Beverly Hills City Council
October 18, 2022

AGENDA REPORT
Meeting Date: October 18, 2022
Item Number:

To: Honorable Mayor & City Council
From: Daren Grilley, Assistant Public Works Director/City Engineer Christine Chung, Project Manager
Subject: METRO PURPLE LINE SECTION 2 (RODEO STATION) –
REQUEST TO WORK DURING THE 2022 HOLIDAY

MORATORIUM BETWEEN THANKSGIVING DAY THROUGH NEW
YEAR’S DAY
Attachments: 1. Metro Holiday Moratorium Application

RECOMMENDATION
Staff recommends that City Council (1) review the Los Angeles County Metropolitan Transportation Authority’s (Metro) request for a waiver of the holiday moratorium; and (2) move to deny the waiver request.

INTRODUCTION
The Memorandum of Agreement (MOA) with Metro for Section 2 (Wilshire/Rodeo Station) outlines the allowable work hours and workdays in Article XIII, including the holiday moratorium dates during which no work is permitted. The MOA allows Metro to apply for a permit to waive the holiday moratorium and City Council has sole discretion to review, approve or deny the permit.

On June 30, 2022, City staff received the application from Metro requesting work during the 2022 holiday moratorium from Thanksgiving Day 2022 through New Year’s Day 2023 (Attachment 1). DISCUSSION
Current Work Activities
Metro D (Purple) Line Extension Section 2 construction of the Wilshire/Rodeo station is currently underway. Metro and its Contractor, Tutor Perini/O&G, a Joint Venture (TPOG), estimate that this phase of work will continue until 2024. The tunnel boring machines (TBMs), which originated in Century City, crossed the Wilshire/Rodeo Station

BEVERLY
HILLS
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E-4
Meeting Date: October 18, 2022

box by early 2022, and are anticipated to complete mining toward the La Cienega Station by the 4
th quarter of 2022. Construction of multiple appendage structures for equipment, ventilation and emergency access will begin in 2023. Metro also continues to install dewatering wells for multiple cross passages, which are underground passageways that connect the eastbound and westbound tunnels for maintenance or emergency purposes. The dewatering well installation requires a k-rail enclosure for two to three weeks per cross-passage location. The Contractor must maintain, at a minimum, two lanes in each direction along Wilshire Boulevard unless existing site conditions are restricted with concrete medians not allowing safe clearance from a drill rig to travel lanes. In addition, Metro began to install a permanent power duct bank along Wilshire Blvd between Canon Drive and Rexford Drive in mid-September 2022.

Work Allowed During Moratorium
Per the MOA, Metro is allowed to continue to work within the staging yards and below ground 24 hours a day and 7 days a week between Thanksgiving Day and New Year’s Day. Metro will continue monitoring and maintaining the pre-installed geotechnical instruments and dewatering wells in the right-of-way for safe work and site conditions during the moratorium. City staff will review and approve temporary traffic control within the Right of Way (ROW) on a case-by-case basis with advanced notice from Metro for only maintenance and emergency repair. Also, City staff will continue to inspect and monitor the construction site to safeguard the public infrastructure and verify compliance with the MOA.

Holiday Moratorium Waiver Request
Metro and TPOG have requested a waiver of this holiday moratorium to continue to access the concrete decks for delivery of material below ground, installation of dewatering wells for cross passages and installation of permanent power duct bank. Unlike some previous holiday moratorium waiver requests, this one does not indicate that waiving the moratorium would benefit the public by reducing construction impacts or reducing the overall construction timeframe. Therefore, staff recommends denying the waiver request to avoid imposing an unnecessary burden on residents, businesses and travelers during the City’s recovery efforts from the pandemic.

City Council Ad-Hoc
On August 25, 2022, the Metro Ad Hoc Committee, which includes Mayor Bosse and Councilmember Friedman, was informed of Metro’s request. Based on the anticipated work impacts and minimal benefits to the community, the Ad Hoc Committee recommended the denial of the request during the City Council Meeting scheduled for October 18, 2022. COMMUNITY ENGAGEMENT
Metro notified the businesses adjacent to the Wilshire/Rodeo Station of the permit request and the scheduled City Council meeting. Staff did not receive comments regarding the request from the business community.

Meeting Date: October 18, 2022

FISCAL IMPACT
There is no direct fiscal impact associated with approving or denying this request. The terms of the MOA include provisions for Metro to reimburse costs for all staff and consultants performing work associated with design-build construction activities of the Purple Line Extension – Section 2 in Beverly Hills.

Shana Epstein,
Director of Public Works
Approved By
Attachment 1
June 30, 2022 Metro Unifier Record No. 00958
City of Beverly Hills
Department of Public Works
345 Foothill Road
Beverly Hills, CA 91210
Attention: Mr. Daren Grilley, City Engineer
Reference: Contract No. C1120-Purple Line Extension Section 2 Project

Subject: 2022 Holiday Moratorium – Application for a Permit to Work Dear Mr. Grilley:

In accordance with Article XIII, Holiday Moratorium, of the MOA, Metro hereby requests a permit to work during the 2022 Thanksgiving Day through New Year’s Day holiday moratorium (Thursday. November 24, 2022 through Sunday, January 1, 2023).

The attached letter from TPOG describes the work hours and construction activities for these dates. An approval of this request would allow TPOG to continue performing work according to the project schedule. A rejection of this request could potentially cause a delay to the project and have cost and schedule impacts. Additional information can be provided to support this application if required.

Sincerely,
Michael McKenna
Executive Officer, Project Management
Purple Line Extension Section 2 Project
Enclosure: TPOG's Letter C1120-LACMTA-809 – 2022 Holiday Moratorium Exemption Request - City of Beverly Hills
cc: Bill Zein – City of Beverly Hills (Psomas)
Zeph Varley – Metro
Kim Chan – Metro
Mindy Lake – Metro
Gregg Davidson – Metro
Document Control File
Los Angeles County
Metropolitan Transportation Authority
Metro
One Gateway Plaza
Los Angeles, CA 90012-2952
213.922.2000 Tel
metro.net
Tutor Perini Corporation I O&G
Century Park Plaza
1801 Century Park East Suite 500
Los Angeles, CA 90067
June 28, 2022
Los Angeles County Metropolitan Transportation Authority One Gateway Plaza
Los Angeles, CA 90012-2952
Attn: Michael McKenna
Tutor Perini

CORPORATION
a Joint Venture
LACMTA- 809
Reference: LACMTA Westside Purple Line Extension Project Section 2, Contract No. C71493000C1120 Subject: 2022 Holiday Moratorium Exemption Request - City of Beverly Hills Dear Mr. McKenna,
This letter represents TPOG's written request for a Holiday Moratorium Exemption for the Wilshire Rodeo Station and Tunnel Alignment work on Wilshire Boulevard and adjacent streets within the City of Beverly Hills (CoBH). Please see below the list of holidays TPOG is requesting an exemption for:
• Thanksgiving Day through New Year's Day- Thursday, November 24, 2022 through Sunday, January 1, 2023
The work at the Wilshire/Rodeo Station and along the Tunnel alignment during the CoBH identified Holiday Moratorium period includes installation/monitoring/decommissioning of geotechnical instrumentation, station construction, material/equipment deliveries, removal of struts and wales, tunnel support, installation of cross passage dewatering wells, installation of WRS SCE permanent power, and other miscellaneous activities. Work days and hours for these activities, according to the executed MOA, would be per the attached table.

TPOG continues to implement appropriate measures to mitigate impacts from construction activities within CoBH and will continue to implement these measures during the requested Holiday Moratorium period.

These Holiday Moratorium Exemptions would allow TPOG to continue to perform work according to the project schedule. With the possible exception of some Saturdays/Sundays listed, for which we have not determined our planned weekend work schedules, not receiving the MOA-associated Holiday exemptions would cause a delay to the project.

Please contact the undersigned if you have any questions or need any additional information.

Sincerely,
Dan Louis
Project Manager
Attachment: Table of Work Days and Hours by Construction Activity Holiday Moratorium Exemption Supporting Documents (e-copy only) 1 Tutor Perini Corporation I O&G
Century Park Plaza
1801 Century Park East Suite 500
Los Angeles, CA 90067
a Joint Venture
Table of Work Days and Hours by Construction Activity (according to the executed MOA):

Construction Activity Weekdays Weekends
Access through deck panels for 9:00AM to 4:00PM 9:00AM to 4:00PM occasional material delivery and
utility maintenance 8:00PM to 7:00AM 8:00PM to 7:00AM
Work conducted in the staging 8:00AM to 8:00PM 8:00AM to 8:00PM yards to support Station
Construction or other work within 8:00PM to 8:00AM 8:00PM to 8:00AM the staging yards
Engineering 7:00AM to 4:00PM 8:00AM to 7:00PM
(Survey /Pot ho Ii ng/Geotechn ica I
Borings/Instrumentation & 8:00PM to 7:00AM
Monitoring)
Ground Improvement along 8:00AM to 9:00PM 8:00AM to 9:00PM Wilshire/well installation and
dewatering activities 9:00PM and 11:00PM For 9:00PM and 11:00PM For breakdown, clean-up and breakdown, clean-up and other
other non-drilling activities non-drilling activities
Ground Improvement on 8:00AM to 6:00PM
residential streets
Utility Relocations and New Utility 7:00AM to 4:00PM 8:00AM to 7:00PM Services 8:00PM to 7:00AM
All other activities 7:00AM to 4:00PM 8:00AM to 6:00PM
8:00PM to 7:00AM 6:00PM to 8:00AM
2 a Joint Venture
1) Access Through Deck Panels
Work Area: See attached
Material Laydown Area: TPOG will utilize the N Canon yard or Reeves yard as needed.

Major Equipment: 110 Terex Crane, CAT 320 Excavator, JLG 12k Forklift, Terex 80t Crane Access: All work will be performed within traffic control plans included in Stage 2, Stage 3, Stage 4, and/or Stage 5. Other traffic closures using COBH LCN process may also be utilized.

TutorPerini �.

