shown in Figure S‑5, on an Wilshire Miracle Mile, Wilshire Center, and average weekday in 2006, about 301,000 home-based Hollywood. work peak trips entered the Study Area from outside origins, while about 123,000 trips left the Study Area Travel Markets, Transit Usage, for outside destinations. More than twice as many Congestion, and Mobility in the Study work trips entered the Study Area as left. There were 102,000 daily home-based work peak trips starting Area and ending within the Study Area, suggesting that approximately one in four Study Area jobs is filled Presently, the transportation network consists of a by local (Study Area) residents. The remaining 75 well-defined grid of arterials and freeways generally percent of the jobs were filled by individuals living following an east/west or north/south orientation. outside the Study Area. Projections suggest that the These freeways and streets carry some of the highest ratio of home-based work peak trips entering or traffic volumes in California and throughout the leaving the Study Area daily will remain about the country. same through 2035.

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Transit Usage investments can be measured. Four key performance indicators and their 2003 base year results, 2035 All bus service is currently provided in mixed-flow baseline projections, and 2035 objectives are shown lanes, which subjects buses to the same high levels of in Table S‑1. The Study Area is designated as one of congestion experienced by automobiles. The Wilshire the most congested areas in the five-county region. Corridor Route (Line 20/720/920) is the heaviest Significant improvement in these categories to meet used bus corridor in Southern California with nearly regional objectives for mobility, accessibility, and 60,000 daily boardings, surpassing the ridership of reliability are needed many LRT routes including the Metro Green Line and the Metro Gold Line in Los Angeles. Measure R

Congestion and Mobility In November 2008, the voters of Los Angeles County approved Measure R, a one-half cent sales tax Between 2006 and 2035, substantial increases are measure to provide funding for several important new projected in vehicle miles traveled (VMT) and transportation projects in Los Angeles County. A vehicle hours traveled (VHT). Daily VMT within the total of $4.2 billion was identified over a period of 30 Study Area will increase by approximately 26 years for the Westside Subway Extension, comprised percent, from 4 million in 2006 to more than 5 of local sales tax dollars and Federal matching funds. million in 2035. During the same period, regional VMT are projected to increase from 304.2 million to 504.7 million, or more than 65.9 percent. VHT in the  Alternatives Before Scoping Period Study Area are projected to increase from about At the initiation of the Draft EIS/EIR phase, Metro 165,000 to 247,000, or almost 50 percent. Regional presented the public with the two general alignments VHT are projected to increase from 9.5 million to for a western extension of the Metro Rail Red Line 29.2 million, or about 207 percent between 2006 and and Metro Purple Line subway (Alternative 1 in 2035. The Study Area contains some of the most ‑ ‑ congested arterial streets in the County. Key Figure S 7 and Alternative 11 in Figure S 8). A east/west arterials, such as Wilshire, Santa Monica series of NEPA/CEQA scoping meetings were held Sunset, Hollywood, Olympic, and Pico Boulevards, to solicit public input. In addition to requesting input operate at congested conditions throughout the day. on the general alignments of Alternatives 1 and 11, North/south arterials extending westward from Metro sought public comment on the two green- Western Avenue include Crenshaw Boulevard, La shaded portions in Figure S‑7 and Figure S‑8 where Brea Avenue, La Cienega Boulevard, Beverly Drive, different alignment and station options were possible Westwood Boulevard, Sepulveda Boulevard, Bundy in the Beverly Hills to Westwood area and along the Drive, and Lincoln Boulevard. West Hollywood Branch alignment. The alternatives and station options discussed in the Draft EIS/EIR Arterials in the Study Area serve employment centers include those recommended at the conclusion of the as well as local and regional travel. They are also AA phase with alignment and station options. used as alternatives to the Interstate 10 (I‑10) and In October 2009, Metro adopted a Long Range Interstate 405 (I‑405) freeways during heavy Transportation Plan (LRTP). In response to funding congestion, accidents, breakdowns, lane closures, and and phasing issues raised by fiscal constraints other random events. As a result, the Study Area’s identified during the LRTP process, Metro developed roadway capacity is insufficient to handle the traffic Minimal Operating Segments (MOSs) to correspond volumes, thus reducing travel time reliability for to the timeframe for the availability of Measure R motorists and transit riders. funding. Initial construction segments were identified

to Fairfax (2019), Century City (2026) and Regional Objectives Westwood (2036). In 2008, the SCAG Regional Council adopted the Regional Transportation Plan (RTP) (SCAG 2008) to establish the goals, objectives, and policies for the transportation system and to establish an implementation plan for transportation investments. The RTP includes regional performance indicators with objectives against which specific transportation

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Figure S-4: Land Use

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Figure S-5: Home-Based Work Peak Person Trip Comparison: 2006 to 2035

Figure S-6: (PURPOSELY DELETED)

Table S-1: Southern California Association of Governments Performance Indicators

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Figure S-7: Alternatives Analysis Study Alternative 1

Figure S-8: Alternatives Analysis Study Alternative 11

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The different Century City Station options Refinement of the Alignments and necessitated development of different route options between the Wilshire/Rodeo Station and Century Station Locations City Stations. Alignment options were developed and evaluated in response to scoping comments to During preparation of the Draft EIS/EIR, the consider ways to minimize subsurface easements alignment and station locations have been refined to under residential properties. The analysis concluded avoid impacts to the natural and built environments that three alignment options—Constellation South, where feasible, provide a cost-effective solution to Constellation North, and Santa Monica—should be increase east/west mobility in the Study Area, and studied, only one of which would ultimately be respond to public and agency input. selected as part of a Build Alternative.

Wilshire/Crenshaw Station Option (Option 1) Century City to Westwood/UCLA Station This location is only one-half mile west of the The AA Study identified multiple sites for subway Wilshire/Western Station in a relatively low density stations in Century City and Westwood and multiple area that is not planned to grow in the future. Also connecting routes between the different stations. The Crenshaw Boulevard terminates at Wilshire analysis in this area concluded that two stations Boulevard so there are less connectively (Santa Monica Boulevard at Avenue of the Stars and opportunities than at other sites. For these reasons, an Constellation Boulevard at Avenue of the Stars). option has been provided that evaluates operating the project without a station at Wilshire Crenshaw. Six alignment routes were considered for connecting the Century City and Westwood Stations. By combining station options with route options, a total Wilshire/Fairfax Station Option (Option 2) of 22 route options were considered in this area. Following the review of scoping comments, more During the NEPA/CEQA scoping period, public detailed engineering and environmental studies and comments stated that the Wilshire/Fairfax Station targeted stakeholder outreach were conducted. The should more directly serve the Los Angeles County conclusion of these studies resulted in the further Museum of Art (LACMA) and the Page Museum/ consideration of three route alignments: East Route, Hancock Park facilities. To address these comments, Central Route, and West Route. The three routes a second station site closer to the LACMA and park were carried forward for further analysis in the Draft facilities was included in the Draft EIS/EIR for more EIS/EIR, only one of which would ultimately be detailed analysis. selected as part of a Build Alternative. The East Route provides the shortest, fastest route and the least Wilshire/La Cienega Station Option (Option 3) costly route between Century City and Westwood; it also tunnels under fewer residential properties than Different station locations were examined to respond the Central Route. The West route passes beneath to public comment and address potential connections fewer residential properties but is considerably longer and transfers to a future West Hollywood than the Central and East routes. alignment.There was strong public preference for a station location east of La Cienega Boulevard (which Westwood/VA Hospital Station would have no transfer/connection structure between lines). Another station option west of La Cienega (Option 6) Boulevard was developed that would allow for transfers to the West Hollywood Line. Therefore, it Scoping comments suggested that an additional was concluded that two station location options station should be provided west of the I-405 Freeway should be studied in the Draft EIS/EIR. because there was too much distance between the Westwood/UCLA and Wilshire/Bundy Stations. Additionally, by extending the Project one station Century City Station and Alignment west of the I-405 Freeway, access for residents west of I-405 would be significantly improved, and the Options (Option 4) Project would still be within Measure R funding. The analysis in this area concluded that two potential Wilshire/Rodeo Station to Century City Station station locations at the Veterans Administration (VA)

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Hospital—VA Hospital South and VA Hospital and enhance mobility. The TSM Alternative North—should be evaluated. increases the frequency of service for Metro Bus Line 720 (Santa Monica–Commerce via Wilshire Boulevard and Whittier Boulevard) to between three West Hollywood Alignments and four minutes during the peak period. In the TSM Alternative, Metro Purple Line rail service to the During scoping, the public was presented with two Wilshire/Western Station would operate in each possible routes for the WestHollywood alignment for direction at 10-minute headways during peak and off- the north/south segment between Santa Monica and peak periods. The Metro Red Line service to Wilshire Boulevards: one followed La Cienega Hollywood/Highland Station would operate in each Boulevard and one followed San Vicente Boulevard. direction at five-minute headways during peak The two routes located the stations for the Santa periods and at 10-minute headways during midday Monica Boulevard/La Cienega Boulevard and and off-peak periods. Beverly Center areas, which would result in differences in ridership, impacts, and access to and from destinations, as well as community Build Alternatives preference. A screening analysis was performed on the two route options that examined the ability of this Metro refined the two AA Study Alternatives and alternative to meet the Purpose and Need of the developed alternatives with different lengths to meet Project, as well as engineering and construction the fiscal constraints and funding timelines identified feasibility, urban design considerations, and cost. in the LRTP. The Draft EIS/EIR includes five Build Based on the analysis, it was concluded that the La Alternatives, station and alignment options, the base Cienega Boulevard alignment would be eliminated stations (i.e., stations without options), other from further consideration and the San Vicente Boulevard alignment should be studied. Overview of Heavy-Rail Transit  Alternatives Considered in the Draft (HRT) Technology EIS/EIR HRT systems are at the upper end of the urban transit Five Build Alternatives, station and alignment spectrum in terms of speed, capacity, service options, other components of the Build Alternatives predictability, and cost. HRT operates in an exclusive including the maintenance facility, and the phasing of grade-separated right-of-way, picking up electrical the alternatives (i.e. minimum operable segments or power from a third rail adjacent to and parallel with MOSs) were presented in the Draft EIS/EIR. No the running rail. For the Build Alternatives, the Build and TSM Alternatives were also under separated right-of-way is all in a tunnel, with the top consideration. of the tunnel being a minimum 30 to 70 feet below the ground. No crossings of the right-of-way are permitted in the same plane with HRT operations. No Build Alternative  Very high passenger-carrying capacity of up to 1,000 passengers per train The No Build Alternative includes all existing  Maximum speed of 70 mph highway and transit services and facilities, and the  Multiple-unit trains with up to six cars per train committed highway and transit projects in the Metro LRTP and the SCAG RTP. Under the No Build Alternative, no new transportation infrastructure HRT is best suited for service in long, high-density, would be built within the Study Area. congested corridors to connect the central city with major activity centers and large, dense suburban communities. Transportation Systems Management (TSM) Alternative HRT Stations The TSM Alternative includes more frequent bus service than the No Build Alternative to reduce delay HRT stations are the gateways to the transit system. HRT stations consist of a station “box,” or area in

Executive Summary which the basic components are located (Figure S‑9). The estimated one-way running time is 12 minutes 39 The station box would be accessed from street-level seconds from the Wilshire/Western Station. From the entrances by stairs, escalators, and elevators that Wilshire/Western Station, Alternative 1 travels would bring patrons to a mezzanine level where the westerly beneath Wilshire Boulevard to the ticketing functions are located. Three types of Wilshire/Rodeo Station and then southwesterly mezzanines are possible: center, single-ended, or toward a Century City Station, then toward a double-ended. Westwood/ UCLA Station.

