1990 - EIRs - METRO BLUE LINE CAPITAL COST REPORT, AUGUST...

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Metro Blue Line Rail Transit Project

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METRO BLUE LINECAPITAL COST REPORT

Prepared For

Urban Mass Transportation Administration

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TAllBRARV

IlETRO BLUE LINE RAIL TRANSIT PROJECT

The Los Angeles County Transportation Commission (LACTC) was

created by the California Legislature in 1976, and is governed by

an 11-member board composed of the L.A. County Supervisors, the

Mayor of Los Angeles, two members appointed by the Mayor, a member

of the Long Beach city council, and two City council members

appointed to represent the other 84 cities in the county of Los

Angeles. The LACTC sets policies and funds the county's streets

and highways, buses, rail transit, shuttle and social-service

(paratransit) transportation.

The Rail Construction corporation (RCC) is a SUbsidiary ofthe LACTC. Activated in 1989, the RCC manages all Los Angeles

County rail design, construction and related activities. The RCC

is responsible for daily design and construction decisions; while

the LACTC continues to set policy regarding the county's rail

transit programs.

TRANSCAL is a joint venture consisting of Parsons

Brinckerhoff Quade & Douglas Inc., Daniel, Mann, Johnson &Mendenhall, Kaiser Engineers (California) Corp., and The

Nettleship Group. TRANSCAL acts as a consultant to the RCC and

LACTC on general engineering and construction management of the

Metro Blue Line.

Begun in 1985, the Metro Blue Line Rail Transit Project began

operation July 14, 1990, and is the first leg of a lSO-mile rail

transit network that is projected to be built over a 30-year

period. The principal source of funds for this transit project is

Proposition A monies. Proposition A, passed by county voters in

1980, increased local sales taxes by one half cent and provides

about $370 million annually in transit revenue.

This Fixed Guideway Capital Cost Report submitted at therequest of the Urban Mass Transportation Administration (UMTA)represents the efforts of a considerable number of TRANSCAL

people. We would like to extend a deep thanks to all of TRANSCAL

in achieving a significant milestone in the transportation history

of Los Angeles, returning rail transit to Los Angeles county as

part of LACTC's commitment to providing the greatest mobility tothe people at the least cost to taxpayers.

It takes a great many people working together in theirrespective organizations to bring a project of this magnitude to

completion. We commend the efforts of LACTC, ReC, and TRANSCAL

who together have made this project a success.

TABLE o F CONTENTS

section No.

1.

2.

3.

4.

5.

6.

7.

Description

NARRATIVE

CAPITAL COST REPORT

a. Summary

b. Cost by EleJllent

PROJECT STATIONING MATRIX

PHYSICAL AND OPERATIONAL DESCRIPTION

CONTRACT BREAKDOWN BY ELEKENT

ELEMENT COST MATRIX

EXHIBITS

NARRATIVE

z»::a::a~<:m

METRO BLUE LINE RAIL TRANSIT PROJECT

NARRATIVE - SUMMARY

By

David D. Chambers and Djalil H. Abadi

The Metro Blue Line Rail Transit Project is a modern, state

of-the-art Light Rail Transit System which extends from downtownLos Angeles to downtown Long Beach, a distance of approximately 22

miles. In downtown Los Angeles the Metro Blue Line links up toMetro (Red Line) at the shared 7th and Flower Street Subway

station. The Metro Blue Line links up with the Metro Green Lineat the I-lOS Freeway now under construction. Please refer to the

Los Angeles Metro Rail Plan Map at the end of this introductory

summary.

The Metro Blue Line passes through the cities of Los Angeles,

compton, Carson, Long Beach, and various unincorporated areas of

the County, primarily along an approximate 16 mile right-of-way

which was purchased by the Los Angeles County Transportation

Commission (LACTC) from the Southern Pacific Transportation

Company (SPTC). Rights-of-way, with respect to the balance of the22 mile route of the Metro Blue Line, have either been purchased

by LACTC or are in street rights-of-way already in pUblicownership.

The Metro Blue Line Project is designed as a dual track line

for the entire route with the exception of the Long Beach Loop

which consists of a single track line. The system comprises 22

stations and a fleet of 54 articulated Light Rail Vehicles

(LRV's). The LRV's are powered by an Overhead Contact System

which in turn is supplied power with the aid of 20 Traction Power

Substations. utility service to the Traction Power Substationsis furnished by either the Los Angeles Department of Water and

Power or Southern California Edison Company.

The Transit Signaling system for the Metro Blue Line isimplemented in five areas along the dual track LRT main line andLong Beach Loop. There are seven interlockings on the system with

wayside signals located at these interlockings.

The Maintenance Facility and Yard are located in Long Beach

adjacent to the Long Beach Freeway. The Maintenance Facility is

comprised of an LRV storage area and the following building

areas:

1. Vehicle Shop2. Operation Center and Ancillary Shops

3. Paint Shop

The Central control Facility (CCF) is located at theintersection of Imperial Highway and the Metro Blue and Metro

Green Lines. This facility is designed to accommodate all

communications and computer systems associated with these two rail

lines as well as the Metro Red Line. This includes the Supervisory

Control and Data Acquisition (SCADA), the Green Line Automatic

Train Control System and the Transit Radio System.

The Project Composite Capital Cost Report represented in

section 2 is based on the Total Project Current Forecast dated

July 1990, as published by the Cost department. This system has

been computerized so that when any Contract Forecast changes, this

report is automatically brought up to date.

The fixed Guideway Capital Cost Questionnaire as given by the

UMTA Consultant (Booz-Allen & Hamilton Inc.) originally consisted

of section numbers assigned to specific items that were not

necessarily applicable to any specific project. with this in mindand also with the concurrence of various people at UMTA and Booz

Allen & Hamilton Inc. it was decided to format the sections in theFixed Guideway Capital Cost Questionnaire to suit UMTA and this

particular project, The Metro Blue Line. In this way the various

cost SUb-elements are more accurately reflected in the particularsection elements they make up.

The Cost portion of this report was accomplished by breakingeach contract of the Metro Blue Line Rail Transit Project into the

various UMTA sub-elements utilizing the contract Schedule of

Values. The cost report for each element is made up by combiningthe various UMTA sub-elements. The contract changes were eitherproportioned over the UMTA sub-elements or were proportioned overthe sub-elements with a weight factor as required. For example,

if 80 per cent of a particular contracts changes were due to

utility conflicts and betterments, then 80 percent of the totalcontract changes were put into Section 6 - Special Conditions.

The other 20 per cent were simply proportioned over the remainingUMTA elements that made up the contract value.

The dollars represented in this Capital Cost Report are to be

taken as 1988 dollars.

LOS ANGELES METRO RAIL PLAN

"t

- The Melro Blue line, Long Beach 10 Los Angeles (opens 1990)- The Melro Red line, Union Station to Wilshire/Alvarado

(opens 1994) Wilshire/Alvarado to WilshirelWestern (opens 1996)and to HollywoodNine (opens 1998)

- The Metro Green line, Norwalk to EI Segundo (opens 1994)CDCIJ Projects to be constructed by 2001

0000 Environmenlallmpact Report apPlOYlld or In advanced planning

: : : : Possible tulure extensions11I1111111111 Commuter Rail lines under developmenl

PASADENA

STAnON LOCATIONS

Metro Red Line-Union Station toHollywoodNine1. Union Station2. 1st St./Hill St. (Civic Center)3. 5th St/Hill St.4, 7lh Sl./Flower SI.5. Wilshire Blvd./Alvarado St.6. Wilshire Blvd.Nermont Ave.7. Wilshire Blvd./Normandie Ave.8. Wilshire Blvd.tWestern Ave.9. Vermont Ave./Beverly Blvd.10. Vermont AveJSanla Monica Blvd11. Vermont AveJSunset Blvd.

12. Hollywood Blvd.tWestern Ave.13. Hollywood Blvd Nine SI.

Metro Blue Line-Long Beach toLos Angeles14. 7th SI./Flower St.15. Pico Blvd./Flower St.16, Grand Ave.!Washinglon Blvd,17. San Pedro St.tWashinglon Blvd18 Washington Blvd./Long Beach Ave19. Vernon Ave./Long Beach Ave.20. Slauson AveJLong Beach Ave.21. Florence Ave./Graham Ave.22. Firestone Blvd./Graham Ave.23. 103rd SI./Graham Ave.

24. Imperial Hwy.NVilmington Ave.25. Compton Blvd.NVillowbrook Ave.26. Artesia Blvd./Acacia Ave.27. Del Amo Blvd./Santa Fe Ave.28 Wardlow Rd./Pacific Ave.29. Wi Ilow SI./Long Beach Blvd.30. Pacilic Coast Hwy./Long Beach Blvd31. Anaheim Sl/Long Beach Blvd32 5th St/Long Beach Blvd33. 1st St/Long Beach Blvd.34 lsi St./Pine Ave.35 5th SIJPacilic Ave.

Metro Green Line-Norwalk to EI Segundo36. Studebaker Rd ./605 Fwy

37. Lakewood BlvdJlmperial Hwy.38. Long Beach B1vd./lmperial Hwy.39. Imperial Hwy.NVilminglon Ave.40. Avalon Blvd./117th SI.41. 110 Fwy./117lhSt.42 Vermonl Blvd./117th SI.43. Crenshaw Blvd./119th SI.44. Hawthorne Blvd./1 11th 51.45. Aviation Blvd./lmperial Hwy46. Mariposa Ave./Nash SI.47 EI Segundo Ave./Nash SI.48. Douglas SI.49. Freeman Ave.

CAPITAL COST REPORTSUMMARY

TRANSCAL - PROJECT CONTROL - ESTIMATING

Los Angeles County Transportation Commission

METRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost Report

Summary Report

By: Djalil H. Abadi / David Chambers

Date: August - 1990

Line Item / Description

1.0 GUIDEWAYELEMENTS

2.0 YARD I SHOP & CENTRAL CONTROL FACILITY

3.0 SYSTEMS

4.0 PASSENGERSTATIONS

5.0 VEHICLES

6.0 SPECIAL CONDITIONS

ZO RIGHTOFWAY

8.0 ADDONS

TOTAL PROJECT COST

Total Cost

$192,076,888

44,204,740

115,274,245

65,893,478

79,939,129

117,391,610

60,084,803

202,405,963

$877,270,856

Remarks

CAPITAL COST REPORTBY ELEMENT

TRANSCAL - PROJECT CONTROL - ESTIMA TING

Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit Project

By:'Djalil H. Abadi / David ChambersProject Composite Capital Cost ReportGuideway Elements Date: August - 1990

Line Item / Description Unit Quantity Unit Cost Tata/Cost Remarks

1.0 - GUIDEWA Y ELEMENTS RTF 119,282 $1,610 $192,076,8881.1 GUIDEWA Y AT GRADE RTF 96,253 700 67,408,807

1 Dir6ct Fixation2 Ballasted DTF 61.869 487 30.145,147

3 In Pavem6nt Ballasted OTF 1.618 2,848 4,608,103

4 Emb6dded - Ooubl6 Track DTF 24,619 1.071 26,373,178

5 Embedd6d - Single Track STF 8,147 771 6.282.380

1.2 GUIDEWA Y - AERIAL STRUCTURE RTF 10,785 3,286 35,437,6371 Dir6ct Fixation DTF 9.376 3.033 28,435,174

2 Ballast6d DTF 1,409 4.970 7,002.464

3 In Pavement Ballasted

4 t",b6ddfld

1.3 GUIDEWA Y - RETAINED FILL RTF 6,407 932 5,973,0991 Dir6Ct Fixation

2 Ballastfld OTF 6.407 932 5.973.099

3 In Pa1l6mimt Ballast6d

4 Embeddfld

1.4 GUIDEWA Y - ELEVA TED FILL RTF 2,052 678 1,390,9121 Direct Fixation

2 Ballasted OTF 2.052 678 7.390.912

3 In Pavem6nt Ballast6d

4 Embedd6d

1.5 SUBWAY RTF 3,296 6,965 22,955.6791 Dir6Ct Fixation DTF 3.296 6.965 22.955.679

2 Ballast6d

3 In Pavement Ballast6d

4 Emb6dded

1.6 GUIDEWA Y - RETAINED CUT RTF 490 4,756 2,330,5101 Direct Fixation DTF 490 4.756 2.330,510

2 Ballast6d

3 In PavemBnt Ballasted

4 Embedd6d

1.7 NON-REVENUE TRACK STF 16,495 521 8,586,7091 AcCBSS Track - At Grad6 - BallastBd STF 4,391 326 1.433,2732 Acceu Track - RBtain6d - BallastBd STF 1.340 449 602.1073 AcC6IUJ Track - ABrial - BallastBd STF 1.040 3.063 3,185,6534 StoragB Track - At Yard - BallastBd STF 6.600 326 2.154.1055 StorBg6 Track - MainJinB - Ballasted STF 2.074 423 462,7756 Sforage Track - MainlinB - Emb6ddBd STF S08 743 377,4577 Connector Track - At Grade - BallastBd STF 542 885 371.338

1.8 SPECIAL TRACKWORK EA 76 60.997 4,635,7491 Turnouts EA 53 39.111 2.072.8892 Equilateral Turnouts EA 4 38,644 748.5763 Single - CrouoverB EA 12 93.340 1,120.0804 Double - CroBfIOvers EA 1 205.473 205,4735 Diamond - Crossings EA 4 107,787 431,1496 DIF DoublB - CrosfIOvers EA 2 329,791 659.582

1.9 RAILROAD R£LOCA nON LS 1 43,357,784 43,357,7841 Railroad Relocation (SPTC) LS 13.392,784 13.392.7842 Railroad R61ocation (MC-S) LS 29.965.000 29,965.000

Page 1 Of 8 (Guideway)


Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost Report By: Djalil H. Abadi / David Chambers

Yard / Shop and Central Control Facility Date: August - 1990

line Item I Description Unit Quantity Unit Cost Total Cost Remarks

2.0- YARDISHOPandCCF LS 1 $44,204,740 $44,204,7402. 1 YARD ACCESS LS 1 2,467,635 2,467,635

1 YlUd Acce.. Road LF 2,45iJ 342 838.9962 Yard AcCllU Bridge LF 715 2,278 1,B28.S3t1

2.2 YARD SITE WORK SF 365,000 7 2,663,8221 Site ImprOWlments SF 365,000 4 1.302.148

2 Sitf1 Utilitif1S LS 1 1,381,874 1.381,874

2.3 YARD SYSTEMS LS 1 6,374,019 6,374,0191 Signal $yst9m LS 2.387.707 2,387.707

2 Sf1CtrilicauOfl LS 2,594.158 2,594,158

3 CommunicatiOfls LS 1.412,155 1,412,155

2.4 VEHICLE SHOP LS 1 12,047,289 12,047,2891 BUilding SF 80,300 112 8.987.030

2 S9Ctronics LS 1 1.129,881 1.129,881

3 Shop CrlJllf1s EA 8 58.034 338.202

4 Car Hoitlt EA 1 1.268.763 1.268.783

5 Truck Truntablf1 EA 1 217,331 217,331

6 Truck R9pair Hoist EA 1 130,082 130.082

2.5 OPERATIONS CENTER LS 1 6,435,699 6,435,6991 Building SF 34,644 105 3,650.831

2 Sf1CtrOflics LS 1 680.810 680.810

3 Car WaBh EA 1 959,396 959.396

4 WhfHIl Truing EA 1 1.144,682 1.144,682

2.6 PAINT SHOP LS 1 2,152,357 2,152,3571 Building SF 7.400 150 1.108.527

2 S9CtrOflics LS 1 453.873 453,8733 Paint Spray Booth EA 1 591.957 591,957

2.7 YARD EQUIPMENT LS 1 884,000 884,0001 Ufts, L08der & Handling Truck LS 5 30,000 150,000

2 Carts. G9n9rator & Compr9sSOf LS 5 8.800 44,000

3 Mi«;. Shop Equipmsnt & Machinsry LS 4 150.000 800,000

4 Shop Tf1t1ting t:quipmentITooI LS 1 90,000 90,000

2.8 CENTRAL CONTROL FACILITY LS 1 11,179,919 11,179,9191 Building LS 1 6,106,054 6,106,054

1 Structurf1 SF 29,600 186 5.498,054

2 Sits Work SF 129,000 5 610,000

2 Mimic Board LS 7 4,432,079 4,432,0191 Signal MOfIitoring Syst9m LS 1 1.498.149 1,498.1492 Power Monitoring Syst9m LS 1 1.045,828 1.045.8283 S&S Comm. Monitoring Syst9m LS 1 1,359.386 1,359,386

" FlUS CoIlflCtion Monitoring SyBt9m LS 1 379.272 379,2725 Enwronmf1nt.t Monitoring SyBt9m LS 1 149•.uu 149,.uu

3 Computer System LS 1 641,846 641,8461 Computsr HardwafS LS 1 376.504 376,5042 Comput9r SoItwar9 LS 1 265.343 265.343

Page 2 Of 8 (Yard/Shop & CCF)



System Elements Date: August - 1990

Line Item / Description Unit Quantity Unit Cost Tota/Cost Remarks

3.0 - SYSTEMS LS 1 $115,274,245 $115,274,2453.1 SIGNAL SYSTEM LS 1 40,745,221 40,745,221

1 SIGNAL SUBSTATION (CIS) EA 19 163,531 3,107,0861 Building EA 19 102,961 1,958.256

2 Hllrdwllre EA 19 54,448 1,034.481

3 Instlllliltion ofHllrdwllre EA 19 6,124 116,349

2 WA YSIDE SIGNALING LS 119,282 206 24,608,1611 DuctbBnkB (RllcewIIYS) LF 119,282 51 6.070.001

2 Cable. LF 119.282 155 18.538.1tJ()

3 CROSSING PROTEGnON LS 1 13,029,974 13,029,9741 Trllffic Signsl. (Purchllse & Instllll) LS 1 12.124,025 12.124,025

2 Cr~sing Gate. EA 28 12.618 353.308

3 In.llllation ofthe Gllte. EA 28 19,737 552,641

3.2 ELECTRIFICATION LS 1 49,433,018 49,433,0181 TRACTION POWER SUBSTATIONS EA 19 1,108,452 21,060,588

1 Building EA 19 299.268 5.688,091

2 Hardware - 1500KW EA 11 489,996 5,389,959

3 Hllrdware - 3OO0KW EA 8 614.589 4.916.710

4 Instlllliltion ofHllrdware EA 19 266.728 5.067.828

2 CAT'ENARY SYSTEM LS 1 28,372,431 28,372,4311 Ductbanks (Raceways) LF 119,282 81 9,686,627

2 Pole. and Componsnt. EA 994 14,301 14,214,975

3 Wire - Trolly LF 119.282 16 1,905,017

4 Wif8 - Mtntsenger LF 119,282 22 2.585,811

3.3 SAFETY& SECURITY COMM. SYSTEM LS 1 15,508,349 15,508,3491 S&S COMM. SUBSTATlON (CIS) EA 19 137,923 2,620,540

1 Building EA 19 77,353 1.469,709

2 Hllrdwllre EA 19 54,446 1.034,4813 In.alliltion ofHllrdwllre EA 19 6,124 116,349

2 WA YSIDE S&S COMMUNICATlON LS 1 10,072,562 10,072,5621 Ductbank. (Raceways) LF 119,282 50 5,950,654

2 Cable LF 119,282 35 4,121,908

3 PASSENGER STATIONS S&S COMM. LS 1 2,815,247 2,815,2471 Closed Circuit TV EA 22 45,324 997,124

2 Public Addre•• System (PA) EA 22 46,214 1,016,7113 Fire Ala"" Systsm (FA) EA 22 38,428 801,412

3.4 RADIO SYSTEM LS 1 2,521,859 2,521,8591 Hardware LS 1 2,048,459 2,048,4592 Installation ot Hardware LS 1 473,400 473,400

3.5 TELEPHONE SYSTEM LS 1 1,061,262 1,061,2621 Hardware LS 1 813,262 813,2622 Installation ot Hardware LS 1 248,000 248,000

3.6 FARE COllECTION SYSTEM LS 1 6,004,536 6,004,5361 TICKET VENDING MACHINES (TYM) LS 74 57,288 4,239,307

1 HllrdwII,e LS 67 38,781 2.598.3102 In.IIl/ation ofHardware LS 67 18,402 1,232,9663 $pars. LS 7 58,290 408.030

2 CASH COLLEGnON LS 1 157,399 157,3991 MoneyCan. EA 36 2.011 72.3992 R611f1nU6 Truck. EA 1 85.000 85.000

3 OPTiONS LS 1 1,607,830 1,607,8301 Metro RtJd Uns LS 1 1. tJ()7,830 1,007.830

Page 3 Of 8 (Systems)

TRANSCAL - PROJECT CONTROL - ESTIMA TlNG


Passenger Stations Date: August, 1990

Line Item / Description Unit Quantity Unit Cost Tota/Cost Remarks

4.0 - PASSENGER STATIONS LS 1 $65,893,478 $65,893,4784.1 ATGRADE STATION EA 18 1,051,819 18,932,742

1 Center Platform EA 15 1,079,409 16,191,1342 Side Platform EA 3 913,869 2,741,608

4.2 SUBWA Y STATION £A 1 27,684,300 27,684,3001 Double Side Platform EA 1 27,684,300 27,684,300

2 Side Platform NlA

4.3 AERIAL STATION £A 3 2,928,894 8,786,6821 Center Platform EA 3 2,928,894 8,786,6822 Side Platform N/A

4.4 PARK & RIDE FACILITIES LT 5 1,698,107 8,490,5331 Parking Spaces EA 1051 8,079 8,490,533

4.5 PEDESTRIAN OVERPASSES EA 2 999,611 1,999,2221 Pedestrian Overpasses EA 2 999,611 1,999,222

Page 4 Of 8 (Stations)

TRANSCAL - PROJECT CONTROL - ESTIMA TlNG

Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost Report

Vehicles

By: Djalil H. Abadi / David Chambers

Date: August - 1990

Line Item / Description Unit Quantity Unit Cost Tata/Cost Remarks

5.0 - VEHICLES LS 1 $79,939, 129 $79,939, 1295.1 REVENUE VEHICLES £A 54 1,446,965 78,136,129

1 Light Rail Vehicfss EA 54 1,446,965 78.136.129

5.2 NON-REVENUE VEHICL£S LS 1 1,803,000 1.803,0001 High Rail Trucks EA 5 136.000 680.0002 Mobife Crane and car Mover 54 2 391.500 783.0003 Trucks. Sedans and Vans 54 12 28.333 340.000

Page 5 Of 8 (Vehicles)

TRANSCAL - PROJECT CONTROL - £STIMA TING

LasAngeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost Report By: Djalil H. Abadi / David Chambers

Special Conditions Date: August - 1990

Line Item / Description Unit Quantity Unit Cost Tola/Cost Remarks

6.0 - SPECIAL CONDITIONS LS 1 $117,391,610 $117,391,6106.1 UTILITY RELOCATlON - IN STREET LS 1 34,617,489 34,617,489

1 Gas Line LS 1 206.296 206.2962 Telephone LS 1 125,237 125,2373 Electric LS 1 4,209,354 4,209,3544 Water Line LS 1 2,683,644 2,683,6445 Storm Drain LS 1 12.441,718 12,441,7186 sanitary Sewer LS 1 1,903,471 1,903,4717 Power Line LS 7 12,929,948 12,929.9488 Others LS 1 117,821 117,821

6.2 UTILITY RELOCATION - SUBWA Y LS 1 4,820,343 4,820,3431 Gas Line LS 193.992 193.992

2 Telephone LS 1 129.328 129.3283 Electric LS 1 231.715 231.715

4 WaterLine LS 1 323.320 323.320

5 Storm Drain LS 1 1.359.569 1.359.569

6 sanitary Sewer LS 1 2.259.099 2.259.099

7 Power Line LS 1 161,680 181.680

8 Others LS 1 161,680 161.680

6.3 UTILITY RELOCATlON - ROW LS 1 941,216 941,2161 Gas Line LS 1 34.339 34,339

2 Telephone LS 1 22.893 22.893

3 Electric LS 1 14.308 14.3084 WaterLine LS 1 63.407 63.407

5 Storm Drain LS 1 811.049 811.049

6 Sanitary Sewer LS 1 49.134 49.134

7 PowerLine LS 1 28.618 28,61(1

8 Others LS 1 117.469 117,469

6.4 FORCE ACCOUNT RELOCATIONS LS 1 47,378,308 47,378,3081 Gas Line LS 1 4,800,000 4,800,000

2 Telephone LS 1 1.893.400 1.893.400

3 Electric LS 1 3,788.000 3.788.000

4 WaterLine LS 1 3.227,818 3.227,8185 Storm Drain LS 1 4.853.000 4.853.000

6 sanitary Sewer LS 1 4.908,952 4.908.952

7 Oil Line LS 1 2.218,350 2.216.350

8 Southern California RTD LS 1 8.400,000 8.400.000

9 CALTRANS LS 1 400.000 400.00010 SPTC & Other RR LS 1 13.040,790 13.040.79011 Other LS 1 50.000 50.000

6.5 DEMOLITION LS 1 967,836 967,8361 Buildings LS 1 384.438 384.4382 Bridges LS 1 583.398 583.398

6.6 ROADWAY CHANGES LS 1 11,688,912 11,688,9121 Curb &Gutter LS 3.508.674 3.508.8742 Paving LS 8.182.239 8.182.239

6.7 ENVIRONMENTAL LS 1 16,977,505 16,977,5051 safety &Security Fencing LS 6.202.600 6.202.8002 Visual LS 9,174.962 9.174.962

3 Informative - Signs LS 949.943 949.943

4 Others LS 650.000 fJ5().000

Page 6 Of 8 (Special Cond.)



Right - Of - Way Date: August - 1990

Line Item / Description Unit Quantity Unit Cost Tala/Cost Remarks

ZO-R/GHT- OF- WAY LS 1 $60,084,803 $60.084,8037. 1 LAND ACQUISITION - PURCHASED LS 1 28,202,402 28,202,402

1 Mainline LS 1 25,552,813 25,552,813 Sum of 1- 62 Yard & Shop3 Central Control Facility4 TPPS & CIS Substations5 Passenger Stations6 Park & Ride Facilities7 MC-5 Railroad Relocation LS 1 2,649,589 2,649,589

7.2 LAND ACQUISITION - DONATED N/A N/A

1 Mainline2 Yard & Shop3 Central Control Facility4 TPPS & CIS SUbstations5 Passenger Stations6 Park & Ride Facilities

7.3 RIGHT-OF-WA Y ACQUISITION LS 1 27,235,000 27,235,0001 Railroad Right-Of- Way LS 26.358.000 26.358,0002 MC-5 Right-Of-Way LS 877.000 877,000

7.4 LEGAL & CONSULTING LS 1 2.211,075 2,211,0751 Special Counsel Services LS 1 1,545,075 1.545,0752 Rsal Estate Acquistion LS 1 600,000 600.0003 Others LS 1 66,000 66,000

7.5 PROPERTYMANAGEMENT LS 1 2,241,826 2,241,826t Parcel Groups LS 1 946,826 946,8262 Railroad Right-Of-Way LS 1 375.000 375,0003 MC-5 Program LS 1 920,000 920,000

7.6 APPRAISAL LS 1 40,500 40,500t Appraisal LS 1 40,500 40,500

7.7 RELOCATION LS 1 154,000 154,0001 Business LS 77,000 77.000

2 Residence LS 77.000 77.000

Page 7 Of 8 (Right Of Way)

TRAN5CAL - PROJECT CONTROL - ESTIMA TING


METRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost Report By: Djalil H. Abadi I David Chambers

AddOns Date: August - 1990

Line Item / Description Unit Qty. Unit Cost Tota/Cost Remarks

8.8-ADDONS LS 1 $202,405,963 $202,405,9638.1 GENERAL ENGINEERING SERVICES LS 1 69,586,796 69,586,796

1 General Engineering Services LS 1 61,287,148 61,287,1482 Rnal Design 7th & Flower LS 1 3,064,648 3,064,6483 Rail Car Design Management LS 1 4,950,000 4,950,0004 Other Design Services LS 1 285,000 285,000

8.2 CONSTRUCTION MANAGEMENT SERVICES LS 1 86,130,800 86,130,8001 Construction Management General LS 1 82,942,800 82,942,8002 Construction Management MC-5 LS 1 2,400,000 2,400,0003 System & CM Vehicles LS 1 788,000 788,000

8.3 PROJECT MANAGEMENT OVERSIGHT LS 1 4,591,000 4,591,0001 Project Management Oversight LS 1 4,591,000 4,591,000

8.4 PROJECTADMINISTRATION LS 1 14,800,000 14,800,0001 Project Administration LS 1 14,800,000 14,800,000

8.5 PROJECT INSURANCE LS 1 35,638,000 35,638,0001 Risk Management Services LS 1 4,096,000 4,096,0002 Owner's Insurance LS 1 31,542,000 31,542,000

8.6 SPECIAL PROGRAMS LS 1 9,408,722 9,408,7221 Affirmative Action Program LS 1 225,322 225,3222 Community Involvement LS 1 2,855,000 2,855,0003 Public Art Program LS 1 2,728,400 2,728,4004 Florence / Graham Ave Park &Ride LS 1 3,600,000 3,600,000

8.7 PROJECT TRAINING, STARTUP & TESTING LS 1 9,915,093 9,915,0931 Project Training, Startup & Testing LS 1 9,915,093 9,915,093

8.8 PROJECT RESERVE LS 1 2,212,852 2,212,8521 Project Reserve LS 1 2,212,852 2,212,852

8.9 PROJECT REVENUE LS 1 (29,877,300) (29,877,300)1 Project Revenue LS (29,877,300) (29,877,300)

Page 8 Of 8 (Add Ons)

PROJECT STATION MATRIX

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Los· Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost Report By: OjaJiI H. Madi I David Chambels

!'roject Chart-.!!y Stations Oat9: ~~ust. 1~ _

Contract Description From To Route I -------.-----

r-- GUi<!!!!!!!X_IrPe Station Station Feet S....,o.1 In"","' B.,.' j E_.or:-~:_::_/~-Ftt"/oIl, I _ I_~ccc__r0==---=--=