C O R P O R A T I O N -----
07/06/20 JF
C1120-SUB01070-CBH-013103-1.05.C-001.02
C1120-SUB01070-MTA-013103-1.05.C-001.02
Page18of618

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NOTES:

1. APPENDAGES AND MAIN ENTRANCE, SHORING IS NOT A PART OF THIS SUBMITTAL. CORRESPONDING PILES ARE NOT SHOWN.

2. DIMENSIONS FROM BR TRACK CENTER LINE ARE MEASURED FROM THE

CENTER LINE TO THE OUTSIDE FACE OF THE PERMANENT WALL

3. TRAFFIC PIAN IS NOT A PART OF THIS SUBMITTAL. WILL BE SUBMITTED SEPARATELY.

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THE PREPARATION OF THIS

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07/06/20 JF
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LEGEND:

NOTES: (FOR PAGES STR-160 THRU STR-165)

1. FOR PILE SIZES SEE TABLES ON DRAWING STR-610.

2. FOR WALE SIZES SEE TABLES ON DRAWING STR-621.

3. FOR STRUT SIZES SEE TABLES ON DRAWING STR-620 AND STR-621.

4. FOR WALES AND STRUTS LAYOUT AT BRACE LEVEL 1A AND BRACE LEVEL SA, SEE DRAWING STR-165.

5. THE DISPLACEMENT OF LONGITIJDINAL WALES 'W1" & 'W19' AT All BRACING LEVELS SHALL NOT EXCEED 1' ALONG THE WALE IN THE EAST DIRECTION DURING ALL EXCAVATION STAGES. IF DISPLACEMENTS ARE APPROACHING 1' STOP WORK WITHIN THE BULKHEAD AREA AND NOTIFY THE SOE ENGINEER. 8 I
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TAXES OF THE CITIZENS Of
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THE STATE OF CALIFORNIA.

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07/06/20 JF
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07/06/20 JF
C1120-SUB01070-CBH-013103· 1.05.C-001.02
C 1120-SUB01070-MT A--013103-1.05. C-001.02
Page39of618

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Initials of TPOG
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-WALE

SUPPORT,
TYP.
20'
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APP REG NO EXPIRES
8'
...

REV DATE BY

DESIGNED BY
l----+---+--+--1-----+---+--------+------------lDMWN�
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THE PREPARATION OF THIS
DRAWING HAS BEEN Fl�IN
PA.RTTHROUGH AGRANTFROM
THE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL TRANSIT
ADMINISTRATION (FTA). U\IDER THE
FEDERAL TRANSIT ACT OF 1964, M
AMENDED. AND IN PART BY THE

TAXES OF THE CITIZENS OF
LOS ANGELES COUNTY AND Of
THE STATE OF CALIFORNIA.
07/06/20 JF
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STR-163 0

DRAWING NO REV
Initials of TPOG
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NOTE:

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APPROVED FOR CONS1R1JCTIOH, l,S NOm) D

1. SEE GENERAL WALE AND STRUT NOTES ON DRAWING STR-160.

GRAPHIC SCALE: 1/8'=1'--0'

WALES AND STRUTS LAYOUT
SHEET 4 OF 6
0 4 8 16 32
I 1 1--1--- ..... I
36 WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION· SOE & DECKING
-
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PARTIAL PLAN -WALES AND STRUTS LAYOUT
11a· = 1·.o·
�ii+-- - -- �·::o;il.l...- - --

DESCRIPTION
AFC/ APDU 3.3
' 4 'WALE
�TR-50, SUPPORT,
" , TYP.
56'
. I
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�
55'

SEAL HOLDER

LEONARD SIMKIN
20' 20' r 9'
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= (j lJ ( j - )
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- -
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LS C057636 12/31/19

APP REG NO EXPIRES
STRUTNON- 7
JACKING e TR-50
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U.O.N.

DATE BY
0 9/25/19 RC
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THE PREPARATION OF THIS
DRAWING HAS BEEN FIPW«:ED IN
PART THROUGH 14. GR/4.NT FROM
THE U.S. DEPARTMENT Of

TRANSPORTATION, FEDERAL TRANSIT

ADMINISTRATION (FTA), UNDER THE
FEDERl4.L "TRANSIT Ar::T Of 1964, AS

AMENDED, ANO IN PART BY THE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY ANO OF
THE STATE Of CALIFORNIA.

APPROVED FOR CONSTRUCTION
07/06/20 JF
C1120-SUB01070-CBH·013103--1.05.C-001.02
C 1120-SUB01070-MT A--013103-1. 05. C-001.02 Page 41 of 618

25' TYP.
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PROVIDE SHEAR TRANSFER

CONNECTION PER DETAILS
DATE
PJRPl.E LINE EXTENSION
SECTION2
Initials of TPOG
40 OF 94
1 /8" = 1"-0"
STR-164 0
C1120 -APDU 3.3

CONTRACT NO

DRAWING NO REV

SHEET NO
Date
G,u,tro
APPROVED FOR CON5TRI.CT10N
APPROVED FOR OONSTRt.CTKlll, AS NOT8) D

KEY MAP
NOTE:

1. SEE GENERAL WALE AND STRUT NOTES ON DRAWING STR-160.

WALES AND STRUTS LAYOUT
SHEET 5 OF 6
GRAPHIC SCALE: 1/8"=1'-0"
0 4 8 16 32
c::=- 1I 1��-1 --�
WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION· SOE & DECKING

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
STR-100
5/6/2020
R. HEN

DESIGNED BY

PARTIAL PLAN -WALES AND STRUTS LAYOUT
1/8" = 1'-0"

REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION
I I 15/STR-503)\N[)(61S!B·:i!!:ll
I
34'-9' 40' 53' 56' 38'-10"
I W-14 LENGTH W-18 LENGTHJ
17' I 6' 9' 22' 9' 5' 20' 20' 8' 8' 20' 20' 8' 4'-3
11 25' I
S-36 TO S-37 S-46 TO S-47
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{5/STR-503)\NDCB1!l!R-50:D

APPROVED FOR CONSTRUCTION
lME PREPARATION OF THIS

DRAWING HAS BEEN FINANCED IN
PARTlt\ROUGH AGRANTFROM
TliE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL TRANSIT
ADMINISTRATION (FT A), UOOER niE
FEDERAL TRANSIT Ac:r OF 1964, AS
AMENDED, ANO IN PART BY ntE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY AND OF
lHE STATE Of CALIFORNIA.
07/06/20 JF
C1120-SUB01070-CBH-013103-1.05.C-001.02
C 1120-SUB01070-MT A-013103-1.05. C-001.02

25' "TYP. 30'1YP .
• PROVIDE SHEAR TRANSFER CONNECTION PER DETAIL�D(6/STR-503) NOTE:

1. SEE GENERAL WALE AND STRUT NOTES ON DRAWING STR-160. 21' 15'-8'

SHEAR TRANSFER CONNECTION
LENGTH 36'-7'
21'
35'-2'
9 e·-.a· 5'-611 '-7'
38'-10'
W-18 LENGTH
S-46TOS-47
I
I 25' WALE
SUPPORT, t,o,.,;".m-..
"TYP.

PURPLE LINE EXTENSION
SECTION2

SHEET NO
1/8" = 1 '-0"
STR-165 0

CONTRACT NO
41 OF 94
C1120 -APDU 3.3

DRAWING NO REV
SCALE
Initials of TPOO
M9!'�.�lf 8+
aj,,ird.>'ffltllrf. ---
APf'ROVEO FOR CONSTRUCTION
APPROVED FOR CONSTR\JCT<lN, N3 NOTED O
Date
4DMello

KEY MAP

WALES AND STRUTS LAYOUT
SHEET6 OF 6
GRAPHIC SCALE: 1/8'=1'-0"
0 4 8 16 32
I I 1--1---1111111111
36 WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION· SOE & DECKING
5 TR-50
WALE SUPPORT, "TYP
I
H

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
647;-00

SHEAR TRANSFER CONNECTION
LENGTH 36'-7"
1/8"= 1'-0"

PARTIAL PLAN - WALES AND STRUTS LAYOUT
AT BRACE LEVEL 1A AND BRACE LEVEL SA
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L

DESCRIPTION

WALE CORNER
CONNECTION, "TYP.
'-/

SEAL HOLDER

JACKING
EAR, "TYP.

STRUT, "TYP.
+

APP REG NO EXPIRES
P.
1YP. I
WAUR,
"TYP.

PROVIDE SHEAR TRANSFER CONNECTION PER DETAIL�[(61STR-503) WALE

SUPPORT,
"TYP.

WALE18TOWALE19
END CONNECTION, "TYP.

DATE BY
I
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JACKING t,,,,;�
END "TYP.

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PARTIAL PLAN-WALES AND STRUTS LAYOUT
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::J I END, "TYP.

J:
�
ISTARPACK 5
� TO PILE TR-50
lsTARPACK
ITO WALE h=�.t--t,
R. CHEN
0 9125119 RC LS C057636 12/31/19 LEONARD SIMKIN AFC/ APDU 3.3 1--:........ii---:-c::.:.:......:....+-'-'-''-+.-...::...C.--f-'..C...:......C...:....+-....;..;c�1--:.c;_;;_--�--�-+����--�--������ 5/612020
©--
r
I 0-L-_.iJ
0--

TIE PREPARATION OFTI-US

DRAWING HAS BEEN FINANCED IN

PARTTHROUGH AGRANTFROM
THE U.S. DEPARTMENT OF
TRANSPORTATION. FEDERAL TRANSIT
ADMINISTRATION (FTA). UNDER THE
FEOEAAL 'TRANSIT ACT OF 11164, AS

MENDED, AND IN PART BY THE
TAXES OF THE CmzENS OF

LOS ANGELES COUNTY ANO OF
TIE STATE OF CALIFORNIA.