Alternative 2—Westwood/VA Hospital Extension

This alternative extends HRT, in subway, from the existing Metro Purple Line Wilshire/Western Station to a Westwood/VA Hospital Station (Figure S‑11). This alignment is 8.96 miles long from the Wilshire/ Western Station and would operate in each direction at 3.3-minute headways during the morning and evening peak periods and at 10-minute headways during the midday, off-peak period. Service Figure S-9: Existing Metro HRT and Station frequencies on other Metro Rail lines and bus routes in the corridor would be the same as for the No Build Alternative. The estimated one-way running time is 13 minutes 53 seconds from the Wilshire/Western The 450-foot platforms would be one level below the Station. Following the same alignment as Alternative mezzanine level and would allow level boarding (the 1 to the Westwood/UCLA Station, Alternative 2 then train car floor is at the same level as the platform) for travels westerly under Veteran Avenue and continues full accessibility. Stations would consist of a center west under the I-405 Freeway, terminating at a or side platform. Each station would be equipped Westwood/VA Hospital Station. with under-platform exhaust shafts, over-track exhaust shafts, blast relief shafts, and fresh air Alternative 3—Santa Monica Extension intakes. Stations and station entrances would comply with the Americans with Disabilities Act of This alternative extends from the existing Metro 1990 (ADA). Platforms would be well lighted and Purple Line Wilshire/Western Station to the include seating, trash receptacles, artwork, Wilshire/4th Station in Santa Monica (Figure S‑12). signage, safety and security equipment (closed- The alignment is 12.38 miles long from the circuit television, public announcement system, Wilshire/Western Station, would operate in each and passenger assistance telephones), and a transit direction at 3.3‑minute headways during the morning passenger information system to provide real-time and evening peak periods, and operate with 10 information. The fare collection area would ‑minute headways during the midday, off-peak include ticket vending machines, fare gates, and period. The estimated one-way running time is 19 information map cases. minutes 27 seconds from the Wilshire/Western

Station to Wilshire/4th Street Station in Santa Monica. Alternative 1—Westwood/UCLA Extension Similar to Alternative 1, from the Wilshire/Western This alternative extends HRT, in subway, from the Station, Alternative 3 travels westerly beneath existing Metro Purple Line Wilshire/Western Station Wilshire Boulevard to the Wilshire/Rodeo Station to a Westwood/UCLA Station (Figure S‑10). The and then southwesterly toward a Century City alignment is 8.60 miles long and would operate in Station, then toward a Westwood/UCLA Station. each direction at 3.3-minute headways during Similar to Alternative 2, Alternative 3 continues morning and evening peak periods and at 10-minute westerly under the I-405 freeway to a Westwood/VA headways during midday. Service frequencies on Hospital Station. Alternative 3 would then continue other Metro Rail lines and bus routes in the corridor westerly under Wilshire Boulevard, terminating at the would be the same as for the No Build Alternative. Wilshire/4th Street Station in Santa Monica.

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miles

1.9

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ity Study Area

~ 10,000 ~ feet

For Report This Util

Figure S-10: Alternative 1 - Westwood/UCLA Extension

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Figure S-11: Alternative 2 - Westwood/VA Hospital Extension

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Figure S-12: Alternative 3 - Santa Monica Extension

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Figure S-13: Alternative 4 - Westwood/VA Hospital Extension plus West Hollywood Extension

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Alternative 4—Westwood/VA Hospital Extension plus West Hollywood Extension

Similar to Alternative 2, this alternative extends HRT, in subway, from the existing Metro Purple Line Wilshire/Western Station to a Westwood/VA Hospital Station but also adds a West Hollywood

Extension (Figure S‑13). The West Hollywood

Extension extends from the existing Metro Red Line

Hollywood/ Highland Station to the west of the

Wilshire/ La Cienega Station. The alignment is 14.06 miles long from the Wilshire/Western Station to a

Westwood/ UCLA Station and from

Hollywood/Highland Station to Wilshire junction.

Alternative 5—Santa Monica Extension plus West Hollywood Extension

Similar to Alternative 3, this alternative extends HRT, in subway, from the existing Metro Purple Line Wilshire/Western Station to the Wilshire/4th Station and adds a West Hollywood Extension similar to the extension described in Alternative 4 (Figure S‑14). The alignment is 17.49 miles long. Alternative 5 is comprised of two elements: a Metro Purple Line extension to Santa Monica and a West Hollywood Line to Santa Monica.

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Figure S-14: Alternative 5 - Santa Monica Extension plus West Hollywood Extension

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Figure S-15: Station and Alignment Options

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Figure S-16: No Wilshire/Crenshaw Station Option

Station and Alignment Options

Figure S‑15 shows the proposed station and alignment options. There are six areas where options are proposed: Option 1) No Wilshire/Crenshaw Station; Option 2) Wilshire/ Fairfax East Station; Option 3) Wilshire/La Cienega West Station with Connection Structure; Option 4) Century City Station and Alignment Options; Option 5) Westwood/UCLA On-Street Station Option; and Option 6) Westwood/ VA Hospital North Station. These are alternative station location options and are not additional stations. Each of these options is described below and shown in the figures.

Option 1: No Wilshire/Crenshaw Station

Option (Figure S‑16) Wilshire/La Brea Station

 Base Station: Wilshire/Crenshaw Station— The base station straddles Crenshaw Boulevard, between Bronson Avenue and Lorraine Boulevard.  Station Option: Eliminate Wilshire/Crenshaw Station—This alternate station option would delete the Wilshire/Crenshaw Station. If this

option is selected, a vent shaft (required for tunnel segments longer than 6,000 feet between stations) would be constructed mid-way between Crenshaw Boulevard and Lorraine Boulevard.  Base Station Option: Wilshire/La Brea Station will prevail.

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Figure S-17: Wilshire/Fairfax Station East Station Option

Option 2: Wilshire/Fairfax Station East

‑ Station Option (Figure S 17)

 Base Station: Wilshire/Fairfax Station— Scoping alternatives showed a single station at Wilshire/ Fairfax, west of Fairfax Avenue. This location was selected to move the station as far as possible from the gassy ground at the La Brea Tar Pits. Therefore, the base station is under the center of Wilshire Boulevard, immediately west of Fairfax Avenue.  Station Option: Wilshire/Fairfax Station East Station Option—This alternate station option would locate the Wilshire/Fairfax Station farther east, with the station underneath the Wilshire/Fairfax intersection.

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Figure S-18: Wilshire/La Cienega Station West with Connection Structure

Option 3: Wilshire/La Cienega Station West with Connection Structure (Figure

S‑18)

 Base Station: Wilshire/La Cienega Station— The base station would be under the center of Wilshire Boulevard, immediately east of La Cienega Boulevard. A direct transfer between the Metro Purple Line and the potential future West Hollywood Line is not provided with this station. Instead, a connection structure is proposed to the west near Robertson Boulevard as a means to provide a future HRT connection to the West Hollywood Line.  Station Option: Wilshire/La Cienega Station West with Connection Structure—The alternate station option would be located west of La Cienega Boulevard, with the station box extending from the Wilshire/Le Doux Road intersection to just west of the Wilshire/Carson Road intersection. This station would be a multi- level below-grade station. It also contains an alignment option that would provide an alternate HRT connection to the future West Hollywood Extension. This alignment portion of Option 3 is only applicable to Alternatives 4 and 5.

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Note: The following stations are not part of this utility report. Though, they are described herein for illustrative purposes only.

Figure S-19: Century City Stations

 Century City Station Options (two station Option 4: Century City Station (Figure options) S‑19)  Wilshire/Rodeo Station to Century City Station Segment Options (three segment options) The AA Study identified multiple sites for subway  Century City Station to Westwood/UCLA stations between Beverly Hills to Westwood Stations Segment Options (three segment options) that include a station in Century City and Westwood  Westwood/UCLA Station Options (two station and multiple connecting routes between the different options)(Option 5) stations.

Executive Summary

Only one station site in Century City and in the City of Beverly Hills entered litigation which Westwood/ UCLA will be selected for decision is pending through a decision by the implementation. Similarly, one segment option judiciary system. between Beverly Hills/ Century City and between Century City/Westwood Santa Monica Boulevard will be constructed. This alignment is considered the base segment. Table S‑2 shows how each segment option connects From the Wilshire/Rodeo Station, the Santa Monica to the Century City and Westwood/UCLA Stations. Boulevard segment travels westerly, beneath Wilshire Boulevard, to the Wilshire Boulevard/Santa Century City Station Options Monica Boulevard intersection, then curves southwesterly to Santa Monica Boulevard, and to the Century City (Santa Monica Boulevard) Station Century City Station on Santa Monica Boulevard.

