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Metro Blue Line Rail Transit Project
LOS ANGELES COUNTY TRANSPORTATION COMMISSION dM\CROF1LMEO ON ~r
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• Kalse- Erqmeers ,CallfrHni&.' Corp ..• t..Ior~h PacdlC Canst: uctlon Managflml-!nt
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
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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)
TRANSCAL - PROJECT CONTROL - ESTIMA TING
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)
TRANSCAL - PROJECT CONTROL - ESTIMATING
Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost Report By: Djalil H. Abadi / David Chambers
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
Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost Report By: Djalil H. Abadi / David Chambers
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.)
TRANSCAL - PROJECT CONTROL - ESTIMA TING
Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost Report By: Djalil H. Abadi / David Chambers
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
Los Angeles County Transportation Commission
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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TRANSCAL - PROJECT CONTROL - ESTIMATING
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Olr«( - FiuttO/1 DI,ed - F",.UonB.JI••,H
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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
TRANSCAL - PROJECT CONTROL - ESTIMATING
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
- -~
PAGE 2 OF 5 (Project Chart)
TRANSCAL - PROJECT CONTROL - ESTIMATING
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
--
PAGE 3 OF 5 (Project Chart)
TRANSCAL - PROJECT CONTROL - ESTIMATING
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
PAGE 4 OF 5 (Project Chart)
TRANSCAL - PROJECT CONTROL - ESTIMATING
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
- ~~
PAGE 5 OF 5 (Project Chart)
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!
TRANSCAL - PROJECT CONTROL - ESTIMATING
Los Angeles County Transportation Commission
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
System - S&S Comm. - Ductbank 3,321 597,547
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 Condo - RW Changes - C&G 6,610 368,390
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
Los Angeles County Transportation Commission
- 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 - Signal- Ductbank
System - Power - Ductbank
System - Power - Pole Found.
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
Page 2 Of 14 (Contract Breakdown)
TRANSCAL - PROJECT CONTROL - ESTIMATING
Los Angeles County Transportation Commission
METRO BLUE LINE Rail Transit Project
Project Composite Capital Cost Report BY: Djalil H. Abadi / David ChambersContract Breakdown By Element Date: August - 1990
Contract Description Element Element Contract
Element Description Code COST Current Forecast
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 - Signal- Ductbank 3,121 1,775
System - Power - Ductbank 3,221 3,550
System - Power - Pole Found. 3,222 66,122
System - S&S Comm. - Ductbank 3,321 1,775
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
System - Power - Pole Found. 3,222 9,074
System - S&S Comm. - Ductbank 3,321 33,748
Special Condo - UR - ST - SD 6,150 41,336
LA River Bridge Piers - C424 904,696Guideway - Aerial- Ballasted 1,220 904,696
Page 3 Of 14 (Contract Breakdown)
TRANSCAL - PROJECT CONTROL - ESTIMATING
Los Angeles County Transportation Commission
, METRO BLUE LINE Rail Transit Project
Project Composite Capital Cost Report BY: Djalil H. Abadi / David ChambersContract Breakdown By Element Date: August - 1990
'>: 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
System - Signal - Ductbank 3,121 59,767
System - Power - Ductbank 3,221 59,767
System - Power - Pole Found. 3,222 40,967
System - S&S Comm. - Ductbank 3,321 59,767
LA River To Willow Station - C315 2,889,028GUideway - At Grade - Ballasted 1,120 312,191
GUideway - Elevated Fill - Ballasted 1,420 276,062
System - Signal - Ductbank 3,121 509,262
System - Power - Ductbank 3,221 734,173
System - Power - Pole Found. 3,222 114,839
System - S&S Comm. - Ductbank 3,321 509,262
Station - At Grade - Center Platform 4,110 182,498
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- Ductbank 3,121 649,474
System - Signal- XP - TS 3,131 1,576,753
System - Power - Ductbank 3,221 1,312,582
System - Power - Pole Found. 3,222 208,679
System - S&S Comm. - Ductbank 3,321 649,474
Station - At Grade - Center Platform 4,110 471,469
Special Condo - UR - St. - E 6,130 767,498
Special Condo - UR - St. - SD 6,150 1,000,906
Special Condo - RW Changes - C&G 6,610 687,599
Special Condo - RW Changes - Paving 6,620 1,604,398
Special Condo - Environ. - Visual- SW 6,720 928,673
Page 4 Of 14 (Contract Breakdown)
TRANSCAL - PROJECT CONTROL - ESTIMATING
Los Angeles County Transportation Commission
METRO BLUE LINE Rail Transit Project
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- Ductbank
System - Signal - XP - TS
System - Power - Ductbank
System - Power - Pole Found.