APPROVED FOR CONSTRUCTION
0 4 8 16 32 GRAPHIC SCALE: 1/8"=1'-0"
C:\EGNYTE\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\2. ENTRANCE\4_WRSE - P&S MASTER.DWG July 6, 2020 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2 DRAWING HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL TRANSIT ADMINISTRATION (FTA), UNDER THE FEDERAL TRANSIT ACT OF 1964, AS AMENDED, AND IN PART BY THE TAXES OF THE CITIZENS OF LOS ANGELES COUNTY AND OF THE STATE OF CALIFORNIA.10:18 AM LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY C1120 - APDU 3.3.1 OF 53 MetroTM WILSHIRE / RODEO ENTRANCE- SOE & DECKING REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY IN CHARGE DATE CONTRACT NO DRAWING NO SCALE SHEET NO REV 7/6/2020 100% FINAL DESIGN - NOT FOR CONSTRUCTION R. CHEN R. CHEN A. ARGUETA L. SIMKIN WALES AND STRUTS LAYOUT SHEET 1 OF 4 STRE-160 0 1/8" = 1'-0" 25 PLAN - BRACING LEVELS 1 LAYOUT 1 1/8" = 1'-0" STRE-160 KEY MAP 31 24 17 10 3 1 36 373839 WILSHIRE BLVD. REEVES DR. D E F G H J 4'-812" 38'-2" 25'-9" 41'-9" 35'-4" 4'-8"± ASTRE-200 BSTRE-201 DSTRE-203 ESTRE-204 F STRE-20527'-6" 28'-9" 402221'-10" 3' NOTES: 1. FOR PILE SIZES SEE TABLES ON DRAWING STRE-610. 2. FOR WALE SIZES SEE TABLES ON DRAWING STRE-620. 3. FOR STRUT SIZES SEE TABLES ON DRAWING STRE-620. 4. FOR WALES AND STRUTS LAYOUT AT BRACE LEVEL 3, SEE DRAWING STRE-161. FOR BRACING LAYOUT AT BRACE LEVEL 4 SEE DRAWING STRE-162. 5. THE DISPLACEMENT OF LONGITUDINAL WALES "W-E7" AT BRACING LEVEL 3 SHALL NOT EXCEED 1" ALONG THE WALE IN THE SOUTH DIRECTION DURING ALL EXCAVATION STAGES. IF DISPLACEMENTS ARE APPROACHING 1" STOP WORK WITHIN THE ENTRANCE AREA AND NOTIFY THE SOE ENGINEER. 6. AT BRACING LEVEL 1 PRELOAD ENTRANCE DIAGONAL BRACES DS-E1, DS-E2, DS-E3, AND S-E1 AFTER STATION DECK BEAMS ARE INSTALLED AND SHIMMED AGAINST CAP WALES. 7. AT BRACING LEVELS 2, 3, AND 4 PRELOAD STATION STRUTS AFTER ENTRANCE BRACING IS INSTALLED AND PRELOADED WHERE SPECIFIED. S - DS - W - E#E# NUMBER DESIGNATION FOR ENTRANCE SOE MEMBER LEGEND: E# SOE MEMBER DESIGNATION S = STRUT, DS = DIAGONAL STRUT, W = WALE 3 STRE-501 8 STRE-500 9 STRE-503 1 STRE-500 DIAGONAL STRUT JACKING END, TYP. DIAGONAL STRUT NON-JACKING END, TYP. STRUT JACKING END, TYP. JACKING EAR, TYP. WALER, TYP. 3 STRE-502 PIPE STRUT, TYP. STRUT NON- JACKING END, TYP. 2 STRE-501 4 STRE-503 7 STRE-503 CORNER CONNECTION, TYP. WALE END CONNECTION, TYP.

ENTRANCE
MAIN STATIONCSTRE-202 C STRE-202a Tutor�!!!! J1• •sTV�}9.P in association with 0 4 8 16 32 GRAPHIC SCALE: 1/8"=1'-0"
C:\EGNYTE\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\2. ENTRANCE\4_WRSE - P&S MASTER.DWG July 6, 2020 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2 DRAWING HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL TRANSIT ADMINISTRATION (FTA), UNDER THE FEDERAL TRANSIT ACT OF 1964, AS AMENDED, AND IN PART BY THE TAXES OF THE CITIZENS OF LOS ANGELES COUNTY AND OF THE STATE OF CALIFORNIA.10:18 AM LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY C1120 - APDU 3.3.1 OF 53 MetroTM WILSHIRE / RODEO ENTRANCE- SOE & DECKING REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY IN CHARGE DATE CONTRACT NO DRAWING NO SCALE SHEET NO REV 7/6/2020 100% FINAL DESIGN - NOT FOR CONSTRUCTION R. CHEN R. CHEN A. ARGUETA L. SIMKIN WALES AND STRUTS LAYOUT SHEET 2 OF 4 STRE-161 0 1/8" = 1'-0" 26 PLAN - BRACING LEVELS 2 LAYOUT 2 1/8" = 1'-0" STRE-161 KEY MAP 31 24 17 10 3 1 36 373839 WILSHIRE BLVD. REEVES DR. D E F G H J 4'-812" 38'-2" 25'-9" 41'-9" 35'-4" 4'-8"± ASTRE-200 BSTRE-201 DSTRE-203 ESTRE-204 F STRE-20527'-6" 28'-9" 402221'-10" 3' 3 STRE-501 8 STRE-500 9 STRE-503 DIAGONAL STRUT NON-JACKING END, TYP. STRUT JACKING END, TYP. JACKING EAR, TYP. WALER, TYP. 3 STRE-502 PIPE STRUT, TYP. STRUT NON- JACKING END, TYP. 2 STRE-501 4 STRE-503 7 STRE-503 CORNER CONNECTION, TYP. WALE END CONNECTION, TYP.

ENTRANCE
MAIN STATION NOTES: 1. SEE GENERAL WALE AND STRUT NOTES ON DRAWING STRE-160. CSTRE-202 S-20 S-21 S-22 S-23 S-24 S-25 CSTRE-202a Tutor�!!!! J1• •sTV�}9.P in association with 0 4 8 16 32 GRAPHIC SCALE: 1/8"=1'-0"
C:\EGNYTE\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\2. ENTRANCE\4_WRSE - P&S MASTER.DWG July 6, 2020 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2 DRAWING HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL TRANSIT ADMINISTRATION (FTA), UNDER THE FEDERAL TRANSIT ACT OF 1964, AS AMENDED, AND IN PART BY THE TAXES OF THE CITIZENS OF LOS ANGELES COUNTY AND OF THE STATE OF CALIFORNIA.10:18 AM LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY C1120 - APDU 3.3.1 OF 53 MetroTM WILSHIRE / RODEO ENTRANCE- SOE & DECKING REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY IN CHARGE DATE CONTRACT NO DRAWING NO SCALE SHEET NO REV 7/6/2020 100% FINAL DESIGN - NOT FOR CONSTRUCTION R. CHEN R. CHEN A. ARGUETA L. SIMKIN WALES & STRUTS LAYOUT SHEET 3 OF 4 STRE-162 0 1/8" = 1'-0" 27 PLAN - BRACING LEVEL 3 LAYOUT 3 1/8" = 1'-0" STRE-162 KEY MAP 31 24 17 10 3 1 36 REEVES DR. ASTRE-200 BSTRE-201 DSTRE-203 F STRE-205 NOTES: 1. SEE GENERAL WALE AND STRUT NOTES ON DRAWING STRE-160. 3 STRE-501 8 STRE-500 DIAGONAL STRUT NON-JACKING END, TYP. STRUT JACKING END, TYP. JACKING EAR, TYP. WALER, TYP. 3 STRE-502 PIPE STRUT, TYP. STRUT NON- JACKING END, TYP. 2 STRE-501 5 STRE-503 7 STRE-503 CORNER CONNECTION, TYP. 4 STRE-503 373839 D E F G H J 4'-812" 38'-2" 25'-9" 41'-9" 35'-4" 4'-8"± 27'-6" 28'-9" 402221'-10" 3' 9 STRE-503 WALE END CONNECTION, TYP. AT WALES W-E-4 ~ W-E-7 BRACING LEVEL 3 "W" STARPACK AT WALE TO PILE CONNECTION PER DETAIL 5/STRE-503

ENTRANCE
MAIN STATIONCSTRE-202
WILSHIRE BLVD. S-20 S-21 S-22 S-23 S-24 S-25 C STRE-202a Tutor�!!!! J1• •sTV�}9.P in association with 0 4 8 16 32 GRAPHIC SCALE: 1/8"=1'-0"
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TAXES OF ll-lE CITIZENS OF
LOS ANGELES COUNTY AND Of
THE STATE OFCALlfORNIA.

APPROVED FOR CONSTRUCTION
07/06/20 JF
C 1120-SUBO 1070-CBH-O 131 03-1.05.C-001.02
C1120-SUB01070-MTA-013103-1.05 C-001.02

PllUU UtE EXTENSION
SECTION2
C1120 -APDU 3.3
STR-204 0
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46 OF 94

SHEET NO

CONTRACT NO

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SCALE
Initials of TPOO
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ELEVATION- NORTH WALL
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BRACE LEVEL 4
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AMENDED, ANO IN PART BY THE
TAXES OF TliE CITIZENS Of

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THE STATE Of CALIFORNIA..

APPROVED FOR CONSTRUCTION
07/06/20 JF
C1120-SUB01070-CBH-O 131 03-1.05.C-001.02
C1120-SUB01070-MTA-013103-1.05.C-001 02

/A' SEE SHEETS STR--045 AND
STR-046 FOR CONCEPTUAL
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APPROVED FOR CONSTRUCTION

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47 OF 94
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STR-205 0
C1120 - APDU 3.3

SHEET NO

DRAWING NO REV

CONTRACT NO
SCA!.E ELEVATION- NORTH WALL
SHEET6 OF 6
WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION· SOE & DECKING
in assodatior, with

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
5/6/2020
DATE

DESCRIPTION
AFC/ APDU 3.3
SEA.I.. HOLDER
LS C057636 12/31/19 LEONARD SIMKIN

BY APP REG NO EXPIRES
RC
DATE
9/25/19
R. CHEN
0 REV
t--+----t----+--f---f---+--------+-------------IDRAWNSY THE PREPARATION OfTHIS
DRAWING H"5 BEEN FINANCED IN

PARTTHROUGH A GRANT FROM
THE U.S. OEPARTMENTOF

TRANSPORTATION, FEDERAL TRANSIT
ADMINISTRATION (FTA). UNDER THE
FEDERAL 'mANSIT ACT OF 19'W, AS

AMENDED, AND IN PART BY THE

TAXES OF THE CITIZENS OF
LOS ANGELES COlMTY ANO OF
THE STATE Of CALIFORNIA.
07/06/20 JF
SEE SHEETS STR-045 AND
cp STR-046 FOR CONCEPTUAL

CONSTRUCTION SEQUENCE
AT EAST BULKHEAD.

A
TR·30
25' TYP.

EL230
EL220
EL210
•
-
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Date
Initials of TPOG
48 OF 94
STR-206 0
SCALE
C1120 -APDU 3.3
1 /8" = 1 '-0"

SHEET NO

CONTRACT NO
ORA1MNG NO REV
32 I

ISSUED FOR

CONSTRUCTION

KEY MAP
16 I
8 I
GRAPHIC SCALE: 1/8"=1'--0"
4 I

ELEVATION-SOUTH WALL
SHEET 1 OF 6
0 I
WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION· SOE & DECKING
STIR-165
in association with

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
( 5123 J ( 5122 J
4I Metro�
( 5124 J

PARTIAL ELEVATION
1/8" = 1'.(T'
( 5125 J
( 5126)
6/24/2020
( 5131 J ( 5130] ( 5129 j ( 5128] ( 5127]
STATION Pl ,
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( 5132)
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0 9/25/19 RC LS C057636 12/31/19 LEONARD SIMKIN AFC/ APDU 3.3 t"-;.;,�;i-=;O�A;,E:-=- T �B�Y��A:P;-fP :RE:G�N�::,- O ��=P=R=U�_.!���EAl.�HOLO�ER��-+---��DE�SCR�IPTION ��----l DATE l--t----t--t---j---1-----1--------+------------j DESIGNEDBV I t-=�R=C,,,.H. .,,,,E,.,_N -j r---t----t--t--i---1----+--------+-------------lDRAlNN�

APPROVED FOR CONSTRUCTION

THE PREPARATION OFTHIS

DRAWING HAS BEEN ANANCEO IN
PART TtiROUGH A GRANT FROM
THE U.S. DEPARTMENT OF
TRANSPORTATION. FEDERAL TRANSIT
ADMINISTRATION {FTA), UNDER THE
FEDERAL TRANSIT A.Cl Of.1964, AS

AMENDED, AND IN PART BY TI-IE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY ANO OF
THE STATE OF CALIFORNIA.
07/06/20 JF
C112�UB01070-CBH-013103-1.05.C-001.02
C1120-SUB01 O?Q...MTA-013103-1.05 C-0:>1.02 Page 50of618

cp
� C? SEESHEETSSlR-041AND C? cp 7 STR-042 FOR CONCEPTUAL 25'TYP.