Option Constellation North This station would be centered under Santa Monica The Constellation North alternate segment option Boulevard, with the station box centered on Avenue begins at the Wilshire/Rodeo Station and travels of the Stars. This station location has been questioned west to near Linden Drive. At this juncture, this due to its proximity to an active seismic faucet. segment curves southwesterly at Linden Drive to

Lasky Drive, and under Lasky Drive to just north of Century City (Constellation Boulevard) Station Young Drive. The segment option then turns southwesterly to under Constellation Boulevard and With this alternate station option, the Century to the station on Constellation Boulevard at Avenue City Station on Santa Monica Boulevard would be of the Stars. replaced with a station on Constellation Boulevard. This station is under the center of Constellation Constellation South Boulevard, straddling Avenue of the Stars and extending westward to east of MGM Drive. The Constellation South segment option begins

at the Wilshire/Rodeo Station and travels west to Wilshire/Rodeo Station to Century City Station Bedford Drive. At this juncture, this segment curves Segment Options to the southwest and travels directly southwest to Constellation Boulevard and into the optional station Three alternate segment options are proposed to on Constellation Boulevard at Avenue of the Stars. connect the Wilshire/Rodeo Station to Century City: via Santa Monica Boulevard, via Constellation North, and via Constellation South. All three extend from the Wilshire/Rodeo Station to a Century City Station, either on Santa Monica Boulevard or Constellation Boulevard. The selected segment travels underneath the Beverly Hills Highschool. The of City of Beverly Hills objects this tunnel alignment and the MTA and

Table S-2. Century City Station to Westwood/UCLA Station Segments - Option 4

Executive Summary

Century City Station to Westwood/UCLA Station Options

There are three general segments: East, Central, and West. Each of these three segments would be accessed from both Century City Stations and both Westwood/UCLA Stations. Only one of these segments will be chosen.

Option 5: Westwood/UCLA On-Street Station Option (Figure S‑20)

Several station locations were considered in Westwood. As a result of screening based on public comment, further conceptual design review, and screening against the goals to address the Purpose and Need, two station options were developed and included in the Draft EIS/EIR.  Base Station: Westwood/UCLA Station Off- Street Station Option—The base station is the Westwood/ UCLA Station located under the UCLA lot on the north side of Wilshire Boulevard between Gayley and Veteran.  Station Option: Westwood/UCLA On-Street Station Option—This alternate station option would be located under the center of Wilshire Boulevard, immediately west of Westwood Boulevard.

Figure S-20. Westwood/UCLA On-Street Station Option

Executive Summary

Option 6: Westwood/VA Hospital Wilshire/La Brea Station North Station (Figure S-21) This station is between La Brea and Cloverdale Avenues.  Base Station: Westwood/VA Hospital—The base station would be below the VA Hospital parking lot on the south side of Wilshire Boulevard in between the I-405 exit ramp and Bonsall Wilshire/Rodeo Station Avenue.  Station Option: Westwood/VA Hospital North This station would be under the center of Wilshire Station—This alternate station option would Boulevard, beginning just west of South Canon locate the Westwood/VA Hospital Station on the Drive. north side of Wilshire Boulevard.

Wilshire/Bundy Station

Base Stations This station would be under Wilshire Boulevard, east of Bundy Drive. The following stations did not have optional sites and are, therefore, they constitute the base stations. In most stations, it is anticipated that only one station Wilshire/26th Station entrance or portal would be constructed as part of the Project. This station would be under Wilshire Boulevard, with the eastern end east of 26th Street and the western end west of 25th Street.

Wilshire/16th Station

This station would be under Wilshire Boulevard with the eastern end just west of 16th Street and the western end west of 15th Street.

Wilshire/4th Station

This station would be under Wilshire Boulevard.

Hollywood/Highland Station

This station would be located under Highland Figure S-21. Westwood/VA Hospital North Station Avenue and provides a transfer option to the existing Metro Red Line Hollywood/Highland Station under Hollywood Boulevard.

Santa Monica/La Brea Station

This station would be under Santa Monica Boulevard, just west of La Brea Avenue, and would extend westward to the center of the Santa Monica Boulevard/Formosa Avenue intersection.

Existing Utilities 2. Existing Utilities along Wilshire Blvd. Corridor at: La Brea Blvd, Fairfax Blvd, La Cienega Blvd. (Underground Stations)

D’Leon Consulting Engineers Corporation (DLCE) worked as sub-consultant to the Prime Engineering company PB America Inc. PB entered into contract PS4350-2000on July 16, 2007 with Los Angles METRO to provide Alternative Analysis (AA), with options for Environmental Impact Statement (EIS), Environmental Impact Report (EIR) and Preliminary Engineering Services (PE) for the West Side Extension Transit Corridor Project Phase I of this project.

Report Preparation PB Management: D’Leon Consulting Engineers’s Staff: - Ashok Kothary, Program Manager - Domingo Leon, PE, Principal Engineer - John Doyle, Contract Administration Manager - Sara Saaman, Civil Engineer - Nick Humby, Utility Manager - Jose Varias, Utility Civil Engineer - Zafer Mudar, Utility Design Leader - Dung Quang Nguyen, Technical Assistant

Phase I of this project includes the Draft and final EIS/EIR associated with Advanced Conceptual Engineering (ACE). Phase II of this project consists of Preliminary and Advanced Preliminary Engineering.

DLCE’s services consisted of searching for the relocation of existing utility lines using existing As-Built maps along the Wilshire Blvd. corridor at the location of the proposed METRO West Side Extension cut and cover underground stations.

Approximate Dimensions

Station Location of the Utilities in the Vicinity Longitudinal (ft) Width (ft)

La Brea Between Orange Dr. & Detroit St. 981 67

Fairfax Between Ogden Dr. & San Diego Way 839 65

La Cienega Between Tower Dr. & La Cienega Blvd 981 67

27 Existing Utilities

Existing Utility were identified using as built documents from the following utility companies:

 City of Los Angeles o DWP (Department of Water and Power) o BOE (Bureau of Engineering) o Bureau of Street Services  LAMWD (Los Angeles Metropolitan Water District)  The Gas Company  Southern California Gas  Communication companies for telephone and fiber optic such as: o MCD o ATT o Level 3 Communication o Verizon o PTT (Pacific Telephone Telegraph)

The following table depicts the locations of the composite existing utility lines

Station Sheet # Drawing # Location

La Brea 18 U-118 In the vicinity between Orange Dr. & Sycamore Ave. La Brea 19 U-119 In the vicinity between Detroit Blvd. & La Brea Blvd.

Fairfax 27 U-127 In the vicinity of Ogden Dr. Fairfax 28 U-128 In the vicinity between Fairfax Ave. & Alley Fairfax 29 U-129 In the vicinity of San Diego Way

La Cienega 34 U-134 In the vicinity between Tower Dr. & Gale Dr. La Cienega 35 U-135 In the vicinity between Gale Dr. & Hamilton Ave. La Cienega 36 U-136 In the vicinity off La Cienega Blvd.

28 Existing Utilities

 Composite Existing Utilities - Description

Utility Entry Utility Utility Quantity Sheet Station Utility Description Utility Location No. Type Owner (LF) No.

Street Crossings

Sycamore Ave. 22' E/W Sycamore 1 U-118 La Brea Water DWPWS 4" CI 119 Ave. 18' E/W Sycamore 2 U-118 La Brea Comm. AT&T 26 DU 125 Ave. 18' E/W Sycamore 3 U-118 La Brea Comm. AT&T 1-3 1/2” DU 243 Ave. 24' E/W Sycamore 4 U-118 La Brea Water DWPWS 6” F 117 Ave. 27' E/W Sycamore 5 U-118 La Brea Water DWPWS 4” CI (ABAND) 110 Ave. 21' E/W Sycamore 6 U-118 La Brea Electric DWPPS 8-5” 150 Ave. 28' E/W Sycamore 7 U-118 La Brea Electric DWPPS 2-5” &1-4” 150 Ave. 22' E/W Sycamore U-118 La Brea Water DWPWS 125 8 4” CI Ave. 21' W/E Sycamore U-118 La Brea Gas SCG 120 9 4” M Ave. 8' W/E Sycamore U-118 La Brea Comm. AT&T 230 10 39-4” Ave. 2' W/E Sycamore U-118 La Brea Comm. AT&T 140 11 3-4” MCD Ave. 27' W/E Sycamore 12 U-118 La Brea Comm. AT&T 4-11/4” PVC QUAD 185 DUCT Ave. 26' W/E Sycamore 13 U-118 La Brea Sewer City of LA 36” VCP 187 Ave. 21' W/E Sycamore 14 U-118 La Brea Gas SCG 3” (ABAND) 236 Ave. 9' W/E Sycamore 15 U-118 La Brea Gas SCG 3” M 140 Ave. 5' W/E Sycamore 16 U-118 La Brea Comm. AT&T 36-4” MCD 170 Ave. Orange Dr. 25' E/W Orange 1 U-118 La Brea Electric DWPPS 4-6” & 2-4” P 117 Dr. 23' E/W Orange 2 U-118 La Brea Water DWPWS 8” CI 220 Dr. 20' E/W Orange 3 U-118 La Brea Electric DWPPS 4-4” 180 Dr. Crossing Wilshire 4 U-118 La Brea Electric DWPPS 4-4” Blvd. at Orange 75 Dr.

29 Existing Utilities

Crossing Wilshire 5 U-118 La Brea Electric DWPPS 6-4” Blvd. at Orange 95 Dr. Crossing South 6 U-118 La Brea Electric DWPPS 1-4” 65 Orange Dr. 50' S/S Crossing South 7 U-118 La Brea Electric DWPPS 2-4” 45 Orange Dr. 17' S/S 22' E/W Orange 8 U-118 La Brea Water DWPWS 135 6” CI Dr.

26' W/E Orange 9 U-118 La Brea Gas SCG 20” H 354 Dr.

21' W/E Orange 10 U-118 La Brea Gas SCG 3” M 128 Dr. Crossing Wilshire 12 U-118 La Brea Gas SCG 3” (ABAND) Blvd. at Orange 90 Dr. Crossing South 13 U-118 La Brea Electric DWPPS 2-4” P 12 Orange Dr. 16' E/W South U-118 La Brea Comm. Pacific Bell 2-4” 140 Orange Dr. 21' W/E Orange 15 U-118 La Brea Gas SCG 3” M 130 Dr. Crossing South 16 U-118 La Brea Electric DWPPS 1-4” P 12 Orange Dr. 17 U-118 La Brea Electric DWPPS 6-4” 10 W/E Orange Dr. 100

Crossing South 18 U-118 La Brea Electric DWPPS 3-4” 12 Orange Dr. Detroit St. 17’ E/W North 1 U-119 La Brea Water DWPWS 4” (ABAND) Detroit St. 148

2 U-119 La Brea Water DWPWS 57” RCP 22’ E/W Detroit St. 400

3 U-119 La Brea Water DWPWS 6” 14’ E/W Detroit St. 120

4 U-119 La Brea Gas SCG 6” H 28’ E/W Detroit St. 355

27.5’ E/W Detroit 5 U-119 La Brea Gas SCG 8” M 124 St. 19’ W/E North 7 U-119 La Brea Gas SCG 16” ABAND 355 Detroit St. Storm 9 U-119 La Brea City of LA RCP 31’ E/W Detroit St. 125 Drain 12’ W/E North 11 U-119 La Brea Gas SCG 3” M 142 Detroit St. 10' W/E North 12 U-119 La Brea Electric DWPPS 6-4” F Detroit St. and 19' 350 W/E South Detroit

30 Existing Utilities

St.