System - S&S Comm. - Ductbank
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
Page 5 Of 14 (Contract Breakdown)
TRANSCAL - PROJECT CONTROL - ES1"IMATING
Los Angeles County Transportation Commission
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. - RF - 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
Guideway - RR - SPTC
System - Signal- Ductbank
System - Signal- XP - TS
System - Power - Ductbank
System - S&S Comm. - Ductbank
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
TRANSCAL - PROJECT CONTROL - ESTIMATING
Los Angeles County Transportation Commission
,METRO BLUE LINE Rail Transit Project
Project Composite Capital Cost Report BY: Djalil H. Abadi / David ChambersContract Breakdown By Element Date: August - 1990
, ~ Contract Descnption Element Element Contract
Element Description Code COST Current Forecast
, ! 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
Page 7 Of 14 (Contract Breakdown)
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
Element Description Code COST Current Forecast
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
Page 8 Of 14 (Contract Breakdown)
TRANSCAL - PROJECT CONTROL - ESTIMATING
222,365
181,935
170,700
BY: Djalil H. Abadi / David ChambersDate: August - 1990
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
Contract DescriptionElement Description
Los Angeles County Transponation Commission
METRO BLUE LINE Rail Transit Project
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.
System - Power - Ductbank
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
Page 9 Of 14 (Contract Breakdown)
TRANSCAL - PROJECT CONTROL - ESTIMATING
Los Angeles County Transportation Commission
METRO BLUE LINE Rail Transit Project
Project Composite Capital Cost ReportContract Breakdown By Element
Contract DescriptionElement Description
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 - Signal- Ductbank
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
Page 10 Of 14 (Contract Breakdown)
TRANSCAL - PROJECT CONTROL - ESTIMATING
Los Angeles County Transportation Commission
• METRO BLUE LINE Rail Transit Project
. Project Composite Capital Cost Report BY: Djalil H. Abadi / David ChambersContract Breakdown By Element Date: August - 1990
Contract Description Element Element Contract
Element Description Code COST Current Forecast
, 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 - System - S&S Comm. 2,330 257,475
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
Yard - System - S&S Comm. 2,330 165,118
Yard - CCF - Mimic Board - S&S Comm. 2,823 391,284
Yard - CCF - Mimic Board - S&S Comm. 2,823 67,548
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
Page 11 Of 14 (Contract Breakdown)
TRANSCAL - PROJECT CONTROL - ESTIMATING
Los Angeles County Transportation Commission
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
- 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 - Center Platform 4,110 374,110
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
Page 12 Of 14 (Contract Breakdown)
TRANSCAL - PROJECT CONTROL - ESTIMATrNG
34,339
22,893
14,308
57,232
64,386
35,770
28,616
28,616
BY: Djalil H. Abadi / David ChambersDate: August - 1990
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
Contract DescriptionElement Description
-os Angeles County Transportation Commission
METRO BLUE LINE Rail Transit Project
: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
Page 13 Of 14 (Contract Breakdown)
TRANSCAL - PROJECT CONTROL - ESTIMATING
Los Angeles County Transportation Commission
METRO BLUE LINE Rail Transit Project
Project Composite Capital Cost Report BY: Djalil H. Abadi / David ChambersContract Breakdown By Element Date: August - 1990
Contract Description Element Element Contract
Element Description Code COST Current Forecast
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
Page 14 Of 14 (Contract Breakdown)
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
Contract DescriptionElement Description
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
System - Power - 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)
TRANSCAL - PROJECT CONTROL - ESTIMATING
Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix
BY: DJall1 H. Abadl/David Chambers
Date: August, 1990
Contract DescriptionElement Description
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)
TRANSCAL - PROJECT CONTROL - ESTIMATING
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'
Contract DescriptionElement Description
PAGE A-3 OF A-24 (Guideway Elements)
L L ~ l L
TRANSCAL - PROJECT CONTROL - ESTIMATING
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
Contract DescriptionElement Description
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
PAGE A-4 OF A-24 (Guideway Elements)
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