CONSTRUCTION SEQUENCE

AT LOCATIONS WITHOUT I I
• • OPEN EL230 INGS IN THE

CONCOURSE LEVEL SLAB
EL220
PVRPlE LINE EXTENSO.

SECTION2
STR-207 0

CONTRACT NO
49 OF 94
C1120 -APDU 3.3
SCALE
1/8" = 1'-0"

DRAWING NO REV

SHEET NO
Initials of TPOG
1lltarPw.ial h
�0 .. ,D.�ftD• t1•

4.}oi/11-IJUW --

APPROVED FOR CONSTROCTION
4DMabo
Date

APPROVED FOR CCNSTRUCOON, MS NOTED D

KEY MAP
EL210
EL 190
EL200
EL 180
EL 170
EL 160
EL 150
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EL 130
I
EL 140

ELEVATION-SOUTH WALL
SHEET 2 OF 6
0 4 8 16 32
••1-I ! 1--- ...... 1
GRAPHIC SCALE: 1/8"=1'-0"
WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION· SOE & DECKING
BRACELEVR2
EL 201.33±
BRACE LEVEL 3
EL 187.08±
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( 8110)
2 TR-207 STR-164
( 8115) ( 8114 ) ( 8113) ( 8112 ) ( 8111)

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( 8118) ( 8117) ( 8116 )

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( 8120) (8119)

APP REG NO EXPIRES
( 8121 )
BY
( 8122)
DATE

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07/06/20 JF
C 1120-SUB01070-CBH-013103-1.05.C-001.02
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50 OF 94

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EL210
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EL 180
EL 170
EL 140
EL 160
EL 150
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WILSHIRE I RODEO STATION • SOE & DECKING

BRACE LEVEL
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EL 168.83±
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LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
( S86 ) ( S85 ) ( S84 )
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( S89 ) ( S88 ) ( S87 )

STATION PIT,
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( S91 ) ( S90)

PARTIAL ELEVATION
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( S92 )

DESCRIPTION
( S94 ) ( S93 )

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( S97 ) ( S96 ) ( S95)

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Initials of TPOG
STR-209 0
51 OF 94
1/8" = 1'-0"
C1120 -APDU 3.3
SCALE

SHEET NO

CONTRACT NO

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PLm..f LINE EXTENSION
SECTI002

ISSUED FOR

CONSTRUCTION
Date
AP!'ROl'ED FOR CONSTRIJCTlON, AS NOTED O
41M,tro

METROREPRE

KEY MAP
EL 180
EL 170
EL 150
EL 160
EL 140
EL 130

ELEVATION-SOUTH WALL
SHEET 4 OF 6
0 4 8 16 32
I 1-1--1---...-1
GRAPHIC SCALE: 118""1'-0"
36 WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION· SOE & DECKING
I
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( S73 )
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FEDERAL TRANSIT ACT OF 1964, AS
AMENDED. ANO IN PART 6Y THE

TAXES OF THE CITIZENS OF
LOS ANGELES COUNTY AND Of
THE STATE OF CALIFORNIA.

APPROVED FOR CONSTRUCTION
07/06/20 JF
C1120-SUB01070-CBH-O 131 03-1.05. C-001.02
C 1120-SU801 07()..MT A-013103-1. 05. C-001.02

Initials of TPOO

PURPLE LIPE EXTENSION
SECTION2

SHEET NO
52 OF 94
1/8" = 1 '-0"
SCALE

CONTRACT NO
C1120 - APDU 3.3

DRAWING NO REV
STR-210 0
����., 8+
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32 I

APPROVED FOR CONSTRUCTION

APPROVED FOR CONSTRUCTION, /IS NOTED
Date

KEY MAP
16 I
EL 230
EL 210
EL220
EL 200
EL 190
EL 180
EL 170
EL 140
EL 160
EL 150
EL 130
8 I
GRAPHIC SCALE: 1/8'=1'-0"
4 I

ELEVATION-SOUTH WALL
SHEET 5 OF 6
0 I
WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION • SOE & DECKING
I
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STATION PIT,
TYP.--�
-
LAGGING 13 \

AROUND ----,
UTILITIES �

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
SEESHEETSSTR-043AND
STR-044 FOR CONCEPTUAL
-
R.CHEN

CHECKED BY
DE.SIGNED BY
R. HEN
' ' I
1/8" = 1'--0"

PARTIAL ELEVATION

DESCRIPTION
25'TYP.
' '
BY /IIPP REG NO EXPIRES SEAL HOl.DER
( S53 ) ( 552 ) ( 551 ) ( 550 ) ( S49 ) ( S48 ) ( 547 ) ( S46 ) ( S45 ) ( S44 ) ( 543 ) ( 542 X 541 ) ( 540 ) ( 539 ) ( 538 ) ( 537 ) ( S36 ) ( S35 ) ( 534 ) ( S33 ) ( S32 ) ( 531 ) ( S30 ) ( 529 ) ( 528 ) ( 527 ) ( 526 ) ( 525 )

REV DATE
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THE PREPARATION OF THIS

DRAWING HAS BEEN FINANCED IN
PART llfIDUGH A GRANT FROM
THE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL TRANSIT

ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS
AMENDED, AND IN PART BY TrtE
TAXES OF TrtE CITIZENS OF
LOS ANGElES COUNTY AND OF
TrtESTATEOF CALIFORNIA.

APPROVED FOR CONSTRUCTION
07/06/20 JF
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16 I
8 I
GRAPHIC SCALE: 1/8'=1'-0"
4 I

ELEVATION-SOUTH WALL
SHEET6 OF 6
0 I
36 WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION· SOE & DECKING
EL220
EL210
EL200
EL 190
EL 180
EL 150
EL 170
EL 160
EL 140
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SEAL HOLDER

LEONARD SIMKIN
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EXPIRES
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( S20A)
LS C057636 12/31/19

BY APP REG NO
9/25/19 RC
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! ! ! I ! j j I I i i i i !
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>':: . >:: > �/ > > /�� , ,� W:: > 1\�v· ,,, .1-�. <""� " «,vi,,Jv:;< ::-<�:M:,r,,,:-,:,,:,J-1:1,,=ff ��m:��������� 1 � �� rti"111tr""'ti'j--jtt;;��l_ ' ,'-' ' \ '' 'i ,"'-,'-' �' '-'>'- ,y� . ,i:f)' ""''=n,"v'-� ·� ,�� 0-');� · ;i._'-.�._,11,,...'-'? :::f, ;��,, r-, 'f,'- i i i "''/' �) �
i .
'-(', i � i �� r Y/,';, I ) i -�-� 1 '?:.: i , ,(/ ;!-;P' / -ffit0:,:Ni, VJ;,/ f �4 , � <'.�v : �Y1;1tiv,i,/,� �:
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i i i I I i I . i i i I,,,,"'-:: :-.;:
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u u u i u u i
i
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i
i
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Li

TOP OF FUTURE CONCRETE I
- PERMANENT SLAB
1/8" = 1'-0"

THE PREPARATION OF THIS
DRAWING HAS BEEN Fl�IN

PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT Of

TRANSPORTATION, FEDERAL TRANSIT
ADMINISTRATION (FTA). UNDER THE
FEOERAL TRANSIT ACT OF 1984, AS

AMENDED, AND IN PART BY TI-IE
TAXES OF THE CIT\ZENS OF
LOS ANGELES COUNTY ANO Of
THE STATE Of CALIFORNIA.

APPROVED FOR CONSTRUCTION
07/06/20 JF
!"'age .il::> OT .{11\J
©
58'-9''
(E) 18" PVC SS BHSS
58'-9"
I (E) 42" RCP SD

CITYOFBH
[E) 16" DIP WI\TER
B�WS
I/
[E)6" MP SCG
1 /8" = 1 '-0"
SCALE
C1120 -APDU 3.3

SHEET NO
STR-212 0
54 OF 94

CONTRACT NO

DRAWING NO REV
Pl.me llfrE EXTENSION
SECTION2
Initials of TPOG
1utorPalilri h
oo••o• .. ,,,,.
t§:•
a}offll WIIIW-. ---

ISSUED FOR

CONSTRUCTION
Date
4J)Mabo
NOTES:

1. FOR PILE SIZE SEE SCHEDULE. FOR PILE LAYOUT AND SPACING SEE SHEET STR-140 THRU STR-145.

2. LOCATION AND ALIGNMENT HEADERS SHALL BE AS REQUIRED TO

ACCOMMODATE TUNNEL CLEARANCES AND SUPPORT OF SEAL RING
EQUIPMENT. PLACEMENT OF HEADERS SHALL BE COORDINATED W1TH TUNNELING CONTRACTOR PRIOR TO INSTALLATION.

3. SOIL SHALL BE ABLE TO SPAN BETWEEN THE TOP OF THE CONCRETE WASTE SLAB AND BRACING LEVEL 4. SOIL IMPROVEMENT TO BE
DESIGNED BY OTHERS AND IS NOT A PART OF THIS SUBMITTAL.

PILE TIP EL 115.00
WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION· SOE & DECKING

ELEVATION- EAST & WEST WALLS
_,__ __ --"OT seRJL 150.64
-+-- __ _.B""Ej:L 130.42±
�
11�1
'
,
I I
�I
11�11
I I
1 /14" LAGGING
H-t+t-H�--f.s,;o;�:,;J AROUND
�TR·53i UTILITIES
4'
'-------'-L......I- --
( W11)
( W10 J
6' 7-3"
(W8) (W9)
( W7 )
___ .....__ _
W6 1
3'-4" I 6'-7"
in ass.ociation with

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
( ws )

WEST BULKHEAD
ELEVATION 1
1/8' = 1'-0" STR-140
STR-160
5'�" 5'�"
(W3)(W4)
r
( W2 )
T·9"
4 --
� Metro�
( W1 )
-
' I
-
;1
l�I
'
1,
( I / I
I v/
Nii! I I I 1
1 ij W-1 EJ
_
11 ;i; I
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=f=�
1����
1 +��- ���.�,,--..�;;;;;; �:j$.::..$+j�::;;;;;;::ij.ffi�l tl��-j-j-- __ BL._1A
fl 'A -.._,, EL 214.17±
��ff==F#ffl ==fijffl ��EB· l)::::: N f#t=# l :1#2{W=·==f1 ���· f ���=f=l ��=f=l ==fijFf1 �l¥! � ;t1-t- • BL .
.::._2 _
-.._,, EL208.17±
..I.
-
T
--+�1�1
1 �=�=l==t#ff=fHE�=f ' f#:�tj:=ffiff(.,--.., � #f=�#=�#f#�I�+- - __ BL.
4�-
I EL 175.67±
I

I I I I I I I I I I I I
I �- __ -14+1_...
[_,_
,---> �--· I r-W14x109HEADERTOP
I - I � :;; � 'c-... I I -�
;llii: �.