6’ W/E North 13 U-119 La Brea Electric DWPPS 1-3” F 133 Detroit St.

14 U-119 La Brea Sewer City of LA 8” CONS Detroit St. CL 155

Storm 15 U-119 La Brea City of LA 8” RCP ABAND 2’ W/E Detroit St. 110 Drain Crossing Wilshire 16 U-119 La Brea Electric DWPPS 3” 70 Blvd. at Detroit St. Crossing Wilshire 17 U-119 La Brea Gas SCG 6” 85 Blvd. at Detroit St.

18 U-119 La Brea Gas SCG 6” ABAND 4’ W/E Detroit St. 20

19 U-119 La Brea Water DWPWS 6” 27’ W/E Detroit St. 210

20 U-119 La Brea Gas SCG 2-4” ABAND 3’ W/E Detroit St. 25

4-1/4” PVC QUAD 22 U-119 La Brea Comm. AT&T 27’ W/E Detroit St. 180 DUCT

23 U-119 La Brea Gas SCG 16” ABAND 21’ W/E Detroit St. 180

24 U-119 La Brea Gas SCG 3” M 8’ W/E Detroit St. 95

31' E/W North 12” CI Detroit St. and 42' 1 U-119 La Brea Water DWPWS 355 E/W South Detroit St. La Brea Blvd. 23' E/W La Brea 2 U-119 La Brea Electric DWPPS 3-41/2” F&8-4” F 135 Blvd. 40’ E/W La Brea 3 U-119 La Brea Sewer City of LA 18” CONC 155 Blvd. Crossing La Brea 4 U-119 La Brea Sewer City of LA 8” CONC ABAND Blvd. at Wilshire 180 Blvd. Crossing Wilshire 5 U-119 La Brea Electric DWPPS 4-5” Blvd. at La Brea 50 Blvd. 21’ E/W La Brea 6 U-119 La Brea Electric DWPPS 8-4” 195 Blvd. 18’ E/W La Brea 7 U-119 La Brea Electric DWPPS 6-5” 150 Blvd. 6’ E/W La Brea 9 U-119 La Brea Gas SCG 3” ABAND 120 Blvd. 20’ W/E North La 11 U-119 La Brea Gas SCG 3” ABAND 150 Brea Blvd.

31 Existing Utilities

26’ W/E La Brea 12 U-119 La Brea Comm. PT&T 6 DU 150 Blvd. Crossing North La 13 U-119 La Brea Comm. PT&T 2 DU 50 Brea Blvd. 23’ W/E La Brea 14 U-119 La Brea Comm. PT&T 54 DU 250 Blvd. Storm 50’ W/E La Brea 15 U-119 La Brea City of LA 42” RCP 350 Drain Blvd. Crossing North La 16 U-119 La Brea Comm. PT&T 12 DU 100 Brea Blvd. 35’ W/E La Brea 17 U-119 La Brea Sewer City of LA 21” VCP 180 Blvd. VERIZON 1’ W/E La Brea 18 U-119 La Brea Comm. 1-4” 200 BUSINESS Blvd. 17’ W/E La Brea 19 U-119 La Brea Gas SCG 2” ABAND 200 Blvd. 8’ W/E La Brea 21 U-119 La Brea Comm. AT&T 48 DU 80 Blvd. 21’ W/E La Brea 22 U-119 La Brea Water DWPWS 8” 110 Blvd. 5’ W/E La Brea 23 U-119 La Brea Gas SCG 3” ABAND 180 Blvd. Crossing South La 24 U-119 La Brea Sewer City of LA 8” VCP 175 Brea Blvd. Wilshire Blvd from East of Orange Dr. to West of Detroit St. 12' S/N Wilshire U- Blvd. from 1 118, La Brea Comm. AT&T 12” DU 340 Sycamore Ave. to 119 La Brea Blvd. Crossing Wilshire 2 U-118 La Brea Electric DWPPS 3-4” Blvd, west of 30 Sycamore Ave.

Crossing Wilshire 3 U-118 La Brea Electric DWPPS 2-4” Blvd, west of 30 Sycamore Ave.

9’ S/N Wilshire U- 6” M IN 8” CSG Blvd. from 4 118, La Brea Gas SCG 760 (ABAN) Sycamore Ave. to 119 La Brea Blvd. 3’ S/N Wilshire U- Blvd. from east of 5 118, La Brea Gas SCG 6” 770 Orange Dr. to La 119 Brea Blvd.

32 Existing Utilities

23’ S/N Wilshire Blvd. from 6 U-118 La Brea Electric DWPPS 4-5” P Sycamore Ave. to 115 west of Sycamore Ave. 20’ S/N Wilshire U- Blvd. from east of 7 118, La Brea Electric DWPPS 3-5”F &8-4” 815 Orange Dr. to La 119 Brea Blvd. 12’ S/N Wilshire Blvd. from east of 11 U-118 La Brea Comm. AT&T 24” DU 470 Orange Dr. to Sycamore Ave. 29’ S/N Wilshire U- Blvd. from east of 12 118, La Brea Water DWPWS 6” (ABAND) 1200 Orange Dr. to west 119 of Detroit St.

Crossing Wilshire 14 U-118 La Brea Electric DWPPS 3-5” & 8-4” F Blvd. west of 15 Orange Dr.

21’ S/N Wilshire 16 U-118 La Brea Electric DWPPS 16-4” Blvd., west of 40 Orange Dr.

27' S/N Wilshire U- Blvd. from east of 17 118, La Brea Water DWPWS 8” 1200 Orange Dr. to west 119 of Detroit St. 24’ S/N Wilshire Storm Blvd., from east of 18 U-118 La Brea City of LA 27” RCP 150 Drain Orange Dr. to Orange Dr. 50' N/S Wilshire U- Blvd. from 21 118, La Brea Sewer City of LA 24” VCP 315 Sycamore Ave. to 119 La Brea Ave. 8’ N/S Wilshire U- 6” IN 8” CSG Blvd. from 22 118, La Brea Gas SCG ABAND 560 Sycamore Ave. to 119 La Brea Ave. 22’ N/S Wilshire U- Blvd. from 23 118, La Brea Electric DWPPS 14-5” F to 4-5" F 405 Sycamore Ave. to 119 La Brea Ave. 39’ N/S Wilshire U- VERIZON Blvd. from east of 24 118, La Brea Comm. 1-4” 1200 BUSINESS Orange Dr. to west 119 Detroit St. Crossing Wilshire VERIZON 25 U-118 La Brea Comm. 1-3” Blvd, east of 30 BUSINESS Sycamore Ave. 4’ N/S Wilshire 26 U-118 La Brea Comm. AT&T 6-4” Blvd. from east of 410 Orange Dr. to

33 Existing Utilities

Sycamore Ave.

31' N/S Wilshire U- LEVEL 3 6-51/4” QUAD 2x3 Blvd. from east of 28 118, La Brea Comm. 1200 COMM. DU Orange Dr. to west 119 Detroit St. S/S Wilshire Blvd, 29 U-118 La Brea Comm. AT&T 1-3” DU 110 west of Orange Dr. 25' N/S Wilshire Blvd. from east of 30 U-118 La Brea Sewer City of LA 33” VCP 370 Orange Dr. to Sycamore Ave. 10’ N/S Wilshire Blvd. from east of 32 U-118 La Brea Electric DWPPS 6-4” 120 Orange Dr. to Orange Dr. 5' N/S Wilshire Blvd. from east of 33 U-118 La Brea Gas SCG 2” PEM 425 Orange Dr. to Sycamore Ave. 20’ S/N Wilshire 2 U-119 La Brea Electric DWPPS 9-4” Blvd. from La Brea 355 Ave. to Detroit St. 12’ S/N Wilshire Blvd. from west of 3 U-119 La Brea Comm. AT&T 18 DU 250 La Brea Ave. to west of Detroit St. ~18' S/N Wilshire 4 U-119 La Brea Electric DWPPS 3-4” F Blvd., west of 25 Detroit St. 12’ S/N Wilshire 6a U-119 La Brea Comm. AT&T 30 DU Blvd., west of La 120 Brea Ave. 20’ S/N Wilshire 7 U-119 La Brea Electric DWPPS 3-4” F Blvd., east of 35 Detroit St. 32’ S/N Wilshire Blvd., from La 8 U-119 La Brea Gas SCG 6” ABAND 435 Brea Ave. to west of Detroit St. 24’ S/N Wilshire 6” M IN 8” CASIN Blvd., from La 9 U-119 La Brea Gas SCG 437 ABAN Brea Ave. to west of Detroit St. 36’ S/N Wilshire Blvd., from La 11 U-119 La Brea Sewer City of LA 18” CONC 395 Brea Ave. to west of Detroit St. Crossing Wilshire 12 U-119 La Brea Water DWPWS 6” Blvd. east of 15 Detroit St. Crossing Wilshire 15 U-119 La Brea Water DWPWS 1” Blvd. east of 27 Detroit St.

34 Existing Utilities

15’ S/N Wilshire Storm 17 U-119 La Brea City of LA 12” PIPE Blvd. at La Brea 82 Drain Ave. 18’ S/N Wilshire Blvd. from east of 18 U-119 La Brea Electric DWPPS 3-4” 195 La Brea Ave. to La Brea Ave. Crossing Wilshire 23 U-119 La Brea Electric DWPPS 3-4” F Blvd., east of La 40 Brea Ave. Storm 20’ N/S Wilshire 25 U-119 La Brea City of LA 27” RCP 130 Drain Blvd., at Detroit St. 20’ N/S Wilshire Storm Blvd., from La 27 U-119 La Brea City of LA 21” RCP 220 Drain Brea Ave. to east of Detroit St. Crossing Wilshire 28 U-119 La Brea Water DWPWS 1” Blvd., east of La 30 Brea Ave.