490

960

2,336

476

719

510

1,049

317

2,510

13,015

205

200

85

112

855

709

5,577

4,632

5,250

7th & Flower Station - Cl15 4 + 61 14 + 21 960

SUBWA Y Direct Fixation 4 + 61 14 + 21 960

Flower Street Subway - Cf17 14 + 21 42 + 47 2,826SUBWA Y Direct Fixation 14 + 21 37 + 57 2,336RETAINED.CUT Direct Fixation 37 + 57 42 + 47 490

LA CBO Approach - C140 42 + 47 172 + 62 13,015AT GRADE Embedded D-Track 42 + 47 172 + 62 13,015

Satellite Yard To LA River - C212S.... 53 + 68 154 + 50 10,082AT GRADE Ballasted 53 + 68 100 + 0 4,632AT GRA DE In Pavement Ballasted 100 + 0 102 + 0 200AT GRADE Ballasted 102 + 0 154 + 50 5,250

Aerial Structure (Slauson) - C435 154 + 50 191 + 45 3,695ATGRADE Ballasted 154 + 50 155 + 62 112RETAINED FILL Ballasted 155 + 62 160 + 40 478AERIAL Direct Fixation 160 +40 185 +50 2,510RETAINED FILL Ballasted 185 + 50 190 + 60 510AT GRADE Ballasted 190 +60 191 + 45 85

Satellite Yard To LA River - C2125 191 + 45 257 + 81 6.637AT GRADE Ballasted 191 + 45 200 + 0 855AT GRADE In Pavement Baflasled 200 + 0 202 + 5 205ATGRADE Ballasted 202 + 5 257 + 81 5,577

Firestone Bridge - C41S 257 + 81 294 + 50 3,669AT GRADE Ballasted 257 + 81 264 + 90 709RETAINED FILL Ballasted 264 + 90 272 + 10 719

AERIAL Ballasted 272 + 10 275 + 27 317

RETAiNED FILL Ballasted 275 + 27 285 + 76 1,049

ATGRADE ~a~~~ted-_o===_:_285+ 76 294 + 50 874 L!74 '- __=_L ! I d L===

PAGE 1 OF 5 (Project Chart)

J

Los Angeles County Transponation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReponProject Chan By Stations


By: Dja/il H. Abadi I David Chamoorr

Datlf: August, 1900

Contract Description From To Route AlGr.cIt AtGfKW A'Gr.~ Ala,.. "'r.' ~/"i R.,.h«JFIII E.....'-./Fi/I SW...y R.,.w.dCUf

Guideway Type Station Station Feet 8....,«1 ,,, Pv"". Ih,W EmI:»dd«J - DT Cml:ifl<lt1tMl- ST Ow-.et - F••,1on 11....-./ ,._-./ B• ....,,~ 0"«1 - Fiu'ioIt 011«1 - FJutbn:=

Satellite Yard To LA River - C2125 294 + 50 467 + 47 17,297ATGRADE Ballasted 294 + 50 375 + 0 8,050 8,050ATGRADE In Pavement Ballasted 375 + 0 383 + 30 830 830ATGRADE Ballasted 383 + 30 467 + 47 8,417 8,417

Rosecrans Ave LRTOverpass - C4360 467 + 47 500 + 0 3,253ATGRADE Ballasted 467 + 47 470 + 86 339 339RETAINED FILL Ballasted 470 + 86 473 + 70 284 284AERIAL Direct Fixation 473 + 70 494 + 30 2,060 2,060RETAINED FILL Ballasted 494 + 30 496 + 74 244 244ATGRADE Ballasted 496 + 74 500 + 0 326 326

Satellite Yard To LA River - C2125 500 + 0 574 + 20 7,420ATGRADE Ballasted 500 + 0 525 + 0 2,500 2,500ATGRADE In Pavement Ballasted 525 + 0 527 + 5 205 205ATGRADE Ballasted 527 + 5 574 + 20 4,715 4,715

Compton Creek Bridge - C455 574 + 20 584 + 90 1,070ELEVATED FILL Ballasted 574 + 20 577 + 73 353 353AERIAL Ballasted 577 + 73 579 + 90 217 217AT GRADE Ballasted 579 + 90 584 + 90 500 500

Satellite Yard To LA River - C2125 584 + 90 631 + 35 4,645RETAINED FILL Ballasted 584 + 90 588 + 85 395 395ATGRADE Ballasted 588 + 85 611 + 75 2,290 2,290ATGRADE In Pavement Ballasted 611 + 75 612 + 25 50 50ATGRADE Ballasted 612 + 25 631 + 35 1,910 1,910

Aerial Structure (Dominguez) - C435 631 +35 660 + 70 2,935ATGRADE Ballasted 631 + 35 633 + 52 217 217RETAINED FILL Ballasted 633 + 52 637 + 50 398 398AERIAL Direct Fixation 637 + 50 654 + 22 1,672 1,672RETAINED FILL Ballasted 654 + 22 658 + 54 433 433ATGRAOE Ballasted 658 + 54 660 + 70 215 215

- -~



By: Djafi/ H. Abadi I David Chambers

Datil: August. '990

Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportProject Chart By Stations

r==c - - -Contract Description From To Route At Qrwdo Ara,.. ArQ,~ Ala,•• .u.., Mr.' R..."-dFIII E....'.d'" Schw_y R.r.irwd Cut

Guideway Type Station Station Feet s....tod In PYmt, 8.,." E~ - Dr EmI»dt»d - sr Ot«f - ' ••rbn ,.•,,-,/ ...~ 8....,-.;1 01t.,;1 - F••/bn ""K' -Fttc.rion

Satellite Yard To LA River - C2125 660 + 70 681 +99 2,129AT GRADE Balfasted 660 + 70 681 + 99 2,129 2,129

Aerial Structure (Del Amo) - C435 681 +99 718 + 16 3,617ATGRADE Ballasted 681 + 99 691 + 61 962 962RETAINED FILL Balfasted 691 + 61 699 + 4 743 743AERIAL Direct Fixation 699 + 4 711 + 58 1,254 1,254RETAINED FILL Balfasted 711 + 58 715 + 35 377 377ATGRADE Balfasted 715 + 35 718 + 16 281 281

Aerial Structure (Cota Xing) - C435 718 + 16 750 + 85 3,269ATGRADE Balfasted 718 + 16 721 + 7. 292 292RETAINED FILL Ballasted 721 + 7. 726 + 0 492 492AERIAL Direct Fixation 726 + 0 744 + 80 1,880 1,880RETAINED FILL Ballasted 744 + 80 747 + 64 284 284ATGRADE Ballasted 747 + 64 750 + 85 321 321 .....

LA River Bridge - C425 750 + 85 764 + 42 1,357ATGRADE Ballasted 750 + 85 751 + 75 90 90AERIAL Balfasted 751 + 75 760 + 50 875 875ELEVATED FILL Ballasted 760 + 50 764 + 42 392 392

LA River To Willow Station - C315 ... 835 + 50 947 + 0 11,150ATGRADE Ballasted 835 + 50 902 + 95 6,745 6,745ATGRADE tn Pavement Ballasted 902 + 95 903 + 78 83 83ELEVATED FILL Balfasted 903 + 78 916 + 85 1,307 1,307AT GRADE In Pavement Ballasted 916 + 85 917 + 30 45 45ATGRADE Balfasted 917 + 30 947 + 0 2,970 2,970

--



By: Djal;1 H. AbBd; I David ChamoorB

Date: AugulII. 1990

Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportProject Chart By Stations _c=Contract Description From To Route AId'- AI (J,•• ""'0,_<* Ala,.... AMitil -.., R.fJJIt»dF. E"",.,~F;II S~".)' R.t.;",..,jCut

Guideway Type Station Station Feet 8....'«1 InPv,", 8.,.,. E~-Dr E~-sr Olt«1.-Ftf.tion ~...~ .....1«1 8•••t-.1 0/(<<" - Fiurion Oir«' - FiJ(.'io"

-- . --=Willow Station To 10th St. - C325 947 + 0 1053 +60 10,660

ATGRADE Ballasted 947 + 0 952 + 6 506 --506

ATGRADE Embedded 952 + 6 1053 + 60 10,154 10,154

Long Beach Loop - C3270 1053 + 60 1149 + 57 9,597ATGRADE Embedded 0-Track 1053 + 60 1059 + 74 614 614

ATGRADE - Embedded $-Track 1059 + 74 1098 + 7 3,833 3,833ATGRADE Embedded 0-Track 1098 + 7 1106 + 43 836 836ATGRADE Embedded $-Track 1106 + 43 1149 + 57 4,314 4,314

Total Revenue Track (Route Feet) 119,282 61.869 1,618 24,619 8,147 9,376 1.409 6,407 2,052 3,296 490

- -- -•• SWtion Break



By: Djalif H Abadi I David Chambers

Date: August, '990

Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportProject Chart By Stations - - - -

Contract Description From To Track NR-_r NR-_r NR- ..~r NR-Stw.r NR-51",.r NR-_.rNR-c~r

Guideway Type -NR Station Station Feet At Qnde - S ..,.,. R.'.ktftd - 6."'. A#r.' -a..., 8'...., - Yard a•.". -It«. E_- .... .e.". -GL --

Aerial Structures (Yard Access) - C435RETAINED FILL Ballasted o + 0 3 + 60 720 720

AERIAL Ballasted 3 + 60 8 + 80 1.040 1,040

RETAINED FILL Ballasted 8 + 80 11 + 90 620 620

Main Yard and Shops - CS60ATGRADE Ballasted 11 + 90 33 + 85 4,391 4,391AT GRADE Ballasted o + 0 33 + 0 6,600 6,600

Satellite Yard To LA River - C2125ATGRADE Ballasted 10 + 31 16 + 2 571 571ATGRADE Ballasted 15 + 50 20 + 92 542 542ATGRADE Ballasted 409 + 6 418 + 9 903 903

LA River To Willow Station - C31SATGRADE Ballasted 939 + 14 945 + 14 600 600

Long Beach Loop - C3270b ATGRADE Embedded o + 0 5 + 8 508 508

Total Non Revenue Track (Track Feet) 16,495 4,391 1,340 1,040 6,600 2.074 508 542

- ~~


PHYSICAL AND OPERATIONALDESCRIPTION

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GUIDEWAY E L E M E H T S (1.0)

GUmDAY AT GRADE - BALLASTED (1.1.2)

This quideway consists of earthwork preparation,scarification and compaction of the top 6" of subgrade to therequired density as defined in the specifications. The guidewayincludes placement of a" minimum thickness sub-ballast followed byplacement of 12" minimum thickness ballast as measured at thecrown of the slope. Concrete ties are placed on this ballast at aspacing of 30" on average. A final layer of ballast is brought towithin 1" of the top of the tie. The 115 lb. T-rail sits on amoulded rail pad. The rails are fastened to the concrete ties bya system of rail clips and malleable iron shoulders. Refer toexhibits A and B.

GUIDEWAY H GRADE - III PAVBiiEl'fT BALLASTED (1.1.3)

This quideway consists of earthwork preparation,scarification and compaction of the top 12" of subgrade, placement

of a 7" thick cement treated base followed by 8" minimum thicksub-ballast which in turn is followed by a 12" minimum thick layerof ballast. Timber ties are placed on this ballast at a spacingof 1a". A final layer of ballast is brought flush to the top oftie. The 115 lb. T-rail rests on a metal tie pad and the railsare secured by the usual spike method. A. C. pavement orrubberized grade crossing material is placed between rails throughthe crossings depending on whether the crossings are light orheavy traffic. Refer to exhibits C and D.

GUIDEWAY AT GRADE - EMBEDDED - DOUBLE

AND SINGLE TRACK (1.1.4 & 1.1.5)

This quideway consists of A.C. pavement demolition andremoval, earthwork preparation, scarification and compaction ofthe top 6" of subgrade, placement of 14" minimum crushed aggregatebase followed by a 9" thick reinforced concrete track slab. The115 lb. T-rail rests on an insulated pad and is secured by asystem of rail clips and shoulders. The rail is furthermoreisolated by an imbedded rail isolator. There is approximately 2"of crushed aggregate base directly on top of the concrete trackslab followed by approximately 4" of A.C. paving as the finishedsurface between rails. Refer to exhibits E, F and G.

GUIDEWAY - AERIAL STRUC'l'tJRE - DIRECT FIXATION (1.2.1)

This guideway consists of the excavation for pile caps,construction of cast-in-place concrete piles and backfilling torequired densities as defined in the specifications. The elevatedportion which is a typical cast-in-place reinforced box girderstructure is supported by a heavily reinforced bent column thatincreases in cross sectional area as one goes from base to bottomof box girder. The guideway is finished by placing a reinforcedconcrete second pour to the required height necessary for top ofrail elevation tolerance. The 115 lb. T-rail sits on arubber/steel isolator which in turn rests on galvanized steelshims. The rail is fastened by a system of rail clips and anchorinsert assemblies. Refer to exhibits H, I, J and K.

GOmEWAY - AERIAL STRUc.rtJRE - BALLASTED (1.2.2)

This guideway consists of earthwork preparation, including,depending on the type of structure, piling, pile caps, bentcolumns, abutments and backfilling to required densities in looselifts as defined in the specifications. The elevated portionwhich is of a cast-in-place reinforced concrete girder design issupported by heavily reinforced bent columns and/or abutments.The "and/or" is used because compton Creek Bridge and FirestoneBridge (south bound) are simple spans with no piers as part of thestructure. The L.A. River Bridge and Firestone Bridge (northbound) have piers as part of the structure. The guideway isfinished by placing a waterproofing membrane on the concretefollowed by approximately 8" of ballast including wire mesh at themid point of the ballast layer. Concrete ties rests on thisballast and a final placement of ballast occurs to within 1" ofthe top of tie. The 115 lb. T-rail sits on a moulded rail pad.The rail is fastened to the concrete ties by a system of railclips and malleable iron shoulders. Refer to exhibits Band L.

GOmEWAY - RE'.rAIHED PILL - BALLASTED (1.3.2)

This guideway consists of earthwork preparation,scarification and compaction to the required densities as definedin the specifications. All backfilling must be accomplished witha porous soil as called out in the specifications. The guidewayincludes a retaining wall on both sides, placement of 8" minimumthickness sub-ballast followed by placement of 12" minimumthickness ballast as measured at the crown of the slope. Concreteties are placed on this ballast at a spacing of 30". A finallayer of ballast is brought to within 1" of the top of the tie.The 115 lb. T-rail sits on a moulded rail pad. The rail isfastened to the concrete ties by a system of rail clips andmalleable iron shoulders. Refer to exhibits B and M.

GUIDEWAY - ELEVATED FILL - BALLASTED (1.4.2)

This guideway consists of earthwork preparation, benchcutting into existing right of way during construction of newembankment, scarification and compaction of the top 6" to the

required density as defined in the specifications. Fill soi~

shall be proof rolled with heavy compaction equipment to detectany soft areas, which if encountered must be removed. Theguideway includes placement of 8" minimum thickness sub-ballastfollowed by placement of 12" minimum thickness ballast as measuredat the crown of the slope. Concrete ties are placed on thisballast at a spacing of 30". A final layer of ballast is broughtto within 1" of the top of the tie. The 115 lb. T-rail sits on amoulded rail pad. The rails are fastened to the concrete ties bya system of rail clips and malleable iron shoulders. refer toexhibits Band N.

SUBWAY - DIRECT ~O. (1.5.1)

This guideway consists of earthwork preparation, removingcontaminated soils, scarification and compaction in loose liftsnot exceeding 8" to proper densities as defined in thespecifications. The subway which is constructed by the cut andcover method consists of a box'structure with a partial centerwall dividing the North bound LRV's from the South bound. An

elevated walkway enclosing a 9-way communication/signalingductbank occurs on each side of the box structure. The guidewayis finished by placing a reinforced concrete second pour to therequired height necessary for top of rail elevation tolerance. ,The 115 lb. T-rail sits on a rubber/steel isolator Which in turnrests on galvanized steel shims. The rail is fastened by a systemof rail clips and anchor insert assemblies. Refer to exhibits K,o and P.

GUIDEWAY - RETAINED CUT - DIRECT FIXATION (1. 6.1)

This guideway consists of earthwork preparation, removingcontaminated soils, scarification and compaction in loose liftsnot exceeding 8" to proper densities as defined in thespecifications. The portal consists of a sloping U-sectionstructure with retaining walls forming the sides of the U. Thetop of the U-section is surmounted by a heavy galvanizeddecorative iron fence with top rail. The quideway is finished byplacing reinforced concrete second pour to the required heightnecessary for top of rail elevation tolerance. The 1~5 lb. T-railsits on a rubber/steel isolator which in turn rests on galvanizedsteel shims. The rail is fastened by a system of rail clips andanchor insert assemblies. Refer to exhibits K, Q, Rand S.

Y A R D S AND S HOP S (2.0)

The Yard Shops are made accessible to automobiles by the

construction of an access road, access road bridge and retainingwalls. The road connects from the 208th Street cul-de-sac, runs

along the west side parallel to the LTR line where it crosses onto

a retrofitted SPTC bridge over the Long Beach Freeway and finally

onto a new cast-in-place concrete bridge structure over the yard

loop track.

The Yard Site Work includes demolition, clearing and

grubbing, earthwork preparation and installation of new

underground utilities (storm drains, sewer, gas, telephone, water

and track underdrains). The site work includes work for systems

which consists of laying underground conduits and installation ofelectrical, traction power, signaling and communication ductbanks

and pull boxes.

The Yard Systems are completed with the installation of the

catenary pole foundations, poles, contact and messenger wire, and

wire or cable in ductbanks for traction power, signaling and

communication.

The Yard Car storage consists of all trackwork at grade

ballasted including earthwork preparation, scarification and

compaction of the top 12" to the required density as defined in

the specifications, placement of 8" minimum thickness sub-ballastfollowed by placement of 12" minimum thickness ballast, concrete

and wood ties, turnouts, switches, 115 lb. T-rail, rail fasteners

and other track appurtenances. The storage tracks have a capacityof 48 vehicles.

The Vehicle Shop consists of a two-story building of which

the first floor has an area of 67,000 square feet and the secondfloor 12,700 square feet. The second floor is composed of

offices, toilets and locker rooms for maintenance personnel and

supervisors. The first floor consists of a heavy repair shop,truck repair shop, motor shop, wheel shop, machine shop, air

condition shop and an electronics shop. The Heavy Repair Shop

contains two tracks each with in-floor hoists for two LRV

vehicles. An additional floor level position for one vehicle is

provided on each track. This Heavy Repair Area is equipped with a

lO-ton overhead crane. A Truck Repair Shop is located adjacent tothe Heavy Repair Shop and has two in-floor truck hoists. A 10-tonoverhead crane serves this area. Seven turntables are provided to

transport the trucks between the heavy repair tracks and Truck

Shop. The Motor Shop will be used for minor repair work on

traction motors. Any major work, such as rewinding or balancing

will be done at the Red Line (Metro Rail) Shop. This motor shopis adjacent to the Truck Repair Shop. The Motor Shop is equippedwith two high voltage DC generators to spin the traction motors.

The Wheel Shop contains a tire press to mount and remove the outertire rims. The Machine Shop is equipped with a drill press, small

lathe, horizontal band saw, vertical band saw, pedestal grinder,bead blaster and bearing press. The Air conditioning Shop

consists of a large bench stand to service the modular HVAC units.

A 2-ton boom crane is used to remove the units from the top of the

LRV vehicles and place them on the work stand. Standard HVAC

pressure gauges and a freon reclamation unit are the primary items

used in this shop. The Electronics Shop will be used to perform

diagnostic testing, troubleshooting and repairs on state of the

art electronics equipment. Test equipment used for these tasks

consists of bench oscilloscopes, frequency generator, frequencycounter, digital multimeters and a chart recorder.

The Operation Center consists of a two story building of

which the first floor has an area of 21,265 square feet and the

second floor 13,379 square feet. The second floor is composed of

offices, toilets and locker rooms for operations personnel. The

first floor comprises an LRV car wash, body shop, blow down pitand wheel truing shop. The car wash uses a water reclamation

system. A pre-rinse arch sprays detergent on the vehicle which is

then brushed and rinsed. The LRV proceeds at 3 miles per hour or

less and is guided by two signals inside the wash. A car floor

level platform and roof level platform is provided for the

cleaning of windows and roofs respectively. The Body Shop will be

used for light repair work on the LRV body while the blow down pit

is used to clean the underside of the vehicle. The Wheel TruingShop is equipped with a set of tracks for one vehicle and an in

line drive over truing pit which houses a computer controlled set

profile truing machine.

The Paint Shop consists of a single story building, a set of

tracks within a paint booth large enough for a single LRV, a

paint/equipment storage room, a mixing room, and a restroom. The

paint booth is supplied with 6 exhaust fans to collect the fumes

caused by painting. There are three fan forced heaters mounted on

the roof to accomplish the drying of paint. Refer to Exhibit T.

YARDS AND S HOP S (2.0)

CENTRAL CONTROL FACILITY (2.8)

The Central Control Facility (CCF) is located at theintersection of Imperial Highway and century Freeway (under

construction), at the approximate geographical center of the lightrail systems, and serves as the operational control point for the

Metro Blue, Metro Green and Metro Red Lines. The facility is

designed to accommodate all communications and computer systems

associated with these three Lines. This includes the SCADAsystem, the Green Line Automatic Train Control System and the

Transit Radio System.

Four train dispatcher consoles, a communication controller

console, and an emergency liason console, occupy the CCF Control

Room. Additional consoles for the transit police and the software

engineer are located in other rooms. Most consoles include two

CRT display screens and a keyboard that can be assigned to either

CRT, plus pUblic address, telephone, and other communications

equipment. These systems allow the control operators to contact

any station platform, LRV vehicle, Transit Police, or RTD

supervisor.

One SCADA console also includes a 19-inch closed circuit

television (CCTV) monitor that can display images from cameraslocated on passenger station platforms. An additional 19-inch

monitor and video recorder are located in the transit policedispatcher's office. A main CCTV console, also located in the CCF

Control Room, contains monitors for 64 passenger station cameras,

plUS video recording equipment. The main communications equipment

room is located on the first floor immediately beneath the Control

Room, and houses electronics equipment and the main connection

frame for all the communications systems which home on the CCF.

The main display system in the CCF is comprised of ten (10)

40 by 54 inch rear-projection statusboards which are arranged in a

semi-circle, allowing the dispatcher consoles an overview of the

entire rail system territory. Changes to the format and content

of information displayed can be made in minutes. The Blue and

Green Lines each utilize four of the ten screens, leaving two of

the screens available to extend the array or display size of the

rail system territory, if required.

Special overview displays are designed specifically for the

statusboards. These displays depict the entire rail line and

indicate an overall status for the several categories of equipment

at each location along the right-of-way. Supervisory control

is performed by selecting the appropriate device symbol on a

graphic display, or by selecting the device description from a

tabular display. Each console can be partitioned according to the

responsibility area of specific operators, or dynamically changed

to re-assign areas during periods of reduced staffing levels.

SYSTEMS (3.0)

SIGNAL SYSTEK (3.1)

The signal system for the LACTC Metro Blue Line Rail Transit

(LRT) project will be implemented in five areas along the 2-trackLRT main line and Long Beach Loop. Track 1 will be the normally

northbound track and Track 2 will be the normally southbound

track. The areas include the Los Angeles Subway segment from 7th

and Flower streets to 12th Streetj the Los Angeles Central

Business District (CBD) Segment from 12th Street to Long Beach

Avenue and Washington Boulevardj the Mid-Corridor Segment from

Washington Boulevard to the L.A. River Bridge, inclUding the main

yard entrance interlockingj the Long Beach Segment from the L.A.River Bridge to the Willow street Passenger Station. Block

signaling will not be provided between 12th street and along

Washington Boulevard in the Los Angeles CBD or between Willow

street and First Street in Long Beach.

The Mid-Corridor Segment will be equipped with a

bidirectional cab signal system. The Los Angeles Subway Segment

will be equipped with unidirectional cab signalingj however, the

interlocking and tail tracks at 7th and Flower streets will be

bidirectional. The Los Angeles CBD Segment and t~e Long Beach

segment will not be equipped with cab signals.

There will be seven interlockings on the system, one on the

Los Angeles Subway Segment and six on the Mid-Corridor Segment.

There will be one powered facing point switch at First/Pacific

Station on the Long Beach Segment. Wayside signals will be

located at interlockings.

The yard will not be interlocked but will be equipped with

wayside switch selection push buttons, yard switch machines,

detector locking track circuits, and switch position indicators.

Two wayside signals shall control the yard loop track.

The central control facility will be used to monitor

operations and will have the capability to control all

interlockings.

There will be 28 highway grade crossings and four pedestrian

crossing that require warnings systems. Most of these crossings

will be shared with the Southern Pacific Transportation Company

(SPTC) .

There are also two at-grade railroad crossings with the

SPTC.

Nominal design headway is 180 seconds except in the Los

Angeles subway Segment where the headway is 90 seconds.

S Y S T EMS (3.0)

ELECTRIFICATION - SUBSTATIONS (3.2.1)

The Traction Power Supply System consists of engineering,testing, and delivery of prefabricated traction power substationsneeded to support operations. Included in the pre-fabricatedbuildings are AC switchgear, transformer/rectifier units, DCswitchgear, batter, battery charges and accessories, supervisory

control interface cabinet, negative bus box and DC distribution

panel.

The installation of prefabricated traction power substationsincludes the installation of all cabling from substation towayside (up to but excluding catenary), in conduit provided by

others in the appropriate civil line section contracts. Alsoincluded are the construction of concrete foundations to receivethe prefabricated substation buildings, DWP customer servicebuildings and ductbanks to within five feet of concrete

foundation, installation of all cabling for substations to the

overhead contact system interface manholes and testing of all

substations.

Also included is the site demolition, substation site

fencing, site paving and substation signage.

This Traction Power supply system contract consists of 20

substations in total. There are 5 - 3000 Kw stations with ACinput at 34.5 KV by the Department of Water and Power. There is 1

- twin 1500 Kw and 1 - 500 Kw rectifier in the Main Yard, the one

1500 Kw rectifier providing 750 V DC to the Main Line, the 500 Kwrectifier providing power to the workshop area for test purposes.

All the AC power for the Main Yard is supplied by Southern

California Edison at 12 KV AC input.

There is furthermore 1 - 16 KV 3000 Kw sUbstation, 3 - 12 KV

1500 Kw, 2 - 12 KV 3000 Kw and B - 16 KV 1500 Kw Traction Power

SUbstations, all power being supplied by Southern California

Edison.

SYSTEMS (3.0)

ELECTRIFICATION - CATENARY (3.2.2)

The Overhead contact System consists of manufacturing,

testing, delivery, and installation of catenary systems, support

systems (poles, cantilevers, and other required assemblies and

components) for the entire transit line and connection of feeder

cables from interface manholes to the catenary. The pole

foundations, electrical, traction power, signaling and

communications ductbanks and pullboxes are included in the

appropriate civil line section contracts.

The Overhead Contact System can be divided into three

distinct sections:

1. The Main Yard

2. Catenary System

3. Trolley System

The Main Yard consists of approximately 5 straight track miles

(S.T.M.) of fixed equipment, the catenary System consists of

approximately 18 S.T.M. of automatic tensioning equipment, and

the Trolley System consists of approximately 4 miles of fixed

trolley wire.

All poles were supplied by Ameron (Pole Products Division).

All hardware was supplied by Brown - Boveri Corp. of Munich,

Germany. The Main Yard is a grounded system whereas the Main Line

is ungrounded to eliminate corrosion caused by stray ground

currents.

SYSTEMS (3.0)

METRO BLUE LINE COMMUNICATIONS SYSTEMS

OVERVIEW

The total communication systems of the Metro Blue Line Rail

Transit project are made up of five major systems that provide

command, control and communications for the 22.3 mile transit

system. These are:

Cable Transmission System (CTS)Supervisory Control and Data Acquisition System (SCADA)Telephone systemRadio Systemsafety and Security communications System (S&SCS)

Each of these systems provides a specific type ofcommunication support to the light rail system. They are brought

together at the Central Control Facility (CCF) by the Cable

Transmission System (CTS).

The Communications System serves nineteen (19) remote

locations, covering 22 passenger stations on the Metro Blue (LB

LA) light rail line. The Central Control Facility equipment andoperating areas are sized to service two future light rail linesand an extension to the Metro Blue Line.

The Safety and Security Communications System (S&SCS)

includes requirements for each passenger station; closed circuit

television surveillance, pUblic address announcements, firedetection and an intrusion detection system.

The S&SCS furnishes the fire detection and suppression

systems for each communication and signaling (C&S) building/room

including the Yard and Shops communications rooms. Additionally,

the S&SCS includes the public address systems for the Yard and

Shops, and the Central Control Facility, including recording of

designated communication circuits. Each sUbsystem is next

described in detail.

SYSTEMS (3.0)

CABLE TRANSMISSION SYSTEM (CTS)

The Cable Transmission system (CTS) contract consists of all

land communications systems transmission paths, and includes:

1. Communications Power

2. Emergency Trip stations

3. Communications and Signaling (C&S) Buildings

4. Transfer Trip Cabling

5. Communications Interface Cabinets

6. Duct Liners (innerduct)

The CTS incorporates both a backbone distribution

transmission medium utilizing fiber optics, and a metallic

distribution system such as within the confines of the Yard,

passenger station areas, within buildings, and along wayside to

remote devices. The fiber optic backbone system operates

initially at a rate of 45 Mbps, and is expandable to 560 Mbps.

The Communications Power subsystem provided under the CTS

consists of battery/rectifier plants at each communications systembackbone location. All communications systems, except SCADA in

the CCF operates from these power supplies.

The Communications and signalling (C&S) Buildings are

provided at each system backbone location, and also house systemssuch as S&SCS and Signalling.

Emergency Trip Stations are provided throughout the rail

system to allow the emergency removal of power from the traction

power distribution Overhead Contact system (OCS).

Transfer Trip Cabling is provided for control of the Traction

Power Supply System.

communications Interface,Cabinets are provided at each

passenger station as an interface point between wayside cable

plant and communication systems operating at the station.

Duct Liners (Innerduct) are provided for additional cable

protection within the ductbank system.

Fire Telephones (sound-powered) are furnished for the subway,

at designated locations.

The Cable Transmission System backbone includes:

1. Fiber optic (FO) transmission equipment and associated

backbone and local distribution cable.

2. Pulse Code Modulation (PCM) mUltiplex (MUX) equipment.

3. Wayside, passenger station, CCF, Yard buildings, and

Yard hardwire distribution cables.

4. Voice and data line conditioning equipment.

5. Automatic redundancy for fiber optic medium, voice and

data channels.