Contract DescriptionElement Description
Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix
PAGE A-5 OF A-24 (Guideway Elements)
~
TRANSCAL - PROJECT CONTROL - ESTIMATING
Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix
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
Contract DescriptionElement Description
PAGE A-6 OF A-24 (Guideway Elements)
TRANSCAL - PROJECT CONTROL - ESTIMATING
--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
Guideway - RR - SPTC
Concrete Ties, R Rails & Fasteners- P8t5, P0822 &
Contract DescriptionElement Description
Los Angeles County Transportation CommissionM£TRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix
PAGE A-7 OF A-24 (GUideway Elements)
10
TRANSCAL - PROJECT CONTROL - ESTIMATING
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)
Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix
TRANSCAL - PROJECT CONTROL - ESTIMATING
BY: Djall' H. Abadl/David Chambers
Dale: August, 1990
AJ 0 .... - .....Iad Ret._ -I....tad
Contract DescriptionElement Description
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
System - Power - Ductbank
System - S&S Comm. - Ductbank
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.
System - S&S Comm. - Ductbank
&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
Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix
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
Guideway - NR - Conn. GL - AG - B
Guideway - RR - SPTC
SyBtem - Slgna/- Ductbank
System - Signa/- XP - TS
System - Power - Ductbank
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. - RF - B
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
PAGE A-10 OF A-24 (Guideway Elements)
TRANSCAL - PROJECT CONTROL - ESTIMATING
Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix
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
System - Power - Ductbank
System - Power - Pole Found.
System - S&S Comm. - Ductbank
Stallon - ,(erla/- Centflr Pfatfonn
Special Condo - UR - ST - SO
Guideway - RR - SPTC
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.
System - S&S Comm. - Ductbank
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
System - Power - Pole Found.
System - S&S Comm. - Ductbank
Special Condo - UR - ST - SO
LA River Bridge Piers - C424Guld.way - Aerla/- Batla,,9d
PAGE A-11 OF A-24 (Guideway Elements~
'1TRANSCAl- PROJECT CONTROl- ESTIMATING
Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix
BY: Dlalfl H. Abadl/David Chambers
Date: August, 1990
AI O'Ro - .....IR Rew_ - ....IIR
Contract DescriptionElement Description
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
PAGE A-12 OF A-24 (GUideway Elements)
TRANSCAL - PROJECT CONTROL - ESTIMATING
Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix
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
Contract DescriptionElement Description
PAGE A-13 OF A-24 (Guideway Elements)
ITRANSCAL - PROJECT CONTROL - ESTIMATING
Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix
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
Contract DescriptionElement Description
PAGE A-14 OF A-24 (Guideway Elements
• TRANSCAL - PROJECT CONTROL - ESTIMATING
Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix
BY: DJali1 H. Abadl/ David Chambers
Date: August, 1990
AI O'odI- .....11<1 RotII!nod - ......1<1
Contract DescriptionElement Description
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:
TRANSCAL - PROJECT CONTROL - ESTIMATING
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;
Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix
TRANSCAL - PROJECT CONTROL - ESTIMATING
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
Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix
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 - NR - Conn. GL - 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
PAGE A-18 OF A-24 (Guideway Elements)
TRANSCAL - PROJECT CONTROL - ESTIMATING
Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix
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
Special Condo - UR - ST - SO
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
Special Condo - UR - ST - SO
Guideway - RR - SPTC
Specla/ Condo - D9mo. - Sridf/e,
Contract DescriptionElement Description
PAGE A-19 OF A-24 (Guideway Elements)
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
Contract DescriptionElement Description
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
Los Angeles County Transportation CommissionMETRO BLUE LINE Rail Transit ProjectProject Composite Capital Cost ReportGuideway Elements - Cost Matrix
BY: DJal/1 H. Abadi / David Chambers
Date: August, 1990
Contract DescriptionElement Description
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
PAGE A-21 OF A-24 (Guideway Elements)
11...-.,.