Street Crossings

Ogden Dr. 17’ E/W North 1 U-127 Fairfax Water DWPWS 6” (ABAND) 185 Ogden Dr. 14’ E/W North 2 U-127 Fairfax Gas SCG 2” (ABAND) 150 Ogden Dr. 6’ E/W North 3 U-127 Fairfax Gas SCG 3” (ABAND) 150 Ogden Dr. North Ogden Dr. 5 U-127 Fairfax Sewer City of LA 8” VCP 60 CL Storm 20’ E/W South 6 U-127 Fairfax LACFCD 34” RCP 175 Drain Ogden Dr. 7 U-127 Fairfax Gas SCG 3” M (ABAND) 19’ E/W Ogden Dr. 225 8 U-127 Fairfax Water DWPWS 6” (ABAND) 20’ E/W Ogden Dr. 240 7’ W/E North 9 U-127 Fairfax Comm. PT&T 1-4” 135 Ogden Dr. Crossing Ogden 10 U-127 Fairfax Sewer City of LA 8” VCP 100 Dr & Wilshire Blvd Storm 21’ W/E North 11 U-127 Fairfax LACFCD 87” RCP 100 Drain Ogden Dr. Private North Ogden Dr. 12 U-127 Fairfax Sewer 8” CIP 80 Owner CL 21’ W/E North 13 U-127 Fairfax Gas SCG 3” (ABAND) 75 Ogden Dr. Crossing North Storm 14 U-127 Fairfax City of LA 18” SD Ogden Dr. at 30 Drain Wilshire Blvd. Crossing Wilshire 15 U-127 Fairfax Electric DWPPS 6-4” F 80 Blvd. at Ogden Dr. 16 U-127 Fairfax Sewer City of LA 21” VCP 20’ W/E Ogden Dr. 165 17 U-127 Fairfax Comm. PT&T 2 DU 28’ W/E Ogden Dr. 210 18 U-127 Fairfax Gas SCG 3” 36’ W/E South 125

35 Existing Utilities

Ogden Dr. 19 U-127 Fairfax Electric DWPPS 4-4” 32’ W/E Ogden Dr. 135 South Ogden Dr. 20 U-127 Fairfax Sewer City of LA 8” VCP 30 CL 21 U-127 Fairfax Water DWPWS 6’ 33’ W/E Ogden Dr. 140 Alley 1 U-128 Fairfax Electric DWPPS 6-4 1/2” F & 1-3” F 3’ E/W (Alley) 140 2 U-128 Fairfax Comm. XO Comm. UG 12’ E/W (Alley) 250 3 U-128 Fairfax Comm. PT&T 1 DU 4’ W/E (Alley) 115 4 U-128 Fairfax Electric DWPPS 6-4 1/2” F 3’ W/E (Alley) 197 Fairfax Ave. ~30’ E/W North U-128 Fairfax Electric DWPPS 4” F 70 5 Fairfax Ave ~36’ E/W North 6 U-128 Fairfax Electric DWPPS 11-4” F 70 Fairfax Ave 23’ E/W North Fairfax Ave and 7 U-128 Fairfax Water DWPWS 12” CI 350 27’ E/W South Fairfax Ave 6’ E/W North 8 U-128 Fairfax Comm. PT&T 6 DU 150 Fairfax Ave 42' W/E North 9 U-128 Fairfax Sewer City of LA 15” VCP 155 Fairfax Ave Storm Crossing North 10 U-128 Fairfax City of LA 12" 55 Drain Fairfax Ave. Crossing Wilshire 11 U-128 Fairfax Electric DWPPS 8-4” F Blvd. at Fairfax 125 Ave. Crossing Wilshire 12 U-128 Fairfax Electric DWPPS 2” Blvd. at Fairfax 132 Ave. Crossing Wilshire 13 U-128 Fairfax Comm. PT&T 6 DU Blvd. at Fairfax 90 Ave. Varies, Fairfax 14 U-128 Fairfax Comm. NEXT G FIBER OPTIC Ave. at Wilshire 365 Blvd. Crossing South 15 U-128 Fairfax Water DWPWS 1” 25 Fairfax Ave. 35’ E/W South 16 U-128 Fairfax Comm. PT&T 2 DU 130 Fairfax Ave. 38' E/W South 18 U-128 Fairfax Electric DWPPS 6-4” F 135 Fairfax Ave. 11’ E/W South 19 U-128 Fairfax Comm. AT&T 4 DU 170 Fairfax Ave. 40’ E/W South 20 U-128 Fairfax Electric DWPPS 2-4” 135 Fairfax Ave. 29 W/E North 21 U-128 Fairfax Gas SCG 6” 147 Fairfax Ave. Storm 23’ W/E North 22 U-128 Fairfax City of LA 15" RCP SD 85 Drain Fairfax Ave.

36 Existing Utilities

Northeast Storm Intersection of 23 U-128 Fairfax City of LA 12” RCP SD 55 Drain Fairfax Ave. and Wilshire Blvd. Crossing Wilshire 24 U-128 Fairfax Gas SCG 6” M Blvd. at Fairfax 70 Ave. Crossing South 25 U-128 Fairfax Comm. PT&T 1 1/2” 50 Fairfax Ave. 5' W/E South 26 U-128 Fairfax Gas SCG 6” H 135 Fairfax Ave. Crossing South 27 U-128 Fairfax Comm. AT&T 2 DU 100 Fairfax Ave. 21' W/E South 28 U-128 Fairfax Gas SCG 4” 205 Fairfax Ave. 31’ W/E North RICHFILED Fairfax Ave and U-128 Fairfax Oil 10 3/4" 350 OIL 25’ W/E South Fairfax Ave 30' W/E South 29 U-128 Fairfax Electric DWPPS 6-41/2” F & 1-3” F 55 Fairfax Ave. 13' W/E South 30 U-128 Fairfax Sewer City of LA 8’ VCP 50 Fairfax Ave. Orange Grove Ave. 2’ E/W Orange 1 U-128 Fairfax Electric DWPPS 2-8” F 132 Grove Ave. 10’ E/W Orange 2 U-128 Fairfax Electric DWPPS 2-5” F 150 Grove Ave. 17’ E/W Orange 3 U-128 Fairfax Water DWPWS 6” 165 Grove Ave. 19’ E/W Orange U-128 Fairfax Water DWPWS 4” (ABAND) 148 4 Grove Ave. 26’ E/W Orange U-128 Fairfax Comm. MCI 3” PVC TEL 185 5 Grove Ave. CL Orange Grove 6 U-128 Fairfax Sewer City of LA 8” VCP 45 Ave. 17’ W/E Orange 8 U-128 Fairfax Electric DWPPS 3-5” F 145 Grove Ave. 6’ W/E Orange 9 U-128 Fairfax Gas SCG 3” M 125 Grove Ave. Crossing Wilshire U-128 Fairfax Gas SCG 3” (ABAND) Blvd. at Orange 75 Grove Ave. Wilshire Blvd from East of Ogden Dr. to West of Fairfax Ave. Crossing Wilshire 1 U-127 Fairfax Sewer City of LA 8” VCP Blvd. west of 155 Ogden Dr. Crossing Wilshire 2 U-127 Fairfax Water DWPWS 4" Blvd. west of 65 Ogden Dr. 23’ S/N Wilshire U- Blvd. from east of 3 127, Fairfax Comm. AT&T 20 DU 850 Ogden Dr. to east 128 of Fairfax Ave.

37 Existing Utilities

37’ S/N Wilshire U- VERIZON Blvd. from east of 127, Fairfax Comm. 1-4” TEL 1200 BUSINESS Ogden Dr. to west 128 4 of Fairfax Ave. Crossing Wilshire U-127 Fairfax Water DWPWS 2” Blvd. west of 75 5 Ogden Dr. 42' S/N Wilshire U- Blvd. from east of 6 127, Fairfax Gas SCG 6” (ABAND) 865 Ogden Dr. to 128 Fairfax Ave. Crossing Wilshire 7 U-127 Fairfax Comm. PT&T 2 DU Blvd. west of 95 Ogden Dr. 16’ S/N Wilshire 8 U-127 Fairfax Comm. SCT 1 1/2” (ABAND) Blvd. west of 100 Ogden Dr. U- 45’ S/N Wilshire 10 127, Fairfax Sewer City of LA 15” VCP Blvd. from Ogden 645 128 Dr. to Fairfax Ave. North Wilshire 11 U-127 Fairfax Electric DWPPS 1-4” Blvd., west of 34 Ogden Dr. North Wilshire 12 U-127 Fairfax Electric DWPPS 1-4” F Blvd., west of 30 Ogden Dr. 27’ S/N Wilshire Storm 14 U-127 Fairfax City of LA 27” RCP (ABAND) Blvd., west of 130 Drain Ogden Dr. ~25’ S/N Wilshire 15 U-127 Fairfax Comm. PT&T 20 DU Blvd., west of 160 Ogden Dr. 46’ S/N Wilshire 16 U-127 Fairfax Comm. PT&T 18 DU Blvd., west of 80 Ogden Dr. 8’ S/N Wilshire Storm 17 U-127 Fairfax City of LA 27” RCP Blvd., west of 160 Drain Ogden Dr. 51’ S/N Wilshire 18 U-127 Fairfax Sewer City of LA 21” VCP Blvd., west of 160 Ogden Dr. 47’ S/N Wilshire Storm 19 U-127 Fairfax City of LA 30" RCP Blvd., from Ogden 250 Drain Dr. to west of. Crossing Wilshire Storm 20 U-127 Fairfax City of LA 27” RCP Blvd. west of 135 Drain Ogden Dr. Crossing Wilshire 21 U-127 Fairfax Comm. PT&T 2 DU Blvd. west of 100 Ogden Dr. Crossing Wilshire Storm 22 U-127 Fairfax City of LA 30” RCP (ABAND) Blvd. west of 35 Drain Ogden Dr. Crossing South 23 U-127 Fairfax Comm. AT&T 1-1/2” Wilshire Blvd. east 10 of Ogden Dr.