I / AND BOTTOM, TYP.

I � ��
�
1 ,,l@CJ!';,i:::= -� SEE NOTE 2
1�11 'I ,,fZ , --� � m,,� �� "'��1�1:
: 1 ��Fz ':f/:.i
1 /'=f/ ,Rff1 ==fRff1 ��������=fR
�1w=1=f- �f1 �:fj11,�§��F#Ff1 =F#Ff1 = '-.,:�,ij�, ���ff1 lj�� i:: ::M BL. 5,___
I
I
I
\
1 EL 159.58±
I 1 1 I I I I I I I I I
I
I I
I
I I � I .:::_
- -
I_-� I I I� \ ' I - I - / ., J � , I� I
I "\..� / ... ,r--- -.... '1
��;�-:_-
���������f.W- �-��1 ����-��-���-��/� ������t-
��=:::::j� , •
BL. 5A�-
�
- - - -,. - - + itt-1 I - _ -- I _ _ • • EL 144.58±
""-·
�TR-50] TYP
-
/ 1 '
EL 140 -
EL230 -
EL 170 -
EL 180
EL210 -
EL 190 -
EL200 -
EL220 -
EL 130 -
!z
UJ
::;;
!
EL160 - � �
- ....
cc! 0
Oz
U) UJ
u, UJ
O U)
�::;;
EL 150 - :::;
;;:;;
::.

PILE TIP EL 118.67
BOE.!;L 136.67±
.l.
l�I •
c__J__.H - --
-
( E1 )

DESCRIPTION
s
'15' LAGGING
�-�cal AROUND
�TR53, UTILITIES
-
-·
SEAi.. HOLDER
-
-·
(ES][E4)(E3] (E2)
---
( E7 J
--- - --

BY APP REG NO EXPIRES
4 EAST BULKHEAD
ELEVATION 2
DATE

DESIGNED BY
R.CHEN

CHECKED BY
R•V
t---f-----+--+--f---t----f---------t------------�OAAW>I�R. HEN t--=- 0 +
9=/25
:.:...;c /19 :...+-'-"RC :....+--=-LS =--,F
C0=576=36 +.,:.:: 12=/31
c...:..:: /19 +--=LE=
ON.::...::. AR=-D S=IM=KIN -=-+----.:...::.. AFC=/ A..::....: PD=-=- U =3.3 ----<1-,;;, J DAT
,.CE �
6/24/2020
( E6 )
6'-3" 5' 5'-11" 8'-10" 6'-4" 3'-4" 5'-6" 5'-6" r 8'-5"
' I
( E11 J ( E10 J ( E9 J ( E8 l
l I - I I I - I I I
I<) � I
E
�=t=�#t=t#Ht�fit��·::tiF-r�
2 ;1m;m:�ffi�:i!��: #t===*rirH-t- __
BL .
.::. 2
_ • _ •• -· EL 201_.33± _
... -- - -
1j1i 1--- -'-;
..
-,·: �-: -,..-,;t;t!t. 1
-;tt,111-.�-,�---
I'-....
�I
� I 1// I 11 el [ · 9 I -r I '-. I '
_. I
.....----.

I I � 'I, T iffl:F=i�t=Bfff=fl���=f· ffl=l=:::j��#j:p��=ij#==F�F=��i�� - --
BL.::.-3 - r , I EL 187.08±
/ -, I Iv 1 1 1 1 1 , 1 1 1 -, 1 I /1"
I � I / I I STR-50\ TYP
I� � : I/ I - I ii I I I I : I I I I 1" I l�l I
I � .....----.
r ,nN
/
, I I
$t#=t==F#f=l=#fFf=#���=F#FF��ftlfp�· �=t#lt;;,t:ffi#==l l=R=lll+-+- - __
BL..:.. 4
_
I I I I I I I I I v I I "' EL 172.83±
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I��� �� 1 � � f - , 1
_ --1 ANDBOTTOM,TYP.

I
�
V , ' 1 1 .� ,. , I SEENOTE2 !z
I � ., , � ' I la':II I !:Ii
I "
"'�,
\ ::: 1/ , li:61 �
I � , 1 1 � \ '!1 1 1��9!tli ri I µ 1 1 1 I �
li=¥¥��'�:fflFt=�Af:IF=�ftF�--���:fflFF=��=f#1
��' �- F=' fftff==f=f#=F=�Fi 1
���-+-
____ BL.-5__ � � ::;; � - _J oz I - J I EL 156.83± g w
�\ I I \ I , "UJ � 1 1 , )Lt 1 1 � 1 1 1 , I O ,,, I � ��, , � , /1 'h) "' I _,______._ �++- -,..++++< • , I\ e-----< • i-+,.Lµ;/,t;4-l-!++. _ -+--- __ _,_O,, Rj:L 150.64 !;; '\.'\.'\., .......,., ........ _ 7.l0·, � �,' , __ , /Y/zi � I I - '' 1 ::"'·,
-,-�
I +II+ '
41 \ :-,, ;::::: - - I '\ '
......_
- ' J
- - -
'
r'.VJA;
� 1 I ��
I .... -== \ ... ........ .. -:::: J ""'"'
4-l+H-
+41-1--
..
��in:_
- - �-- -14+1+- - � �!:i§�i ,¥--=---HtHtt-j +------�-
-e- ·i
I , I
.I.
-
EL 140
EL 160
EL 150
EL 190
EL 180
EL 170
EL210
EL200
EL220
EL 130
EL230

APPROVED FOR CONSTRUCTION
1/8"=1
·.oTHE PREPARATION OF THIS
DRAlNING HAS BEEN FINANCED IN

PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF
TRANSPORTATION. FEDERAL TRANSIT
ADMINISTRATION (FTA). UNDER THE
FEDERAL TRANSIT ACT OF 11164, AS

AMENOEO, ANO IN PART BY THE
TAXES Of THE CITIZENS Of

LOS ANGELES COUNTY AOO OF
THE STATE OF CALIFORNIA.
07/06/20 JF
C1120-SUB01070·CBH-013103-1.05.C-001.02
C 1120-SUB01070-MT A-0131 Q3...1.05. C--001. 02
Page9of618
Page9 of633

CONCEPTUAL CONSTRUCTION SEQUENCE AT LOCATIONS WITHOUT OPENINGS IN THE CONCOURSE LEVEL SLAB

2. INSTALLATION OF THE SUPPORT OF EXCAVATION LAGGING SHALL PROCEED AS DESCRIBED IN DRAWING STR-004 GENERAL NOTES,
SECTIONQ.

3. STRUTS SHALL BE PRELOADED TO 25% OF ITS DESIGN LOAD. REFER TO VALUES IN ON THE STRUT SCHEDULE ON DRAWINGS STR-620 AND STR-621.

NOTE:

1. CONCEPTUAL CONSTRUCTION SEQUENCE SHOWN ON DRAWINGS
STR-041 THRU ST-049 DELINEATES TYPICAL PROCEDURE FOR BRACING

SYSTEM INSTALLATION AND REMOVAL FOR VARIOUS STAGES OF
CONSTRUCTION. FOR SPECIFIC ELEVATION OF BRACING LEVELS REFER TO ELEVATION AND SECTIONS ON DRAWING STR-200 THRU STR-212 AND STR-300 THRU STR-302.

4. CENTER TRENCH DIMENSIONS SHOWN ON STAGE 1 ARE TYPICAL FOR SUBSEQUENT EXCAVATION STAGES.
��I
I
t�-y;
-� - ---,_ � ,,
�
'---BL1 <.°'<' �<( � IWALE,TYP. BL2
r»"
� ,,"
-
\_ PIPE STRUT, TYP.

J_
;.....----- BL3 ------
--
. v>,»,� ,.(2-:f,"Y>
�
,('<-� fl
<S"-',,('
"-- ,»
"'
.':.

STAGE3
.':.

DECK BEAM TYP DECK MA TS TYP
• \ r
•
-»'«",;?,, '
l��-y;
'<,� - ---,_
�
�
'---BL1
�
�Y, �'Y
I 'C1
'"
------ BL2 ------
' ,;,�� 0.;�'f>'
�
''<.� fa"'" "-- ,,/
"'
NOTE:

UTILITIES SUPPORT TO BE PREPARED BY
OTHERS, NOT A PART OF THIS SUBMITTAL.

UTILITIES ARE NOT SHOWN FOR CLARITY.

STAGE2 � �

PILE TIP ELEVATION PER
/TABLES ON DRAWING STR-610
I
. _J STAGE 1
V SOLDIER PILE, TYP.
- EXISTING GRADE �,-- PROVIDE TEMPORARY
;--BL 1-DECKBEAM EXCAVATION SUPPORT
.....,:: - ,�,-".'Y,,�l:'Y ,;� - - ����«� AS/IF REQ'D (NOT A PART �,, OF THIS SUBMITTAL) I �/�1--.......,,....,, ....... �..,..........,....,, ....... ,.....,.,....-1 � � . '7),))'),>) � � 1 ./, ""»'>Y>' '/"u · /� ,, �.. � 1.5 r,..� :--,'<,·' 0-" i -� """-'! _J/>7, <;<:'.' "' 18' MIN. � 18' MIN.