SYSTEMS (3.0)

-

SUPERVISORY CONTROL AND DATA ACQUISITION (SCADA)

The SCAOA subsystem provides the medium for monitoring and

controlling critical parameters of the rail system such as thosecontained in signalling, traction power, fire detection andintrus~on detection systems and subsystems. SCADA providesvarious CRT displays for operator viewing and control, and an

overall system summary status board. SCADA also provides semiautomatic control scenarios for complicated control sequences such

as emergency ventilation and smoke ejection for the subway section

of the rail line.

utilizing the Fiber-Optic Cable (CTS) as the transmissionmedium, the SCADA subsystem provides real-time monitoring,detection and annunciation of normal, abnormal and emergencyconditions, historic record-keeping, and supervisory control for

signals, track switches, and other ~emote equipment, from the

Central Control Facility. This facility was designed to

accommodate all communication equipment and computer systems

associated with the Metro Blue, Metro Green and Metro Red Lines

including the Green Line Automatic Train Control system.The SCADA system is fully redundant and independently

switchable between primary and backup. The system has no single

point for total failure. Approximately 5000 status inputs, 150analog inputs, and 700 control outputs are interfaced to the SCADAsystem, via 26 Remote Terminal Units (RTU's) located at passengerstations and traction power sUbstations. The SCADA system is

currently configured for 85 RTU's, which is more than adequate tohandle the Blue and Green Lines, plus the expansion of these two

..

lines. Updates of values and changes of state that are detected

by the RTU's are retained and transferred to the central SCADA

computer upon request. Every two seconds, the SCADA computer

interrogates each RTU for this updated information. Alarm

conditions are presented on the status board and console display

screens within a few seconds of the occurrence in the field.

Examples of SCADA functions follow:

1. Incident Reports

2. Crossing Gate Monitoring

3. Train Tracking

4. Emergency Control

5. Interface to Traffic Control System

SYSTEMS (3.0)

SAFETY AND SECURITY COMMDHICATIONS SYSTEM (S&SCS)

PUBLIC ADDRESS (PA)

(3.3)

The public address subsystem provides the capability to make

announcements from the CCF to individual or groups of passengers

at stations and/or on passenger vehicles. In some locations, the

PA system is also a part of the fire/life safety warning system.

The PA Subsystem provides for voice announcements to all

desired locations from the Central Control Facility (CCF) and/or

other desired locations. It is used to make announcements of

importance to transit passengers and employees and to provide

emergency information from local Emergency Management Panels

(EMF). Areas serviced by the PA Subsystem include:

-

l.

2.

3.

4.

5.

Passenger stations (PS)

Traction Power Substations (TPSS)

Communications and Signalling rooms/buildings

(C&S)

Central Control Facility (CCF)Main Yard Buildings and Wayside Areas (Y&S)

PA equipment furnished for the CCF, Main Yard Buildings and

wayside areas, and aerial passenger stations have zone paging

capabilities. The CCF consoles have the ability to access each

location individually or on a group-call basis. System status and

alarms are reported to the CCF via the SCADA Subsystem. Pre

recorded messages can be activated from the CCF for standard

conditions, by pushing a button on the controller's console. PA

announcements are routed to the passenger stations via the Pulse

Code Modulation (PCM) (Fiber-optic Cable), and to the Yard & Shopsvia the Telephone System.

CLOSED CIRCUIT TELEVISION (CCTV)

The CCTV SUbsystem provides visual surveillance of each

passenger station platform, fare vending equipment, and elevator

entrance areas to aid in security control and assistance topatrons. The CCTV camera pictures are routed to the CCF via a

7/8-inch coaxial trunk cable.

Each camera is monitored at the CCF by a designated 9-inch

monitor which can select any camera picture on the entire rail

system. In addition, a 19-inch monitor and video tape recorder

are provided for recording events of special interest by the

controller or transit police. System status and alarms are

reported to the CCF via the SCADA SUbsystem. All cameras are

protected by vandal resistant hardware.

IHTRUSION DETECTION

The Intrusion Detection SUbsystem provides security

surveillance of selected buildings and rooms and reports intrusion

violations via SCAOA for display at the CCF. Each selected area

is protected by entry or tempering switches.

-

FIRE DETECTION AND SUPPRESSION MONITORING (FDSH)

The FDSM subsystem provides monitoring of fire detectors and

suppression systems status devices via SCADA for display at the

CCF. Each communications equipment building/room is protected by

a Fire Alarm and Control Panel (FACP) with associated smoke and

heat detectors and Halon 1301 automatic discharge system for fire

suppression. In addition, the FACP panels at the CCF and Yard and

Shops also pre-arm the dry-standpipe fire sprinkler systems for

activation in the event a fire progresses beyond the point of

extinguishing by the Halon.

AUDIO RECORDER

A dual-transport, 40-track, audio recorder/playback unit is

provided to record message traffic on radio and telephone channels

in the CCF on a per-console basis. The tape transport is dual

redundant to continue recording in the event of a failure in

either one transport, or a recording channel.

S Y S T EMS C3.0)

RADIO SYSTEM (3.4)

The Radio System is the main communications link between the

light rail vehicles and the Central Control Facility (CCF). It is

part of the Transit Radio System (TRS), a computer-aided radio

dispatch system serving both bus and light rail. Included in the

sUbsystem is the ability to gather certain data from light rail

vehicles and provide vehicle location data to the CCF.

The Radio System provides two-way voice and data

communication between the CCF and the light rail vehicles over the

entire light rail system territory, utilizing six (6) of the new800 MHz bus channels for the LRT communication systems. Shared

bus/rail operations on 800 MHz will provide rail sub-group

operation with rail priority over bus operations.

Rail system design provides open voice channels so that all

dispatch transmissions are heard, and in the case on duplex

channels, all transmissions are heard by all vehicles. All rail

lines function independently via a different sub-fleet or sub-tone

operation. The LRT Radio System will provide four radio channelsfor functions listed below:

1. Operations

2. Emergency Communications

3. Data and Paging

4. Yard and Maintenance

Each light rail vehicle is equipped with one (1) radio and

logic unit, two control head units (one on each end of the car in

the operator's compartment), and one (1) vehicle location system

unit. Special features provided are: access to the on-board

Public Address system by the LRT central control dispatcher,

passenger and cab-to-cab intercom system, individual call, group

call and/or all-call, and includes the capability to make a one

way public address announcement by the LRT central control

dispatcher. TWo-way message capability for other functions are

also provided.

Each operator will also be equipped with a portable radio for

communications to LRT central control when away from the train

operating compartment.

The LRT Radio System will operate above ground and below

ground. In the downtown Los Angeles area where LRT will interface

with Metro-Rail, LRT is underground for approximately 3500 feet.

TRAIN TRACKING

The Transit Radio System (TRS) computer in the CCF will be

responsible for periodically polling each train and providing

train tracking information to the SCADA system. Trains will

communicate with base stations by radio; the base stations then

relay the communications via microwave to the TRS computer, which

then communicates to the SCADA system.

signposts along the right-of-way will provide reference

points by which trains can indicate their position. Incoming

transmissions from trains include vehicle, consist and operatoridentification, the odometer reading, the last two signposts

passed by the train, and on-board alarm conditions.

The SCADA system will use the information received from the

train, along with switch position and track topology information

to compute and display the position of each train relative to

street crossings and passenger stations that are shown on the CRT

displays. The SCADA system also will use the information toanticipate arrival of a train at subsequent signposts and will

generate an alarm if the appropriate signpost is not detected.

Upon entry of a consisted train into the controlled area of the

rail system, it shall transmit the Location polling data, and the

following:

a. Work Run Number

b. Operator Badge/ID Numberc. Consist Vehicle Serial Numbers

Location polling of rail passenger vehicle will be scanned

every 10 seconds for the following data:

a. Train run numberb. Present odometer register

c. Last sign post number

d. Sign Post number previous to last sign post

All data links will be redundant between LRT!TRS and SCADA.

-

S Y S T E K S (3.0)

TELEPHONE SYSTEM (3.5)

The Telephone service for the rail system is part of a large,

multi-nodal telephone system operated by the Southern California

Rapid Transit District. A major node of the system is located

at the LRT Central Control Facility (CCF) and is served by a

digital electronic private automatic branch exchange (EPABX), aNorthern Telecom SL-l. In addition, an independent satellite

EABX, connected to the CCF EPABX by the LRT CTS system, is locatedin the Main Yard to service that facility.

The EPABX provides all Administrative (ATEL), Emergency

(ETEL), Passenger Assistance (PTEL), Maintenance (MTEL) and

Special Telephone Service (STEL) throughout the light rail

territory.

The Telephone System provides the switching required to

support dial and direct line telephone service throughout the rail

system. The LRT CTS system provides the transmission facility for

all telephone subsystems remote to the CCF or Main Yard.

SYSTEMS (3.0)

FARE COLLECTION (3.6)

The fare qollection system for the Metro Blue Line Rail

Transit Project consists of ticket vending machines (TVM's) for

the purchase of tickets. Ticket validity will be verified by

roving fare inspectors. The ticket vending machine components are

mounted for easy inspection, repair and/or removal. The cabinet

is a stainless steel weldment with hidden hinges and mUltipoint

high security locking system. Remote security alarms are provided

as standard equipment. The TVM's have ability of accepting

nickels, dimes, quarters and Susan B. Anthony dollar coins, tokens

of up to two different sizes and dollar bills in $1, $5, $10 and

$20 denominations. The TVM's print small size 1" x 3" tickets by

utilizing a dot matrix printer with cartridge ribbon. Ticket

stock is fed from 2 rolls into a printer. The TVM's operate on

standard 115 volts A.C. single phase, 15 amps with a battery

backup.

The L.A. TVM's are among the first in the u.s. to utilize a

CRT display for instructions to the Patron on what to do next in

order to bUy a ticket. This will be done in English or at the

Patron's selection in Spanish.

The TVM's will escrow dollar bills and return them to the

Patron if the sale is aborted. This will preclude counterfeiters

from tendering bogus bills, aborting the sale and receiving valid

bills. The Long Beach TVM's are the first in the nation to report

all data to a central computer such as cash received, tickets

sold, serial numbers of cash box, etc. This is done by a

dedicated phone line to each station from Central Control.

S TAT ION S (4.0)

The station superstructures consists of construction of the

platforms, ramps and shelters on previously constructed

foundations as provided in the appropriate civil line section

contracts. The construction includes traffic maintenance, all

architectural finishes, domestic water, fire protection system,

station electrical, traction power, signaling and communication

cabling in conduits provided by the appropriate civil line section

contracts. The station platforms are on average approximately 220

feet long. The stations at-grade are covered by a canopy for a

distance of one third their length, while the aerial stations, on

the other hand, are covered for approximately 80% of their

length.

The station classification and location are as follows:

-

station Type

1. Subway - Double side Platform(Interface of MetroBlue with Metro Red Line)

2. At-Grade - Center Platform

3. At-Grade - Side Platform

4. Aerial - Center Platform

5. Combined At-Grade & Aerial(Interface of Metro Blue withMetro Green Line)

station Name

7th & Flower

Pico, San Pedro,Washington, Vernon,Florence, 103rd, Compton,Artesia, Wardlow, Willow,Pacific Coast Highway,Anaheim and Transit Mall

5th st., 1st. st. andPacific

Slauson, Firestoneand Del Arno

Imperial

A typical At-Grade - Center Platform Station is shown in

Exhibits U and V.

VEHICLES (5.0)

-

I.

REVENUE VEHICLES (5.1)

GeneralContractor: sumitomo Corporation of Americacar Manufacturer: Nippon Sharyo, Japan

Nllwher of cars: 54 .

Type: Three truck, articulated car for surface, subway,and elevated operation.

Power: Nominal 750 VDC from an overhead catenary.Dimensions: Length over anticlimbers -87 feet.

Length over couplers - 89 feet

Width of carbody at floor - 8 feet 8-3/4 inches.Height over roof - 11 feet 6 inches over TOR.

Floor height - 39 inches over TOR.

Truck centers - 31 feet.Truck wheelbase - 6 feet 2-51/64inches.Wheel size(new) - 28 inches diameter.

Passenger Loading: High level, through 4 bi-parting sliding

doors per side.

Doorway width: 4 feet.

Doorway height: 6 feet 6 inches.

Seats: 76

Standees: 159 at 6/m2.

weight Empty: Approximate average wt. 98,500 lbs.Fare Collection: Off car, proof of payment.

Performance: Acceleration to base speed: 3.0 mphps.service braking: 3.5 mphps.

Emergency braking: 4.0 - 6.0 mphps (includingtrack brakes).Maximum operating speed: 55 mph.

Wayside Design Parameters: Maximum superelevation: 6"

Minimum radius horizontal: 82 feet.

Minimum radius vertical curve:

1640 feet (crest or sag).

II. Mechanical

carbody: Welded LAHT steel, 2g buff strength.

(Subcontractor: Nippon Sharyo, Ltd.)

Articulation: Ball and socket type. (Subcontractor: Nippon- sharyo)

Couplers: Tightlock mechanical with side mounted automatic

electric heads, cantilever mounting, energy absorbing shaft.

(Subcontractor: Ohio-Brass)

Trucks: Fabricated steel, inboard journals, chevron rubber

primary suspension, pneumatic secondary suspension, ball

bearing ring connection to carbody (motor trucks).

(Subcontractor: Nippon Sharyo, Ltd.)

Wheels: Resilient, steel hub. Bochum 54. (Subcontractor:

Penn Machine)

Doors: Pneumatically operated, one engine per door leaf,

trainlined and local passenger control, sensitive edge

obstruction sensing. (Subcontractor: Vapor Corporation)

Operators Position: Enclosed cab at each end.

III. PropulsionManufacturer: Asea Brown Boveri .

Drive: Monomotor with right angle drive on end trucks(gearbox by Flender). Flexible axle couplings.Traction Motor: Type, DC series wound. Rating 245 kW (one

hour), 217 kW (continuous) per motor, nominal 750 VDC. Self

and force ventilated.

Control: Dual choppers (one per motor truck) in singleenclosure, automatic field weakening, fUlly-blended

rheostatic/regenerative dynamic braking. Spin-slide controlwith two levels of correction sensing differential axle speedand axle acceleration (controls friction brake also).

Master Controller: Single handle with fore and aft movement,

also contains deadman feature.High Speed Circuit Breaker: Electrically operated withoverload detection, and different current sensing

(for propulsion only).

IV• Friction BrakesManufacturer: Knorr.Type: Air apply service and emergency braking on all axles.

Spring applied parking brake on end trucks (with mechanical

release).

Discs: One on each end truck axle, two on each center truck

axle.Control: Separate systems for each truck, analog pressurecontrol, blended with dynamic brakes on end trUCks, fixed

proportion on center truck.

Sand: Manual operation and automatic operation in emergency

braking, both rails sanded ahead of lead truck of each car oftrain.

Track Brakes: Two articulated track brakes on each truck,

low voltage operated.

V. Auxiliary Electrical

Pantograph: single arm, steel, floating shoe with two carbon

strips, pneumatically lowered and spring raised

(Subcontractor: Stemmann)

Protection: - Roof fuse (two parallel elements).

(Subcontractor: Carborne Ferraz)

- Lighting arrestor.

- High Speed "Circuit Breaker (for auxiliaries

only), electrically operated, magnetic stick.

(Subcontractor: Asea Brown Boveri)

Motor Alternator Set: 120/208 VAC 3 phase, 55 KVA output,

self-ventilated. (Subcontractor: stone Safety)

Low Voltage Power SUpply: Regulated rectifier from MIA set

output, 37.5 VDC nominal, 8 kW output. (Subcontractor:

Stone Safety)

Battery: Nickel-Cadmium, 25-cell, 160 Ah/cell, pUll-out

battery box. (Battery subcontractor: SAFT)

VI. HVAC

Air conditioning: Unitized with semi-hermetically sealed

compressors, one unit per body section, 208 VAC 3-phase

operation from MIA set output, Freon 22 refrigerant, 14.4

tons of capacity per car (2 units). (Subcontractor: Stone

Safety)

Heat: Overhead heat as part of unitized air conditioning,

750 VDC powered, 24 kW per car (2 units). (Subcontractor:

Stone Safety)

cab Beat: Separate cab heaters and demisters, 120 VAC

powered. (Subcontractor: Teleweld)

VII. other Systems

Seats: Cross and knee to back seating. stainless steel

frames with upholstered inserts. Fold-up longitudinal seatsat end doorways for wheelchair area.

Interior Lighting: Two rows of warm white fluorescent tUbes

in fixtures combined with air diffusers, 120 VAC powered

(37.5 VDC powered for emergency lighting in doorway areas).

(Subcontractor: Trans-Lite)Radio: Authority furnished, FM mUlti-channel, with digital

data unit.Intercaa/Public Address Systea: Inter cab and passenger to

cab intercom, cab to passenger and radio to passenger pUblic

address. (SUbcontractor: Comco)

ATP: six aspect cab signal system with speed control, 100 Hz

carrier frequency. (SUbcontractor: General Railway Signal;

Consultants, RTS).TWC: Active train to wayside communication system.

(Subcontractor: General Railway Signal; Consultants, RTS).

CONTRACT BREAKDOWNBY ELEMENT

r!



METRO BLUE LINE Rail Transit Project

Project Composite Capital Cost Report BY: Djalil H. Abadi I David ChambersContract Breakdown By Element Date: August - 1990

Contract Description Element Element Contract

Element Description Code COST Current Forecast

Flower Street Station Shell - Cl1S $23,882,000GUideway - Subway - Direct Fixation 1,510 $7,164,600

Station - Subway - Double Side Platform 4,210 16,717,400

Flower Street Station Finishes - C116 7, 168,000Station - Subway - Double Side Platform 4,210 7,168,000

Flower Street Subway - C117 22,695,000Guideway - Subway - Direct Fixation 1,510 15,143,448Guideway - Retained Cut - Direct Fixation 1,610 2,234,230

System - Signal - Ductbank 3,121 199,494System - Power - Ductbank 3,221 48,875

System - S&S Comm. - Ductbank 3,321 199,494

Special Condo - UR - SW - Elec. 6,230 150,885

Special Condo - UR - SW - SD 6,250 995,834

Special Condo - UR - SW - SS 6,260 2,057,024

Special Condo - RW Changes - C&G 6,610 190,261

Special Condo - RW Changes - Paving 6,620 443,942

Special Condo - Environ. - Visual - SW 6,720 1,031,513

LA CBD Approach - C140 43,600,000Guideway - At Grade - Embedded - Doubl 1,140 11,611,061

System - Signal- Ductbank 3,121 686,924

System - Signal- XP - TS 3,131 2,201,379

System - Power - Ductbank 3,221 2,151,176

System - Power - Pole Found. 3,222 495,826


Station - At Grade - Center Platform 4,110 717,535

Special Condo - UR - ST - Elec. 6,130 1,992,576

Special Concl. - UR - ST - Water 6,140 1,189,569

Special Condo - UR - ST - 5D 6,150 5,281,851

Special Concl. - UR - ST - 5S 6,160 1,728,534

Special Concl. - UR - 5T - Power 6,170 11,939,969

Special Condo - Demo. - Building 6,510 65,605


Special Concl. - RW Changes - Paving 6,620 859,577

Special Condo - Environ. - Visual - SW 6,720 1,712,480

Page 1 Of 14 (Contract Breakdown)

TAANSCAL - PROJECT CONTROL - ESTIMATING


- METRO BLUE LINE Rail Transit Project

Project Composite Capital Cost ReportContract Breakdown By Element

Contract DescriptionElement Description

Satellite Yard To LA River - C2125Guideway - At Grade - Ballasted

Guideway - At Grade - In Pavement Ballas

GUideway - NR - Stor. ML - AG - B

Guideway - NR - Conn. GL - AG - B

Guideway - RR - SPTC

System - Signal- Ductbank

System - Signal- XP - TS

System - Power - Ductbank

System - Power - Pole Found.

System - S&5 Comm. - Ductbank

Station - At Grade - Center Platform

Special Condo - UR - ST - £Iec.

Special Condo - UR - ST - Water

Special Condo - UR - ST - S5

Special Condo - UR - ST - Power

Special Condo - RW Changes - C&G

Special Condo - RW Changes - Paving

Special Condo - Environ. - Visual - 5idewa

Aerial Structure - C435Guideway - At Grade - Ballasted

Guideway - Aerial - Direct Fixation

Guideway - Retained Fill- Ballasted

Guideway - NR - Ace. - RF - B

Guideway - NR - Ace. - AR - B




System - S&S Comm. - Ductbank

Station - Aerial- Center Platform

Special Condo - UR - ROW - SD

Special Condo - UR - ROW - S5

Element

Code

1,120

1,130

1,750

1,770

1,910

3,121

3,131

3,221

3,222

3,321

4,110

6,130

6,140

6,150

6,170

6,610

6,620

6,720

1,120

1,210

1,320

1,720

1,730

3,121

3,221

3,222

3,321

4,310

6,350

6,360

BY:Date:

Element

COST

$13,511,519

3,829,314

101,863

277,021

6,729,715

2,185,902

1,746,016

1,655,471

749,069

2,185,902

1,868,646

487,846

92,993

4,977,455

417,326

1,303,507

3,041,516

2,588,102

610,100

22,920,706

982,668

353,315

2,992,560

628,601

878,120

127,372

628,600

1,662,497

302,098

13,365

Djalil H. Abadi / David ChambersAugust - 1990

Contract

Current Forecast

$47,749,183

32,100,000





Project Composite Capital Cost Report BY: Djalil H. Abadi / David ChambersContract Breakdown By Element Date: August - 1990



Firestone Bridge - C415 $12,000,000Guideway - At Grade - Ballasted 1,120 $498,256

Guideway - Aerial- Ballasted 1,220 2,222,619

Guideway - Retained Fill - Ballasted 1,320 1,955,788

System - Signal - Ductbank 3,121 231.664

System - Power - Ductbank 3.221 463,329

System - Power - Pole Found. 3.222 69.275

System - S&S Comm. - Ductbank 3.321 231,664

Station - Aerial - Center Platform 4.310 1,301,866

Special Condo - UR - ST - SD 6.150 172,630

Guideway - RR - SPTC 1,910 4,408,512

Special Condo - Demo. - Bridges 6.420 444,398

Rosecrans Ave LRT Overpass - C4360 5,248,000- Guideway - At Grade - Ballasted 1,120 145,833

Guideway - Aerial - Direct Fixation 1,210 3,672,176

Guideway - Retained Fill - Ballasted 1,320 1,356,770


System - Power - Ductbank 3,221 3,550



Compton Creek Bridge - C455 1,808,844Guideway - Aerial - Ballasted 1,220 1,466,227

Guideway - Retained Fill - Ballasted 1,320 97,496

Guideway - Elevated Fill- Ballasted 1,420 93,467

System - Signal - Ductbank 3,121 33,748

System - Power - Duetbank 3,221 33,748



Special Condo - UR - ST - SD 6,150 41,336

LA River Bridge Piers - C424 904,696Guideway - Aerial- Ballasted 1,220 904,696




, METRO BLUE LINE Rail Transit Project


'>: Contract Description Element Element Contract

Element Description Code COST Cu"ent Forecast

f LA River Bridge - C425 $365,430Guideway - Aerial- Ballasted 1,220 $2,061,344

GUideway - Elevated Fill - Ballasted 1,420 145,163





LA River To Willow Station - C315 2,889,028GUideway - At Grade - Ballasted 1,120 312,191

GUideway - Elevated Fill - Ballasted 1,420 276,062






Special Condo - UR - ROW - W 6,340 6,176

Special Condo - UR - ROW - SD 6,350 244,565

Willow Sta. To 10th St. - C325 21,085,000Guideway - At Grade - Ballasted 1,120 248,868

Guideway - At Grade - Embedded - Doubl 1,140 10,978,628


System - Signal- XP - TS 3,131 1,576,753

System - Power - Ductbank 3,221 1,312,582




Special Condo - UR - St. - E 6,130 767,498

Special Condo - UR - St. - SD 6,150 1,000,906


Special Condo - RW Changes - Paving 6,620 1,604,398

Special Condo - Environ. - Visual- SW 6,720 928,673





Project Composite Capital Cost ReportContract Breakdown By £Iement

~ Contract DescriptionElement Description

t Long Beach Loop - C3270Guideway - At Grade - Embedded - Doubl

Guideway - At Grade - Embedded - Single

Guideway - NR - Stor. ML - AG - EM

Guideway - Special TW - DiamondX-ing


System - Signal - XP - TS




Station - At Grade - Center Platform

Station - At Grade - Side Platform

Special Cond. - UR - St. - E

Special Cond. - UR - St. - SD

Special Condo - UR - St. - Power

Special Condo - RW Changes - C&G

Special Condo - RW Changes - Paving

Special Conti - Environ. - Visual- SW

Railroad Relocation & Roadwork - C235Guideway - Railroad Relocation - MC-5

MC-5 Utility Relocation - C420Guideway - Railroad Relocation - MC-5

Rosecrans Ave / Alameda Overpass - C421Guideway - Railroad Relocation - MC-5

Compton Creek SPTC Bridge - C4510Guideway - Railroad Relocation - MC-5

BY: Djalil H. Abadi / David ChambersDate: August - 1990

Element Element Contract

Code COST Current Forecast

$23,380,0001,140 $1,288,316

1,150 5,456,669

1,760 325,970

1,850 36,219

3,121 663,369

3,131 6,579,946

3,221 1,008,318

3,222 342,090

3,321 663,368

4,110 261,164

4,120 458,454

6,130 884,083

6,150 608,395

6,170 454,831

6,610 956,917

6,620 2,232,807

6,720 1,159,083

15,700,0001,920 15,700,000

3,000,0001,920 3,000,000

8,765,0001,920 8,765,000

2,500,0001,920 2,500,000


TRANSCAL - PROJECT CONTROL - ES1"IMATING


AETRO BLUE LINE Rail Transit Project

'roject Composite Capital Cost ReportContract Breakdown By Element

";ontract DescriptionElement Description

LRT Trackwork Installation - C258, C258SGuideway - At Grade - Ballasted

Guideway - Aerial- Direct Fixation

Guideway - Aerial- Ballasted

Guideway - Retained Fill - Ballasted

Guideway - Elevated Fill - Ballasted

Guideway - Subway - Direct Fixation

Guideway - Retained Cut - Direct Fixation

Guideway - NR - Ace. - AG - B


Guideway - NR - Ace. - AR - B

Guideway - NR - Stor. YD - AG - B

Guideway - NR - Stor. ML - AG - 8

GUideway - NR - Conn. GL - AG - B

Guideway - At Gracie -In Pavement Ballasted



System - Signal- XP - TS



Guideway - Special TW - TIO #10

Guideway - Special TW - TIO Equalateral

GUideway - Special TW - )(/0 Single

Guideway - Special TW - )(/0 Double

Guideway - Special TW - Diamond X-ing

Guideway - Special TW - DF, )(/0 Double

Special Trackworlc Procurement - P830, P835Guideway - Special TW - TIO #10

Guideway - Special TW - TIO Equalateral

Guideway - Special TW - )(/0 Single

Guideway - Special TW - )(/0 Double

Guideway - Special TW - Diamond X-ing

Guideway - Special TW - DF, )(/0 Double

Element

Code

1,120

1,210

1,220

1,320

1,420

1,510

1,610

1,710

1,720

1,730

1,740

1,750

1,770

1,130

1,910

3,121

3,131

3,221

3,321

1,810

1,820

1,830

1,840

1,850

1,860

1,810

1,820

1,830

1,840

1,850

1,860

BY:Date:

Element

COST

$8,699,944

1,411,308

204,773

931,070

516,220

496,125

73,756

370,226

112,982

87,687

556,478

150,709

39,385

614,802

175,404

19,932

19,932

39,865

190,054

405,735

28,469

142,365

35,490

14,238

328,049

1,443,652

101,240

927,110

165,766

363,825

337,532

Djalil H. Abacii I David ChambersAugust - 1990

Contract

Current Forecast

$15,665,000

3,333,125

Page 6 Of 14 (Contract Breakdown



,METRO BLUE LINE Rail Transit Project


, ~ Contract Descnption Element Element Contract


, ! Concrete Ties. R Rails & Fasteners- PStS. P0822 & P09t0 $13.032,226Guideway - At Grade - Ballasted 1,120 $6,118,437

Guideway - At Grsde - In Pavement Ballasted 1,130 163,987

Guideway - At Grade - Embedded - Double 1,140 2,495,172

Guideway - At Grade - Embedded - Single 1,150 825,711

Guideway - Aerial - Direct Fixstion 1,210 430,984

Guideway - Aerial- Ballasted 1,220 142,804

Guideway - Retained Fill- Ballasted 1,320 649,308'•..-,

Guideway - Elevated Fill- Ballasted 1,420 360,000

Guideway - Subway - Direct Fixation 1,510 151,506

-, Guideway - Retained Cut - Direct Fixation 1,610 22,524

Guideway - NR - Acc. - AG - B 1,710 445,034

Guideway - NR - Acc. - RF - B 1,720 135,811

Guideway - NR - Acc. - AR - B 1,730 105,406

Guideway - NR - Stor. YO - AG - B 1,740 668,920

.~ Guideway - NR - Stor. ML - AG - B 1,750 210,203

GUideway - NR - Stor. ML - AG - EM 1,760 51,487

GUideway - NR - Conn. GL - AG - B 1,770 54,933

Wood Ties - P825 2,345,398Guideway - Special TW - TIO #70 1,810 223,501

Guideway - Special TW - TIO cqualateral 1,820 76,868

Guideway - Special TW - XlO Single 1,830 50,604

Guideway - Special TW - XlO Double 1,840 4,217

Guideway - Special TW - Diamond X-ing 1,850 76,868

Guideway - RR - SPTC 1,910 2,033,340


TRANSCAL - PROJECT CONTROL - ESTIMA1-ING

LOS Angeles County Transportation Commission

-,fETRO BLUE LINE Rail Transit Project

'roject Composite Capital Cost Report BY; Djalil H. Abadi / David ChambersContract Breakdown By Element Date: August - 1990

';ontract Description Element Element Contract


Wain Yard and Shops - C560 $26,350,327Guideway - NR - Ace. - AG - B 1,710 $618,013

Guideway - NR - Stor. YO - AG - B 1,740 928,707

Yard - Site Work - Improvements 2,210 1,302,148

Yard - Site Work - Utilities 2,220 1,361,674

Yard - System - Signal 2,310 838,105

Yard - System - Power 2,320 1,015.812

Yard - System - S&S Comm. 2,330 838,105

Yard - Vehicle Shop - Building 2,410 8,960.977

Yard - Vehicle Shop - Electronics 2,420 1,129,881

Yard - Vehicle Shop - Cranes 2,430 336.202

Yard - Vehicle Shop - Car Hoist 2,440 1,266,763

Yard - Vehicle Shop - Truck Turntable 2,450 217.331

Yard - Vehicle Shop - Truck Repair Hoist 2,460 130.082

Yard - Oper. Center - Building 2,510 3,644.778

Yard - Oper. Center - Electronics 2,520 680,810

Yard - Oper. Center - Car Wash 2,530 511,121

Yard - Oper. Center - Wheel Truing 2,540 334,662

Yard - Paint Shop - Building 2,610 1,100,474

Yard - Paint Shop - Electronics 2.620 453,873

Yard - Paint Shop - Spsry Booth 2,630 591,957

Special Condo - VR - ROW - Other 6,380 88.854- 2,467,635Yard Access Road - C550Yard - Access Road - Roadway 2,110 838,996

Yard - Access Road - Bridge 2,120 1,628,639

Wheel Truing Machine - HOBBO 810,000Yard - Oper. Center - Wheel Truing 2,540 810,000

Light Rail Vehicle Wash Equipment - HOBBS 448,275Yard - Oper. Center - Car Wash 2.530 448,275

tift, Loader & Handling Truck - P0853 150,000Yard - Equip. - Material Handling 2,710 150,000

Carts, Generator & Compressor - P0854 44,000Yard - Equip. - Testing & Tools 2,720 44,000



222,365

181,935

170,700


Element Contract

COST Current Forecast

$600,000$600,000

70,00070,000

20,00020,000

6,100,0005,490,000

610,000

21,432,500885,679

5,315,708

4,762,752

4,618,426

4,897,128

952,809

1,216,366729,820

243,273

243,273

17,500,000692,666

1,011,073

11,325,433

1,905,017

2,565,811

575,000

2,730

2,811

2,812

2,740

2,740

2,320

3,211

3,212

3,213

3,214

3,221

3,111

3,211

3,311

Element

Code


Los Angeles County Transponation Commission


Project Composite Capital Cost ReponContract Breakdown By Element

Miscellaneous Shop Equipment - P860Yard - Equip. - Misc.