38 Existing Utilities

Crossing South 24 U-127 Fairfax Electric DWPPS 1” Wilshire Blvd. east 30 of Ogden Dr. Varies, South U- Wilshire Blvd. from 25 127, Fairfax Electric DWPPS 3-5” F.C west of Ogden Dr. 605 128 to west of Orange Grove Ave. 6' N/S Wilshire 26 U-127 Fairfax Comm. PT&T 1 DU Blvd., west of 90 Ogden Dr. 76’ S/N Wilshire U- Blvd., from Ogden 27 127, Fairfax Water DWPWS 8”x0.92 AC 920 Dr. to west of 128 Fairfax Ave. 30’ N/S Wilshire U- Blvd., from east of 28 127, Fairfax Water LAWD 6” CI (ABAND) 900 Ogden Dr. to 128 Fairfax Ave. 25' S/N Wilshire 29 U-127 Fairfax Electric DWPPS 6-4” 2x3 DU Blvd, west of 165 Ogden Dr. 5’ N/S Wilshire U- Blvd., from east of 31 127, Fairfax Gas SCG 6” M 850 Ogden Dr. to 128 Fairfax Ave. 15’ N/S Wilshire U- Blvd., from west of 32 127, Fairfax Electric DWPPS 6-4” DU 460 Ogden Dr. to 128 Fairfax Ave. Crossing south 33 U-127 Fairfax Comm. AT&T 1-1/2” IP Wilshire Blvd., 15 west of Ogden Dr. Crossing south 34 U-127 Fairfax Comm. AT&T 1 DU Wilshire Blvd., 15 west of Ogden Dr. 24’ N/S Wilshire 35 U-127 Fairfax Electric DWPPS 2-5” & 3-4” Blvd., west of 90 Ogden Dr. LEVEL 3 COMMUNICATIONS (6-5 1/4" QUAD 2x3 DU QUAD 4-1 1/2" 25’ N/S Wilshire U- HDPE EACH) Blvd., from east of 36 127, Fairfax Comm. Multiple 1200 CENTURY LINK 2- Ogden Dr. to west 128 QUAD 8-1 1/4" PVC of Fairfax Ave. NEXTLINK (MFN) 2 QUAD 8-1 1/4" PVC (JOINT TRENCH) Crossing Wilshire 37 U-127 Fairfax Electric DWPPS 2-5" F Blvd., east of 120 Ogden Dr. 33' N/S Wilshire 38 U-127 Fairfax Water DWPWS 6" (ABAND) 275 Blvd., east of

39 Existing Utilities

Ogden Dr.

Crossing Wilshire 39 U-127 Fairfax Sewer City of LA 15” VCP (ABAND) Blvd., east of 155 Ogden Dr. 17’ N/S Wilshire 41 U-127 Fairfax Electric DWPPS 5-5” F Blvd., east of 120 Ogden Dr. 27’ N/S Wilshire 42 U-127 Fairfax Water DWPWS 8” Blvd., east of 270 Ogden Dr. 9’ N/S Wilshire 46 U-127 Fairfax Sewer City of LA 18” VCP (ABAND) Blvd., east of 90 Ogden Dr. 39’ N/S Wilshire 47 U-127 Fairfax Sewer City of LA 18” VCP Blvd., east of 110 Ogden Dr. 22’ N/S Wilshire Blvd., from Ogden 48 U-127 Fairfax Electric DWPPS 8-4” F 260 Dr. to east of Ogden Dr. Crossing Wilshire 49 U-127 Fairfax Electric DWPPS 1-5” F Blvd., east of 30 Ogden Dr. 46’ N/S Wilshire 50 U-127 Fairfax Electric DWPPS 2” Blvd., east of 95 Ogden Dr. Crossing Wilshire 51 U-127 Fairfax Sewer City of LA 15” VCP (ABAND) Blvd., east of 70 Ogden Dr. Crossing Wilshire 52 U-127 Fairfax Sewer City of LA 30” RCP (ABAND) Blvd., east of 170 Ogden Dr. 30’ S/N Wilshire 41/2” IN 6” CSG Blvd., from Fairfax 2 U-128 Fairfax Gas SCG 330 (ABAND) Ave. to west of Fairfax Ave. 35' S/N Wilshire Blvd., from Fairfax 3 U-128 Fairfax Gas SCG 6” M 280 Ave. to west of Fairfax Ave. 5’ S/N Wilshire Blvd., from Fairfax U-128 Fairfax Comm. PT&T 1 1/2’ DU 290 Ave. to west of 4 Fairfax Ave. 3’ S/N Wilshire Blvd., from Fairfax U-128 Fairfax Comm. PT&T 290 Ave. to west of 5 1 1/2” DU Fairfax Ave. 18’ S/N Wilshire 6 U-128 Fairfax Electric DWPPS Blvd., west of 147 6-4 F Fairfax Ave. 15’ S/N Wilshire 7 U-128 Fairfax Sewer City of LA Blvd., west of 160 8” VCP Fairfax Ave.

40 Existing Utilities

Crossing Wilshire 8 U-128 Fairfax Water DWPWS Blvd. west of 25 1” Fairfax Ave. 11’ & 24' S/N 9 U-128 Fairfax Comm. PT&T Wilshire Blvd. at 220 2 DU Fairfax Ave. Crossing Wilshire 10 U-128 Fairfax Comm. SCT Blvd. east of 50 2 1/2” Fairfax Ave. Crossing Wilshire 11 U-128 Fairfax Comm. SCT Blvd. east of 23 3” ( ABAND) Fairfax Ave. Crossing Wilshire 11a U-128 Fairfax Water DWPWS Blvd. east of 75 2” Fairfax Ave. Crossing Wilshire 16 U-128 Fairfax Water DWPWS Blvd., west of 25 1” Fairfax Ave. Crossing Wilshire 17 U-128 Fairfax Comm. AT&T Blvd., west of 50 1-2” IP Fairfax Ave. Crossing Wilshire 19 U-128 Fairfax Water DWPWS 1” Blvd., west of 40 Fairfax Ave. 25' N/S Wilshire 20 U-128 Fairfax Electric DWPPS 4-4” Blvd., west of 300 Fairfax Ave. 11' N/S Wilshire 22 U-128 Fairfax Electric DWPPS 2-4” Blvd., west of 110 Fairfax Ave. 26’ N/S Wilshire 23 U-128 Fairfax Comm. PT&T 2-3” Blvd., from Fairfax 280 Ave. to east of. Crossing Wilshire 25 U-128 Fairfax Comm. AT&T 1-1/2” IP Blvd., west of 70 Fairfax Ave. Crossing Wilshire 26 U-128 Fairfax Electric DWPPS 6-41/2” F&1-3” F Blvd., at Fairfax 180 Ave. 45' N/S Wilshire 29 U-128 Fairfax Electric DWPPS 2” Blvd., at Orange 140 Grove Ave. Crossing Wilshire Blvd., east of 31 U-128 Fairfax Water DWPWS 6” 25 Orange Grove Ave. Crossing Wilshire U-128 Fairfax Comm. AT&T 1-1/2” IP Blvd., west of 75 Fairfax Ave.

Street Crossings

San Vicente Blvd. La 4’ E/W San 1 U-134 Electric SCE 4-4” 160 Cienega Vicente Blvd.

41 Existing Utilities

La 10’ E/W San 2 U-134 Water BHWS Water (ABAND) 180 Cienega Vicente Blvd. La CL San Vicente 3 U-134 Water BHWS 8” DI 175 Cienega Blvd. La 22’ E/W San 4 U-134 Sewer BHSS 10” VCP 205 Cienega Vicente Blvd. La VERIZON 5 U-134 Comm. 1-4” San Vicente Blvd. 55 Cienega BUSINESS City of La Storm 6 U-134 Beverly San Vicente Blvd. 30 Cienega Drain Hills 24” Tower Dr. La 1 U-134 Electric SCE 4” DU 16’ E/W Tower Dr. 210 Cienega La 2 U-134 Water BHWS 8” 24’ E/W Tower Dr. 160 Cienega La 3 U-134 Water BHWS 4” (ABAND) 21’ E/W Tower Dr. 130 Cienega La 4 U-134 Sewer BHSS 10” VCP CL Tower Dr. 140 Cienega La 5 U-134 Gas SCG 3” M 18’ W/E Tower Dr. 200 Cienega La 6 U-134 Comm. PT&T 1” DU 6’ W/E Tower Dr. 215 Cienega

LEVEL 3 COMMUNICATIONS (6-5 1/4" QUAD 2x3 DU QUAD 4-1 1/2" La HDPE EACH) 7 U-134 Comm. Multiple 23’ W/E Tower Dr. 165 Cienega CENTURY LINK 2- QUAD 8-1 1/4" PVC NEXTLINK (MFN) 2 QUAD 8-1 1/4" PVC (JOINT TRENCH)

Gale Dr. U- La 20'’ E/W south 1 134, Water BHWS 8” DIP 155 Cienega Gale Dr. 135 La 2’ W/E south Gale 2 U-134 Electric SCE 1-5” 110 Cienega Dr. La 17' W/E south 3 U-134 Gas SCG 150 Cienega 3” M Gale Dr. La 21’ E/W north Gale 1 U-135 Water BHWS 6” 175 Cienega Dr. La 19’ E/W north Gale 2 U-135 Water BHWS 8” 175 Cienega Dr. La 3 U-135 Sewer BHSS 10” VCP CL north Gale Dr. 150 Cienega

42 Existing Utilities

City of La Storm Crossing north 4 U-135 Beverly 12” 90 Cienega Drain Gale Dr. Hills La 14' W/E north Gale 5 U-135 Gas SCG GAS (ABAND.) 150 Cienega Dr. La 14' W/E north Gale 6 U-135 Gas SCG 150 Cienega 2” M Dr. Hamilton Dr. La 17' W/E north 1 U-135 Gas SCG 3” M (ABAND) 165 Cienega Hamilton Dr. La 17' W/E north 2 U-135 Gas SCG 3” M 150 Cienega Hamilton Dr. La 22' W/E north 3 U-135 Water BHWS 8” 173 Cienega Hamilton Dr. La 22' W/E north 4 U-135 Water BHWS 8” (ABAND) 140 Cienega Hamilton Dr. La CL north Hamilton 5 U-135 Sewer BHSS 10” VCP 200 Cienega Dr. La 6 DU IN 20” BORE 43' W/E Hamilton 6 U-135 Electric SCE 120 Cienega CSG Dr. La 16’ W/E south 7 U-135 Gas SCG 3” M 150 Cienega Hamilton Dr. La CL south Hamilton 8 U-135 Sewer BHSS 15” VCP SS 150 Cienega Dr. La 7’ W/E Hamilton 9 U-135 Comm. PT&T 2 DU 240 Cienega Dr. La 22’ W/E Hamilton 10 U-135 Water BHWS 160 Cienega 8” DI Dr. La Cienega Blvd. City of Crossin La La Storm 4 U-136 Beverly 18” RCP Cienega Blvd. at 30 Cienega Drain Hills Wilshire Blvd. City of La Varies, La Cienega 5 U-136 Comm. Beverly FIBER OPTIC 220 Cienega Blvd. Hills City of La 6’ E/W south La 7 U-136 Comm. Beverly FIBER OPTIC 50 Cienega Cienega Blvd. Hills La 4’ E/W south La 8 U-136 Electric SCE 2-4” 150 Cienega Cienega Blvd. La 18” & 8” ABAND 1’ 6’ E/W south La 9 U-136 Water BHWS 130 Cienega above 18’ Cienega Blvd. La 10’ E/W south La 10 U-136 Gas SCG 3” 115 Cienega Cienega Blvd. La 24’ E/W La 11 U-136 Water BHWS 4” 195 Cienega Cienega Blvd La 21’ E/W La 12 U-136 Sewer BHSS 12” VCP 210 Cienega Cienega Blvd La 18’ E/W south La 13 U-136 Electric SCE 6-4” 150 Cienega Cienega Blvd.