1. DRILL HOLES AND INSTALL SOLDIER PILES.

2. EXCAVATE TO 8' MAX FROM THE EXISTING GRADE FOR INSTALLATION OF DECK BEAMS.

3. INSTALL DECK BEAMS AND SUPPORT UTILITIES FROM DECK BEAM WHERE NEEDED.

4. EXCAVATE TO 3' MAX BELOW BRACING LEVEL 2.

5. INSTALL BRACING LEVEL 2 WALES AND STRUTS. PRELOAD STRUTS AS INDICATED IN THE STRUT SCHEDULE.

6. EXCAVATE TO 3' MAX BELOW BRACING LEVa 3.

Initials of TPOG

PURPLE LINE EXTENSION
5'CTION2

CONTRACT NO
SCALE
C1120 - APDU 3.3

NO SCALE
STR-041 0

DRAWING NO REV

SHEET NO
8 OF 94
JutorPe.ili h.
o<>�,.<>�.o.�•I\•
i:§+

11.feint-rw. ---
Date
�FOR.CONSTRUCTION, l,S NOTED D
N'f'RQVED FOR COKSTRUCTION
MEIRO

CONSTRUCTION SEQUENCE
SHEET 1 OF 9
WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION· SOE & DECKING

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
OUTLINE OF FUTURE ---..._
STATION BOX_ - -i - -
--- - - --.
.,,...... ,.... /
- - BL3 - - "- '<, <,
BLS
BL4
----------, ------------i
I

BOTTOM OF
L - INVERT SLAB_ - - - _J
STAGE6

11. INSTALL BRACING LEVEL 5 WALES AND STRUTS.PRELOAD STRUTS AS INDICATED IN THE STRUT SCHEDULE.

12. EXCAVATE TO THE BOTTOM OF THE EXCAVATION AS INDICATED ABOVE.

BOTTOM OF EXCAVATION
EL 140.75'MiN - - \___

SEE LONGITUDINAL

SECTION ON DRAWINGS
STR-200 THRU STR-212
:;..L-.�-1----:'1uf0f'�!!!! 8! p
STV�
in assqclatio� with
5/6/2020
-»'«'-vl I I r;,�-y;
'<,� ---,_ �,,
-� '--- - BL 1
r�
� � Y, t»
'<•, BL2
,,.
' - -
BL 3
...... -
BL4
-
...
j_
------ BLS ------
- '
,;,�� -�Y;)!>'
�
-� fl'.:::< "-- ,,/
"'
= STAGES
-=-

DESCRIPTION

9. INSTALL BRACING LEVEL 4 WALES AND STRUTS. PRELOAD STRUTS AS INDICATED IN THE STRUT SCHEDULE.

10. EXCAVATE TO 3' MAX BELOW BRACING LEVa 5.

REV DATE BY APP REG NO EXPIRES SEAL HOLDER

DESIGNED BY
0 9/28/19 RC LS C057636 12/31/19 LEONARD SIMKIN AFC/ APDU 3.3 >--+---+----ll-----l----+----+-------+------------1M
1-- - -- - - BL4 -- - ---
r,L-.. __J ...
j_
--
BL3
'<,� ----,_
� '---BL1
�
�
'C1 BL 2
:: STAGE 4 ::

7. INSTALL BRACING LEVEL 3 WALES AND STRUTS. PRELOAD STRUTS AS INDICATED IN THE STRUT SCHEDULE.

8. EXCAVATE TO 3' MAX BELOW BRACING LEVEL 4.

THE PREPARATION OfTHIS
DRAWING HAS BEEN FlNNK:ED IN

PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL TRANSIT

ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT A<:r OF 1964, AS

AMENDED, AND IN PART BY THE
TAXES OF TI-£ CITIZENS OF
LOS ANGELES CO\Jt,ITY AND Of
THE STATE OF CALIFORNIA..

APPROVED FOR CONSTRUCTION
07/06/20 JF
C1120-SUB01070·CBH-0131 O:J.1.05.C·001.02
C1120-SUB01070-MTA-01310:J.1 05 C-001.02

Page10of633
CONSTRUCTION SEQUENCE AT LOCATIONS WITHOUT OPENINGS IN THE CONCOURSE LEVEL SLAB CONT.

NOTES:

1. RE-STRUTS TO BE DESIGNED BY OTHERS (NOT A PART OF THIS SUBMITTAL).

2. SEE GENERAL NOTES FOR BACKFILL MA TERI AL SPECIFICATIONS.

STATION WALL INTEGRAL

LONGITUDINAL WALE
AS/IF REQ'D, TYP.

CONSTRUCTION
JOINT.TY� - - - - _
- ---- .,....... --------- -----
_
/
.,c_ --- BL3

RE-STRUT
:.-!-_.-- STRUCTURAL WALL, TYP.

CONSTRUCTION
I JOINT, TYP. I
I I -----t

CONCOURSE

I I LEVEL SLAB
_L _ - - - BL4
BL4
----
- - - --- --BL3--- ---- <, / .,....... ...................

I
======
C
=
ONS
=
TRU
=
CTIO=i N
I �RT JOINT, TYP. I r---- BL5 -----
I I
�&< �&< �v
'<->;$; '<->;$;
------- >/'
�
'---- - BL 1 �
'----- BL1 ss
i<
� �
�-
7 ' BL2 ' BL2
,v
STAGE?

13. INST ALL SUBSTRATA AND INVERT SLAB.

14. REMOVE BRACING LEVEL 5 AFTER THE CONCRETE SLAB HAS ACQUIRED A MIN. COMPRESSIVE STRENGTH OF 3000 PSI AND HAS AGED A MIN OF 14 DAYS.

STAGES

15. INSTALL STRUCTURAL WALLS AND THE CONCOURSE LEVEL CONCRETE SLAB.

16. REMOVE BRACING LEVEL 4 AFTER THE CONCRETE SLAB AND WALLS HAVE ACQUIRED A MIN. COMPRESSIVE STRENGTH OF 3000 PSI AND HAS AGED A MIN OF 14 DAYS.

STAGE9

17. INSTALL STRUCTURAL WALLS AND PLACE RE-STRUTS AFTER WALLS HAVE ACQUIRED A MIN. COMPRESSIVE STRENGTH OF 3000 PSI AND HAVE AGED A MIN OF 14 DAYS.

18. REMOVE BRACING LEVEL 3.

CONTRACT NO
C1120 -APDU 3.3

SHEET NO
SCALE
9 OF 94
STR-042 0

NO SCALE

DRAWING NO REV
Initials of TPOG
�f'.tl/i-�lf 13+
ajoi11t l'l'Nlre' ---
Date
4DMet,o
PllRf'lE LINE EXTENSION
SECTION 2
APPRCWED FOR CONSTRUC110N
APPRCM::D FOR CONSTRUCTION. M NOlB) �
11 METRO
��
\ '/
'

CONSTRUCTION SEQUENCE
SHEET2 OF 9
WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION· SOE & DECKING

RESTORED ROADWAY
' 7):..

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
STAGE12

25. COMPLETELY BACKFILL EXCAVATION

26. RESTORE ROADWAY
��+-=Mor�!;! n� NSTV�
in. fUSl)Cil#ioti with

APPENDAGES ARE NOT

SHOWN FOR CLARITY
----RE-STRUT----
----- BL1

DESCRIPTION
STAGE 11

21. CONSTRUCT STATION APPENDAGES WHERE APPLICABLE. AFTER APPENDAGES CONCRETE HAS ATTAINED REQUIRED MIN. STRENGTH OF 3,000 PSI AND HAVE AGED A MIN. OF 14 DAYS, BACKFILL UP TO 3' BELOW BRACING LEVEL 1.

22. REMOVE BRACING LEVEL 1 (DECK BEAMS, CAP BEAMS, AND CAP WALES).

23. REMOVE RE-STRUTS INSIDE THE STATION BOX.

24. REMOVE THE EXCAVATION SUPPORT SYSTEM TO A DEPTH OF 8'

MEASURED FROM THE GUTTER FLOW LINE ALONG THE STREET RIGHT OF WAY AND 10' AT STREET INTERSECTIONS OR AS REQUIRED BY THE CITY OF LOS ANGELES OR CITY OF BEYERL Y HILLS WHICHEVER IS DEEPER.

SEESTEP24
BY APP REG NO EXPIRES SEAL HOt.DER

RE-STRUT

REV DATE

CHECKED BY

DESIGNED BY
0 9/28/19 RC LS C057636 12/31/19 LEONARD SIMKIN AFC/ APDU 3.3 J--�+-��+-�+-�+-��+-��--+-�������1--����������--; CA
J--�+-��+-�+-�+-��+-��--+-�������i--����������--!ORAWNBY ----- BL2

CONCRETE
ROOF
STAGE 10

19. INSTALL STRUCTURAL CONCRETE ROOF.

20. REMOVE BRACING LEVEL 2 AFTER THE STATION ROOF HAS REACHED THE REQUIRED MIN. STRENGTH OF 3000 PSI AND HAVE AGED A MIN. OF 14 DAYS.

APPROVED FOR CONSTRUCTION
THE PREPARATION OfTHIS
DRAWING HAS BEEN ANN«E> IN

PART THROUGH A GRANT FROM
l11E U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL TRANSIT

ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT Of 1964, AS
AMENDED. ANO IN PART BY ll4E
TAXES OF THE CITIZENS Of

LOS ANGELES COUNTY ANO OF
THE STATE Of CALIFORNIA.
07/06/20 JF
C1120-SUB01070-CBH-013103-1.05.C-001.02
C 1120-S U801070-MT A-013103-1. 05. C-001.02

CONSTRUCTION SEQUENCE AT LOCATIONS WITH OPENINGS IN THE CONCOURSE LEVEL SLAB NOTE:

1. SEE CONSTRUCTION SEQUENCE NOTES ON STR-041.
\_ PIPE STRUT, TYP.
------ BL3 ------
J_
�--PROV DECK BEAM, TYP. \ r
DECK MA TS, TYP.

IDE TEMPORARY
EXCAVATION SUPPORT ASnF
�"'��""' REQ'O (NOT A PART OF THIS
, -y,'-' / SUBMITTAL) % AV
/.�
xS,·
,<,,
'
18' MIN.
1 - BL 1 - DECK BEAM
18' MIN.
' '
SOLDIER PILE, TYP.

NOTE:

UTILITIES SUPPORT TO BE PREPARED BY
OTHERS, NOT A PART OF THIS SUBMITTAL.

UTILITIES ARE NOT SHOWN FOR CLARITY.

I �FUTURE
:
/"" STRUCTURE

I I FUTURE BOTTOM I I

OF EXCAVATION
µ-----------� L _J
�1���-----.: ).._��� ���'« («,< .(/,<//.? \� ' ,, '
STAGE 1
PILE TIP ELEVATION PER r TABLES ON DRAWING ST-610
I
_j STAGE2 STAGE3
-

1. DRILL HOLES AND INSTALL SOLDIER PILES.

2. EXCAVATE TO 8' MAX FROM THE EXISTING GRADE FOR INSTALLATION OF DECK BEAMS.

3. INSTALL DECK BEAMS AND SUPPORT UTILITIES FROM DECK BEAM WHERE NEEDED.

4. EXCAVATE TO 3' MAX BELOW BRACING LEVEL 2.

5. INSTALL BRACING LEVEL 2 WALES AND STRUTS. PRELOAD STRUTS AS INDICATED THE IN STRUT SCHEDULE.

6. EXCAVATE TO 3' MAX BELOW BRACING LEVEL 3.
10 OF 94
SCALE

NO SCALE
STR-043 0
C1120 -APDU 3.3

DRAWING NO REV

CONTRACT NO

SHEET NO
lnttlals of TPOO
PURA.£ LINE EXTENSION
SECTION2
E
Morl\w.ili h.