Shop Testing Equipment - P870Yard - Equip. - Testing & Tools

Shop Tools - P875Yard - Equip. - Testing & Tools

Genteral Control Facilities - C245Yard - CCF - Build. - Structure

Yard - CCF - Build. - Site Work

Traction Power Equipment, P&I- H811Yard - System -Power

System - Power - TPSS - Build.

System - Power - TPSS - H 1500KW

System - Power - TPSS - H 3000KW

System - Power - TPSS - Inst.


TPSS And CIS Civil Site Work - C4700System - Signal- C&S - Building

System - Power - TPSS - Building

System - C&S Comm. - C&S - Building

Overhead Contact System - H812Yard - System - Power 2,320

System - Power - Ductbank 3,221

System - Power - Poles & Components 3,222

System - Power - Wire - T 3,223

System - Power - Wire - M 3,224

Procure & Install Transit Power Equipment P0920 &P0930System - Power - TPSS - HW - 1500KW 3,212

System - Power - TPSS - HW - 3000KW 3,213

System - Power - TPSS -Install 3,214





Project Composite Capital Cost ReportContract Breakdown By Element


Element

Code

BY:Date:

Element

COST

Djalil H. Abadi / David ChambersAugust - 1990

Contract

Current Forecast

Communication Reimbursements To RID - H0940System - Signal- Data Collec. Hardware


System - S&S Comm. - Data Collee.

System - S&S Comm. - CCTV

System - S&S Comm. - P.A. System

System - S&S Comm. - F.A. System

System - Comm. - Radio

System - Comm. - Telephone

Transit Signaling - H825Guidway - R R - SPTC - Signal

Yard - System - Signal

Yard - System - Signal

System - Signal - Wayside - Cable

System - Signal - Wayside - Cable

System - Signal - XP - Gate - HW

System - Signal - XP - Gate - Install

Supervisory Control & Data Acuisition - H831Yard - CCF - Mimic Soard - Signal

Yard - CCF - Mimic Board - Traction Power

Yard - CCF - Mimic Board - S&S Comm.

Yard - CCF - Mimic Board - Fare Collection

Yard - CCF - Mimic Board - Environ.

Yard - CCF - Camp. System - Hardware

Yard - CCF - Camp. System - Software

System - Signal - Data Collee. Hardware

System - Signal- Data Collee. Install

System - Power - Data Collee. Hardware

System - Power - Data Collee. Install

System - S&S Comm. - Data Collee. Hardware

System - S&S Comm. - Data Collec. Install

3,112

3,121

3,312

3,331

3,332

3,333

3,410

3,510

1,910

2,310

2,310

3,122

3,122

3,132

3,133

2,821

2,822

2,823

2,824

2,825

2,831

2,832

3,112

3,113

3,212

3,213

3,312

3,313

$200,089

200,089

200,089

122,226

54,323

363,963

943,859

69,262

45,814

390,174

881,954

5,142,624

10,498,485

353,308

552,641

1,045,828

1,045,828

448,212

298,808

149,404

376,504

265,343

372,342

116,349

372,342

116,349

372,342

116,349

$2,153,900

17,865,000

5,096,000




• METRO BLUE LINE Rail Transit Project

. Project Composite Capital Cost Report BY: Djalil H. Abadi / David ChambersContract Breakdown By Element Date: August - 1990



, Cable Transmission System - H832 $10,400,000System - Signal- Hardware 3,112 $462,050

System - S&S Comm. - Hardware 3,312 462,050

System - Signal- Building 3,111 1,131,103

System - S&S Comm. - Building 3,311 1,131,103

Yard - System - Signal 2,310 257,475


Yard - CCF - Mimic Board - S&S Comm. 2,823 452,322

Yard - CCF - Mimic Board - Signal 2,821 452,322

System - Signal - Cable 3,122 2,897,050

System - S&S Comm. - Cable 3,322 2,897,050

Radio System - H833 1,578,000System - Radio Comm. - Hardware 3,410 1,104,600

System - Radio Comm. - Install 3,420 473.400

Telephone System - H834 992,000System - Telephone - Hardware 3,510 744,000

System - Telephone - Install 3,520 248,000

Safety &Security Communication System - H836 4,275,000Yard - System - S&S Comm. 2,330 151,458




System - S&S Comm. - Cable 3,322 1,224,857

System - S&S Comm. - CCTV System 3,331 874,898

System - S&S Comm. - P.A. System 3,332 962,388

System - S&S Comm. - F.A. System 3,333 437,449

Fare Collection System - H840 6,000,000Yard - CCF - Mimic Board - FC 2,824 80,464

System - FC - TVM - Hardware 3,611 2,598,310

System - FC - TVM - Install 3,612 1,232,966

System - FC - TVM - Spare 3,613 408,030

System - FC - Money Carts 3,621 72,399

System - FC - Option - 1 3,631 1,607,830





Project Composite Capital Cost Report BY: Djalil H. Abadi I David ChambersContract Breakdown By Element Date: August - 1990

. Contract Description Element Element Contract


- Revenue Trucks - P0857 $85,000System - FC - Cash C - Rev. Trucks 3,622 $85,000

Landscaping Mid Conidor - C275 1,786,000Station - At Grade - Center Platform 4,110 380,956

Station - Aerial- Center Platfrom 4,310 104,497

Station - Park & Ride - Parking 4,410 1,209,122

System - Signal- Buile!. Landscap 3,111 10,573

System - Power - Build. Landscap 3,211 14,097

System - S&S Comm. - Build. Landscap 3,311 10,573

Special Condo - Environ. - Visual - LS 6,720 56,183

_Long Beach Landscaping - C355 2,220,000Station - Park & Ride - Parking 4,410 339,317

System - Signal- Build. Landscap 3,111 84,760

System - Power - Build. Landscap 3,211 113,013

System - S&S Comm. - Build. Landscap 3,311 84,760

Special Cone!. - Environ. - Visual- LS RO 6,720 79,907

Special Condo - Environ. - Visual - LS ST 6,720 1,518,242

Graphics & Signs - H860 1,675,000Yard - Vehicle Shop - Building 2,410 6,054

Yard - Operation Center - Building 2,510 6,054

Yard - Paint Shop - Building 2,610 6,054

Yard - CCF - Building - Structure 2,811 6,054


Station - At Grade - Side Platform 4,120 112,205

Station - Park & Ride - Parking 4,410 93,562

Station - Subway - Double Side Platform 4,210 49,900

Station - Aerial - Center Platform 4,310 71,065

Special Condo - Environ. - Signage 6,730 949,943

LA - MD Station Superstructures - C265 18,753,000Station - At Grade - Center Platform 4,110 8,094,064

Station - Park & Ride - Parking 4,410 5,012,180

Station - Aerial- Center Platform 4,310 5,646,757


TRANSCAL - PROJECT CONTROL - ESTIMATrNG

34,339

22,893

14,308

57,232

64,386

35,770

28,616

28,616


Element Contract

COST Current Forecast

$7,800,000$3,840,694

2,170,948

1,582,775

205,583

366,826253,576

113,250

3,781,5003,749,000

32,500

2,100,0001,999,222

100.778

78,136,12978,136,129

680,000680,000

783,000783,000

340,000340,000

286,158

4,110

4,120

4,410

6,410

5,110

4,510

6,720

5,220

5,210

5,230

6,310

6,320

6,330

6,340

6,350

6,360

6,370

6,380

Element

Code


-os Angeles County Transportation Commission


:Jroject Composite Capital Cost ReportContract Breakdown By Element

long Beach Station Superstructures - C335Station - At Grade - Center Platform

Station - At Grade - Side Platform

Station - Park & Ride - Parking

Special Condo - Demo. - Build.

Artisea / Del Amo Storage Sites - C276Station - Park & Ride - Parking 4,410

Special Condo - Demo. - Build. 6,410

Reimbursements to RTD - H0950, 55, 60, 65, 70 & 75Station - Subway - Double Side Platform 4,210

System - Power - Hardware 3,212

Pedestrian Overpasses - CS10Station - Overpasses - Pedestrian

Special Condo - Environ. - Visual - LS

" Light Rail Vehicles - P865Vehicles - LRV

Hi Rail Trucks - POBS1Vehicles - NR - Hi Rail Trucks

Mobile Crane & Car Mover - P852Yard - MOW - Mobile Crane &Car Mover

Trucks, Sedans & Vans - P0856Vehicles - NR - Trucks & Vans

Utility Exploration Program - C490Special Condo - UR - ROJov, Gas

Special Condo - UR - ROW, Telephone

Special Condo - UR - ROW, Elee.

Special Cond. - UR - ROW, Water

Special Condo - UR - ROW, SD

Special Condo - UR - ROW, S5Special Condo - UR - ROJov, Power

Special Condo - UR - ROW, Other








RTD Utility Relocation - C114 $1,616,600Special Condo - UR - SW, Gas 6,210 $193,992

Special Condo - UR - S~ Telephone 6,220 129,328

Special Condo - UR - S~ Elec. 6,230 80,830

Special Condo - UR - SW, Water 6,240 323,320

Special Condo - VR - SW, 5D 6,250 363,735

Special Condo - UR - SW, 55 6,260 202,075

Special Condo - UR - SW, Power 6,270 161,660

Special Condo - VR - SW, Other 6,280 161,660

Flower Street Utility Relocation - C119 1,104,453Special Condo - UR - ST, Gas 6,110 132,534

Special Condo - UR - ST, Telephone 6,120 88,356

Special Condo - UR - ST, Elec. 6,130 55,223

Special Condo - UR - ST, Water 6,140 220,891

Special Condo - UR - ST, SD 6,150 248,502

Special Condo - UR - ST, S5 6,160 138,057

Special Condo - UR - ST, Power 6,170 110,445

Special Condo - UR - ST, Other 6,180 110,445

Water Relocation /2Oth - Manville 1,475,239Special Condo - UR - ST, Gas 6,110 73,762

Special Condo - UR - ST, Telephone 6,120 36,881

Special Condo - UR - ST, Elec. 6,130 22,129

Special Condo - UR - ST, Water 6,140 1,180,191

Special Condo - UR - ST, SD 6,150 110,643

Special Condo - UR - ST, SS 6,160 36,881

Special Condo - UR - ST, Power 6,170 7,376

Special Condo - UR - ST, Other 6,180 7,376- LA River Bridge Demolition - C423 139,000

Special Condo - Demo. - Bridges 6,520 139,000Misc. Construction Services - C4710 550,000

Special Condition - Environ - Other 6,740 550,000Systemwide Fencing - C495 6,202,600

Special Condo - Environ. - Safety & Protection 6,710 6,202,600Hazardous Waste Removal- C6100 100,000

Special Condo - Environ. - Other 6,740 100,000


ELEMENT COST MATRIX

!i

\

m....m~mZ~

()o~~)lo-I:DX

ELEMENT COS T MATRIX

This Element Cost Matrix is for section 1.0 (Guideway) only.

Other Element Cost Matrices are available upon Request.

Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix

TRAN~(;AL - PROJECT CONTRUL - E~nMATING

BY: DJalil H. Abadl / David Chambers

Date: August, 1990


ElementCOST

Ale,..

a.....ted

Ale,.. A1Grodo MG... ,.,101

'0 ""..I. .....'001 Emboddod- OT E_-8T Dkocl- FII.11an

,.,101

....- Rota_FII

.....ted

E!ovaledF.

a....IM-",

Dkecl- PI..11an

Flower Street Station Shell- CttSGuideway - SUbway - Direet Fixation

Station - Subway - Double Side Platform

Flower Street Subway - Ctt7Guideway - Subway - Direct Fixstion

Guideway - Retained Cut - Direct Rxat/on

System - Signsl- Ductbank


Sy8t.m - S&S Comm. - Ductbank

Specisl Condo - UR - SW - Bee.

Speclsl Condo - UR - SW - SO

Special Condo - UR - SW - ssSpecisl Cond. - RWChange, - C&G

Sp~/afCond. - RWChange, - Paving

Specisl Cond. - Environ. - Vlwal- SW

LA CeD Approach - Ct40Guideway - At G,ade- Embedded - DT

Syetem - Slgnsl - Ouctbank

Syltem - Signaf - XP - 1S

System - Powe, - Ductbank

Syetem - Powe, - Pole Found.

Syetem - S&SComm. - Duc'bank

Ststlon - At Grsde - Cente, Plstform

Speelsf Cond. - UR - ST - Bee.

Speclsf Cond. - UR - ST - Wster

Speclsf Cond. - UR - ST - SO

Speclsf Condo - UR - S1 - SS

Speclsf Cond. - UR - S1 - Power

Speclsf Condo - Demo. - Building

Speclsl Cond. - RW Chsnge, - C&G

Specls' Condo - RW Chsnges - Psving

$peclsf Condo - Environ. - Vi,usl- SW

$7,164.60016,717,400 tI:'j;::::f:':::::::::::::':\::':'l'}}'·(j:::,:

I15,143,4482,234,230

199,49448,875

199.494150,885995.834

2,057.024190,261 ,.",.,.

443,9421,031,513

11,611,061686.924

2,201,379 l:lU:::g·t:::l:[:.:;:I::'-Utll)lI;lI:U::lIIt:,:::::4::}::.::.·mi ::::,-·:,:I:'/}·:)::::I·:;:::,(:'I:.·,::.::::2,151,1761

495,826 1,;:l:l',):;::Ii::::'::: ml:}:':":::::l,)::::::l::':::"":l :I"U:i:;::,'Ht"'.::::::::',::f:,/'::: ::,::::I(}::: ..::;:,. tu'l:::f:'=::"i}::u::::i4:597,547717.535 ~:::::"::::H::::t:.:::::mJ.:::::::t::I:m:::l:J:'II"'"

1,992,5761,189,5695,281,8511,728.534

11,939,96965,605

368,390859,577

1,712,480

7,164,600

PAGE A-1 OF A-24 (GUideway Elements)



BY: DJall1 H. Abadl/David Chambers

Date: August, 1990


ElementCOST

No',..

....- No Gr.. No ca,.... No'''' Mrlot

In _. ......... Emboddod - or Emboddod - lIT Dk_ - Fk••1on

Mrlol........ lIota_'.......1lIdI

E....I... '.

....01...

Ilbwoy

Ohet - FllOtlon

Satellite Yard To LA River - C2125Guld8way - At Grad8 - Ballut8d

Guld8way - At Grad8 - In Pvmt. Ballal1tBd

Guld8way - NR - Slor. ML - AG - B

Guld8way-NR-Conn. GL-AG-B

Guld8way - RR - SPTC

$yBt8m - Signa/- Ductbsnk

Syl1t8m - Signal - XP - TSSyltem - Power - Ductbank

Syl1t8m - Pow8r - PoI8 Found.

SyI1t8m - S&SComm. -Duetbsnk

St.tlon - At Grad8 - CBnf8r Plafform

Sp8clal Condo - UR - ST - ElBC.

*-e/.' Cond. - UR - ST - Wat.rSp8c1.1 Cond. - UR - ST - SS

Sp8c1.1 Cond. - UR - ST - Power

Sp8c1., Cond. - RWChang•• - CdG

Sp8c/al Cond. - RWChang•• - P.vlng

Sp8c'.' Cond. - Environ. - Vlru.I - sw

Aerial Structure - C435Guld.way - At Gr.d. - Ballalted

Guldsw.y - A,,/al - DirBCf RxationGuldswlJy - R.falned RII- BalllJl1ted

Guld.way - NR - Ace. - RF - B

Guid.wIJY - NR - Ace. - AR - 8Syst.m - Signal - Duetbank

Systsm - Pow" - Ductbank

System - Power - Pol. Found.

$yBtsm - S&.S Comm. - Duetbsnk

Station - Aerial - C.ntsr Platform

Special Cond. - UR - ROW - SO

Sp8c1.' Condo - UR - ROW - 5S

$13,511,519 113.511,5193,829.314

101,863277,021

6,729,7152,185.902 Itm: :::::::Hm:U:;:::::·::il:::,':'::Hi,,:::::;:r;::,:::;::11.746,0161,655,471 hiI::m\i::f:;;::tt:h\',:,it,'{:' tWitmuln::\\':::::: :-;::::::l::{'::;::i:,,::::.::::::1

749,0692,185,902 I:::::::U:,:,'::,::::::H;:::::: 1::}:::::::::::1:::::,:,11,868,646

487,84692,993

4,977,455417,326 ,

1,303,507 li::';::::UI:::::::::::,i:I::,II::::j,:f::,:,;::::jf':I'}:::fil'::::::::\:::::::::':·::-::1:::;:::3,041,516 I I2,588,102 I:::,,;:,,:::::::.:::I:::::':I::::::I::,:,,!:

610,10022.920,706

982,668 I:I'i?:'::::::::::::\.'{ It,:}':::':::::::}:,:,:}:::I:I!353,315

2,992,560628,601878,120127,372628,600 I:t::, :t,I:: H:t:I:::I:::},::

1,662,497302,098

13,365

PAGE A-2 OF A-24 (Guideway Elements)


Los Angeles County Transportation CommissionMCTRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix

BY: Dlalll H. Abadll David Chambers

Date: August, 1990

lib....

Ohct - FIII.11on....ot06

E....ledF.

••_od

_F.....'101

'._od

Ala.-do AlCl_ AlCllOdo ....'101

In ""..I.••_od E_- Of 1_- ~ Ok"'" - FIII.11on

AlCl'....

....otod

1,466,22797,496

93,467 I:::::{':::,:::'::':/::"·:;::I,:::%::': ':::::::':::1:::/: ::i: ·=':HII::: •• :::::::":::33,748

33,748 It.::.:::::::.:' ·J:I9,074

33,748 I::):::::::: 'Hi:I::)<:·::)::::·):::!:':::'!::::::::)::·:':J: ::tl' tJ"::i::}41,336

904,696

145,8333,672,176

1,356,770 Ir:;:::::::;:'::::'O:i::'::::I:: ''':1,::::::::(·11,7753.550

66.1221,775 lint:::::.,:% I'i:::W l't'%I%:':[@,m,il, :'::/ ,·'·i:::::tHII::Hn

$498,2562,222,6191,955,788

231,664463,329

69,275 IrE:;::::::::?::::1231,664 I:::'1,301,866

172,630 1:'ttt::t::::tf::,'tt:'·.I::::t:':/:::::: :::::::.::1:.4,408,512

444,398

EismentCOST

Rosecrans Ave LRT Overpass - C4360Guldflway - At Gradfl- Sallalttld

Guldflway - A9rlal- DlrfICt FIxation

Guid9way - Retaln9d RII- Sa"ast9d

SystBm - S1gnal- Ductbank

$yst9m - Pow6, - Duc,bank

51«Bm - Pow6r - PoIB Found.51ltflm - S&S Comm. - Ducrbank

Compton Creek Bridge - C455Guldflway - Aflf/a/- Sall• .,«/

Gu/d9w,y - Rflralnfld RI/- Balla««/

Guld9W'y - B9va'«/ RII- Sa".«9dSyst9m - S1gnal- Ductbank

51«9m - Pow9f - Duc'bank

Sylt9m - Powflf - Pol. Found.

Sylt9m - S&S Comm. - Duc,b.nk

SpBe/al Condo - UR - ST- SO

LA River Bridge Piers - C424Gufd9way - A9flal- Ballalt9d

Firestone Bridge - C415Guldflway - At Gradfl - Sal/alttldGuldflway - Aflrla/- Sallalttld

Guldflway - Rflta/n6d Fill- Sallalttld

51lt9m - Signal- DUClbank

Syst6m - Pow9r - Ducrbank

51.t9m - Powflr - PoI9 Found.

51"9m - S&S Comm. - DuctbankSfation - A.ria/- e.nr.r Platfrxm

SpBCfal Cond. - UR - ST - SO

Guld.way - RR - SPTC

$p9c/al Condo - D9mo. - Srfdg9'



L L ~ l L


Los Angeles County Transportation CommissionMETRO SLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix

BY: Djalll H. AbadllDavid Chambers

Date: August, 1990


ElementCOST

AI1_

••_od

AlGrodo AI G._ AlG,_ .....101

"''''''''........od £--.t-OT E_-1Jl' Ohet.'''''1on

....'Iol

....oIod

R__ F.

••_od

£.....od'.

....oIod

....w...

O~ocI • F".lIon

312,191276,062509,262734,173114,839 .... I".',:·.:.:•••:.:

509,262 II I

182,4986,176 I

244,565 .248,868

10,978,628649,474 I::·)::;.::,' ,:;':: {:':•. h:i m::::II:}{:ul, {.. ;,

1,576,7531,312,582

208,679649.474 k::;':U:m'::::::It:f::/.::':,::{m::Ui:,t::'IUtu::::;·:::'lt::,:::::';j::'·:Y:!:·::I··::::::::: ·,,'··:::::::1:: {.U,:::::::::;.,I::}:;":: :.::::i,u'.I": ',;.:}·;·I mtt::: O.·i:!471,469767,498

1,000,906687,599 IU::::U:Ui:.U:::;.:· I::;:::m:::,::: \",,;.::::;.:::1::;.:. ::::.::::;..1 :,.. ::':

1,604,398928,673

$2,061,344 2,061,344145,163"/i4.5i11

59,767'"59,767 .

40,96759,767 In....{::'I::::::I>Im.... :::.... ::::,: 'm:::;::::fl::::::::::::}},·"·::d :'::::':':::0:,,\,::-]:::: I·:" ·:::::::::;:::I·:'::}:::,::1::::··.:::::::=;:::::I::::::........:'::,}:::II:':"::IO:':Ii: ....J::) (',::: 1:/::::: I:I: ·.1

LA River Srldge - C425Guldewsy - Aerial - Bsffssted

Guldflwsy - Efflvaled Fiff - B.lfasted

Syst8m - Slgn.'- Dllctbsnk

Systllm - Powflr - Dllctbsnk

Syatllm - Powflr - PoI8 Found.

Systllm - S&S Comm. - Ductbsnk

LA River To Willow Station - C315Guld8way - At Grad8 - Baffsllted

GUld8way- Ef8vated Fill- Ba/lslJted

SylJtflm - SIgnsl - Ductbsnk

Systflm - Powflr - Ductbsnk

Systflm - Powflr - PoIfI Found.

SylJtflm - S&S Comm. - Ductbsnk

Ststion - AI Grade - Cflntflr Plstform

Special Cond. - UR - ROW - W

SpfIclsl Cond. - UR - ROW - SO

Willow Sta. TO 10th St. - C325Guldewsy - At Grsdfl - Bs"slJted

Guldflway - AI Grsd. - Embedded - Dr

System - Signal - Ductbsnk

Syst.m - Slgnsl - XP - TS

SylJtem - Pow.r - Ductbsnk

System - Powflr - Pol. Found.

Sy.em - S&S Comm. - Ductbsok

Ststlon - At Gradfl - Centflr Plstform

Spec/sl Cond. - UR - S. - E

Speclsl Condo - UR - St. - SO

SpfIclsi Cond. - RWChsnge. - C&G

Speelsl Condo - RWCh.nge. - Psving

Specl.I Cond. - Environ. - Vi6ua/- SW


ITRANSGAL - PROJEGl GONTROL - ESTIMATIN(;i

.......,D~ecl - '11<.11............

EloYIl"".1.1IulocI

_1nocI'.

BY: D/alll H. Abadll David Chambers

Dale: August, 1990

Aetllll

.........AlGI_ AlG_ AI..... Mllol

In _ .....01... E_- DT E_- 8T D~IlII- ' ••llon

AI G...

....01...

2,500,000

15,700,000

$1,288,3165,456,669

325,97036,219 I I

663,369 I6,579,946 I

1,008,318,..,,,.,342,090 I I663,368 .,.,."....",:, '-:":,,,261,164 II ....•

458,454884,083608,395454,831956,917 t::.:::: m:m;:;::iI:::::j:!i::::::::::::ni,:::::::I

2,232,8071,159,083

ElementCOST

MC-5 Utility Relocation - C420Guideway - Railroad Relocation - MC-5 3,000,000

Rosecrans Ave I Alameda Overpass - C42tGuldeway- Railroad Relocation -MG-S 8,765,000

Compton Creek SPTC Bridge - C4510GuIdeway - Railroad Relocation - MC-5

Railroad Relocation & Roadwork - C235GuIdeway - Ralfroad Relocation - MC-5

Long Beach Loop - C3270Guldeway - At Grade - Emb~d~ - Dr

GuldBway - At GradB - Emb~d~ - sr

GuldBway - NR - SUx. ML - AG - EM

Guideway - Special TW - Diamond X-Ing

s,.tem - Signal - Duetbank

Sf-tem - Signal - XP - rs

Sf-tBm - PowBr - Duetbank

System - Power - Pole Found.Sy.tem - S&S Comm. - Duetbank

Station - At Grade - Cent.r Platform

Slatlon - At Grad. - Sid. Platform

SpfJe/al Condo - UR - St. - E

SpfJe/al Cond. - UR - St. - SO

SpfJe/al Cond. - UR - st. - Power

$pfJc/al Condo - RWChange. - C&G

Special Condo - RWChange. - Paving

$pfJclal Condo - Environ. - VfBUa/- SW




~



BY: Djafi! H. Abadl / David Chambers

Date: August, 1990

-woy

Dh.l-f....1on1I.,,",od

E....lodf.

1I._elI

A.I.....nllAofioJ

1I...lIod

AllJ_ MlJr.cIo AllJ,... A.rioJ

rnJOv"'ll.III1'elI e_-OT e_-1iT Oh.'-flll.tlon

AI lJrllll

1I._elI

ElementCOST

LRT Trackwork Installation - C258. C258SGuideway - At Grade - BaliaMed $8.699.944Guideway - Aerial - Direct Rxallon 1.411,309Guideway - Aflrla/- BaliaMIId 204,773Guideway - Retained RII- Baltalted 931,070Guldeway- Elel/ated RII- Ballalted 516,220Guideway - Subway - DIrect Axatlon 496,125Guideway - Retained Out - Direct Rxation 73,756Guideway - NR - Ace. - AG - B 370,226GuldBway - NR - Ace. - RF - B 112,982GuldBway-NR-Ace. -AR-B 87,687GUldBway - NR - SlOT. YO - AG - B 556,479Guideway - NR - SlOT. ML - AG - B 150,709Guideway - NR - Conn. Gt. - AG - B 39,385Guld.way - At Grade-In Pvmt. Ballalted 614.802GuldewlJy - RR - SPTO 175,404Syltem - SignlJl- OuetblJnk 19,932Syltem - Signal- XP - TS 19,9325yltem - Power - Duetbank 39,865Syltem - &IS Oomm. - DuetblJnk 190,054Guideway - Special TW- TIO 110 405,735Guideway - Special TW- TIO EqualaterlJl 28,469 lu::::,::: ::::::::::m::I:::=:I::::J:·{{:.llt:j\j·Ui.·::::·lf.::::.:::::,,:j::: :t::'::I:::: :II::::::,'".::I ::::::::: ::::::::::::::::::1Guideway - Special TW- XiO Singlfl 142,365Guidflway - Special TW- XiO Ooubl. 35,490 I::::::::::::::::::::::::Guid.way - Special TW- Diamond X-ing 14,238Guideway - Special TW- OF, XiO Doubl. 328,049

Special Trackwork Procurement - P830, P835Guldflway - Special TW- TIO 110 1,443,652 1:::I:=:J::·::·::I:::.·I::::·::::::{::·tl~:/ ::::::.::::::::::::/J/.{::Guldflway - Special TW- TIO Equalat.ral 101 ,240Guidflway - Special TW - XiO Single 927,110GUld9way-Specfal TW-XIODoubl. 165,766Quld.way - Special 7W - Diamond X-III{/ 363,825Guldflway - Special TW - OF, )GO Doubt. 331,532




--D~oet - F...no..I ....'...

EIoY••eeI'.

••_eeI

Rota_F.