43 Existing Utilities

City of La Storm Crossing north La 14 U-136 Beverly 21” RCP 33 Cienega Drain Cienega Blvd. Hills La 12’ W/E La 15 U-136 Water BHWS 8” (ABAND) 200 Cienega Cienega Blvd. La 25’ W/E La 16 U-136 Sewer BHSS 8” (ABAND) 155 Cienega Cienega Blvd. La 6’ W/E La Cienega 17 U-136 Gas SCG 3” (ABAND) 165 Cienega Blvd. La 19’ W/E La 18 U-136 Water BHWS 8” 205 Cienega Cienega Blvd. La 3’ W/E La Cienega 19 U-136 Comm. AT&T 1 1/2” TEL 130 Cienega Blvd. La 12’ W/E La 20 U-136 Water BHWS 4” (ABAND) 120 Cienega Cienega Blvd. La 18’ W/E La 21 U-136 Water BHWS 8” 120 Cienega Cienega Blvd. La 25’ W/E La 22 U-136 Gas SCG 145 Cienega 2” Cienega Blvd. La 21’ E/W La 1 U-136 Sewer BHSS 10’ VCP 150 Cienega Cienega Blvd. La 5’ E/W La Cienega 2 U-136 Water BHWS Water (ABAND) 100 Cienega Blvd. La 25’ E/W La 3 U-136 Water BHWS 8” CI 180 Cienega Cienega blvd. Le Doux Rd. La 19’ E/W Le Doux 1 U-136 Water BHWS 4” CI 170 Cienega Rd. La 7’ E/W Le Doux 2 U-136 Comm. PT&T 6” DU 230 Cienega Rd. La 3 U-136 Sewer BHSS 10” VCP CL Le Doux Rd. 360 Cienega La 17’ E/W Le Doux 4 U-136 Gas SCG 3” M 140 Cienega Rd. La 20’ E/W Le Doux 5 U-136 Water BHWS 4” (ABAND) 110 Cienega Rd. La 7’ W/E Le Doux 7 U-136 Comm. PT&T 2 DU 140 Cienega Rd. La 17’ W/E Le Doux 8 U-136 Electric SCE SCE 220 Cienega Rd. La 9 U-136 Sewer BHSS 10’ VCP CL Le Doux Rd. 155 Cienega La 25’ W/E Le Doux 10 U-136 Water BHWS 24” STL (ABAND) 130 Cienega Rd. La 17’ W/E Le Doux 11 U-136 Gas SCG 4” 145 Cienega Rd. La 15’ W/E Le Doux 12 U-136 Gas SCG 4-4” 130 Cienega Rd. La 20’ W/E Le Doux 13 U-136 Water BHWS 8” DIP 160 Cienega Rd. La 18’ W/E Le Doux 14 U-136 Gas SCG 3” (ABAND) 215 Cienega Rd. La 23’ W/E Le Doux 15 U-136 Water BHWS 125 Cienega 24” STL (ABAND) Rd.

44 Existing Utilities

Wilshire Blvd from East of San Vicente Blvd to West of Le Doux Rd. 41’ S/N Wilshire U- Blvd. from east of 134, La 1 Water BHWS 12” DI San Vicente Blvd. 1275 135, Cienega to east of La 136 Cienega Blvd. U- 26’ S/N Wilshire City of 24” RCP 134, La Storm Blvd. from east of 2 Beverly 30" RCP 800 135, Cienega Drain Tower Dr. to La Hills 33" RCP 136 Cienega Blvd. City of Crossing Wilshire La Storm 3 U-134 Beverly 18” RCP Blvd. east of 15 Cienega Drain Hills Tower Dr. 23’ S/N Wilshire U- La Blvd. from San 4 134, Sewer BHSS 10” VCP 440 Cienega Vicente Blvd. to 135 Gale Dr. U- City of Crossing Wilshire 134, La Storm 5 Beverly 12” RCP Blvd. east of 90 135, Cienega Drain Hills Tower Dr. 136 U- 9’ S/N Wilshire 134, La Blvd. from San 6 Comm. AT&T 18 DU 1360 135, Cienega Vicente Blvd. to La 136 Cienega Blvd. U- 10’ S/N Wilshire 134, La Blvd. from San 7 Water BHWS 4” (ABAND) 1550 135, Cienega Vicente Blvd. to Le 136 Doux Rd. 4’ S/N Wilshire U- La Blvd. from San 8 134, Electric SCE 6-4” 800 Cienega Vicente Blvd. to 135 Hamilton Dr. 30’ S/N Wilshire U- Blvd. from San 134, La 4.5” IN 6” CSG 9 Gas SCG Vicente Blvd. to 1440 135, Cienega (ABAND) east of Le Doux 136 Rd. 18’ S/N Wilshire U- Blvd. from San 134, La 10 Gas SCG 6” M Vicente Blvd. to 1220 135, Cienega east of Le Doux 136 Rd. La Crossing Wilshire 12 U-134 Electric SCE 4-5” DU 30 Cienega Blvd. at Tower Dr. Crossing Wilshire La 14 U-134 Water BHWS 12” Blvd. at San 85 Cienega Vicente Blvd. 30’ N/S Wilshire U- Blvd. from San 134, La 16 Water BHWS 12” DI Vicente Blvd. to 1665 135, Cienega east of Le Doux 136 Rd.

45 Existing Utilities

U- 20’ N/S Wilshire La 17 134, Sewer BHSS 10” VCP Blvd. from Tower 530 Cienega 135 Dr. to Hamilton Dr. U- 4’ N/S Wilshire 134, La Blvd. from east of 18 Comm. AT&T 19 DU 475 135, Cienega Tower Dr. to 136 Hamilton Dr. U- 8’ N/S Wilshire City of 134, La Blvd. from Tower 19 Comm. Beverly FIBER OPTIC 445 135, Cienega Dr. to La Cienega Hills 136 Blvd. City of Crossing Wilshire La Storm 20 U-134 Beverly 6” CIP Blvd., east of 100 Cienega Drain Hills Tower Dr. 10’ N/S Wilshire La Blvd., from San 21 U-134 Water BHWS 6” (ABAND) 530 Cienega Vicente Blvd. to Gale Dr. 20’ N/S Wilshire U- Blvd. from San 134, La 22 Gas SCG 3” - 2" (ABAND) Vicente Blvd. to 1800 135, Cienega east of Le Doux 136 Rd. 23’ N/S Wilshire U- La Blvd. from San 23 134, Gas SCG 3” M 910 Cienega Vicente Blvd. to 135 Hamilton Dr. 2’ N/S Wilshire La Blvd. from east of 24 U-134 Electric SCE 1-5” 200 Cienega Tower Dr. to Gale Dr. 4' S/S Wilshire La 25 U-134 Electric SCE 3-5” Blvd, east of 70 Cienega Tower Dr.

LEVEL 3 COMMUNICATIONS (6-5 1/4" QUAD 2x3 DU QUAD 4-1 1/2" 49’ N/S Wilshire La HDPE EACH) 27 U-134 Comm. Multiple Blvd., west of 260 Cienega CENTURY LINK 2- Tower Dr. QUAD 8-1 1/4" PVC NEXTLINK (MFN) 2 QUAD 8-1 1/4" PVC (JOINT TRENCH)

4’ N/S Wilshire La 28 U-134 Comm. PT&T 18-4” MCD Blvd., west of 280 Cienega Tower Dr. U- City of La Storm Out of S. ROW in 31 134, Beverly SD 130 Cienega Drain Wilshire 135, Hills

46 Existing Utilities

136

U- 21’ N/S Wilshire 134, La 32 Sewer BHSS 8” VCP Blvd., west of 235 135, Cienega Tower Dr. 136 36’ S/N Wilshire U- City of La Storm Blvd., from 2 135, Beverly 24” RCP 280 Cienega Drain Hamilton Dr. to La 136 Hills Cienega Blvd. 22” S/N Wilshire U- La Blvd. from Gale Dr. 5 135, Sewer BHSS 12" - 10” VCP 645 Cienega to La Cienega 136 Blvd. City of Crossing Wilshire La Storm 7 U-135 Beverly 18” RCP Blvd. east of 15 Cienega Drain Hills Hamilton Dr. City of Crossing Wilshire La Storm 9 U-135 Beverly 18” SD (ABAND) Blvd. at Hamilton 85 Cienega Drain Hills Dr. City of Crossing Wilshire La Storm 10 U-135 Beverly 18” SD Blvd. at Hamilton 40 Cienega Drain Hills Dr. City of Crossing Wilshire La Storm 13 U-135 Beverly 18’ RCP Blvd. at Hamilton 15 Cienega Drain Hills Dr. City of Crossing Wilshire La Storm 18 U-135 Beverly 18” Blvd.west of 60 Cienega Drain Hills Hamilton Dr. City of La Storm Crossing Wilshire 22 U-135 Beverly 18” RCP 37 Cienega Drain Blvd.at Gale Dr. Hills City of La Storm Crossing Wilshire 24 U-135 Beverly 12” RCP 50 Cienega Drain Blvd.at Gale Dr. Hills City of La Storm Crossing Wilshire 24 U-135 Beverly 18” RCP 65 Cienega Drain Blvd.at Gale Dr. Hills 6’ N/S Wilshire La 26 U-135 Electric SCE 4-4” Blvd., west of 220 Cienega Hamilton Dr. 2’ N/S Wilshire U- La Blvd., from west of 27 135, Comm. AT&T 18 DU 400 Cienega Hamilton Dr. to La 136 Cienega Blvd. 8’ N/S Wilshire U- La Blvd. from 29 135, Electric SCE 6 DU 385 Cienega Hamilton Dr. to La 136 Cienega Blvd. Crossing Wilshire La 37 U-135 Water BHWS 6” Blvd. east of La 20 Cienega Cienega Blvd.