TRANSCAL - PROJECT CONTROL - ESTIMATING
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
Contract DescriptionElement Description
PAGE A-22 OF A-24 (GUideway Elementf
)..." ~, .. " ~-.... ._....~.,
TRANSCAL - PROJECT CONTROL - ESTIMATING
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
Contract DescriptionElement Description
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
PAGE A-23 OF A-24 (Guideway Elements)
" .. _ ......·n.J' ...... ' ,-, ..~ ~. , .."' '" ~ ..
TRANSCAL - PROJECT CONTROL - ESTIMATING
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)
PAGE A-24 OF A-24 (Guideway Elements)
EXHIBITS
- -.:..,.,-.-.... ~ .,..... --'.. "
\ .. -;., -.
TIC.::.!!..IQ1l.c IHDl..LDI.lII .T.......,. UM:AT'l)NIONLYI.. IPMt nc- _110 '-041............ UJCA~
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TYPICAL BALLASTED TRACKCENTER WALl(WAY
MAINLINE .~~!~ , '. -···I~ MLLAJ1" at:IUl...Ol. 1oHA.L... II ".""M'UII '* ,..
Jt: 0'1'''01 or Cl,IhI:t _"lUll 1ltDII II JC) ...--"t..~..'" 1D ...UfoD 1M IJtU.1 "t;", ~'" ~ACt(WOA~.
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LRY TRACKWO~K INSTALLATION
TYPICAL SECTIONS" .
BALLASTED. MAIN,LINE,SoulIleIIl~"'C"""...,...-.......'-'-..............I~ ................~J::»4I.4
LOI AHOElU COUNTY lllAN»OIlTA11ON COMMISSIONTilt Long lleItttlo.Angel" RaIl TInIl PJOjtl:I
::.=:=.,-..:.1:6 I -t IMf.-I ......--.....
_PIlOIlIIIUlD '011 It_'''INn
==--==-~-- I~ . t::t::t==~~Ac'Y'" ..........-..-.-. .- ~-...............................,.-
EXHIBIT A.~.,,0......1._.... -..~._ ........
I<AUAS HOno
alV, 1"1111111'
1ST
-1";'1333CON'.~l' filO.lOI·ro.~c
~." c.o.....
h': ~••STilt "lIKloltClION
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GLASt IllEtMrORCEDHYLOti IHJUL.l.TON
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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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ELEVATIONSCALE •• i/2-_ I".. O·
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• I. ~t~"MI I ~Q n. 1 1'. I",· ! 1Q!\o1'- I ••be l n ....u"I!;.I1-... ---------. IIICt,., AS SHOWN
~
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The,Lono;J 8eaclH.oe Anvelel RaR TllnsIl PIOjec1LOS AHOELU COUNTY TRAHSPORTAnON COMMISSION
~!
tu....."<MUD _fLDII 1fIUL.~
.0.0}·
SECTION ~
RAIL, CLIP 8 St:l;LOERSCALE I \4". I-
:."::<:..~:',..,.....·;~--7 .... ··~·····~·· - ..
RAIL FASTENING ASSEMBLY'CALE;. ~4·. I·
---~-- ......
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EXHIBIT B
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.