O O· • " 0 • .�_ r I II; • �
O.}(IUlt-� ---
APPROVED FOR CONSTRUCTON, ,s NOTED D
Date
APPROYEO FOR CONS1RlJC110N
METRO

CONSTRUCTION SEQUENCE
SHEET3 OF9
WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION· SOE & DECKING

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
- ---- -

BOTTOM OF
L - INVERT SLAB - - - - __J
------------------ =ii
1 »: .-- - .-- - - BL3- - - <, '<, <,
I
/

OUTLINE OF FUTURE
f'

STATION BOX
BL4
BL5
STAGE6

11. INSTALL BRACING LEVEL 5 WALES AND STRUTS. PRELOAD STRUTS AS INDICATED IN THE STRUT SCHEDULE.

12. EXCAVATE TO THE BOTTOM OF THE EXCAVATION AS SHOWN ABOVE.

BOTTOM OF EXCAVATION
------,
EL 140.75' MIN L

SEE LONGITUDINAL

SECTION ON DRAWINGS
STR-200 THRU STR-212
;..,,<-:,,;,;:;+-::Tufor �! fl! H STVtl"yJR<J
in assoc.l41.iqn with
5/6/2020

CHECKED BY

DESIGNED BY

DESCRIPTION

9. INSTALL BRACING LEVEL 4 WALES AND STRUTS. PRELOAD STRUTS AS INDICATED IN THE STRUT SCHEDULE.

10. EXCAVATE TO 3' MAX BELOW BRACING LEVEL 5.
v,,)7,,�� ��
'0/ � �'
� '--BL1
/.::<
�
�
� �
?/ ?7
". BL2
,,.
'
- -
BL3
- -
BL4
- -
J_
------ BL5 ------
--
,
v�� (!£(,'¥'>'
�
.<'<,� fl ,x'/
. "-- ,.»
"'
.=. STAGE 5 .=.

REV DATE BY APP REG NO EXPIRES SEAL HOLDER
l---+----+--+--+---+----+--------1------------� DRAWNBY

7. INSTALL BRACING LEVEL 3 WALES AND STRUTS. PRELOAD STRUTS AS INDICATED IN THE STRUT SCHEDULE.

8. EXCAVATE TO 3' MAX BELOW BRACING LEVEL 4.
• V�»�',:51 I I I;?�� �� � �,,
�
-� '--BL1 �
�
>0'. /.�
�
»;
x BL2 <,-
' - ....

BL3
- ....

I
------ BL4 ------
' ?)v'�� 0»,'y'>'
�
.('<,� fl <S'<'/ "-- »
"'
STAGE4
- -

APPROVED FOR CONSTRUCTION
rae PREPARATION OFltilS
ORA.WING HAS BEEN ANNICED IN

PART THROUGH A GRANT FROM
lHE U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL lRA.NSIT
ADMINISTRATION {FTA), UNDER rae
FEDERAL TRANSIT ACT OF 1964, M

AMENDED, AND IN PART BY THE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA.
07/06/20 JF
Ct 120-SUB01070-CBH-013103-1.05.C-001.02
C1120-SUB01070-MT A-013103-1. 05. C-001.02
Page12of618

CONSTRUCTION SEQUENCE AT LOCATIONS WITH OPENINGS IN THE CONCOURSE LEVEL SLAB CONT.

NOTE:

1. SEE CONSTRUCTION SEQUENCE NOTES ON STR-042.

STATION WALL INTEGRAL

LONGITUDINAL WALE
AS/ IF REQ'D, TYP.

RE.STRUT

RE-STRUT

CONSTRUCTION
JOINT, TYP. - - - -
/
.,,...- - - -------
- - -<,
.,,...- <, <,
_.:::_ BL3
:o,._
v,� '

STATION WALL INTEGRAL

LONGITUDINAL WALE
RE- TR AS/ IF REQ'D, TYP.
---- - - --- __. - -BL - 3 - -. --

STRUCTURAL
WALLS, TYP.

RE.STRUTS AT CONCOURSE

LEVEL SLAB OPENINGS

CONSTRUCTION
-� 1
11 I JOINT, TYP.

I
L BL4 ------t,--..A BL4
---------=i
CONSTRUCTION I INVERT JOINT TYP.
lsLAB •
1 r---- BL5 -----
1 ---- - - ,,..,. --- -
-LB-
- 3 -- <, / .,...,- - ......................
'· . 7, Y,, >;::; ,, 'Y,
,,
v: >"/,�{ /�{/
�
'$.: ::<_v
- ----- � »� -----
fy
/,({ '-- -BL1 �
:-:� '-- -BL 1
/�
'.!.: ·»
,, 0'
�
� % � %
"?>/ >v '?,! ?7
�
BL2 <
,· � BL2
,v
' '
STAGE 7

13. INSTALL SUBSTRATA AND INVERT SLAB.

14. REMOVE BRACING LEVEL 5 AFTER THE CONCRETE SLAB HAS ACQUIRED A MIN. COMPRESSIVE STRENGTH OF 3000 PSI AND HAS AGED A MIN OF 14 DAYS.

STAGES

15. INSTALL STRUCTURAL WALLS.

16. INSTALL RE.STRUT LEVEL AFTER THE CONCRETE WALLS HAVE ACQUIRED A MIN. COMPRESSIVE STRENGTH OF 3000 PSI AND HAS AGED A MIN OF 14 DAYS.

17. REMOVE BRACING LEVEL 4.

STAGES

18. INSTALL STRUCTURAL WALLS AND PLACE RE.STRUTS AFTER WALLS HAVE ACQUIRED A MIN. COMPRESSIVE STRENGTH OF 3000 PSI AND HAVE AGED A MIN OF 14 DAYS.

19. REMOVE BRACING LEVEL 3.

SEE STEP 25 RESTORED ROADWAY
11 OF 94
STR-044 0

NO SCALE
C1120 - APDU 3.3

CONTRACT NO

SHEET NO
P\JRPLE LINE EXTENSION
SECTION 2

DRAWING NO REV
I rvtlals of TPOG
M9!"f!a:i.i!if 8+
aj(,intVOllllnl ""'--
APPft0\18) '°" OONSTRUCT10ff. "' NOTED D
Date
G)Metro

CONSTRUCTION SEQUENCE
SHEET 4 OF 9
WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION· SOE & DECKING

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
STAGE 12

26. COMPLETELY BACKFILL EXCAVATION.

27. RESTORE ROADWAY.
�Metro�
--- BL1
- - - -RE.STRUT- - - -
- - - - RE-STRUT- - - -
STAGE 11

22. CONSTRUCT STATION APPENDAGES WHERE APPLICABLE. AFTER APPENDAGES HAVE ATTAINED MIN. REQ'D STRENGTH OF 3,000 PSI AND AGED A MIN. OF 14 DAYS, BACKFILL UP TO 3' BELOW BRACING LEVEL 1.

23. REMOVE BRACING LEVEL 1 (DECK BEAMS, CAP BEAMS, AND CAP WALES).

24. REMOVE RE.STRUTS INSIDE THE STATION BOX.

25. REMOVE THE EXCAVATION SUPPORT SYSTEM TO A DEPTH OF 8'

MEASURED FROM THE GUTTER FLOW LINE ALONG THE STREET RIGHT OF WAY AND 10' AT STREET INTERSECTIONS OR AS REQUIRED BY THE CITY

OF LOS ANGELES OR CITY OF BEVERLY HILLS WHICHEVER IS DEEPER RE.STRUT

RE-STRUT

DESIGNED BY
DRAWN BY 1--�t-��+-�+-�+-��+-��-+-������--11--����������-; ----- BL2

CONCRETE ROOF
STAGE 10

20. INSTALL STRUCTURAL CONCRETE ROOF.

21. REMOVE BRACING LEVEL 2 AFTER THE STATION ROOF HAS REACHED THE REQUIRED MIN. STRENGTH OF 3000 PSI AND HAVE AGED A MIN. OF 14 DAYS.
'·

APPROVED FOR CONSTRUCTION

THE PREPARATION OF THIS

DRAWING HAS BEEN ANANCED IN
PART THROUGH A.GRANT FROM
THE U.S. DEPARTMENT OF
TRANSPORTA.TION. FEDERAL TRANSIT
ADMINISTRATION (FTA). UNDER n£
FEDeRAL TRAHSIT ACT OF 1964, AS

AMENDED, AND IN PART BYTI-E

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY ANO OF
THE STATE OF CALIFORNIA.
07/06/20 JF
C1120-SU801070-CBH-O 13103-1.05.C-001.02
C 1120-SUB01070-MT A--013103-1.05. C-001.02
Page13of618

CONSTRUCTION SEQUENCE AT EAST BULKHEAD
NOTE:

1. SEE CONSTRUCTION SEQUENCE NOTES ON STR-041.

BL 2
---
EL 201.83'±
BL3
---
EL 187.08±
BL 1 ---

ELVARIES
-

PIPE STRUT TYP
•
··, Y>-:y/�7 12'('��
�� 1:7�
WALE, <
,sx � I I I �
TYP.
-�
I
LI I I
,__
I I �x 'y
�
,_ - -- -- - -- ·-
L-
,__ y,-
'
I
I I I
I I I
I
I I
J_
I
- - - I- � -
,....__
7A' »"));>
I I I
' ��).;
�
''ij%��. ���'«�'«' -
'"'
//,»'/�/., �/»/»,
"'
STAGE 3 � . -

5. INSTALL BRACING LEVEL 2 WALES AND STRUTS. PRELOAD STRUTS AS INDICATED IN THE STRUT SCHEDULE.

6. EXCAVATE TO 3' MAX BELOW BRACING LEVEL 3.

BL 1 ---

ELVARIES
BL2
---
EL 201.83'±

BULKHEAD PILES

3. INSTALL DECK BEAMS AND SUPPORT UTILITIES FROM DECK BEAM WHERE NEEDED.

4. EXCAVATE TO 3' MAX BELOW BRACING LEVEL 2.

DECK BEAM, TYP. \ r DECK MATS. TYP. 1
TYP. (BEYOND)
'"'- Y');:Y,,�;- ��
��
:-:� 2?<
10( I I I
I I I � I
I I I
/�
'"»
I �-
"" - -
,_
-
' '
'7��� I I I f)_�'y'>'
�
"/��\
. ''-'
.. ///
"'
NOTE:

UTILITIES SUPPORT TO BE PREPARED BY
OTHERS, NOT A PART OF THIS SUBMITTAL.