BY: DJalJ1 H. Abadl/ David ChambersDate: August, 1990

AaIIol

.....leeI

AI8_ AI 0.... AI Cl,.. Aeflol

,._.......,eeI E_-DT E_-n D~oet-F...lIon

AI 8'_

......eeI

223,501

16,868

50,604

4,217

16,868

2,033,340

$6,118.437163.987

2,495,172 I:::::'.:::::::::::: :{{:;I825,711430,984 1"m::::::,}·::,,:I?::/:::::: ::::ot:':/I:: II':'J'?!':::::I:142,804649,308 Io::/::::}::::::::;: Ii':' Hm'·J::.',m" I:, (("";:0':::0:::·::1:360,000

151,506

22,524

445,034

135.811

105,406

668,920

210,203

51,487

54.933

ElementCOST

Guldl1way - At Gradl1- BallallttHl

Guideway - At Gradl1 -In Pvmt. Ba"allttHl

GUldl1way - AI Gradl1- EmtHIddl1d - OT

Guldl1way - AI Gradl1- EmtHIddtHl- ST

Guld8way - Allfial - Dlfflet Rxatlon

Guld8way - A8rla/- Ballallt.d

Guld8way - RI11alned RII- BallallttHl

Guldl1way - Ell1vatl1d RII- Ballalltl1d

Guld8way - Subway - Dlrflet Rxatlon

Guldl1way - Retained Cu' - Dlrfle' Rxatlon

Guld8way - NR - Ace. - AG - B

Guldl1way - NR - Ace. - RF - B

Guldl1way - NR - Ace. - AR - B

Guideway - NR - Slor. YO - AG - B

Guideway - NR - Slor. AIL - AG - B

Guld.way - NR - Slor. lIL - AG - EM

Guldl1way - NR - Conn. Gt - AG - B

Wood Ties - P825Guldeway- Special TW- TIO 110

Guideway - Spflelal TW - TIO Equalat.,al

Guld.way - $p8clal TW - JlJ'O Sing"

Guld8way - SpfICIIJI TW - JI70 Doubl.

Guldl1way - SpfICIIJI TW - Diamond X-Ing


Concrete Ties, R Rails & Fasteners- P8t5, P0822 &


Los Angeles County Transportation CommissionM£TRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix


10


Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost Report BY: DJalll H. AbadllDavid Chambers

Guideway Elements - Cost Matrix Oats: August, 1990

Contract Description ElementI

""rodo ""rodo ""r.cIo ,.. ••odo Mliol M.101 AoIa_f. EIo...... ,. 8lbwor

Element Description COST 8.....od IftPvOll,e........ E_-DT E_-8T Dlroel - fie.11oft 8....'... ......... .......... Dlroct - 'iel'loft

Main Yard andShops - C560Guldsway - NR - Ace. - AG - B $618,013Guideway - NR - Slor. YD - Ali - B 928,707Yard - Sits Work - Improll9msn', 1,302,148Yard - Sits Work - Utllltls. 1,361,674Yard - Sy6tsm - Signal 838,105Yard - System - Power 1,015,812Yard - Systsm - S&S Comm. 838,105Yard - Vehlcls Shop - Building 8,960,977Yard - Vehlcls Shop - E1sc'ronlc. 1,129,881Yard - Vehlcls Shop - Crans. 336,202Yard - Vehlels Shop - Car HoIlt 1,266,763Yard - Vehlels Shop - Truek Turn'abls 217,331Yard - Vehlels Shop - Truck Rspalr Holst 130,082Yard - Oper. Cen'e, - Building 3,644,778Ya,d - ops,. Cen's, - E1sc',onle. 680,810Ya,d - Opsr. Csn'., - Ca, Wa6h 511,121Ya,d - Ope,. C.n's, - Wh.sl Truing 334,662Ya,d - Pain' Shop - Buffdlng 1,100,474Yard - Paint Shop - E19Ctronlo. 453,873Ya,d - PaInt Shop - Spa,y Booth 591,957Spselal Cond. - UR - ROW - O,h., 88,854

Transit Signaling - H825Guldway - R R~ SPTC - Signal 45,814

Ya,d - SyBl.m - 'Signal 390,174Yard - Systsm - Signal 881,954

Syst.m - Signal - Waylid. - Cabl. 5,142,624Systsm - Signal- Wayside - Cabl. 10,498,485

System - Signal- XP - Gat. - HW 353,308

Sys'em - Signal- XP - Gat. -lnBlafl 552,641

Guideway Elemnts Total Cost I $30,1451 $4,608 I $26,373 I $6,282 I $28,435 I $7,002 I $5,973 I $1,391 I $22,956(In $1000)

PAGE A-a OF A-24 (GUideway Elements)



BY: Djall' H. Abadl/David Chambers

Dale: August, 1990

AJ 0 .... - .....Iad Ret._ -I....tad


ElementCOST

Rala_-CoA

Dkoct - FI..llon

NR·_T NR-_T NR·_T

Aoo.Iol-I._ad

NR -St...goT

1....lad-Y.'d

NR - St",.T NR - II...T NR - Connoct'" 1 Spec_I Tr.ct_t

I ....ted-.... E_..... • .....ad-G\. T..........

Rower Street Station Shell- CltSGuideway - Subway - Direct Rxalloo

&alloo - Subway - DcNble Side Pralform

Rower Street Subway - CIITGuideway - Subway - Direct RXlllloo

Guideway - Rela/ned Cut - Direct Rxatioo

System - 81gna/- Ductbllnk



Special Condo - UR - SW - Elec.

Special Condo - UR - SW - SO

Special Condo - UR - SW - ssSpecllli Cood. - RWChange, - C&G

Specllll Cood. - RW Chllnge, - Paving

Special Cood. - Environ. - VilUa/- SW

LA CBD Approach - C140Guld9way - AI Grade - Embfldded - DT

System - Signa/- Duclbank

System - Signal - XP - TS

System - Pow9r - Duclbank

Syst9m - Power - Pole Found.


&arloo - At Grad9 - c.nler Platform

Sp9cla' Condo - UR - ST - Bec.

Special Condo - UR - ST - Water

Speclll' Condo - UR - ST - SO

Special Condo - UR - ST - SS

Special Condo - UR - ST - Power

SpfIcf.1 Condo - Demo. - Buflding

Specfal Cond. - RWChange, - C&G

Special Condo - RWChange, - Paving

Specfa' Condo - Environ. - Visua/- SW

$7,164,60016,717,400 lu:\·w·,:Wt}.i:\:::IIO::\

15,143,4482,234,230

199,49448,875

199,494150,885995.834

2,057,024190,261443,942

1,031.513

11,611.061686,924

2,201,3792,151,176

495,826 E:':' .': (597.547717.535 1::::::-::'))

1,992.5761,189.569 Ii:::::':':: ::'::1::· .I::t:\::rI::-:-:::1 r:::::.: :::.::·/·:::::1:::1",1::'::::'::0'::11<·::t:- .:}} '::-t'I:::::: :'::::::::::5,281,8511,728,534

11,939,96965.605

368,390859,577

1.712,480

PAGE A-9 OF A-24 (GUideway Elements;

• TAANSCAL - PROJECT CONTROL - ESTIMATING


BY: DJalJl H. AbadllDavid Chambers

Dale: August, 1990

A111.... ·I••_ Aoto_-I._od

Contract DescriptionElef1lentDescrlpffon

ElementCOST

IIela_-C..

Dlrocl • f.allon

NA-_T NA-_T NA-_T

Aerlol-I."_

NA-lIlOfIG"T

....01... -V.rd

NA-lIlOflgoT NA-lItOfIG"T NA-C_torT lIpoclllTrlCl:_k

1••00od - ... E_- ... "11001'" - ell. t ..nout.

610,100 I

22,920,706 I

982,668353,315 3

2,992,560628,601 I

878,120127,372628,600

1,662,497302.098

13,365

$13.511,5193.829,314

101,863 . I

277,0216.729,7152,185,9021,746,0161,655,471~~ I I

2,185,9021,868,646

487,84692,993

4,977,455417,326

1,303,507 li:\:;::== ::::=:::::::::)=::::;::1::::::: t:::::::·::;:::·::::I=3,041,5162,588,102

Satellite Yard To LA River - C2125Guideway - At Grade - Ballatlled

Gufdeway - At Grade-In Pvmt. BallaMed

Gufdeway - NR - Stor. AfL - AG - B



SyBtem - Slgna/- Ductbank

System - Signa/- XP - TS


SyBlem - Power - Pole Found.

SyBlem - S&S Comm. - Ductbank

Station - At Grade - Center Platlrxm

Spsclal Condo - UR - ST - afle.

Spsclal Condo - UR - ST - Water

SpecIal Condo - UR - ST- SS

Spsclal Condo - UR - ST - Power

Spsclal Cond. - RWChange, - C&G

Spsclal Cond. - RWChange, - Paving

Special Cond. - Environ. - ~BUaI- swAerial Structure - C435

Guideway - At Grade - Ballatlled

Guideway - Aeria/- Dlrflet Rxatlon

Guideway - Retained RII- BallaBled


Guideway - NR - Ace. - AR - BSystem - Signa/- Ductbank

System - Power - DuctbBnk

SyBtem - Power - Pole Found.

Syst,m - S&S Comm. - Duetbank

Station - A,rla/- c.nt" Platform

Special Condo - UR - ROW - SO

SpfIClal Cond. - UR - ROW - SS




BY: Dla/II H. Abad/I David Chambers

Date: August, 1990

AI G,ade- .....1... RIII_ - ....11...

Contract DescriptionElement Descripffon

ElementCOST

FI..._-CIII

Dh.. - n,.tlon

NA-_T NA-_T NA·_T

"",Iot-le_...NA-Ile....T

• ....tId·v.."

NA-II.... T NA-Ile"'I9OT NFI-C_... T Spe<:..IT......wort

••..--... E_-'" ......... -GL T"'mulI

904,696

$498,2562,222,6191,955,788

231,664463,329 I\':."

69,275231,6641:':0\

1,301,866 r172,630

4,408,512444,398

145,833 IU'::::l;:;::::: (:::::u:::I::::n::::l::;:3,672,1761,356,770 h:::;::l:::j'"::n::l:;::::::'=::::1:::::f::j:mu::

1,7753,550

66,1221,775 1,\/,/:·j.·.I:jr{)·:u::(?1 ril: WI::U?II{,:?

1,466,227 I{U};:::::::) i>l{: 't:=, fUO,jil):/) ;'/ )=.:1,97,49693,467 lUi t:': :':1:: :::::.{:,H:/J;./33,74833,748 1):):::>,/,)

9,07433,748 1::=::·::::::::;::.;·1<:=/ (Uu::::-::rl: HJ41,336

Firestone Bridge - C415Guideway - At Grade - Batfa.red

Guideway - Aerlal- Ballasted

Guideway - Retained RII- SallBlted

System - Signa/- Ductbank




Stallon - ,(erla/- Centflr Pfatfonn

Special Condo - UR - ST - SO


Sp6cla' Cond. - D.mo. - Srldgfl.

Rosecrans Ave LRT Overpass - C4360Guld.way - At Gradfl - Balla"ed

Guldflway - Aflrlti - Dlrtlet RKation

GUld.way - RfItalned FlII- Ball..ted

Systflm - Signa' - Ductbank

Systflm - Pow.r - Ductbank

Systflm - Pow.r - Pol. Found.


Compton Creek Bridge - C455GUideway - Aerlal- Sallast9d

GUideway - R.talned FlII- S."a,,9d

Guideway - Elflvat9d Fill - S.lIat1t9d

Syt1tem - Signal- Ductbank

Systflm - Pow.r - Ductbank




LA River Bridge Piers - C424Guld.way - Aerla/- Batla,,9d

PAGE A-11 OF A-24 (Guideway Elements~

'1TRANSCAl- PROJECT CONTROl- ESTIMATING


BY: Dlalfl H. Abadl/David Chambers

Date: August, 1990

AI O'Ro - .....IR Rew_ - ....IIR


ElementCOST

A..._-Cul

Dt.... ' ....1on

NA-_r NA-_T NA-_T

Mrlol-'._RHA-Ito,.T

.....'R-V.'d

HA-It_T HR-8t"'lIOT HR-C_.. T .....IoIT..~kw..k

....IIR-UL I_-UL .....IR-ClL T.._.

312,191 I:.::::::::::::::::::

276,062509,262734,113114,839509,262182,498

6,116244,565

248,868"" .'..... ::/:.:::::.::10,978,628 :I::::::::::':::

649,414 .....::.::(....::: •....

1,576,7531,312,582

208,619649,474 I,:,/:j.}:: I«I:: <)):)/<1:::) .t::} :ifll>:::}':!::):::;:':!::lt) :,;:;:::::,':;: HI i.f)·::}·::::::,:I':::::·;:::::::::::::;:'!:': )'f{ .,.)./ ..:-:,;:471,469767,498

1,000,906687,599

1,604,398928.673

$2,061,344145,163 1,,:u::::·/uu:::::::I:ntt@,::i:::::,::,::.159,76759,767 I'::m··::u:::::::url::::{:(:::i=b:::;·rl·:::::: :1·::::u::::::::II:::::t:tj:;:;:::;;::: ,.::.: :,U:40,96759,167 It,r;:.;:::t::Hn·:i:{{:j::::::::::+I::;·{ :{::,:::::,?:llt!H::::::;::!::':'H:IUUi:!P:H;

LA River Bridge - C42SGuid.way - Aerlal- Sall..ted

Guideway - EI.vated Fill - SlIlllltlttld

Syst"m - Slgnll' - Ouctbank

SyIt"m - Power - Ouctbank

System - Pow"r - Pole Found.

System - S&S Comm. - Ouctbank

LA River To Willow Station - C3tSGuideway - At Grlld" - Sa/lillted

GUldew~y- Bevllttld Fitl - Sa/lalted

System - Signa/- Ouctbank

SyIt"m - Power - Ouctbank

Syltem - Pow"r - Pole Found.

Syltem - S&S Comm. - Ouctbank

Station - At Grade - Csnt" Pflltform

Special Condo - UR - ROW - W

Spsc/al Condo - UR - ROW- SO

Willow Sla. To tOth St. - C325Guld.way - At Grade - SallaltBd

GuidBway - At Grad. - Embtldded - DT

Sy"em - Slgna/- Ouctbank

SystBm - Signa' - XP - TSSy.tBm - Power - Ductbank

Sytltem - Power - Pole Found.

SystBm - S&S Comm. - Ductbank

Stlltion - At GradB - CBntBr Pfatfonn

Specla' Condo - UR - Sf. - E

Special Condo - UR - St. - SO

Speclill Cond. - RWChange. - C&G

Spscill' Condo - RWChang" - Paving

Speclill Condo - Environ. - Vf,ulIl- SW




BY: D1al// H. Abad/ / David Chambers

Date: August. 1990

Nil - 81.._ T Nil- It..."" T Nil - e•..-...T lIpeclll T,••k_t

....IIad-1lL E-.Ided-1lL ....oted-II!. T.._oHII-It.._T

••_ed-V.rd

NII-_T

Aotlol- ....oled

NIl-_lNII-_T

AI llrodo - ....oted 1I0ta_- ....oted

II"--C"

D_oet - Fllon...

2,500,000

15.700,000

$1.288.3165.456.669

325.970 ft'j':fII:~~::,I:@:::irh;:;,:;:::::::~:::::::36.219

663,369 In:@: ~::::'::::::~@{:::ilt,,;::,::.:::\:::t::I::J:6.579,946';';;;';

1.008,318 [:::::::::::r::;;:::{;;;;;':IU?{::}U::)::::',::l::':'342,090663,368 1::~::;f:@:::;U:::::::{I::::,:.:;;::::::::;:::){I';;;; ,t:::. ;:,:::.':I'=):::.::.:::.,:n:::I,::, ;:I:::::;:':~}I261,164 11

458,454:;:884,083608.395454.831956.917 I::::;O!:.::?:: ::::::,:I:t~::::HH:::::fI:I:{:::l::r~:u::::n::f:@::\:I:,1::::fU::::::r::,;:::::::::::::\ti}::r

2.232.8071.159.083 k:f:::::H:::'f:tI::::J~II::IJ:?::;:::{m

ElementCOST

MC-5 Utility Relocation - C420Guldflway - Rallra.d R.locaffon - MC-5 3.000,000

Rosecrans Ave I Alameda Overpass - C421Guld.way - Raflra.d Relocation - MC-5 8,765,000 I"·:::,(:':::':::;i; 1(:,:

Compton Creek SPTC Bridge - C4510Guideway - Railra.d Relocation - MC-5

Railroad Relocation & Roadwork - C235Guid.way - Railra.d R.location - MC-5

Long Beach Loop - C3270Guideway - At Grad. - Embedded - DT

Guideway - At Orad" - EmNdded - ST

Guideway - NR - $lor. ML - AG - EM

Guideway - Special TW - Diamond X-Ing

System - Signa/- Ductbank

SyBtem - $igna/- XP - TS

SyBtem - Power - Ductbank

Syst"m - Power - Pole Found.SyBtem - S&S Comm. - Ductbank

Station - At Orade - Center Platform

SIatlon - At Grade - Sid. Platform

Special Cond. - UR - sr. - E

Special Condo - UR - sr. - SO

Special Cond. - UR - Sf. - PrMer

Special Cond. - RWChang•• - CoIG

Special Condo - RWChang•• - Paving

Special Cond. - Environ. - '118&181- SW



ITRANSCAL - PROJECT CONTROL - ESTIMATING


BY: Djalll H. AbadJ / David Chambers

Date: August, 1990

T",-.

ep.elalTl1lckwOlt

....ot... -ell

NA-C_orTNR-81~T

(--...NR-81~T

....01... - ...

NA-81~T

1I...ot'" • V.rd

NR-_T

Aoflol· .....'.

NA-_TNA-_T

No ell - , ,. R•••_ .

Aoto_-Cul

D~"'-f".'lon

ElementCOST

LRT Trackwork Installation - C258, C258SGuideway - At Grade - Salla.,ed $8.699,944 II:::';:;:,,;:;:.:}:::::·l::.':::;;;:::;:::':;;:::::};ll'.'·::}::.:::'.' '0:1:::::} i:JGuideway - Ioerla/- Direct Rxalion 1,411,308GUideway - Aerla/- Salla.,ed 204,773Guideway - Retained RII- Salla"«/ 931,070Guideway - Elevated RII- Sallaflled 516,220 I..':"{;.}:U;.::;:::.::::I;:::::::}'@.·:?:J':::Guideway - Subway - Direct Rxatlon 496,125Guideway - Retained Cut - Direct RxaUon 73,756Guideway - NR - Ace. - loG - B 370.226

I:.. :·;::,..·,,·,···,····::;Guideway - NR - Ace. - RF - B 112,982 I·: ::'.c.'.:::,:, .. ,"-' ..'::.;'."

Guideway - NR - Ace. - loR - B 87,687 I

Guldeway-NR-Stor. l'D-AG-S 556,478 I:""':'

Guldeway-NR-Stor. Mt.-AG-B 150,709Guideway - NR - Conn. Gt. - loG - B 39.385 Ii;:::·::.:'?::·l::.:Guideway - At Gradll -In Ptlmt. Balla6ted 614.802Guldllway - RR - SPTC 175.404System - S1gnal-Duetbank 19,932Systllm - Slgnal- XP - TS 19,932$yItllm - Potwr - Duetbank 39,865 rSystem - S&S Comm. - Ductbank 190.054Guldllway- Special TW- TIOI10 405,735Guideway - SpeclalTW - TIO Equa/ateral 28,469Guideway - Spee/alTW - XIO Slngltl 142,3651.... : '.:;:'Guideway - SpeclalTW - XIO Doubltl 35,490 I.T.,:,;c;,

Guldtlway - SpBclalTW - Diamond X-Ing 14,238Guideway - SpBclalTW - OF, XIO Double 328,049

Special Trackwork Procurement - P830, P835Guideway - Special TW - rrO ItO 1,443,652 I,::f; r/tc::tlGuideway - SpeclatTW - rIO Equalateral 101,240 II

Guideway - Special TW - XIO Single 927,110 1::::·.,';':,;::.:':·':::1:.:'(:".>:;'J::::::::\:,::I::':::::':(::;:::":"..:JI:O:::;::O:O::·;·';::;I n: in:::::·:{:".l):Guldewey - Special TW - XIO Double 165,766 III

Guideway - Special TW - Diamond X-Ing 363,825Guldtlway - SpfICla/TW - OF, XIO Double 331,532


PAGE A-14 OF A-24 (Guideway Elements

• TRANSCAL - PROJECT CONTROL - ESTIMATING


BY: DJali1 H. Abadl/ David Chambers

Date: August, 1990

AI O'odI- .....11<1 RotII!nod - ......1<1


ElementCOST

R...!nod-Cut

DIr.... -FIll.lloll

N!I-_T NR-_T NR-_T

.......,.....- NR-etoroooT

......I<I-V.rd

NR - etorooo1'

......I<I-1oIL

NR-etorOOOT NR-C_orT -.....IT...~wor~

E_-1oIL ......I<I-OL T..nout,

223,501

16,868

50,604

4,217

16,868

2,033,340

Concrete Ties, R Rails &Fasteners- PStS, POS22 & I I I I

Guldllway - At Gradll - Ballallttld $6,118,437 .1Guldllway - At Gradll -In Pvmt. Ballallted 163,987 IGuldllway - At Grade - Embtlddtld - DT 2,495,172Guideway-At Grade-Embtlddtld-ST 825,711 I I .... ...... ::Guldllway - Allrla/- Direct Fixation 430,984Guldllway- AIIrfa' - Sallallttld 142,804 I IGuldllway - Rlltafnlld Flll- Balla.tId 649,308Guideway - 8eV8ttld Flll- Salla.tId 360,000

GUldllway - SUbway - DirllCt Fixation 151,506

Guldllway - RIIta/ntld Cut - DlrllCt Fixation 22,524

Guldeway-NR-Acc. -AG-B 445,034

Guldflway-NR-Acc. -RF-B 135,811

Guldllway - NR - Acc. - AR - S 105,406

Guldllway - NR - Stor. YO - AG - S 668,920

Guldllway - NR - Stor. ML - AG - S 210,203

Guldllway - NR - Stor. ML - AG - EM 51,487

Guldllway - NR - Conn. GL - AG - S 54,933

Wood Ties - PS2SGuldllway - Spllcial TW - rIO 110

Guidllw.y - Spt1Cial TW - T/O Equa/atllrai

Guidllway - Special TW - XIO Single

Guidllway - Special TW - XIO Double

GuidBway - Spt1Cial TW - Diamond X-Ing

GuldBway - RR - SPTC

PAGE A-15 OF A-24 (Guideway Elements:


Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost Report BY: Dlalll H. AbadllDavid Chambers

Guideway Elements - Cost Matrix Date: August, 1990

Contract Description Element I RIII_-C.. HR-_T HR-_T HR-_T HR-8torOOOT HR -8IoroooT HR-81orOOOT HR-C......torT 8poc1oIT,.._k

Element Description COST DkllCf-FII.llon A1S.-- ....oled __- ....oled .....Iol- ••_ed ....lIed-VOld ....IIId- ... Emboddod-'" ••""Id-GL TurnoiLtl

Main Yard andShops - C560Guldewsy- NR -Ace. - AG - B $618,013Guldttwsy - NR - &lor. YD - AG - B 928,707Yard - S/rll Work -Improvement, 1,302,148Yard - Sire Work - Utl/it/e, 1,361,674Yard - Syftttm - Signal 838,105Yard - Systllm - Power 1,015,812Yard - Syftllm - S&S Comm. 838,105Yard - Vshlclll Shop - Building 8.960.977Yard - Vshlcls Shop - ElBerronlc, 1,129,881Yard - Vshlcls Shop - Cranll' 336,202Yard - Vshlcts Shop - esr Hoi" 1,266,763Yard - Vshlcls Shop - Truck Turnrabltt 217,331Yard - Vtthlcls Shop - Truck RBpalt HoIlt 130,082Yard - Opsr. Cenret - Building 3,644,778Yatd - Opsr. Cttnt,t - EI,ctronlc, 680,810Yard - Opsr. Center - Csr Wa'" 511,121Yard - Opsr. Center - WhHI Truing 334,662Yard - Paint Shop - Building 1,100,474Yard - Paint Shop - ElBetronlc, 453,873Yard - Paint Shop - Sparr Booth 591,957Spsc/al Condo - UR - ROW - orher 88,854

Transit Signaling - H825Gufdway - R R - SPTC - Signal 45,814Yard - Systsm - Signal 390,174Yard - System - Signal 881,954Systsm - Signa/- Wayside - Cabls 5,142,624Systflm - Slgna/- Waysld, - Cable 10,498,485

System - Slgna/- XP - Gate - HW 353,308

System - Slgna/- XP - Gare -Inltall 552,641

Guideway Elemnts Total Cost I $2,331 1 $1,433 I $6021 $3,186 1 $2,154 I $4631 $3nl $371 I $2,073(In $1000)

PAGE A-16 OF A-24 (Guideway Elements;



BY: Djallf H. AbadllDavid Chambers

Date: August, 1990

Contract DescriptionElement DescrlpUon

ElementCOST

8peo1ol T'KkWOfk ep..,IIlT,KkWOfk 8peo101 TtKkWOfk 8peo1ol T,oetWOft 8peo1olT,..kWOft "" -llolocolioft RIl- flolocollon

Eq. T......... $lngIo X-OVo' Do<I>lo X-OV.. Diomond x...... D_1o X-OV.. DI' IPTC UC-I

Flower Street Station Shell - C 115Guld.way - Subway - Dir.el Rxatfon

Station - Subway- Doubl. Sid. Platform

Rower Streel SUbway - C1 17Guld.way - Subway - DI,.el Rxatlon

Guld.way - R.taln.d Cut - Dlr.ct Rxstlon

SyBt.m - Slgna/- Duetbank

Byst.m - Pow., - Duetbank

System - S&S Comm. - Duetbank

Sp.e/al Condo - UR - SW - EJec.Sp6efal Condo - UR - SW - SOSpecfal Condo - UR - SW - ssSp6cfal Condo - RWChang•• - C&G

Sp6cfal Condo - RWChang•• - Paving

Sp6cfal Condo - Environ. - Vi.ua/- SW

LA CaD Approach - C140Guld.way - At Grad. - Emb6ddfld - DT

By.t.m - Slgna/- Ductbank

SyIf.m - S1gna/- XP - TS

SylJt.m - Pow., - Ductbank

Sylt.m - Pow.r - Pol. Found.

Sy.t.m - S&S Comm. - Duetbank

Station - At G,ade - C.nl., Platform

$p6cla' Condo - UR - ST - EJBC.Specfa' Condo - UR - ST - Water

$p6cla' Condo - UR - ST - SO

Specia' Condo - UR - ST - SSSpecfal Cond. - UR - ST - Power

$p6cfal Condo - Dtlmo. - Buffdlng

Sp9clal Condo - RWChang•• - C&G

Special Condo - RWChang9. - Paving

$p6cfal Cond. - Envl,on. - VitllJa/- SW

$7,164,60016,717,400 I":,,,t·r'·rr:;.f:!tm::-:r::IiIt:ul}/ :./: Hi};!':

,15,143,4482,234,230

199,494

48,875 I.""""",I .199,494150,885 I995,834 I",···,,·

2,057,024190,261"443,942 I

1,031,513

11,611,061 ,.',686,924

2,201,3792,151,176

495,826 '.""""",597,547717,535 .,,,,.

1,992,5761,189,569 ",. ",,,, "" ::',"", .:,.. , ,:.:.5,281,851 :,;,

1,728,53411,939,969

65,605 I.•• ::::::@ .:::368,390859,Sn

1,712,480

PAGE A-17 OF A-24 (GUideway Elements

TRANSCAl- PROJECT CONTROl- ESTIMATING


BY: DJalll H. Abadf / Davfd Chambers

Date: August, 1990

Contract DescriptionElement Descnp#on

ElementCOST

IIpocloIT"'''''Oft lIpecIolI_t .....",..twort IIpocloIT__t IIpocloIT."""Oft flfI-R_llon RR-_11on

Eq. T.._ 1Ik90X-o.Of Dooblo x-.. DIa_x.... _ x-o.•• DI' IPTe Me'"

610,100 lUI.: :,'-:/:'::11::::::':':;':22,920,706

982,668353,315

2,992,560 I).<}·:): It:u:·~??J?I·}·'} ::<~:: I~~ i::::.:<'}}l·: ::,},:{}:I:::H:::::';:::j::::,i'I:::!::::'\'ul t:H/<·•• ltHi::·:}628.601878,120127,372628,600 I:}u: }':\.:::': It::: I'J:: '::;.{<I.;·u:'::::-::',I',:?:~<r::.:IH:':i:l: ?H~~

1,662,497302.098

13,365

$13,511,519 ,3,829,314

101,863 .1277,021 I6,729,715';;.,.;.

2,185,9021,746,016 III1,655,471

749,069 I II2,185,9021,868,646 .I

487,84692,993

4,977,455417,326 I.

1,303,507 I::::)'::! If·::.'! ::f:::::tj;O::~~J.nl.:::' :::J:"fi:~:II:~":::':::i:,'::':.f~:{I·""{:'{itIiI'dHirt:::I:'::{ t:I::;~II;::'Ii'J':::":.:~:I::j:I:J: {: {U ::II' ::::I:/':i:13,041,516 I I 1 I

2,588,102 I:t':f::if:::: :;::II:f~'::':::.:::: i:I.: Ht:':~:F':m 1:·}:,Un::::H,,·;:.I: ...J..:

Satellite Yard To LA River - C2125Guideway - At Gradfl - B.llatJttld

Guideway - AI Gradfl - In Pvml. BallatJttld

Guideway - NR - Stor. ML - AG - B


Guideway - RR - 8PTC

System - Signal - Ductbank

System - Signal - XP - T8System - Power - Duelbank

System - Power - PoIfI Found.

System .. S&S Comm. - Duetbank

Station - At Grade - Center "'.tform

SpfICl.1 Condo - UR - ST - Elec.

SpfIClal Condo - UR - ST - W.'flr

Special Cond. - UR - ST - SS

SpeeT.1 Cond. - UR - ST - Power

SpfICl., Condo - RWCh.nge. - CdG

SpfICi., Cond. - RWChange. - Paving

SpfICial Condo - Environ. - Vitual - sw

Aerial Structure - C435Guideway - At Gradfl- BsllatJted

Guidflway - Aerial - Direct Fix.tlon

Guideway - Retaintld Fill- BaliatJttld

Guldflway - NR - Ace. - RF - B

Guldflway - NR - Ace. - AR - BSy.tflm - Signal - Duelbank

Syltflm - Power - Ductbank

Syltflm - Power - Pole Found.