47 Existing Utilities

City of Crossing La Doux La Storm 3 U-136 Beverly 18” RCP RD. at Wilshire 80 Cienega Drain Hills Blvd. City of Crossing La Doux La Storm 3a U-136 Beverly 21” RCP RD. at Wilshire 25 Cienega Drain Hills Blvd. 23’ S/N Wilshire La 4 U-136 Sewer BHSS 15” VCP SS Blvd. from Le Doux 170 Cienega Rd. to west of. Varies along City of Wilshire Blvd., La Storm 5 U-136 Beverly 48” RCP from La Cienega 520 Cienega Drain Hills Blvd. to west of Le Doux Rd. City of Crossing Wilshire La Storm 6 U-136 Beverly 24” RCP at west of Le Doux 25 Cienega Drain Hills Rd. 26’ S/N Wilshire Blvd. from west of La 8 U-136 Water BHWS 12” DI La Cienega Blvd. 390 Cienega to west of Le Doux Rd. 8’ S/N Wilshire Blvd. from west of La 9 U-136 Comm. AT&T 14 MTD TEL La Cienega Blvd. 440 Cienega to west of Le Doux Rd. 23’ S/N Wilshire Blvd. from La La 12 U-136 Sewer BHSS 10” VCP Cienega Blvd. to 480 Cienega west of Le Doux Rd. 7' N/S Wilshire La 20 U-136 Electric SCE 6-4" Blvd. from Le Doux 210 Cienega Rd. to west of. 22 N/S Wilshire La 21 U-136 Sewer BHSS 10” VCP Blvd. from Le Doux 190 Cienega Rd. to west of. 7’ N/S Wilshire La Blvd. from west of 24 U-136 Comm. AT&T 14” DU 200 Cienega La Cienega Blvd. to Le Doux Rd. 9’ N/S Wilshire La Blvd. from La 25 U-136 Electric SCE 4-Apr 240 Cienega Cienega Blvd. to Le Doux Rd. Crossing Wilshire La 28 U-136 Comm. PT&T 6 DU Blvd., west of La 90 Cienega Cienega Blvd.

48 Existing Utilities

 Total Lengths of Utility Line Types

La Brea Station Total Location Utility Type Length (ft) Communication 1224 Electric 300 At Crossing/ Gas 496 Sycamore Ave. Sanitary Sewer 187 Storm Drain 0 Water 471 Total 2678 Communication 140 Electric 713 At Crossing/ Gas 702 Orange Dr. Sanitary Sewer 0 Storm Drain 0 Water 355 Total 1910 Communication 180 Electric 788 At Crossing/ Gas 1381 Detroit St. Sanitary Sewer 155 Storm Drain 235 Water 1233 Total 3972

49 Existing Utilities

Communication 830 Electric 530 At Crossing/ Gas 650 La Brea Ave. Sanitary Sewer 690 Storm Drain 350 Water 110 Total 3160 Communication 4130 Electric 2220 Wilshire Gas 3387 Blvd. Sanitary Sewer 1080 Storm Drain 582 Water 2472 Total 13871

Fairfax Station Total Location Utility Type Length (ft) Communication 345 Electric 215 At Crossing/ Gas 725 Ogden Dr. Sanitary Sewer 435 Storm Drain 275 Water 565 Total 2560 Communication 365 Electric 337 At Crossing/ Gas 0 Alley Sanitary Sewer 0 Storm Drain 0 Water 0 Total 702 Communication 1055 Electric 722 At Crossing/ Gas 557 Fairfax Ave. Sanitary Sewer 205 Storm Drain 195 Water 375 Total 3109 At Crossing/ Communication 185 Orange Electric 427 Grove Ave. Gas 200

50 Existing Utilities

Sanitary Sewer 45 Storm Drain 0 Water 313 Total 1170 Communication 4583 Electric 2916 Wilshire Gas 2325 Blvd. Sanitary Sewer 1715 Storm Drain 710 Water 2695 Total 14944

La Cienega Station Total Location Utility Type Length (ft) Communication 55 Electric 160 At Crossing/ Gas 0 San Vicente Blvd. Sanitary Sewer 205 Storm Drain 30 Water 355 Total 805 Communication 380 Electric 210 At Crossing/ Gas 200 Tower Dr. Sanitary Sewer 140 Storm Drain 0 Water 290 Total 1220 Communication 0 Electric 110 At Crossing/ Gas 450 Gale Dr. Sanitary Sewer 150 Storm Drain 90 Water 505 Total 1305 At Crossing/ Communication 240 Hamilton Dr. Electric 120

51 Existing Utilities

Gas 465 Sanitary Sewer 350 Storm Drain 0 Water 473 Total 1648 Communication 400 Electric 300 At Crossing/ Gas 425 La Cienega Blvd. Sanitary Sewer 515 Storm Drain 63 Water 1250 Total 2953 Communication 370 Electric 220 At Crossing/ Gas 630 Le Doux Rd. Sanitary Sewer 515 Storm Drain 0 Water 695 Total 2430 Communication 3950 Electric 2155 Wilshire Gas 5370 Blvd. Sanitary Sewer 2045 Storm Drain 2432 Water 5515 Total 21467

52 Existing Utilities

53 Existing Utilities

COMPOSITE UTILITY DRAWINGS - EXISTING

Conclusions

8. Conclusions

The Westside Extension Project is a 9-mile extension of the Metro Rail Purple Line Subway. The project is planned to add several new stations. This report focuses on the following proposed stations:  Wilshire/La Brea  Wilshire/Fairfax  Wilshire/La Cienega

Existing Utilities along Wilshire Blvd, and street crossings along the three stations mentioned above were identified using as built plans collected from the numerous Utility Companies, including the City of Los Angeles. Utility types include: water, power, gas, sanity sewer, storm drain, and communication lines. Refer to section 2 for a more detailed description of existing utilities, and total length of each utility type at proposed stations. Utility conflicts with the proposed infrastructure require Utility relocations, removals, and/or protections. Section 4 includes a detailed summary of relocated utilities along Wilshire Blvd. and street crossings along the three stations mentioned above. An estimated total cost of $33,872,563 is required for utility relocation, removal, and/or protection.

The breakdown for the cost estimate is as follows:  La Brea Station: $7,907,421  Fairfax Station: $16,611,182  La Cienega Station: $9,353,960

Section 4 also shows table with a detailed description, total length, and unit costs of all utility relocations. Relocated DWPPS duct banks took time and effort from the designers and contractor to perform metal shield boxes that enclose the power conduits, which have to meet DWP bending criteria. High voltage line duct banks cannot be very steep because heat may develop at bent points. The small lines such as gas and water have to be placed within the bottom of the steel wale/strut members supporting the open cut and cover and the upper roof of the station. The distance between the street grade and the top of roof is about 10 feet. The walls are 4' to 5', leaving a clearance of 5' for the small utility lines. If the existing smaller lines are shallow, then they have to be relocated outside the existing cut and cover excavation and/or the clearance space.

The most complicated relocation station is Fairfax, DWPPS Duct Bank are in some points 5 ft deep very close to the top of the station box.

Potholing operations require a list of coordination and logistics with the City of LA, Department of Transportation, to maintain open lanes for traffic.

The relocations of utilities by the contractor require continuous inspection from the owner and the City of Los Angeles. A safety plan and hazardous material removal was performed following a safety plan approval by the Westside Extension Project Consultant and Metro.

METRO awarded the following contractors for utility lines relocation:  Contract C1048 AUR Wilshire/La Brea Advanced Utility Relocations o Contractor: Metro Builders o Date of Award: 05/13/13 o Notice To Proceed: 08/01/13 o Contract Award Amount: $6.2 million  Contract C1055 AUR Wilshire/Fairfax Advanced Utility Relocations o Contractor: W. A. RASIC Construction o Date of Award: 04/22/14 o Notice To Proceed: 05/01/14 o Contract Award Amount: $14.4 million  Contract C 1056 AUR Wilshire/La Cienaga (pending for awarding as of July 2014)

250 Conclusions

Comparison of the number of existing utilities and relocated utilities is as follows:

La Brea Station Existing Utilities Relocated Utilities Ratio Utility Type Length (ft) Length (ft) (Relocated/Existing) Communication 6504 6477 0.99 Electric 4551 1257 0.27 Gas 6616 2181 0.32 Sanitary Sewer 2112 1808 0.85 Storm Drain 1167 328 0.28 Water 4641 3971 0.85 Total = 25591 Total = 16022 0.62

Fairfax Station Existing Utilities Relocated Utilities Ratio Utility Type Length (ft) Length (ft) (Relocated/Existing) Communication 6533 5962 0.91 Electric 4617 2723 0.58 Gas 3807 2859 0.75 Sanitary Sewer 2400 1921 0.80 Storm Drain 1180 0 0 Water 3948 2099 0.53 Total = 22485 Total = 15564 0.69

La Cienega Station Existing Utilities Relocated Utilities Ratio Utility Type Length (ft) Length (ft) (Relocated/Existing) Communication 5395 5117 0.94 Electric 3275 2905 0.88 Gas 7540 5493 0.72 Sanitary Sewer 3920 3062 0.78 Storm Drain 2615 0 0 Water 9083 6487 0.71 Total = 31828 Total = 15564 0.72

It has been observed that the communication lines are the largest number of relocated lines equal to 17,556 feet, followed by water, totaling 12,557 feet. Sanitary Sewer and Storm Drain are the least relocated, though, they employ the greatest cost.

Utility relocation is the first trade to take place during the construction of the underground stations. Considering the fact that the cut and cover excavation effort and the construction of the stations will set in place the amount of fill, and placing of great volume of concrete and other materials, the site has to be clear in order to perform all constructions related tasks.

This report provides a summary of “lessions learned” during the development of utility engineering for the Metro Westside Purple Line Extension Project. The report covers three main stations from the Wilshire/Western Purple Line Station to the proposed La Cienaga station at Wilshire Boulevard. DLCE has collected the information contained herein from document prepared by the Westside Purple Line Extension Project Team. The existing record used in this report goes back to July 2012. This report is for INFORMATION ONLY. DLCE recuses itself of any liability on any conflicts and/or inconsistencies between this report and final construction documents.

251