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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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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
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. JCtl11T'~"l ~nIlEU _'ACE l'~.~-~-~'~'_~-~'~-~"~-~~"~':I~~~~~~~'~'rt~>."'f+.~:;-:'''''f-:~''J!:-~\ q- _ lIE NOrE l-~ .,.: ... ' y .. ') I aa· MtN I'U,AST __-V"
"~Af~~--""'''~.' ' .. '",:ACA
'AVlMIHT ,: =':.[~:I:Utt.rI.EE ",Off. z • II . , • . .......... ....1
:>: :. " , _'. ...:. 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
.. 0 " •=c- ' .. !".-·1'_0' ....."...~k' • -,.,.·.1·... 0.· 5AAI'fIiC CALL
~
~~~~.I~._O'@
. ,
• "" ., - .......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
. ,. ~.' - ,. , ...._. ': ;...
r .. .; " .- . '.: t"
EXHIBIT C
. ~.: . ' ..: .
~. CONCRITE ""NEL-.,. IT'.I
.if'. L S'U'x!", ...'TMMLO£P SlVOS n'.,-
'11I
" lr",.o· , 0
I'" ~II
I j
l. LilT IS.TC Il&IL »~.UH' 'IE llO'O'lI IT'PI
~' Il/o'~....... I'
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.,
AC ,p.aV[W[HT~ITTPI
)
SEt PC~ ·.IL s-' e4Ll'ST- "0.....- ItIt DETAll 4 '~;E p"o~r'\-
- "-0· Tlt.IIBfR TIe:
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
GlUII'tGC ICALt
• •......".~ suu
o
~
1,.··f·O·
(. (-D'c
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.
LD
.Iy.l..n
---ttl I I I::;...s.='I==~~-1...----_......-........-...,...,.
::.-:.=-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 \. ~ ••.. ,
)
. l
._...-.tA~
JIOHE-~.A.i< .. f' ..... ..;-
..._-.. 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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~, -~ ~.-.. r . .. .
~ . . ..." ., . ' .. ...,. ~ .. ..
'- 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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" 1Ii4[ r."o f"" I'·,' " D
If. 111'1 l r"ft tl l·6- / .,' " 0
.....
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1I,
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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, $l'f.1C~ • M"A, IANe_ MiD HDCI' DerA"
"CEN1NJf1L LAII "5" M! AIICHDIf
.... ,.."..-N .
nLeu '£ "tE' ..,., MCM?:!
J0,;;
IJ
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1,IIf-.''..(J.
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t
-
,n... co...... IIIIU(U lito 'OO'tI.G UZIi car at n_1 'nc. .•~OO~;.~~::;CII;:~:I~:•.::o:1c::·:'::::~~~1 !:I'~:lLl'J I.. IUCOII'fUl,RlID'l ••". lIOn IIIU."11 1111 u .l.C'.o.~ .
11'1. C.t.-. ••"
~..
,
SPIRAL· AND TIE DETAIL
1.1
!~
8~
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,.". II." ••n
I~. 6"'_' ",.,.'#....,
"",IMn
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IIII
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----_.- - - ---
)
EXHIBIT H
:.~.;.
~,~::.. ~
.: !":'.....
-,.14
L•• 1..·/1' #.,.
I~O'
~...
)')
l TERN.',lIVE B
... r,u
,,11 ~J'~4 ,., 6
'$J~ ..'" ,.,1
4'.$. OVERHANG 8 BARRIER
~,. . "~}'• OYERHANG 8 H.
AU"·~H.,.,.M"DRAIL "...
")W~.~--- . /~.,.II.••• ColE e:::
, '"r-/ 'v' '._~ C".II••••••••/."., '.
.t'2'·A" ••II~...,.t~I..""J· --...., Id.".,J"." •-.,. ..........,"." •• 'HII ••"." "',.,. I
".M " ,I.dll, ...." ."."""11' "'''''.H ,_,.." ( ••,,, ~flj.,.,.ItI••k ..,J.
~~::::::;:::::~i- ...",~,...,"""~""f1"" '- ._./
7! o· OVERHANG I PARAPEr
~'" r.,,,.."J1~u
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II
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II ·14
WATERPROOFING DETAIL_._ "",i·/[O· ,.