SyBlem - S&S Comm. - Duetb.nk

St.tion - Aerl.I - Center "'.tform

Sp8cfsl Condo - UR - ROW- SO

Special Condo - UR - ROW - 55




BY: I)Jalll H. Abadl / David Chambers

Date: August, 1990

&PTe MC-lI

1111· 110_11011 1l11-1lo_11onIII*:IIITroct_ llI*:lolTrock__ 111*:111 Tr..__

0....11 X-O- Oil_X.... 0_11 x-o... DIf'

BpocIlIT~

....x-o-

111*:111 T,..kwort

Eq.T.._

1,466.227 I~::;: m,:;:::::::: >!n:f:If97.49693.467 1:::.:1·::: ·,i/· :If}; ::t::::I}:::lt::;i:{{:::::tl!,f:::f:;}~:::H:::::'tl?:i::::,I:::}:::::}: II:I}::}·:} :::=::dJ:r:I:~::::.:=:~:: :t:;::::=·II\I::'\::} 0:::. ':1:,0:·;':33.74833,7489.074

33.748 1:::0:':::=:"::=::·,, t:li::.::::::::'::::'::'41,336

145,833 IH:·~::~H;r:::: ::::::::::1:::0:3,672,1761,356,770

1,775 •3,550 1::::~~iH::::·::::::: I,,:: ;:::m::··::jf:::;::;lt;:j:}::::::H:j:~ili:::1~~::1::::::;:::::::1.=·:: Hm·:

66,122 1'\Il::=::;;:iHI:;::'Hf::::::T::::,I:::: O?:::::nt:.i!1,775 I='

904.696

,$498,2562,222,6191,955,788

231,664 I I I463,32969,275

231,6641.301,866 I

172,6304.408,512 I

444.398 ,

ElementCOST

Compton Creek Bridge - C455Guideway - Aerial - Sa/lalt9d

GUldBway - Re'a/nBd Fi/I- Sa/lalted

Guld,way - El9vated Fi/I- Sallaltfld

$yI1em - Sif/na/- Ductbank

Sylt/Jm - Pow9r - Ductbank

SyIt/Jm - Pow/Jr - PoI/J Found.

Syltem - S&S Comm. - Ductbank


LA River Bridge Piers - C424Guideway - Aerial - Sallalt/Jd

Rosecrans Ave LRT Overpass - C4360GufdBway - At Grade - Bal/alted

GuIdeway - A9rla/- Dlr9Ct Fixation

GuIdeway - Retaln9d Fill- Sallalted

Syst9m - Sif/na/- Ducrbank

Syltem - Power - Ductbank

System - Power - Pol, Found.

$yI1,m - S&S Comm. - Ouctbank

Firestone Bridge - C415Guideway - At Grade - Salfaltfld

Guideway - Aerlal- Sal/sited

Guideway - Retained FIII- Sa/falted

Syltem - Signa/- Ductbank

Syltem - Power - Ductbank

Syltem - Power - PoIe.Found.

Syltem - S&SComm. -Ductbank

Sfat/on - Aerlal- Center Plalform



Specla/ Condo - D9mo. - Sridf/e,



i . . ITRPoN;:t(:AL - ,..tiOJ~v I CON I NuL - c;:t IIMAIII't1.:l

Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Cspital Cost ReportGuideway Elements - Cost Matrix

BY: Djalil H. AbadllDavid Chambers

Oats: August, 1990


ElementCOST

lIpodoIT__• .......T'_. II-IIIT,_. II-IIIT.-. 8pocIolT,ock• .,k RR-Ro_1Ion M-_1Ion

Eq. T__ lIIngIoX-ov. _x-ov. DII_X"", O...... X-OV'Dlf II'tC MC-I

... :312,191 1":276.062509,262734.173114,839509.262 .

182.4986.176

244.565

248,86810.978,628 II J I649,474:·:· .:.:.c.

1.576.753 :.:.:.:. I

1.312.582208,679649.474 1m::.:},:::::;:,} :it: 1:/;0:\:::.::,(::1;: ::::;:::;:::::::::;1471,469767,498

1.000.906687,599

1.604,398928,673

$2,061,344145,16359,76759,767 It::n·t:=:.m:':··:ltI:40,96759,767 1m::};::::::::::::::.:::} I:::::::

LA River Bridge - C42SGuld9way - A9f/al - B"II,,«tId

Guld9way - Elevattld Fill - Bal/tlsted

SyBt9m - Signal - Ductbank

Syst"m - Pow9f - Ductbank

Syst9m - POW9f - PoI9 Found.

Syst9m - S&S Comm. - Ductbtlnk

LA River To Willow Ststlon - C3tSGuld9way - At Grad" - Balla«ed

Guld9wllY - El9vated FIfl- Sallasttld

Sylt9m - S1gnal- Ductbank

SyBt9m - Power - Ductbank

Sylt9m - POW9r - Po/9 Found.

Syst9m - S&S Comm. - Ductbank

Station - At Grade - c.ntBf Platform

Sp9C/al Condo - UR - ROW - W

Sp9Clal Cond. - UR - ROW - SO

Willow Sts. To 10th St. - C325Guld9way - At Gfad9 - Stlilasted

Guld9way - At Grad" - EmbtJddtld - DT

System - S1gna/- Ductbank

Syst.m - S1gnal- XP - TS

Syltem - Pow9r - Ductbank

Syst.m - Pow9r - Pol. Found.

Syst,m - S&S Comm. - Ductbank

Sfatlon - At Gr"d. - C.nt.r Platform

Spsclal Cond. - UR - St. - E

SpecIal Cond. - UR - Sf. - SO

Sp8clal Condo - RWChang9' - C&G

Sp8c/al Cond. - RWCh"ng., - Paving

Special Condo - Environ. - VJsual- SW

PAGE A-20 OF A-24 (Guideway Elements:

..TRANSCAL - PROJECT CONTROL - ESTIMATING


BY: DJal/1 H. Abadi / David Chambers

Date: August, 1990


ElementCOST

lIpeclol T,.ok...t lIpeclo. T,..kwork 8poc1o. T,..kwO<k 8poc1o' T...hOlk lIpeclll T,..kwO<k

Eq, , ..__• lIIngIo X_or _ X_or DIo-.d X-Inv _ x-o.., DlF

RR - Ro....'1on RR - R._ton

lII'TC MC-I

2,500,000

15,700,000 li>,:{r,:) ,:?> 1

$1,288,316""""""5,456,669 I I I

325,97036,219 I -_ ....

663,3696,579,9461,008,318

342,090 ,',',',

663,368261,164458,454884,083608,395454,831956,917

2,232,8071,159,083 I~~"i Ii::=:i'i:=:::IH{: II? ';::H·:::?'::I{::'~<:: 'uy::,:,I(:,({t,n:[y:/I:/:::/::[}:=: >11:: ;'::~ ';;: n'::m II:';' ':=:';::I:::I:~·:::'II:::I:i.::,·:;,:':II:,: ,:: ::(,(I

MC-5 Utility Relocation - C420GUideway - Railroad Relocation - MC-5 3,000,000

Rosecrans Ave I Alameda Overpass - C421Guld.way - Railroad Relocation - 1.40-5 8,765,000

Compton Creek SPTC Bridge - C4510Guideway - RIIilroad Relocation - MC-5

Railroad Relocation & Roadwork - C235Guideway - RallrOlJd Relocation - MC-5

Long Beach Loop - C3270Guideway - At Grade - Embedded - DT

Guideway - At Grade - Embedded - ST

Guideway - NR - Sfor. ML - AG - EM

Guideway - Sp6clal TW - Diamond X-IngSystem - 81gnal- Ductbank

System - 81gnal- XP - TS

System - Power - DuctbIJnk

System - Power - Pol. Found.System - S&S Comm. - DuctbIJnk

Slatlon - At Grade - Cent.r Platform

Slatlon - At Grad. - Sid. Piatform

Sp6clal Cond. - UR - Sl. - E

Sp6clal Cond. - UR - Sl. - SO

Sp6clal Condo - UR - Sl. - Pow.r

Special Cond. - RWChang•• - C&G

Sp6c/al Cond. - RWChange. - Paving

Sp6clal Cond. - Environ. - Vi.ua/- SW


11...-.,.


Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGUideway Elements - Cost Matrix

BY: D/al/l H. AbadllDavid ChambersDat8: August. 1990

RR - R._tlon RR· ""_lion

IPTC UC...

8pMlolT_kwort ........ T..._t .....101T...t_t

Oo<iIlox-o... DIa_X-lntl Dotbltx-ov.. DIf8lngIox-o-

1Eq.T.._

......IT'..twort .....IoIT__ElementCOST

LRT Trackwork Installation - C258, C258SGuldtlway - At Grlldtl- 8l1ffa«tId $8,699,944 II:)::'::::::::::'::::II·:::::::"::::::::: ::-:f':::::.I:'}::;::H"'::':':::'H:ch·::'::::n·:::;.:,::: ·:i'!::\,}:C,::j':':i;:::;;:"I:t:@:,::}{,:::::\\U::::·:!:1:::I:j\:':M;::,;::::,:,:::,:tFI 'y,:::::,::)t::t:-\//:ii,:' I}: :::Guldtlway - Aerllli - Dlrsct Fixlltlon 1,411,308 •Guldtlway - Atlrllli - B8l1arttld 204,773 I:Hi:::\::::::'::,:::::::\':::/:tll:,,} !':;:: ::':":::':11 };'iJ"::::U{,·;.,I·: }<'j';:::,::::::::::,:::4',::!f::,{:}inj.':,:':::: II:::":':::::':'::::::::;:::i::::I·::@:;;;::\; :::t:::::::: :1"n,:,\,O\ti:': Ii:.::: 'H>(ii':Guldtlway - RBta/ned Fill- 81111a«tId 931,070

Guldtlway - Eltlvatsd RII- B8l1aBltl<! 516,220 I:"::::.':::;::; ::::!;'::'}:;:::.::,:: .. :, I::::::;' t,q,:, :l ;;'::::,;:::::-:{::,:I::'::: H:. ?:::i'::' I;:: i':ji.}:.:::M,;:\:::t::I::;.;.\:: :!::::::,U:::iU::-I:::::o.}/,,::,) i I.' {iii:::-:::'·:Guldtlwlly- SUbwllY- DlrtlCt Fixation 496,125 I I

Guldtlwlly - Retalntl<! Cut - DlrfICf Fixation 73,756 \::=:: n!t:::::·:;W';':i:II:H::'[:nf::::,:r;nnl H-;:':o::': 0: }iII:::Guld.way-NR-A.cc. -AG-B 370,226, 1

Guldewlly-NR-Acc. -RF-8 112,982 I):::::' I·':)·J?:::.::Guldtlway - NR - Acc. - AR - B 87,687 I·'······:""'··:·'::'::',·,·:·..,·,:

Guideway - NR - SlOt". YO - AG - 8 556,478 ;U:It::==:'.

G~~-~-~~-M-B 1~JOO~m~~~~~~~~~~m~~mmm~$m~~m~mmmm~m~~~~~mm~lm~m~Guldsway - NR - Conn. GL - AG - B 39,385 r

§"f~;~-"'- ~~i~ NtWrt&4ili iJttHl~~:i::::~I:\r .System - POWf1r - Ductbank 39,865Sy«em - S&S Comm. - Ductbllnk 190,054 . I> .,iin.) ,';;';:Guldtlway- SptIClal TW- TlOltO 405,735Guldtlway - Special TW - rIO Equal.t.rlll 28,469 I::: .)::-g~;~$~:,..:::: ..::: it· i. ... ::. :\ .,:': .....Guideway - Special TW - Jli'O Single 142,365 142,365Guideway - Special TW - XlO Doubls 35,490 : ,+,::::;"Jg":?~~1~q.:\:::·/1: . .I>· >, }}f 'f:Guideway - Special TW - Diamond X-ing 14,238 14,238Guldsway - Spsclal TW - DF. Jli'O Doubls 328.049 }''::I· ,:t./:.\(.,.;.. ::::~~.~~94~ .

Special Trackwork Procurement - P830, P835Guideway - Special TW - rIO ItO 1,443,652Guldtlwlly - Spsclal TW - rIO Equalateral 101,240GUld.w.y - Special TW - x-o Single 927,110 I:I:I:,:+:Guld,w.y - Specl., TW - X'O Doublt 165,766Guideway - Special TW - Diamond X-ing 363,825Guldew.y - SptICial TW - DF,~Double 331.532


PAGE A-22 OF A-24 (GUideway Elementf

)..." ~, .. " ~-.... ._....~.,


Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGUideway Elements - Cost Matrix

BY: Dlalll H. Abadl / David Chambers

Date: August. 1990


ElementCOST

8peelllTrKll_t lIpKlll T"",bort lIpKllIT,acltwort lIpKlolTracltwork lIpKllI T,.ckwork Illl - ~Ioco'ion Illl - Ilolocollon

Eq. T..no.... 8tlgIolC-ow.. _lC-<lYe' DIo-.llC-.... D.....lolC-O'.. DIf &PTC MC"",

2,033,340

223.501 I:':<:nt':?16,868

50,604

4,217

16,868 1':·:- j·r: >":/\<.:>::.2,033,340

Guld9way'"' At Grad9 - BallaBlIId

Guld9way - At Grad9 - In Pvmt. BallaBled

Guld9way~ At Grade - Embedded - DT

GuIdeway - At Grad9 - Embedded - ST

Guld9way - Aerla/- DirllCt Fixation

GuIdeway - Aerla/- Ballalltlld

Guld9way - Retained Fill- BallastedGufd9way - Elevated Fill- Balla.,ed

Guld9way - SUbway - Direct FixatIon

Guideway - R9talned Cut - Direct Fixation

Guideway - NR - Aco. - AG - B

Guldtlway-NR-Acc. -RF-B

GuIdeway - NR - Ace. - AR - B

Guld9way - NR - Slor. YO - AG - B

Guideway - NR - Slor. AIL - AG - B

Guideway - NR - Slor. AIL - AG - EM

Guid9way - NR - Conn, GL - AG - B

Wood 11es - P825Guideway - Special TW - TIO"0

Guld9way - Special TW - TIO Equa/ateral

GuIdeway - SpecIal TW - XIO Single

Guld9way - Special TW - XIO Doubl.

Guld.way - Spleia' TW - Diamond X-ingGuIdeway - RR - SPTC

Concrete 11es, R Rails & Fasteners- P815, P0822 & I

$6,118.437163,987

2,495,172825,711 .....

430,984142,804 I I. I I I649,308360,000

.. :.:...: ..;.:.:::.:.:...::.151,506

22,524

445,034

135,811

105,406

668,920

210,203

51,487

54,933


" .. _ ......·n.J' ...... ' ,-, ..~ ~. , .."' '" ~ ..


Los Angeles County Transportation CommissionMeTRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost Report BY: D/alll H. Abad/ / David Chambers

Guideway Elements - Cost Matrix Date: August. 1990

Contract Description Element 18peo1oIT'__'k 8peolo1 Track_k 8peo101 T._....k 8peo1olT~k 8peo1oIT.........k RA-R._11on RR-"-_II...

Element DescripUon COST Eq. T.."""'. IIIogIo X-On. _x-o..c OIo_X-lng Doo.DIoX-OV.. DIl' IPTC Me-I

Main Yard andShops - C560Guld9way - NR - Acc. - AG - B $618,013Guld9way - NR - sror. YO - AG - B 928.707Yard - Site Work -lmproVtlment. 1,302.148Yard - Site Work - urllitle. 1,361.674Yard - Sylt9m - Signal 838.105Yard - Sy.t9m - Power 1,015,812Yard - Sylt9m - S&S Comm. 838,105Yard - Vehicle Shop - Building 8,960,977Yard - V9111cle Shop - E/flCtronlc. 1,129,881Yard - Vellicle Shop -Crane. 336,202Yard - Vehlcl. Shop - Car Hoist 1,266,763Yard - Vehicle Shop - Truck Turntable 217,331Yard - VeIIlo/e Shop - Truok RfJpa/r Hoist 130,082Yard - Oper. Cen'er - Building 3.644,778Yard - OfHJr. Cen'er - E/flClronlo. 680,810Yard-Oper. Center-Car W..h 511,121hrd-OfHJ~~n~-~e~numg 334,662Yard - Paint Shop - Building 1.100.474Yan1- Paint Shop - E/..,rronlc. 453.873Yard - Paint Shop - Spary Booth 591,957SpfIClal Cond. - UR - ROW - O,h., 88.854

Transit Signaling - H825Guldway - R R - SPTO - Signal 45,814

Yard - Sy./em - Signal 390.174Yard - Sys/9m - Signal 881.954

Syttem - Signa/- Way./de - Cable 5,142,624

System - Signal - WaY'lde - Cable 10,498,485

System - Sfgna/- XP - Gal. - HW 353,308

Syll9m - Sign8/- XP - Gat. -Inllall 552,641

Guideway Elemnts Total Cost I $1471 $1,120 I $2051 $431 I $880 I $13.393 I $29.985(In $1000)


EXHIBITS

- -.:..,.,-.-.... ~ .,..... --'.. "

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TYPICAL SECTIONS" .

BALLASTED. MAIN,LINE,SoulIleIIl~"'C"""...,...-.......'-'-..............I~ ................~J::»4I.4

LOI AHOElU COUNTY lllAN»OIlTA11ON COMMISSIONTilt Long lleItttlo.Angel" RaIl TInIl PJOjtl:I

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EXHIBIT A.~.,,0......1._.... -..~._ ........

I<AUAS HOno

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RAIL CLIP ASSEMBLV DETAILS

CONCRETE TIES - SHEET I OF 2 /

LRT TRACKWORK INSTALLATION

'CALl, 1~I' ·1'· 0

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The,Lono;J 8eaclH.oe Anvelel RaR TllnsIl PIOjec1LOS AHOELU COUNTY TRAHSPORTAnON COMMISSION

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tu....."<MUD _fLDII 1fIUL.~

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SECTION ~

RAIL, CLIP 8 St:l;LOERSCALE I \4". I-

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RAIL FASTENING ASSEMBLY'CALE;. ~4·. I·

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i--=------:...-!'ERfORATED ~. ,. IDGE •_ROII..N ...~T

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"I PLANI......... , ;../... .:'. I CONCRETE TI[I·Z.· ......CIN., .. " . .

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.&~~~ ~~~~~~~~~~~~~~~~I ~ ~,(\~ -••:jj·P....IITIDH U:IClITM SUIGRAOI

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I'EM<IIIUfO Z. CONCRET[ Til: '''AC..I SECTION C~"'" ,:.;l·,:":'·'t" :: :-.....'.1'.':. a.- SCAt..E;W -.°-0 -HEAvY 0« U4HT TU'n: ClIO",",. • ,,;, •... ' ': r' '.SEE ""-C0lt:'0II nl.t!UFleATlo. L P'CC SIDEWALK tTy,..A.O DHAIL 1"".1 ~ ~

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AT I" '''ACINI RR'OD"

spoTet. ---'I!!.IU(IL +-_:-:-_-'.~~L-_:;__::_-_j(, sECOI'OHANO HAl.

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-12'

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ISlE NOTE II GfDTDelL( ,.1lH1C116 OllSO ""~. IIIN ClIUIHED I'EIlI"000ATEC l.fIIlEHCR.lIIIITY'"

AGGRlGATf: UIE

: SECtlON . wrrn UNDERGROUND BYe1~PD:(~~TERFERENCE -

~'D'~~' ~.L~ ----:1:~ I ~6Ojjun .,.TC

't!!l!(,=g ~ YAIIIES f[

NEW lIS KRAlL· 1'-1- I '-)1 ,I. . IECOHOHAHD ..AILITYI'I '\ '"'1 A' ~I-IZ' 0 rill !.lIT!) 011 "UVI!•

,·...••••..0·TIMlER lit: lTYI'I..,AT I.' ..ACI...

. JCtl11T'~"l ~nIlEU _'ACE l'~.~-~-~'~'_~-~'~-~"~-~~"~':I~~~~~~~'~'rt~>."'f+.~:;-:'''''f-:~''J!:-~\ q- _ lIE NOrE l-~ .,.: ... ' y .. ') I aa· MtN I'U,AST __-V"

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:>: :. " , _'. ...:. 1'[II'OIlATED UNDEIIOR lnI'I _EGATE IUE DEDrEXT"'E 'AIRIC IIlI OZ/.O YOI

.f,rT..···, • ,~. •--,r--,' , SECTION Wll}IOUT UNDERGROUND ffi.: IALLAH 'l:<~ :(~\l~··~l.:~TE UTILITY INTERFERENCE . . e

'1\,' IIASE x.lU: !Jl4"(-D'

)y •

!!ill,!;I. 'Oll THE LUTI Of' UT TItACIC CONITRUCTIOOI SU ,,.TC "'-AN ANO I'RO'''I

DIlA"'U'OS AND STAGING "'-AN .....D I'ROflLE IIRAWIHGS. •

'j; Ilisu.AfrH CONIIST llf' OfOTEIfR.E fU1IIC1 AIID I'OL.ETH\'L[IIf SHEETS':l- GIl EQl.W4LEII~ TEIllAL 'll£ lZllllXT1lE ,AIIIIIC' '1 OIISO "" SHALL IE I'UCEO Df/

TOP AND lOTTO,", 0' I'OLYETIlVLENE SHEEn 1100 loOtLI.~;~jIHSUL"TIO" ASSEMILY CAN IE "'-ACEII VERTICAl. Of! ILOI'EO AS SHOWN"':.. ',lIT TH[ IlISCRUIOH Of' THE CONTR.cTOlt. ,

4, y' CEYEHT·TREA'ED ."SE SHALL IXTEND wnHIN lH£ LIMITS OF LRT TRACI(WQRKIttOWH ON SPTe PLAN .""D "'OF'ILIE DRAWMS. 7· salt.. CEMENt ••51: SHALL IE USEDfOR ALL OTNU LRT TRllCHWORK 1_ DN aTAOI'" "'-AN .....O I'HGfLE ORAWIIIGS .

\. , ."1 -r1'-.'-0· ....,..., ICALI

L.....;-0 • 71(r'.I'.1I' .....oc IC&LI

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• "" ., - .......Jf .... ",o 'I! .:COotI_-eI.oROl· I"-<; :;:-..;:;::. YIoNilto' .' • .:. LOS ANGELU COUNTY TRANSPORTAnON COMUISSION 1oII)-0000RlOOR SITE \WflK AND RAILROAD RECONSTRUCTION ...._ ....

l~liWI CII'"GlMlflU' R[YISfDCOIIC.Ul·T1l ....rs 4& =--==- -r.... id. .,.*....~c~~ T.... LongBe.lclH.c»~ ... AIHT,.nalIP"'Jeet SATELLITE YARD AND MYRRH STREET' RR'OO...'BI;,r ...... ~- ' _ ....- I'·A,"'-'1lJI ~',. "(;.~. -~--1/\ iMi ISIUIHOIlCGNmucnoN' , . •. :::-..::.. _'"'''''' rY, 1-'1 for.FIem 1!!!!l!m~!~J!!!! ."iI. "'1I~"13

• IIItOU4lNltA' MID AA~lJW P1UCI'DI "'II ...._---.. L:.;,i"1 1i..L I ~ os •.-.__ ~I~.. I~ :~;~~.~~wi.-:-e-u IONIIt__ ., =::::=:;:::::.- ~~? ... -. ~~-r~" -c;--~~,~ :=--:<,,_,~";;.N TYPICAL TRACKWORK ROAD CROSSING K<.. --I.~~r.~ [su.,...~ ~·IC...r_ . - _ ~~ "';"Oeu.,...\:¥.....~' _""!' lJ'.J. 8.1>0":: ::-.....::-4...'iPlr . PLAN AND SECTIONS AI flOrEO

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EXHIBIT C

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'11I

" lr",.o· , 0

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2~ ~§ ~r FIU••\~p~"T[~~."L\.,

II . ',.,.,

-, II,I! •.•

"01IC=-======lf=.. 1 ' •fl

?;CH'NNEL WITHWELDEP STUDT ITTI'I

l. LIlT/sHC T.OCK

LIGHT TIlO"'C ~OV' T"....C

I ~4lIGU ...'M WELDED STUDS .T"., A .. X-- :~':ilDI CONCIIETE ""MEL. COLOIlEO POIIK .~ET 011 .LAC' ITTPoI

,~ , • > •••• ,.... (K:':::. rIL.... TIE _Hln.,

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SEt PC~ ·.IL s-' e4Ll'ST- "0.....- ItIt DETAll 4 '~;E p"o~r'\-

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4

~'./'" ,~= •. c.. L·~·oI" t.', ..'E/,e: .;:',~',J';EL.J ~.. ".c·:~c

/.~,<·/''''''''''·L:''O /:y c,.vl/-'(-e HEAVY TRAFFIC

O/~'rA..<'/': ,r,; .5,;';,",/~ ...·>s DETAIL SCALE, 0,.'.,'A: ~:. !--h:/.,',f~c"7 G/!,,;;7/.1C'

eJ,;<-';.:-,!,o/./C //.)····r.t;/.//.7L·.

* A/ _,L/)'0, c;;;DETAIL 2

SCaL[ .•- I r ~rt fIIR-DOII

l. LIlIISPTC .AIL

CLASSIFICATION OF AT-GRADE CROSSINGS

HEAVY TRAFFIC LIGHT TRAFFIC

II - - H _ ~ i 1 11 I __• __

1I t I' - ..... \ 11 l"-0'" I J TIE PAO~ I ; I ~ '-T...n. H£OPE.l' ITYP) I \, '_ 1 'r nT"~II v . v --t~• -- ,.. V ......\ .'-.f ,,"eEII T'E- ----,

DETAIL SCAL(' I/o'.,'

14TM Sf0' ST ST.e'H Sf55TH SfSO'H Sf82TH IT'OITH Sf/inH ST'I4TH STISOlH STSTOl;lI(Wf-LL Sf

ELM STLDNG lEACH AVE (SPUR TRACK ONLn

MItALY S1 UP..,R TRACK OHUIT..IIll.... INO AvE I SPUR TRAtM ONLY j

AL.llEPA 51 IS"". TRACll ONLY'£'"iOTHSrRt[T~

WASHINGTON BLVD ISPTe ONLY)WfrHON AVE

SLaUSON AilEUG[ .VEFUlRENCE AVEN'DEAU STCENTUIIY 8lvp

'PJ liP STWILMINGTON aVEIMPERIAL ttlGHWAY

EL SEGUNDO eLVPIIIl:OSECAAN$ AVE

COMPTOM elVP

~

I. DETAIL SHALL IE PROV'OEO lilY THE CONTItACTOR '011I IIt!EVIEWAND A..,.ROV...... BY "..,E J:,.GINEER.

2. LA1/SPTC LIGHT TRArFIC CROSSINGS $Hau. at: A MODIf'~ED s~ COMMONSTANPARP sn. "MIER HEADER SHALL 8E INSTAUEP ., GAUGE'SIPEAND FiELP loPE Of "A'L, AC PAVEMENT SHAU It UStP 'NSTEAP or'.LLAST 8ETWEEN RAil AN-D ..,[ADER

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3

3'+Z 'a' ~,- MOLES COUHTERSU"" To IOEC[SS

IIfTn' I HEAOS OF DRIVE I'IK[S ITT"I: I' _~_ DAIU. lIZ· DIAMETI. HOLE flYPI

I~"

!I

'. ~.lf;···'I~r~;~~:;;~. I ~ '. ~~:::;<~;.;.~

.\ '. II .... ;..""".00;-;.;.:.<

~i~·.··:?:r(/I ~ •.JlIl", " '•.• ~.....-

LIGHT TRAFFIC

3"----

t--__

At PAV[M[NT-,1""1 ,

.{'.IT\.......C...UIClNO.ttt '.".OD('" 2C'" ""liT L,..t.W~ ===-= '=='l~'I"'Ip,...-l/r~l'lCMI ...t NOllU I. "DO(I ·:'tnIllFOJtCID CCHlc"fl1 "ll. ,"I" ---If\IIlNIIS'UU fQll QlIlSlIUCtlOIl' : ," :-";'i::':.: """""'""'~~--I ........ .....,.t.· ........ ~.,.· ... ,..· hll' =~ _.

!If !ptI!CUIlo ADO Mol' . _1Cll.fl :\.& at :::::::=:.~:;r=ma.t:D 'CIII' •• DUo.:AI"'. I'!Z.., tIM ~:. ...Ii OCT. I ....1

~ lOS ANGELES COUNTT TRANSPORTATION COMMISSION~...~\ Tne Long BeaCh-loa Anpeles Rail ,tans,il Pro,e:t;J",'--~<

,~~~ ~.. Iili!iliffi !~11tl" ~IHOInI...!!!!!(nuI!!!!"

~.. r.:.'~ _ • SouIhtm caa.farU bI CDnanIna : :.:::.=~,;.:~_~ ...... '-r!.~/W... k A .'•._......-.l~_. c._.....,.... ~;: ;,/ ......'Uo. ~. ""-.......... I~---;-~~

MID-CORRIDOR SITE WORK AND RAILROAD RECONSTRUCTIONSATELLITE TARO AND MYRRH STREET

TYPICAL TRACKWORK ROAD CROSSINGDETAILS

CDIII'''''''' ..aAOt·rot-CZl:.«-........;.'11":"

RR-OOI9

~IY& 1101111 °' 14

loI:_l'U MOTU

EXHIBIT 0

"'.'~ .... ~ .. e.-SSIOH NIHlStOMOTEflIALS

O£sdnPTION

AAIL I liS 11£

IIAIL NO I 'ANQAOI. ~II~

AAIL CLII' I 'ANDRll.. ZOU

EIoI8EDQEO All. 1S0l1T0Il'COf"AACTOII SuPPLIED'

SEALING CO"_

J "".'''01. Ill1\. CU'SlO.I...O(R ~112 lHDTE·4)

fDq~:~\~

U-SUlTX-MOO

N.T.5.DETAIL

..

AM. CLIl'''''''- 1''-' .znILU. CLII' SIO.I-DEA I PA'ICIlIlI. 51 It '","E-.)

CQtItII£tt TIES I J.1l f'OIIEAO't AT-nZ

e'"

,'-.rAllLE CUIllISEE DETAIL S,DE-IS4S

CA'

CllUSl£O AllGllEGAlE BASEl"'"lI.· ...'N.(lNFLOWER n.,'_"Ill n. TO "'AS>tlllCiTtfO "YO.ANt> AlL OF WASHlNGTtfO 81.1/0.

,1t·...1t C1HFLOWEA ST.,FROMII III ST. TO III. St.

--.Ll", • EX~TIOfI OF SlOE SLOPE A',....- HECESS_ 'OR CONSTJUCTION

IT OONTIIActDll

CRUSHED AGGREGAtE IASElCAlI".·...'N.OIl FlDw'EA n .•'_",UT. TO WASHINGtON ..\It).

:~ri.~~~:~e~:.VD.1t •• ST. TO IlIIh ST.

TAACK

CONC.TII_ ...AIl

41,

.-. PlRFOIIllEDPVC IIWN PIPI!UIU._.UT-'S2I)

''-a'

,,'-0"

VAIIIES

... ."r.s.CURVED a STATION TRACK

,Ill· \'"-n- I ~~:r.~~_"",.-n I .-n- 1'1 /:;~::,N,=os ll.:;I!....~AILo;:..C:::L;;;•..;IIlOUl:;;.;:;:.;~=::A=·::::t:=='A==-_~.:sQ!;...llm==~:::S-==S~5t"'...i:=::::.~~__-.JI

.-AC"'. COURSE:IT''''. \

(JCAaTlCIf OF SO[ -----,a.0I'l! .os IotcU"""" . •_ COHSTAIICTIOfjBY CONTAACTOR

WIRe: IC.SH ._. -4-4

_GII_:ICAIIF~ AIlllCOlI'lOCr lOP ••

'UIlGIIADE: SeollF' ANO~. CCM"ACT rcp .-

...._.. '" .,

"""

TANGENT TRACKN.t.S_

NOTU:

I. ALL· EIlTtIlICll_ncU OF tHE EWIEDDEO IIA'L 150...TORIN COiTACt WitH ASl'IW.T COHC. PIlUIl ANO CONCArnSHAlL IE CQATED WITH UOICY.

2. AlL CCNCIlETE WOIlX SHALL CONFOR... TO Atl 50,-72,f'C. 4000 'I' .

s. AU .'lIE IllESH SHALL CONFDA'" TOASt.. A"Z.

J"''''~' ...

... PNfO"CK. SttOULD[RS lMIEDOED IN CQNCA£TIE SlAt.h.~W~ 55Sf .. SHAU. BE PA~IDEO IT THEL!.l. ..

I. All EXJ[!IlOll _FACES CW THE EIIBEDDED AAiL 50..._ I.CCNtACT WITH THE RATL SHALL lIE toATEO WITH ",OO5TUIlESE:AL..HT •

•. POll COHTRACTIOIO AND COIOSTAUCTKW JOINT lIE TAILS CO<CQlCMTE TRAClI "AIl.sa I>WD TK-1401.

DrTAU 5HOllrN aRE T'PICAL IoJC) MJST 1£ IlIl(JOfIl(O fOR_ ..~ TRAClC COITEM

""'" HONE

TK-1400... ' .... n..o& IOU

CO'I1• ..c... ItQI-101-CMO

~LOS ANGELES CBO APPROACHEMBEDDED TRACK

(TYPICAL SECTIONS)

Ttlo Long fleIeIJ-los MgeIa RIA TIInsil ProjectLOS AHQEaS COUNTY TllAHSPOflTAnoN COMMISSION

RANSau I~~=-'='=:,...a.-a..fI......e....- _ ..._-.._.__

::££L . ~-"':'- .tI'I'M'W1t· _.....ll1D.~~--

--==

..............-~o- 01 OItl1liCO Oft .Acvllt.Q f1:~ co tGOUIll'OI~o 01 Oi.co Iii.

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::.-:.=-a.:..:. !':':=--~""'==-l

EXHIBIT E

~'SCA'''ANIl~10P5'

...... PEAF~.TEDPvC ORA" PPECRE~ DWG.1ICl UH3Z11

rA\\:::;JH.T.5.

SECTION ®Non. -

SECTION

It. O·

_TIllESEAUJ<T~'CSEEHOTUONlMllTK·1400I., :;'~ ...

CONt. :~:~ .':=

.. IOTn. Of' _ CROSlN! MATEfIW. SlW.lFOUOII n£ CClHTOLII Of' 1llE TR.-ell SUI ..IXlIIC. SUI COHST.... COM:. TE II CXlNC. TIECOIlsnUCTION.

7. _ PAHDAOlIHOll.«a E_D II OOHC.TESSEE D£T.... \ ON .... TK·I~OO.

.. I'IUIllIlDL SIlIlUU&llI alIWlll£Illl I:DHI: sua.

.P~.. _u.It:~Drr. TIlE .•••.. 101' ~ _ IHAU. II: l£YEL MTIl

1tP 01' RAL.ID. FOR COOC TE CONSTIlUCTION, I. "'1$ SHAU. IE SAOCal

lET_EN a>N:. TES .IT 30 _S ON c:EH1US.

IIOA AYW. H ....

..,- .

... ,-

} ..•.

,.. AC USE COURSEITYI!I~_TION Of' SIlE--~\a.cft AS HECESSAllY •fOR COHnRUC11ON.., COHTIl.IC1OR

ROAD CROSSING PLAN".T.I. •

.·I·::·:"·~·~~

........--COHe.~ C..oss~y·~'or I ~~r-.

. ..': . '!?V y~y tt >: 1 • t ~ ~ t TIlACIl' V V V ~:t X X X ~•• :' I .'.'-/' . V' V V V ..."(:r<J<},r~ \:/ 7 \. ~ ••.. ,

)

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..._-.. I ---I~ I JO''LL:::-...=.:-- ..... ~O... ... ~ Cn:i-.••AfIIN:HPQOIIliCO '* .Rimi. NI CiD inemArDl

U'IMiQDCIIOctiCO .....Y.IM" .........

,....: '. ' ~ .""7.......... .......".,. I :.~! .

EXHIBIT F

".:'. tI;l:l,- ; J . ",

,;.:I';":··~-_:t ~ I

. .. .<:

w...£ MESH 4.4"'414

. ..."......

'II!

.' -

I ' ~SUUIIO COloIPOUIlO

"l """1-II. tl-'\ ."'·-C-••'·O.t.Ire 0 TO "e'

lIlEJ'lIlllIED TIE ~AS"", .__ .' /WIRE M£1M4•• ~••4

~

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'- CDl<CRETE TRACK Sl...

r.~

~

(

".'.J/'''

HOTE: IIETHOD OF CDKTAAcrlOH ICONTROI. JOIllr-- SHALL I! COtITUCTD'" Ol'TION,

" .....

2Q2!\

MOISlU'E SEAl. ...NT~SEE HOlt-! 0'lI DMi. ll(-'04oo)

[MB(DQ£O RAIL ISOlATOR(CONtRACTOR SlPPLEO)

15[£ NQIE·ODHOWG ,"-'000'

.'. '

I .. ~. I~

AC

...... ~~ ,

CONSTRUCTION JOINTH.T ,5. ",CEO '"

_100 F[["l M...........

.0. END 01 ~/SteFl

• (11II CtW'G. OF TRacK SECTtON'

. ,... I •• ' •

WIRE MfSH 4"4-414,

COHCAE TE TFtAQC lUll

. .., .. ,. ~,

SAWED GROOVE

CONTRACTIONICONTROL JOINTH.T,S, I'" 25 FEET sPACl'lGl

FORMED GROOVE

CONTRACTIONICONTROL JOINTIU.S. III n FEET SPIlCIltGI

••> Z'-I"IIIS'O.C.OI'FDAIIED TIE UAS

" ~

-.. ~:

:1

'"

''''I: ••_.".,DETAILH 1,5

2la "000TK,UTOla·3fT,TK' ))'0

HOTE'SEE 1lWG. T.-'OOO FDA~a,~~~:'Al5 AND

II

JI;J'J

-- -_... ~;.;:............ _ J~ ~'~. I.,:::=--:- _.. . t!J'·IIf. '._ .._ ... A.IIJ/MI E ~ ... ~

. ::::-~'- ......... I~I ~ J'i................ '/'$- i..~ !,

• ,.. AIfIIIIIIIOVI_ aulft"~co OW 'M:VtSED PI,. CO 11II10'''''. JU' In- ===:::. ...........D.a...1 '- .-:/'. j~CllClIl,jCID IMI._......... :.~-::. __ .,-, ,","-::.~...._

_IV. Mil. 0UCIlJI"flC* ,.,. ... ...--

LOS AHGElES COUNTY TRAHSPORTAnON COMMISSION

The long BeacMos Angeles Rail TIInsil P,ojetl

pAIlfSC6 .Im....~~_..::-_~.....e.--.,.......c.-. - :c~~.

.."tJl.; :R:J: ~.;

LOS ANGELES CaD APPROACHEMBEDDED TRACK

SECTIONS a DETAILS

It....u,n 110 1III00-TOl-CMOf'4Wl1IiIG NO

TK-14010" 1....11110.&. 1068

J<A"HONE

EXHIBIT G

,·f

4>

,_ .._.

""'''' ......

lfllpll..1 IlClt ._Ild '" C<tIum":!

TIE BAR DElAIL

•.., • 1';....'1...' ,,,f,., ",,,-,II••••, IItli. C.'lla" ••" 'D' " ' 'I'd rl'"

I 1111 lh'SI .,'.,. '~f',,... ,, "'f l r., f. f'.J' I~O' S' II

f ." t r., f' f'''' 2:" I A

• "f l T.' '0 5'·.- 1:0' S" I

• 111/1 l r.", <1"·8- 1:0- S' t:

r 'til r., f, .·~I· It,- " F.. , .' 1111 l T., f •. 11'·1' ro.· -r·- ~, II' l T., 110 11"1' "10' " c·10 ',lr.,.o 4"'· ,I~/()· S' e

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.....

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we~ WcttICD _ICC !, I

,.~ ~... .".",."... '... . " ..,..,,---......,...:.1

SECTION A-A~··J""O·

/"t.-M,•• v.""

gCTION 8-8'h-.,tD-

LOS AHOELU COUNTY TRANSPORTATION CO....ISSlON: ThlLongBeectH.oeAngtlnRallTrwIIProtee1 MID-CORRIDOR LRT AERIAL STRUCTURES1"'"'6

I¥!~~".......--=:=..eaar::.:c.:-- COTA CROSSING LRT OVERPASS I:=,=",..:.."u:=- . BENT COLUMN DETAILS 1::.....=.:-'--'---....-_ .t ~'"OT_

I!I!T meg ffWT1:WOW rw........., ........ "....,..... 111II ................ ...,........., .

..r:.:.:..-,

_. __._--_._._,:;,~-~. .,-;......_., ...•.•.,,..""'- .... ,., ......' .. ,- w

& 11I...,,,,..• tw.,,.,,,.,,,,.,..,.... ,. ... "". ,. ......... ...., ...., .

IIfC:l

1Mf! P'tIfA, $l'f.1C~ • M"A, IANe_ MiD HDCI' DerA"

"CEN1NJf1L LAII "5" M! AIICHDIf

.... ,.."..-N .

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IJ

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11'1. C.t.-. ••"

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,

SPIRAL· AND TIE DETAIL

1.1

!~

8~

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I~. 6"'_' ",.,.'#....,

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IIII

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EXHIBIT H

:.~.;.

~,~::.. ~

.: !":'.....

-,.14

L•• 1..·/1' #.,.

I~O'

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l TERN.',lIVE B

... r,u

,,11 ~J'~4 ,., 6

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4'.$. OVERHANG 8 BARRIER

~,. . "~}'• OYERHANG 8 H.

AU"·~H.,.,.M"DRAIL "...

")W~.~--- . /~.,.II.••• ColE e:::

, '"r-/ 'v' '._~ C".II••••••••/."., '.

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~~::::::;:::::~i- ...",~,...,"""~""f1"" '- ._./

7! o· OVERHANG I PARAPEr

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II

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II ·14

WATERPROOFING DETAIL_._ "",i·/[O· ,.

___li-"'iUl',,'al£ ...__,!,~.IIC_~ '- ~_"M."'~~~

J'

SECT/ON OVER FRWr

Hem:, FOIl CII068Il.Ol'£ AHO TIlAa< ArrACIIotENlL..-.._. ~~.!"! ~_2I~I;__.,_ _ _ ••-J

TYPICAL SECTlON~"".,-"

U I ·'~~f ·~"".,.I·~Sl!A":':\ Ci.!j;;PVERHANGI PARAPErj "c_~ <1)' .. ,<i> I'.. DECK t?v..E~,!AN6S

®.~ ., 10 ~ ' •. 'f·Z· ,

6 II~ 'lllP~ IWI_8I2E18l'~1

seCTlON'srA HO@J'''1'II-II.7S

<i5

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.........~ W5:=: @~':~iSf~'\. 0 lOST~::;;rOl_~.uAT:ttrp,=SSIOHn MIO.:co-R-RIOOR tRT AERIAL STRUCTURES1::'";';:"'"_ . :-..::== ,....ft ,!HI :)!. .,J--"'------=---.:....r::--:.....::..:..:.=::.:.:.;::!.:::..---l.'::E '01 COlIITllIICTI\!I! ~-==.. -'1>""""" ,~. ,:-~;..:: r:E1IcollIIal~....n.t ~:-lmIA"'~COTA CROSSING LRT OVERPASS.

---- PI" ....--~ -......., •• J. ... ~. ../ j --_..~~. ."--..........~._-........ _ __ \~f~./~r~·.:. ~ .t;,,'

)

\,

EXHIBIT I

.&$ NOIEO

, • I I • . •=.111·'1'..0' _!OI.'I • I I

I".i'.ft'"J_. 1CM..L

FOR AOIllT'O.AL DETA'LS. SEE IlWGS.5[-'250. IE-'~I.CP·IZZ' • CP·llZZ. <J>

NOTU·

2. CONTACT SURFAC£! IETWE[N lEA"SANI) SECOICI POUR CONCRETE ARE TOIE ROUGHENEIL.I.LsANP_II.,ST'NG, THENt:lEAHED IEFORE POURING CONCRETE.

€ FOR SCUPPERS ,5EE OWG. IE-lUI. ..-

IY OlHE:RSnypt

oDELETE

.:0.

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1I!Ii II ItAL

J'

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tr .'L UDIIt.tT ""'1'0111..... . ."IL 'UTlN(R Ifl'"........... ~T.. OIf.~

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DIRECT FIXATION AERIAL TRACK - ALTERNATIVE A

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IF R£OJIllfl)I

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40:1

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TYPICAL DIRECT fiXATION AERIAL TRACK- - -.~-

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~~- ..!J ::=-...::::::. OO':':'C:" ,I' :' ': 1,& LOSAHGELESCOUNTYTRANSPORTATlONCOMM1SSION ~:::'::"""llOl'TO • Z~

• -- ~.. ~ ,~Vs.<~'I.:/$: I;:: The Long Beach·LDsAI1gelesRe,llfens,tPf0teC' LRT TRACKWORK INSTALLATION TK-1214i ===-:-.. I fl. .< ,'tt I"'~tif ~,. U"'OY[DCHlI5Z,C4 ,&CDID toifl .R[VI1ID DIU'. >'t' ,'" ..._-- ""OJ.'''' ,:...... 191" i.~- 'SouthernCBlHom111ldConIlII11nU TYPICAL PLAN AND SECTIONS .'VA 1"''''lID

..-..... IftIt. ISSUED FOR CONSTftUCTlON I =:-.:=... \::w'~ ~tl.:'1. ~ .: .. I.~:·:"=;··_·· -- ~ L.!l' ~

.. I II AOOtPC:ltIN NO {- "~TEftH.nY( A D£ltTIED ",.. ------ 1---_. I . «\ - .~.I., I· DMJM 1 _ ..-,...... _'J . , ..--- [~ •.~~~. . ...-. -'"'-- DIRECT fiXATION AERIAL .""I ~1!'!SuEtOR"O ::::~..:.:.. "~ ..;/ '------b.-!"'geJ'J4· ,"~.--........... (/It I.v...... DUC_lP101 ~•.fo_I'" _e-. 1~'1''2..'''1'1 .. / IUIiIIIIf1tO::.,...w HI I~.. ~-"".."p

EXHIBIT J

•

.NP~..J '~.~..l L a:. I

'" OUANlIlIU TD IE [STotllLISOIEDBY C'ONT"ACTOA AND CONSTAUCTDNMANAGER DURING CON'STRUCTIOH.

TOP ~ SECDND I'DUR CONCllETE

4DAI

PLAN VIEWINSERT LOCATIONS

•.TS

SECT IONINSERT VERTICAL TOLERANCE

1<15TOLERANCES FOR INSERTSCAST IN AERIAL GUIDEWAY

~.

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etJ~ ~-~-~ & REUOVOl ~ S"'".

GALVANIZED STEEG SHIMSCAl.E' \"Z·'t"

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ANCHOR ~sr"T 'SSEuauSTEEL wtTM PLASTIC 'tUGITTP.I

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IoDlunllENT WASNU DUCTILE. IADN ITY'.I

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TK·1323

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'.111.'t-s?--S~111-· r CA.trH(: lUll


oIREeT FI XATIONMOUNTING DETAILS

Tht Long Beach·Los Angaln Rad Transil PrCjecl~ LOS ANGElES COUNTY TRANSPORTATION COMMISSION

- 1~t't!.'l~'~!"..!~.ot!~~I.~1DMJrM '--'....-.....-"'--.:..-......

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:=::==== b!==?:Id<~--1

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•• ,to" U·..l.£f) '\7" ~fln Aitef N l ....l!.LI...."'-J""'-'l..:!I~ ::.::::=:---- - .._- _.- . . :-":;:::--'-"::'I"::.~\ _! 'I

EXHIBIT K

,

,a",--;r:"'

~. f :.

.;~ .''-;'.'-.

..-;

I.II'~N•.';J.trA,~ftI."/·\ .... Lal'l~'''' ...£ MUH ~•.I,C.1. ~:IIIU""'"1 (IU.C,t

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. .\" ..

;..

..

"TYPICAL BALLASTED AERIAL TRACK

SPECIAL TRACKWORK

~ ,....i

'i."'

•

.!!2IU.1I. Pl ..,. 'I..ell: II SOWnlYIl ON .. Two-tuee OECK AI IHOW.'bill JIIIC••L un••OIlll.,

."

CJln.' W.It•• 'HI.IC.)

AERIAL TRACKSEE 110'.

'I

TYPICAL BALLASTE D

IAII fJI_A&:

_.~... \.....;, • ," .... I' • _ .... '. • .: ', ... ' _ ••c '.' _ .

::. ":." .. ' • . ochoo··~i::' ~"• •• 0- ~ • ! '. ',/"'. "(.'J1U1l. ., ..~...; i~tlf'" .....LA.! '. ;ai.,.... COMUU11 ......6.

I•.I.•"~ ··.".·.fN" .u. I......; .

LOS AHOElU COUHrY TMHSPORTATlON COMUI8IlONThe long 8eich-t0i Angt\tI Ad Tliliiii ProIect

EXHIBIT L

. ~It!:r I=.:::- ......~ - ...._-- ~- ...~=D,O::D CO"ITRUCTI_____ ::~ [Fl=d I

.1".1~1I1 ---1MIIICJI1t11OIt JIT.zJ__ • ...-e-.-r-.

"[JANSc>uIhMl~••c:cw.-~ ---• ~o.- ........ _.........-~._--


TYPICAL PLAN AND SECTIONS. BALLASTED AERIAL

.' , ....• , ..

I • I I •I-;;;;;j ; ; ,..... ,'·0· Mll'MC ICM.I:

_1'MC1' -a RDI~-

~tlO.

TK-1211...... , ..IIT'-.

90-..

S}4•• It. o·

I .... "'. . . ,. , . ' p':' .•~.,.- . •. _. '.' . '. • - "

-:''

I-- l.elIfIN. "n"INI."WALt.. C.J.e.'

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TOP' '., "ULan

:: :.' .1-~~~~~~~~.- .. .....

C ULLAI';> ,

l.

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:=::~L=----t...-..,

)

TYPICAL BALLASTED TRACKON RETAINED FILL-

-r+-

lil9 I I I

·u qlll I III 'UI•. a.ft.....orll, IIG Hill "''''''1

dillI

~: I

~I I !p4-L

,PLAN VIEW

~

~ -. I "' ...- IIU"MIC I£M.AcarnIUlCT1lIlQ8OI·rft.~1Il

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LRT TRACKWORK INSTALLATION'TYPICAL PLAN AND SECTIONS .....

!of.'. (-f!" ,..

:.. r'n....'2.•DIlMIIIIIIIIl

TK-1215

~ ~.:~.. "~:,,,' .i

RET~INED FILLS

.~.

EXHIBIT M

...(E;'IJ. OROUNO

SEE TyrlCAL SEC'ION A

.'OCI ,"oLI ~.':":;fOUNDATfON .~ •. ;

."15:.1

LIlTI'

·rk~:' ...~ -u,nT WALH' ....I.C.I

-!...Lt~-i[c.... ..J ..•. ".. ".

LRT t'.LlGNMENT DATA!AlIGNMENT: NO,

POINT OIST. COOROINATES

DESC. BETW·N.BEARING

N ESTATION

UT·U I I POT~1'·04·S4 .•·[

~,,,..~. .l!~"!OO "0·15.110SlOI

-=- " ~IC!.!!'_ II Al,"Z,II'50 47 lU.'O'.n "".4:1 :50.

pt -10 TO n.olln 221....,1. '5t • 75 00

~I '10 TO.000

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11..14'." '0,'1'." 12., ..,..04 Jl4+42:.0e

~

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S1.'42.IS n'.MUS- PI -10 TO .. 1'4· "I.'".. 1".ltZU,44!lOCI ~OT 50.1'....5 7..... 4Z.0.

- 2 - 52,11'.545 Z21.17~ •&III 52'·441'03.1'[- - '1 -10 10 '2,115.47 Z25.'0•.n n I +41,11

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I3t.41

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tu.","." us.••••• '4.)1 42

I120.'0

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TO EXlsTlNIUlItll C:o'lI:~lIUCTIOII 0'~~"~·:IIUNH"[1lTTYPICAL EMBANKMENT SECTION A

LR1· STA 750 +15 TO 7'4. 4Z.01 -.CALf: .- •• '

la'DIa..

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TYPICAL s.£CTION ~ U-I/Z· BENO

'ON"[N.PTe: ALlIIMM"",

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I I.[.!'~.!~!!..!~_ t-• (II[WI YAII'U I, II" O· I ... O· I ". o· . I'·O· I "'0'

_ny WA"'~IC"II' 0'•• yLIIT.fllI n.." O~I.~fI t .....In WAUl Ill.' c.,10... OCI POLr • \. I J -,.INCI "'teAL UI,t.CJ

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n .•LOPI 1l0WUD ~"'H.[L1 I

r = ~ j£--............ .(L.A. CHAHNfL .LO~IIV:::: _. - - - - :-~ ICAIIrry.· ....oC_C,.. - '.-U • AI. .....~. IPICI'IIO _UI lOOT _III

_ - - EJlIlI .IlI.llUNO~ •• AC ~Ay[lIl.T ........-- I CON'OIlIl 'UN"CI__ - "\:!.._. '0 UIIlI.,

\!:...- ~--~ TYPICAL CUL- DE-SAC SECTION@LarNCHcvT 1N1OIX•• lltiO Rlt.l. '6i1ii -

DUl'INO co..nltUC:l'lo" orHr.• ......ANIUIEN'

AS HOllDCt.11

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TVP~~~;'..;!;~RUSTBLOCK DETAIL ED.

~

~t.THllUST "OC'" IIlAL" 8[ COHCMU·'OCIO ~II 11111 ~'''Y[ ''''I''''".,I 2COltCllUI "'ALI••1 ~.AC[O aaUlIT UND."....[D 1O"./t01Io Anlll ••n

I 1000INTS ANO 'ACU lll' I'!.UU ......L I[ CLIAIl 01' COIICIIUI... 4. ""'EAI .... H. W, '0" 150 "11 L1Nl ",II'" ... 1100'"I

-lOlL KAlIl..' CAP":IlT.

.!

tl,. '

!~ :;::-.=.. ~:2'a.. ~ ~ 1b lOa AHQELEI COUNTY mANSPORTAnON COMMISSION ........, ...0"'.""" 1

I. ==-::::- ..7'r.t..2....-;~.-.· ~ I':: lhllong Eleach-lot AOV"os R.i1 Trln.il PrOjtCl L. A. RIVER BRIDGE ..••..CE·0633

'I ,._e-_ I=:. I Q ._.• _t_ ":"...!~. .• '.:\ TEe)-' __ CsllIornt••IlIC~ Ot. ...,,, ..

• _ .._.....- In:'1t..UtZ., 1 ",,~ I • ,., 1 • ._"_.~. 35" "t. ,....,,.' "¥,,•.,.._ ===.:=:. ::7"?~.:t ..o.._" ••• _ ...... _ ._. _"__ • ::_-:::=-_._.. TYPICAL SECTIONS a ALIGNMENT DATA I'; ~ .'h.-/CO C' 4'.t"J :.-.::=-..-::.:. t" ,'" .. " ~.:A ....~/:.. " ::':::I.:::.-'~_.r.-__. .1'1 PA'I ~KIIlIf'1" ~ .. ... OWZ5/" ~.~.,'.<4 """"-Ih1IIc ..~

EXHIBIT N

,

, ' ," ..'::',:.:," ~.;/ r "~3 ! ~I~ ..~ 1~~";it'':.'''~~~~::~1I1.J~ ,.sOf~2: SEGMENT SEGUENTNORTHEND SEGMENT SOUTH EN£>

. .-, ~ ~ ' .' l = ~ II! ~~ ~ r;~ t. fOR. U~U:'UJ.'" Dtl"IL~ '>tf' 0Ilt0. ~e. ~T". HI! tLt.... L' L'l ,:>eo "fJ. W~ tLtV L'" :~, .' . Jot h :;: ~r~ ~ ,. S~. ~ r -'l1~ ~t'I"\t. ~, 14·'l1 1'>11,1(,0 ,',,,' T'''' 1~'bO 1'>11.01 1·./,o·j'·'u

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• •• • ••••.•.• 1'OIJ~1I.... I'..,.11i lIOl-ltL,> '>tt PUlo • . . - 'f. :~ !-f ,.--....L..W..Y--" 1,1 Ii ....... / ",--..Ul.U"... _ <;t.""tl. .~" 1... • ...0 n~.t>., Ill' CO t~~.o'" ..~ __

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, 1.0'. .' ... , .. ' .' ,. I',f/' ~ 0" ••• = .. .' '". f/l~Ht"UG."LCO"'lItJUII-rot __!:to!> 11''.>0 '1.,,1.1"1 11>'00 "l,>1.0!> .•.•'. :," ~ ~. , -?-~~ . - .~ l", m,.J I ::t LO>l""~PI,JJ.L~tlllt". t>I....... lll ~9 'e>'OO t!>1.0~ 1&'''0 HO'tu ''.. :" li~~ SE';$OI' ~I!\ :.i rllr' 5['1&01 • WP., IllVtlt.l(t.\~t"L"'b).,ttDLI~. ·-~O 'r>'''O t!>O,'I... '''I dIG 11.....0 t-". ~:'. I --: It !>~ T~IIC.K" ._ . ,P,,:>·OQOt. - r"

':.. ' :~ ~. . :,~~ :, ~ I' !:til 1"1.00 '1'l·'I.~O 19· '>0 t'tb'" .....~'.:' -:.. i,;.' • ;.. - .. ~ ~I'l I"" r,o t'l.b.7~ to· 00 '1'1.''''1 T:. , 'i ... .......U..LlO:.Ll".,.-...... . H.., .,. .l. "'-1l..Ll.l,,..'(;., ~I~ 10' 00 '1'1.1."1' 10·.,0 'I.'I7.'l.0 .. --c.-'~, L4J" ~ 216 J11l·n 4® ~~ to''''' 'l!tl.to ''U'OO 1U144 1--.

.. '" ; , § ~I~ ILt_l) A ~Ir". l' • 00 1111.44 11·.,0 '1'1......1 I_ '.. ~ ~i _ ~ ~u 'u· ..o tt., ....7 1'1.'00 1149\

:,. " S~I~ SEGMENTSS28THRUS~Q """bii-i'l..oot1.+,"11 1.'1''''01!l.4.14 I ,, . SEGMENT 51 ;; !i:!! SEGMENTS S2 THRU S26 _~Ib__ !t.~~ 1'1.4,1+ V"'oq 1'1~~ I '

.: .. PLAN AT TOP OF WALKWAY.. PLAN AT TOP OF WALKWAY bi9 1. 00 l.'1~.tb 1,,,0,0 t'l.'1'" Ir-\-.. ' SCA E' I .. ('0' , 1.'. t. • ~1.0 1., 0 111. .Col '14' 00 1t 1.&" J_

. L... SCA~£, I' 0 ~'I.1 74.00 ttl.th 1.~ ",0 'l.'l.1.Ob----;-+lttlt-ltOI'.."1Ic.1 ,,·.u·. UI...~OI'..CIH.. :>tt '1.4 • ':>0 1.1.1.0& t.,.oo t1.o.!lt

, . ........ '",lilt byt111U"-,'A.L "toOliT ~. O' a.~' I J S'ft1HtTI'..""L "'.OIlT :.n t':> 00 'ltO!lt 'l.., • .,o iiCf<,i; -1''' .,. ". "··o,,,~11 .. '!>TJl.U(;TIII'..t" : • • 'L,v. ")(oIlT 'I' ~iR.U(.fUtt.t' • -' '

;" . '''('11+,~'...~lDlt.' '''Ifol1.---.l~' '1'~"117 1",'(7111.7 :>14 t~·r,o 'll",~'" '1.... ·00 'lIb,'" I• • -c :'1~ 'I.~' 00 '1.1&,'''' tu.?O '111>.01 I

r-·-·-lf-H,,/~~··,;,:;,_·=,=·====~t\~~'d!''7.#./=:>'''''''''':~'':''·''::_·';''':·'~··t---:-. ~ . '<. 1// '. ·~.'t ~ :>1~ t ... o,O 't,"0'l. 't1.00~11t(,-f----. . . ----= ., . ._ ~ v. • . _,-- _ ~

. ~'''COIIT '<"OII;~' '~, ~J: A I ...1'1..... ~•.,'01Jr.'\1\~ -/ rl_"~ 1----'- !>17 !>~t"0I-/I ~t-·lIlOh~ H.l.~ .l- ....,.. •.,,,11.. '.,.n.' 1 (,&:' I A.LT~)' ."(,1>I'\.~ / yf- r- ~~tl.?O 1.1".4" ".,,' .'..... te..OO tl".7~ 1'~' "'';'-';'l~~ ' . 'ttCOtl: -D',''f~ -:. t . 1:':-_ 10'·0" \ I .:~~~~~., -. ~1'l 16.00 '11.,.", 1'~ ,'.o.Ji tb·r,O 1!~~~' ;':c.i!. -;-:- \ • . Itl">t"-I• .,l1 • ~~ 'I ,;- ~ ['15>11~ I TiP. . !>'>O 'tb+':>O tl~."'11 ~£ r~t;~oo _'E~::.~.2:."lh:~~

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'... _ 1",,@lIlUe. ',\l'lI1."""''a'il' ,/f • 'f-" . III" I ,.. ,,"-1 ~ ill . I·~. • ~ I

\·1.... +JI.... • I . oQ 1--- -J -f------...;~/, .- ...• IJ ~. . .. I.lt..~~ --;';';'.:.'.. ' I +-1, :~",! ..•.•:.. F.....:;::::-;,,:.~ -;:;,.~:-.:..