___li-"'iUl',,'al£ ...__,!,~.IIC_~ '- ~_"M."'~~~
J'
SECT/ON OVER FRWr
Hem:, FOIl CII068Il.Ol'£ AHO TIlAa< ArrACIIotENlL..-.._. ~~.!"! ~_2I~I;__.,_ _ _ ••-J
TYPICAL SECTlON~"".,-"
U I ·'~~f ·~"".,.I·~Sl!A":':\ Ci.!j;;PVERHANGI PARAPErj "c_~ <1)' .. ,<i> I'.. DECK t?v..E~,!AN6S
®.~ ., 10 ~ ' •. 'f·Z· ,
6 II~ 'lllP~ IWI_8I2E18l'~1
seCTlON'srA HO@J'''1'II-II.7S
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.........~ W5:=: @~':~iSf~'\. 0 lOST~::;;rOl_~.uAT:ttrp,=SSIOHn MIO.:co-R-RIOOR tRT AERIAL STRUCTURES1::'";';:"'"_ . :-..::== ,....ft ,!HI :)!. .,J--"'------=---.:....r::--:.....::..:..:.=::.:.:.;::!.:::..---l.'::E '01 COlIITllIICTI\!I! ~-==.. -'1>""""" ,~. ,:-~;..:: r:E1IcollIIal~....n.t ~:-lmIA"'~COTA CROSSING LRT OVERPASS.
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EXHIBIT I
.&$ 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.
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• -- ~.. ~ ,~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' ~
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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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GALVANIZED STEEG SHIMSCAl.E' \"Z·'t"
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LRT TRACKWORK INSTALLATION
oIREeT FI XATIONMOUNTING DETAILS
Tht Long Beach·Los Angaln Rad Transil PrCjecl~ LOS ANGElES COUNTY TRANSPORTATION COMMISSION
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EXHIBIT K
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SPECIAL TRACKWORK
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AERIAL TRACKSEE 110'.
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TYPICAL BALLASTE D
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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
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LRT TRACKWORK INSTALLATION
TYPICAL PLAN AND SECTIONS. BALLASTED AERIAL
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TYPICAL BALLASTED TRACKON RETAINED FILL-
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LRT TRACKWORK INSTALLATION'TYPICAL PLAN AND SECTIONS .....
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TK-1215
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EXHIBIT M
...(E;'IJ. OROUNO
SEE TyrlCAL SEC'ION A
.'OCI ,"oLI ~.':":;fOUNDATfON .~ •. ;
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LRT t'.LlGNMENT DATA!AlIGNMENT: NO,
POINT OIST. COOROINATES
DESC. BETW·N.BEARING
N ESTATION
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TO EXlsTlNIUlItll C:o'lI:~lIUCTIOII 0'~~"~·:IIUNH"[1lTTYPICAL EMBANKMENT SECTION A
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~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
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EXHIBIT N
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.: .. 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_
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.' : .• '. ",',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~
.'-0· EX1STIN'GCONCRETE ClNT'[1t ...LK ....T
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r--..a' --.:.....uI 0 I ;I •
L.-_ I
LRT TRACKWORK INSTALLATION
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.. ===:::.
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01I
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EXHIBIT P
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',,",,1"""0 ROI-~17~'i.a~-----
SE-162011Il", {'"U'troO '41
toe ... , •
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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
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EXHIBIT Q
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. . SEC'T;~N ®wI-t-
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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
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SECTION
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SCALE, r. 1-0'
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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
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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,~
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~.__....__"....c~~
I0 LOS ANGELES COUNTY TRANSPORTATION COMMISSIONLAm Tne long Beach·los ....nlleles Ra~ Tlansn Projecl
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STATION PLAN - SAN PEDRO
LOS ANGELES AND MID-CORRIDOR STATIONS
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LOS ANGELES COUNTY TRANSPORTATION COMMISSION
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EXHIBIT V
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