"U".~ '. I l' \..fof~~ ---HDl'tH~-""t,f,(P. L.·'l(io,1ldJ I I \. '-";@!1. Lt.,~~, j I' f':, ..·.0· b,-'Ml, '"'.0' I Iq~ L~(,o"'1'I. j I ~"

.' : .• '. ",',to.~ ,...."'. 't'';:W J • I ~- - ~~"', . , CO~Il.O!lIO'" C0Il11',,0L- cP?'OG'Ot . f- - - -H~ --- ~ . '.II . '~~ . """.. .,'llel>1JlU tltl~1 '> ~"·I ...,.. I----'--I-H.-L....-----':...,. ~A.LJJIo\'f&.H~HIIlI\ILll!:1A.1LHr·~t...H.\4 ~'I(M SEGMENTS S28 THRU S~O t LL" _.' SEGMENTS 51 THRU SIB , ~1~utluML OU"'L~ ~l<ll\llAt._.t ..~~ SEGMENTS SI9 THRU S26 ROOF SLAB PLAN! . " . . tLE'&t~IC"'L Dt1A\L'.> ~~,"''>. et· r.ol'> tt·1IIl.r, -- - '. . SECTION ® ~~HA.NI'''L D~I""'L~ Il1t·1l\o04 Ht·klO" SECTION ® SEGMENT 55il leau, f-·(·o· 8 ~'ILH'" "',"41 SCALE, *'.'-0" G seA\.[, f.r·O"

I REf£RENCE ORAW""I DRAW"''' NO. ,- 0 ",,'.AC"lNO ROI·l01·CH.II . :::::-..::=. .~ I LOSAHGELESCOUNTYTRAHSPORTAnONCOMMISSION FLOWER STREET SUBWAY ••- .....- . =:::.:- ir.""~0flJ.I..... un: TlleLong8each-LosAng.lesR.nTr.nIUProjec! SE·1606.1 :::-..:::=~.:. _~" ,'~~ _~_.... e-IUontt BOX STRUCTURES 0". ...1II ...._51 =:.:=. .--:.i.::u..v • i:-"":;: • _ - - •__.. SEGMENTS SI TliRU S26 8 S2B THRU S30 121

- 0.-. ......... - ..._... ..."..,..... '/.-/., IIItIiI:::!ilI: ..._ .....................',J _ ...- =:= '"I"i-.' t~!t:"~/ . _ ••_~~•..:.=.-J PLAN a SECTIONS ouu_.v':"~ ......A., ,.-. ....., oua.". ~ .... ::.::-..:=.:.- ... 0&1051.7 ~ _ntO;L~ ==[.u.-'..~-"MA...".,j AS NOTED

EXHIBIT 0

..","._(.-.

~I. (XISlING SfwK:IiRCULU OR...NiGE SLor 1$ f~ SUo

'.'S.'+04 TO 11+47 ""0 IBn 10 14HI OHU.

STATIONING I"X"DIMENSIONI RE~ARl(S

NB TK

~~~p"~:::"lm,W'U4+11 TO 1+'5 -..-:;:-.tU TO 1+04 1'-,· "-," t~"~"-., ~IlY" ,'-s' SE -'211 <[>

SECONI) ,oua CONCRETE •• 04 TO IIH' .1_,•ITnl

II .4T TO '.U.,1_,.

" -,. ROSSCNER S£E. DWQ NO

SEE NOTES lit .. TO zttOO .'-s' .'.,. SE"IDa <!>5." 7

ZI tOO TI) "+00 II ..... " -,. PORTION StW..L Ie:ISTIlUCTEO TO ALLOWlitE TU!HDI1n I'£Jl

WG HO Tlt-1340I I _

HtOO I" -5'.. +u t -s'14 + Tl

". ZO31 +10 TO.1t 4T I l' 0 5,1 ,'. 5' ISlI: DETAIL 'OR _no"

W,TK UISTlN. CONCRETECUT£Jl WAL"WAY

4'-. ',z'

::~:: 'it ~~7:,1'-0' I z' ·0',. . ,Z'-o' I I' -I'

TYPICAL DIRECT FIXATION TRACKSUBWAY AND RETAINED CUT

SCALE ~ ~•• I' -0·

~ STRUCTURE

IeIIIOWA. IlETWUN

MAIN r,...clCs J

a.,'

o

~; .

SECOND- 'OUll-t-r:' I ' ' , J. , - I . ICOHCRIE'! j

CONc.elf T'UNI't£IlINV[RT /" OT_ 'ELnAnOM"""'UI

TYPIC AL SUBWAYSPECIAL TRACKWORK

SCALI, 1/.- • 1'-0"

\1'.

srI.. '+ 5$ TO • +04STA, 1I+4T TO 15+ ••

\-1 f.. I ~~=-=I, &k,q1t I. ... _." I

115REUll~5/4" 'lAn

'Ol'l\lRl:THONE ••OIIT--.,\IINl_ 5/4' TKICR """\ \ \

-,

z. fOP 01 SECOOO POJI'I OJNCNETE '5 TO 0( fLAI,e... r WPLL IEnlDl/IDED 1l-DIlUCT flUTIOtt RltL FASTENER.

J. toN1ACr SURUC[S InwUN [XISTIMG. CONCR(T{ -st ••S '''DSECOND fOlIll CONCNETE '.E '0 IE ROOGHENEO n "NO "'SI~

~=~l~:~~~~~~GAGE.' '''uED ,...u,,,m j•. 'OR'DOlTNlN'L DETAILS SEE DWG C~oOO<n.

I IMSlilL SCloPPUIi Oft J' IIIDIVS ...Al' CIRell P.C APE: !IJ'-rfc 10 c:'NOII SrA • , .. 10 $ll nus -

L IHSfALL]I' .......nUl GRS ,,-([\,U AT ttl( 'OllO"'ING lOCATI()I($..:.STl U+I1 •• SfA ll'+'l*.srl )!U·14 *' .rtll:$[ SL[[VE:$'SHILL llfEHD .. MunlUM OF " I£l'OND tHE OUlS4C( fAC£ fITNE SECOND fOUR. IKE LDClTNlN or lHESE SlEEvES SHAL1 IE \_'ED TO CO'NClDE WlIN 'HE NURBI IIOOF s .._r DI'£NlIIG.

fOR O'NERIDCATIONS a T' SOU'RE SLOT ON , •• 'YC '1/'£ fOIl •..,£D'IICE IONDS,SEE _ lOoOTO.

.~•lO

lOP 0' RAILDIRECT f1UTID:'l

'AS'TEII(R 1'0' fUCK"',,,",* IAleM1'1",1 ,nI f-::,

It-a· ,•., ,.... 1,&

.... r" V 1'.1 t7 ........ I 40>1•• -"'""1~

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(·s' .·1 "-0'

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r ";L UL~TIlf'Of' ~

)

At "OlEO

-a..",.,.C$IUILI

Coo.t"acl "CIIIOI·tetl..c1oIl_1oG1loQ

......

.'& 1""-;'TK-1212

_-. • ..·0·

r--..a' --.:.....uI 0 I ;I •

L.-_ I


TYPICAl; PLAN AND SECTION - SUBWAY

S8 TRACK

DETAILITA 54+72 TO 31+10le.Loll.-·I'-O·

SPECIAL

_..~CIItI_ ."c...-...._--'-.-~o.-'-"'-_.-e..-.e-.e--......._-.

DIRECT FIXATION

MJM'e .._~

LOS ANGELES COUNTY TRANSPORTATION COMMISSION

The Long ellCh·Los Ang,I'1 RIU TflnS!1 PfOjlCI

.&&

ITA H+ZO.t TO ITA n+5I2SCAL(: .-. II - o·

DIRECT FIXATION EXISTING TRACK

SPECIAL DETAil. AT RAISED CENTER WALKWAY IN SUBWAY

FOfl lID OUCIl#flQlll Q-:l~":"

I ,.UfJ'ltO\"rOClil1<m.CCl ~D1(COfIO'OV'l1ll1"'", :::-'::=e-:' II OIANG£N01ICf:OONI£V1SEIlSTUl'HNlcrWALXWAY,. I ::::::'.. ~.;~I FON CONSTIlUC I N _ •• "'1:-__

" ',"'AIIO(IIlUIoI NO.I·_ISE aEIAlt. "~SlD SECOND '.. .1 =.:=.roN SPECIAL T AtICYfOflK.1CD Hem.. ===:::.

_.w ...,.

01I

!J

'llif

EXHIBIT P

.....H~(,!"

~'E. '*fJ\,~ I ,,111~'.v~..AlI:·'''O~ ~lil-"-

j~L~ ~ ~c '--;1

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nr. !t.OC't' '>~,,~ -'....... _ ./.1/0-''1.lttlilf: 14£> , .-lJkr~"'''1'''' -E>Vf.(.t to/,J'"

1====::;:::±~==jH';1'-_C-·J·--~'f ~'''''f',:,- (-.I

v18\SCALE, 1" too'SECTION

"'L'>"fU.·~,O".

f-ttJGt

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1~'II~Irl../ ~O.. Llt1,r!>" otlm~ !~~. ItxllJ!U" ~t OW"

r- .---- --- .,----- - -----

~ -==?_- .._. ~

~ ...tY~'''''iliP

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~

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. 1/~ II ..-'--- -1'--' - --.~

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1

,.,

r~!.-.~It-

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t'

:':.

',' ...~ .. '..

·,'::1:'·• '. ~i

~.. ::.::;{';

AS NOTED

',,",,1"""0 ROI-~17~'i.a~-----

SE-162011Il", {'"U'troO '41

toe ... , •

-~~Q'H:~PI"'" ~'-Ilo(iQAA·iPJ:"'~-A~:j;.O~

!"~1:'1C.l('''''L O~I""IL" ~t·~tlIlo01Ffk,iiififu~f"'IL" ,t·.~'...... lf··I,;~~~-~·i;;1o-

~\i.·J~fiJX:,,~ OI:1"IL".> ~t-I<~11 ...t·1o>1.;~~'-'i"'--;.tM~hltUiLftClOnAWIl-IGS C.llA\'~,r.L "0)

FLOWER STREET SUBWAY

BOX STRUCTURES

SEGMENT S48

PORTAL DETAILS:;;-~~ tl.~.~."i~ _ _._

._..-- ..

...._ _c.......&- .... ,••,-I -.~......,_.' ...~-":':".:::.- ,--~_u

• - ~- -.::=-,... _._-........"(ID"~_

LOS ANGELES COUNTY TRANSPORTATION COMMISSION-WIt Tile Lon\! Beach·Los Angeles Rail TJln$ll Pro,~cl

- I ~~'!!~.hl~~._4ii(o,nutl~nb

DETA,I.l (2SCOLt, I ... ·CI'

DETAil

"SCALE, ,,(.

"1t1lt.,0"1

......... a-HlltO'-"··lCllOIII,"t.lII.(:. ,.! ,

=':-.~. ~ :

, -~;'

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11I1 v '0."

m §§--......-.....-. " .~

~ :=:.-~ lil~OOJbg I. ==- "Uu----_..EE:::=' Ioo.!!- r.....;e-.. I

EXHIBIT Q

~.

r

. -,...

!i!

• I

,-;1i :::1

~'~ i.1 ~ .. Ic"Q·1>-:'1'- !

I , I

>. -"'(5.1;....(alI'l.-...p:

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:>]1'"I'·!>' '~1'~_r"'- ...P

~ . - . 0' &-1

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..,~" ~1f~>N..c. . \ I1lj)L.....

...... r

. 'vlf,,\ITP

"

'b..I'I. .~ft!'111".--·

l-loT~?:

I. fOP, IN'/~'" T De-f"IL,> ""'0 o,tCCI!JO ,.~u~ >l,.' t ,Ii

[l':'.Jf"l'> "t~ ["..... ,>t.·Io'·l<'.

2. 'Oll.n~'f"" CO,JlldJIh'or- 10f' ICld·_":Jr.,,·~_

'-1<1.WOl\.'",)~, t-I<ll.'> "I "r/~"l ("""t ~."r-I~t-I:' 0\.1(2(. 'for:, ~"O.?",.

rEO...RO£ioN'''illRO-L- cpf::booi -; -IlIvll. ,~"':j';';;""t""~",'t''''10:1I11. If,. iJ1:jl00f><f.U V(110,>~~t''{RICMDti"'L,> t~:;;;;':>O""" _. .. ..~ilo:>,,,p~ ~it;;o;;;;:';:-i;',04 ""'I~~;'·.;lfui'fiiiil..L o~r"'L" ',i:,.,Ui';~·¥'ll~ ~t".>.~

II~ 'lkLUC,:.l tJ""\':lr~L5 Ill·t.:.';o\~••• I..

SECTION A·SC-'L[. *"".0" -

I rr.'.()'

~>f'~ .".,rort ~t?~~~~tL .~LI:.IN"tr.11P tIJl')u....CI:.fIIe:t""f~~, ~ ~ 'f ~t>1""'1:.

1"T'r---------

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I ~ ~

~r:~:

nFl .1..•(1 - .- I ..>.~..", ..~L

ft.- _.~ '. lUI

jR'~

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~~

~I

t:Llle~,

--r

'--

I'i'v

@

~~t:. .-+------t

PLAN AT STREET,.seAU, '{o'-O'

]I}",I

-...

f~ ~~-:'c::lU." '>b

\:::./.L§\

l:l-;,

.~

<:l

a:

SC-A\.E~ f-.· .. o·ELEVATION

/ J ~

~

f~ ..

.' ~

I ~I:rr I ::1

I-'~ .- ---~

@,

... 0 4

~4(l1lt~·4@1'l.t.r:

-'-'v@<I

PLAN AT TOP OF BASE SLABSC.LEl f .1·~Q·

., • ..:J ."Jl)

.... 4<.JoI~I<'''' :;:

I ~~

SCAtE, t -1'·0· \..:.J'.

r[_-J

i

fl' ·1' txp:.-.- ,l----i• . Jl. L~ ---=--noj,- J . II

",~. . ....!;~... : ., ~

:n

~F\..,,~.~.

" '+~~" ~ ''---'...' .. "'4·· ~ - .,. ,. • f "-

:'q .•~".. :..... .~e~, .' ... J..': . r;;r~

. :. '..1.!r.I '. '.' [!IL"'I"~

• '.> f6,!!It.. tl.. ";: ,~"t:~'-tv '-rLot> .

. . SEC'T;~N ®wI-t-

~l.IIz:

ifI't -

~l :=-..:::-.:- I-.;r''''· ".... lOS ANGELES COUNTVTAANSPOATATION COM.MIS.SION FLOWER STREET SUBWAY ~~~:£!!!.-.__ ~ ~ biJI.,,'''C.1ooU

• --- 11ru:."knll" -.n.r;: ..no, The loog Beaeh-losAngelos AailTra..sil P'DJeet SE 162~sl' ==-.:=:. ....:":"~~ . ~~::l'" S!Mhtfn~!l"o'!,,~!,~H~'1"'U~I~'!!! TRANSITION STRUCTURE ~li;;;il"---.... AI " ....UOICD''''"''ut;fOt === UNO",..Y • ,p......,. ~ -:::.:=: :Z"'''::;'::~_e..:-.o-..-_ SEGMENT Ut I 144il h'" .."".... ,.,... M A J-J ~"""f'!' .;'""..:::..J'~ .' - ... _ •._.-e.-_,...._ PLAN 8 SECTIONS 'e...d ltv Da" ...' ~UC'ltn'O' ~ _ ::.::-~.- .....·06/0"81 iii- ........'"ID; C ~::::=> ~~,;~r:::.:.:;~.~ AS UOlEO

EXHIBIT R

~ ..,~" -;-0.roo--

,-"~r{ tilt! ,'t .. t\..,.I-... ~ ..

e-A~KIt'1l.. 1:--1;, '" M"fll'1'''1',et'(;~J",.... ~·I~~f.,t.t1.'l

I

~ _...'

~+tnt>O\.l

~tOU.I\.

~I ·"~l'l.~

~

~~~~~~~~~lllI:..:t'-+'~'-r·~~~f1'~Dll... H·~~!>Dtl..,.

SCALE, I··(·d' SE~2'. SE '16<»

DETAIL f2\

~

\::::/fi:\

NO SCALf;

J

SECTION

'b~nUbI~ • ------=c:J I~ ·A~~'l

LAP !,,>"O'

.~

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e ....

SE}SZ45

F{L~l

o :.--...

D'

0' •

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DETAIL 11\SCALE: r.t·lt'S~ .. SE,'60!l.AR.I.03I /A' lz~~ fl~

~~GRADE SLAB PLAN

SCALE, r. 1-0'

i

~.

!:Ib f~""_IC.__,~~ _

i ,11~ l;>.' of... • ... :: I ~,

SEGMEN.. , .. b.E..~T"" •

1/1- ~7·6O.... ~r..~'--._-

114- !>b·e.o

11'- e....~

"" . ~'·60111 .o·wUI:> &0'60

U" AI'~

1110 AI-bO

Tfte.~foI ~N ~. '0' t·'!>· ....~ ~tU ...1'19 .-±-=40-0+---.~tJ';..lIOtl '>tt SE:!!.~I tLtl/. ',,'nw... ('t ....,.. ~

r ~~

4' ~lll.L ""... tl.h'. 'C;' :; • ~~I ""'>lAt'!·Ot1 r ~- - 0-

I ..t<ol'lttll ,*,DolI.1 ~L" ........, .1 ItG'IJC.1lIU·tJf: ~

! !of"U!OOllttOD :: I ~I,'l .JOllJf - _f_,"_·._I---- II: 1J~1~"'(,1C. S~~ II ".

r-t~~JT. ~..~~' • - ..J~

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'U3

, .~.-:e~;~'? f t

-n ~

.". '.::~ ....

";''.

...I., ;..

, ..

145IUV. 1.,..,.. 110

AS NOTED

CDllIU.-cl JiIO ffi·TOI·tn-:D· ...•... liIO

5E-1624

COU."~IO,notJflt.O. I~t ._Civil. '.t·V,~II.Ct~u'O

u;iJiJ...c"pr "I<. "''''0>'5;iio~lio:..t '~:~,O"~R'Mii ~~"",~,,~!~!W:~l:....ffi~ ~t .....o-===---=---!',Ltclll.!£'--Loe,~ tt·~~tl tt"~lA

"'fRLI~I)"~L l'i"lML!:I <,t·IGo)I. "'t·""...~ .;iri:J,fU;"i.L Otf'--Il~ ~1"O';~~l~.~

f'!UL.HU",:IE ibRAWINGS On.lV/lhv riO

FLOWER STREET SUBWAY

TRANSITION STRUCTURESEGMENTS U2 THRU UIO

PLAN 8 SECTIONS

~~!!~!1!nl!~nc~..!!&.-,._l1li...__~ .............••_' _~,e-::;;...~12!:: :;Z,~

~. tOlt. tUC'lt.IC ,o!-lfuJlItfl' Of' HIP lo.J.. 'TLlD'I!....~IC.t,t-Jf'il.Ln·U. I>IIR.~ 1>-1 1'"'''t'R.f (t.I,,>t ""lib)';.tt III I.. Cf-7·0li01.

... """< 4f!'~e...."'T IJG!o--tT .",,~'" ~"""-f ~I~"'''0 ?~A1l-!>' ~ ?~Gt. '!?&- t"O~.

!:.lOTE-?,I. to«. OC~ POI.t '>lIPPO~1 Dtf~'I'" ...tt DI-I... ">t"lllt,:>

fO,"- 'OCAT'O>!'> ,>tr DIJU. .,t·..,o~

1 flU-~. N'utllt,J,>llf ItJ.,tlt.f ~LL tlA"'~ '-- t1,t-l,,-lUrlrt ....,'ot-l IO~D VALIIt' Of 4bOO It.'>. >J Ilo-! L.lltr11' 'f~C101l. (If' ~, I,

~.__....__"....c~~

I0 LOS ANGELES COUNTY TRANSPORTATION COMMISSIONLAm Tne long Beach·los ....nlleles Ra~ Tlansn Projecl

~~1~.(~''t.

.... r.n...-r"J~~U

'}T~I ; --===- I=~""""'----l_.. ,......,., ...a.- ......e-r_ I==~-="""'>--J

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....... . MteJlrfJOlil .,. _e- ..... O~~'J.7

r_.j-I-

It~.

i4,-

j~.V'

J. I At,. •__ ••

EXHIBIT S

tar--CO-:I:XUJ

. fi '

'00

.. ii , '

! ...... ...E n';' ... ,- ill Ii•••• l

. • "')1\.. I' UN"" 0 .... -

0

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(/)(I)

1I I:L. Z.0 ....... z:z: <II• In l.rJ

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l c !::: ...;. z (/) l-e&: ...c

\ c Z ..J.. II: ~ <IIt ! e&: a:~ (/) .... ~

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KALI •• I'

Tl -, ~ 0·,

_........AR-5203

CQIIlllAtflllO

M....•..~ lXKIIIT J

~~•• ,I.lt ~""IC "CA.....

'.-:ic ~ /~

STATION PLAN - SAN PEDRO

LOS ANGELES AND MID-CORRIDOR STATIONS

NOres~ "'" TYPoe.-. _Ull "-'T""llrI _ .... JOlt.!'''~'

I. ~T1OWS rc:- "Ihl ....., ••010 ~1'.TJOI" AIle 1JI1~1'1"'. ..-...at "'.I'£'y •• ,'T .... 'Ino ....LL ... r6TI.... COloIOITIC'WI ..

.. "III .ttUCfU ;...",tp -...c:1.'c:4L. OJ......rtIolCrfl 1"0' .AptllTl()t.,lAL '-""Ui.M1J101'1.

... 'U"l"'" "'1 ,. at ••'.". ,lIdrt "'oP Of ....t...JfD ,.. " 1~1.1M.1""11I'1If14..1 ~"'11. 1llA1!.. ~ Nt" 1AU..ID......0 ,....... rL'" "1J4I141 ~ 111Ylll"I' .

..,./',

saurtIan CIIIfIma III ClnUlIl1ll

-.........-- -.-...- e..--._-

The long BelcMOI Angel.. R.' TItNIl Projecl

tltE)twAI.Jl'''.:I.,)

LOS ANGELES COUNTY TRANSPORTATION COMMISSION

E)(HIBIT U

!'lie ,.........ftft ......,.,.1Ij

1.117." !IoJ!•• foA..OfI'f

"'''EA 6UMMAR'r' (~~':fTl''':: ~~.41~'.

, ,.,..,.... • 1.''1../1~

I ......,..,.. wtNAU.. ,.-1.1'\ "'P',

• !TAIl. .. "'1..", .. .,

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@

h·:r • ...;. ... '

........~--

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, ,,;

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Bl.VO.

-

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;. ".

, . ,(.',::.

'!!~;:....: .....~T •.. ~ I"W\ "Til'\" ",,-""'101 ."~:: ~~i.J .,.... ,.,."d' ...u ••

.i ...!!!•.~. • :".~=4~~~~~~~~~~.~~1t~~_._-~~~~~~~~~~.. _.~.~

I ~....eMf"..... ......,~ ..;

f'fr. ,..,•• , ""-...t"'4 ~'...~ .•..".I . .,J.•' ••.• .,. 1.,1. o· .1'1........c.'Y r.'·0 *-"".4 roK ......~ ~ ~ •·(,..AtI ,.'-.4T"0.... IJIlIT, till.~II I. IU ... ~~ . &~

....•, '·'t. II ,..1 , ~ F;..t-&'''I~l'--------------" .•:'::. • ...IoU.~(.uc.l l ~ r .

.,:, .' .. ~:..I:.~ - ~• -;;::~:.... I. '.' " .. • (l-

',..'" !. ~

',:")~::",'

'.'

~.: ..~ ;'.: -.~' .'" ~..

...../, .• HA~HINli'TON

,; f~'~~·':,,~~ .'. .~ ..: ..•~,. -~ '.

"~-fo' .: ;"'1 ",~. ',. :,'- ..

;:: ·~.;1r~ i' ...

?:r~:i::·. :.:. ·~'~i51AT10/IJ PLAN - 5AIJ PEDRO

•.. -:.< .••• I' o'..;",~:"-, ... ,

"',1..."

1=t=J. I~§;.~ I~Jf·~1.............. 4£.......-...............-..._.._..-..-----...._--

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of '.'j'.~' .

i.

"'U1111O.

20,AS tfOTED

Illy.

......

eot'MC' ..ftOi·1O..._-"'iIIO.

AR-3Z07

..

<D

•... =*.. f .. o' 6G!rPW1(. ""-I,.

II 0 If ,. ,.. ,.JIIi..... ,.r..··o•

o

r ..~I......lIIl

...·uew. A.l"_

PLATFORM £l£VATIONS(SHEET II

8

LOS ANGELES AND MID-CORRIDOR STATIONS

r; ' .r' :~A::: ~.~ ~

".1H..~.... MI• A .,tI~~ ~

oJOTE

~.e3 - Tr"CAL. 010,,"'

" .~

,..~~ L....-r '~TU'"

~r:r-"IO .,..,.1IM ~La"'1Ii\ l-JOTEf)~ L _,TI ••1>1 1~"AfIDN ~111L.AA

'-" f6\ffi f;\.. ~It ~....~ ~6""" """"T1"""""1. ...."._-nQ...

",lII/CfJ""..........,., F'V'I'0 .... • "'..... Dt'8", ..... '"C"'1t "~'CT. _.T-t1I)

~c.lII_... tlRlllnla.._ ..a~~.-.,....... _I_.....-..~e-

.~ ...-- ..

I"~· ".

• Ea.• 22+...' , ""'.4'

10,3"" STREEi Si..o..nON5

LOS AHGEl.ES COUIlrY TRAHSPORTAnoN COMMISSIONT.... Lc"ll Beach-looM;- Roil Transll p,cjec:1

.......-...

I'IN TOJWn.~AI.~I!",J.....-. ..~.....-.... -

oM.:!!'•.

;.,

............_,....._ ,......&Dl.-....u"" :

, ... 't·

......!1~.

,

ELEVATION AT WA5~IN:i-TON

" I '

~.~ ~./~J§

____ --L._----.-,-,I I I

'.c' t ' I , , , I I J , I I , I 1 , r , J II ::+. -.l_.L_I I

.1 II Ii Y.i

t • ".4:1'PLATFORM

.... , '''C'\.DIVlf..... _ ........,.l~.:~e.l j®'6~- ,-- . • . - ~ (o;'j_~ i ; .,il.14--F-"'-:'~' .. "--..,,..~,. '1,47' lli -. t!12 i ; i ~-:-*-~

......,. .....,.~

... "'-'·HI... ......-r....

I~. ~. .-I==1r:::t:===t Jl _..~ -...-.. -~ '. ·_.................. ~~ E~1 Ii . IDDUDUIl HOI-D[UTlD NOTE -.:.-::= I~

~to ••SlaO FOIil lOS ........--...-.,

• '&ft. M" Df.ICIII.-no- :.~-..:. • A •

!t",::~; • .;.,. - - -_.... . ..

tv,! p;:.·,....~',r..f.~ .. 3..b· d I

rf~:k~~~f·i":~~; ~~~I~~,1"(~IC(-L PLATFollM ELEVAilONr, ... 'i{ .. ,'; t··· ....

~~j :'2;'.·,'L.~ .•,$·I , .. ' .~ ,.. ,' '~'••';;.....r~· ~·r :"::'1 fttf';l~ ;:.f' c. i'" tIt~' i}~:' .~;;: ::~ ..

~~ \:\~i ri·~1{: ;' "~';II <' I '> I

,j)... I,,." .~~: ~~.~., ,'liO '~'~"'~"" 11 ••. _u._ .....

,~; ,i@~~';g:i·.ti'~~~·~·)~~f1 ......·i

f'~~! ~.~7fr~ ~~.:r.:. ·r,"!'~ """~~~.'~' -.- 'Ill' y!. •{J:,7'fi:' . ,',l>'~}' ti~~~J;:,·. u:; "'-(.·H.~,\".~.• '~,' . ·;'~·'<~<1~!'.' .~

..~-I,~ t' ':(" .. ,":. ~·,:,,;,~,;;;,·:....t,I--.U-...I:=~.I--==-

~~~~f :<\-'~~'., I ,', _ ht'~"~ .. ~PV.'~~·~·r.;·, ~ ""'"'""~'~.. '~",~.,\(.f"'" ',' "'_~..-~ ,'. ,\ .• ,~ !h,}-t)\>.:~·~·, , ' . ~C""""fo..) ,

~l~~: 'Y~~"11iro;"« loa ," .~ (,T....TIOi'l6··

~~ I' ",.:'. ,," ,~';'.; .,~ ·j;~~~.~t~:{;~·\.(·-~·: t.,i .:r;~,,~;',:~;;.~: ~ .. ~.- '! ,

~ r~OP,~"~'PeWALI< ~eCTION fA)

~l ...... :t'. ,'·0' . ~,I '. ,; " ...._

~ • ~". .: ori :.::::i J

EXHIBIT V

1990 - EIRs - METRO BLUE LINE CAPITAL COST REPORT, AUGUST...

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Transcript of 1990 - EIRs - METRO BLUE LINE CAPITAL COST REPORT, AUGUST...