UTILITIES ARE NOT SHOWN FOR CLARITY.

STAGE2
= �

PROVIDE TEMPORARY EXCAVATION

SUPPORT AS/IF REQ'D (NOT A PART

OF THIS SUBMITTAL)
18' MIN.
(FUTURE

STRUCTURE I
I

I FUTURE BOTTOM I
L - - _?F EXCAVATION - - - _J
sr-9"

EXISTING GRADE
STAGE 1

1. DRILL HOLES AND INSTALL SOLDIER PILES.

2. EXCAVATE TO 8' MAX FROM THE EXISTING GRADE FOR INSTALLATION OF DECK BEAMS.
12 OF 94

NO SCALE
STR-045 0
C1120 - APDU 3.3

CONTRACT NO

SHEET NO

DRAWING NO REV

PURPLE LINE EXTENSION
SECTION2
��•JfJmtWlm<N' .'!If�---
Date Initials of TPOG
APPROVED FOR CONS1RUC110N
41u,tro
MElRO

CONSTRUCTION SEQUENCE
SHEETS OF 9
BL 3
----
EL 187.08±
BL5
----
EL 156.83±
BL4
----
EL 172.83±
WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION· SOE & DECKING
I I

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
STAGE6

11. INSTALL BRACING LEVEL 5 WALES AND STRUTS. PRELOAD STRUTS AS INDICATED IN THE STRUT SCHEDULE.

12. EXCAVATE TO THE BOTTOM OF THE EXCAVATION AS SHOWN ABOVE. ', 7, Y/ �� 7
l:'ff,.,,,,,...,,,,,..,. �7
1)-7 �
/�
·:»>
/�
OUTLINE OF FUTURE-++

STATION BOX
BOTTOM OF ---...I

INVERT SLAB

BOTTOM OF EXCAVATION
EL 136.6r MiN - - '
SEE LONGITUDINAL x;

SECTION ON DRAWINGS
STR-200 THRU STR-212
BL4
---
EL 172.83±
BL3
---
EL 187.08±
BL2
---
EL 201.83'±
BL 1 ---

ELVARIES
BL5
"El '156.83±
4D Metro�
N

DESIGNED BY

9. INSTALL BRACING LEVEL 4 WALES AND STRUTS. PRELOAD STRUTS AS INDICATED IN THE STRUT SCHEDULE.

10. EXCAVATE TO 3' MAX BELOW BRACING LEVEL 5.
''- '7"»
�
'-Y,:;
�
1 �Q ·
v�-0'��
� I I I I I I � 7'7 I
�� �
I � ,-...;:;
/ / t.: t; - --
'
-- --
�
.:. - -
' '
'

I I I I I I I
I
I I I
L- ,_ '- - - - -- - -- -- -

I I I I I I I
I
I I I

L- '- -
- - -- - -- - -
�:I
I
I I
. �NI n
I
rriw'
J_ I I
I
,
+- '- - I I
I- - 1---
I -
"5s ��� ���y>
�
//��Y, �.
"7/�/, )>/,{�; ., /, /
"' NOTE:

TUNNEL EYE FRAMING SHALL BE INSTALLED DURING

EXCAVATION ON THE WAY DOWN PER DRAWING
STR-212 AND STR-505.
�
STAGE5
BL3
---- EL 187.08±
BL4
---- EL 172.83±
l--+----+---+---+----+----+---------'1------------l ORAWNBY STAGE4

7. INSTALL BRACING LEVEL 3 WALES AND STRUTS. PRELOAD STRUTS AS INDICATED IN THE STRUT SCHEDULE.

8. EXCAVATE TO 3' MAX BELOW BRACING LEVEL 4.

THE PREPARATION Of THIS

DRAWING HAS BEEN RNANCED IN

PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL TRANSIT
ADMINISTRATION {FTA), UNDER THE
FEDERAL l'RANSIT ACT OF 1984, AS

AMENDED, ANO IN PART BY THE
TAXES OF THE CfTIZENS OF

LOS ANGELES COUNTY AND OF
THE STAlE OF CALIFORNIA

APPROVED FOR CONSTRUCTION
07/06/20 JF
C1120-SUB01070-CBH--013103-1.05.C-001.02
C 1120-SUB01070-MT A-013103-1.05. C-001. 02

CONSTRUCTION SEQUENCE AT EAST BULKHEAD
Initials of TPOG
M9!'�.�., 8+
ajoilfl1'lmtllft' ---
Date
NOTES:

1. SEE CONSTRUCTION SEQUENCE NOTES ON STR-042.

2. RE-STRUTS SHOWN SUPPORT LONGITUDINAL PILES AND ARE NOT REQUIRED AT BULKHEAD PILES. BULKHEAD PILES ARE DESIGNED TO SPAN FROM TOP OF CONCOURSE SLAB TO BL 2.

3. SOIL SHALL BE ABLE TO SPAN BElWEEN THE TOP OF THE CONCRETE SLAB AND BRACING LEVEL 4. SOIL IMPROVEMENT DESIGN BY OTHER'S AND IS NOT A PART OF THIS SUBMITTAL.
�Metro

STATION WALL INTEGRAL

LONGITUDINAL WALE ASUF
REQUIRED, TYP. SEE NOTE 2.

BL2
----
EL 201.83±
BL3
----
EL 187.08±

RE-STRUT
-
---- -
--------------------
BL3
----
EL 187.08±
BL4
----
EL 172.83±
'"--- STRUCTURAL
WALLS, TYP.

CONCOURSE-£ RE-STRUT AS/IF

LEVEL SLAB REQUIRED I
----- -----
��--

BULKHEAD PILES ARE NOT SHOW ON THIS
AND SUBSEQUENT STAGES FOR CLARITY.
', /, V,,�11iq::::::1--------------c:==1��' �� BL1 % ��EL�IES ?» � ,-:::::: '� BL2
,� - ------------------ -
-L2E -1.830 - ±
----
- - - -
CONSTRUCTION +-11-,
JOINT, TYP.

BL4
---- EL 172.83±
- ...fil.L -
EL 156.83±
BL 3
---- EL 187.08±
I I
n111T--imrrnrrlll!"n11rn111T""TIITr"'llllltP�,.,�� BL -_ 1 ::,,c< EL VARIES
)»'.
� BL2
----
,," EL 201.83±
APPROVED FOR CONSfRUCT10N

BULKHEAD
PILE
BL2
IEL 201.83±
.J�

NO SCALE
STR-046 0
C1120 -APDU 3.3
13 OF 94

SHEET NO

CONTRACT NO
SCALE
DRA�NONO REV
,.,._,.,,.... OUTSIDE FACE OF

STATION WALL
14'-o"
APPROVED FOR CONSlRUCTION, f,S MOTED O
MElRO

TOP OF STATION BOX

ARCHED ROOF
DECK MATS, TYP.

N.T.S.

SECTION

CONSTRUCTION SEQUENCE
SHEET6 OF 9
WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION· SOE & DECKING

RESTORED ROADWAY
STAGE12

25. COMPLETELY BACKFILL EXCAVATION.

26. RESTORE ROADWAY.

STAGE9

17. INSTALL STRUCTURAL WALLS AND PLACE RE-STRUTS AFTER WALLS HAVE ACQUIRED A MIN. COMPRESSNE STRENGTH OF 3000 PSI AND HAS AGED A MIN OF 14 DAYS.

18. REMOVE BRACING LEVEL 3.

LOS ANGELES COUNTY
� Me METROPOLITAN TRANSPORTATION AUTHORITY tro·
5/6/2020
OAT
-----RE-STRUT----
'l -1-
-EE-STES-24P -
- - - - - _
j «:� BL 1
,��"f-������������,-,,,.,:J?� EL VARIES · -�� �
,-:::::: APPENDAGES ARE NOT ,� -� SHOWN FOR CLARITY �
STAGE 11

21. CONSTRUCT STATION APPENDAGES WHERE APPLICABLE. AFTER APPENDAGES CONCRETE HAS ATTAINED REQUIRED MIN. STRENGTH OF 3000 PSI AND HAVE AGED A MIN OF 14 DAYS, BACKFILL UP TO 3' BELOW BRACING LEVEL 1.

22. REMOVE BRACING LEVEL 1 (DECK BEAMS, CAP BEAMS, AND CAP WALES).

23. REMOVE RE-STRUTS INSIDE THE STATION BOX.

24. REMOVE THE EXCAVATION SUPPORT SYSTEM TO A DEPTH OF 8' MEASURED FROM THE GUTTER LINE ALONG THE STREET RIGHT OF WAY AND 10' AT STREET

INTERSECTIONS OR AS REQUIRED BY THE CITY OF LOS ANGELES OR CITY OF BEVERLY HILLS WHICHEVER IS DEEPER.

STAGES

15. INSTALL INVERT SLAB, STRUCTURAL WALLS AND THE CONCOURSE LEVEL CONCRETE SLAB.

16. REMOVE BRACING LEVEL 4 AFTER THE CONCRETE SLABS AND WALLS HAVE ACQUIRED A MIN. COMPRESSIVE STRENGTH OF 3000 PSI AND HAS AGED A MIN OF 14 DAYS.
'' 7�

DESCRIPTION
AFC/ APDU 3.3
BL2
---- EL 201.83±

SEAL HOLDER

LEONARD SIMKIN

APP REG NO EXPIRES
LS C057636 12/31/19

RE-STRUT
BY
RC
DATE
9/28/19
__________ 1__
0 DESIGNED BY
REV
DRAWN BY l---+----+---+---+----+----+----------1,-------------; STAGE7

13. INSTALL CONCRETE SLAB SUBSTRATA AND 'l MIN WASTE SLAB.

14. REMOVE BRACING LEVEL 5 AFTER THE SLAB HAS ACQUIRED A MIN. COMPRESSIVE STRENGTH OF 3000 PSI AND HAS AGED A MIN OF 14 DAYS.
14a. AFTER GROUND HAS BEEN STABILIZED (SEE NOTE 3), CUT BULKHEAD HEAD PILES AS SHOWN ABOVE TO ALLOW PASSING OF THE TBM.

STAGE 10

19. INSTALL STRUCTURAL CONCRETE ROOF.

20. REMOVE BRACING LEVEL 2 AFTER THE STATION ROOF HAS REACHED THE REQUIRED MIN. STRENGTH OF 3000 PSI AND HAVE AGED A MIN. OF 14 DAYS AND SOIL IS BACKFILLED UP TO 3' BELOW BL 2 SEE LONGITUDINAL SECTION A/STR-046.

APPROVED FOR CONSTRUCTION

THE PREPARATION OF THIS

DRAWING HM BEEN FINANCED IN
PART TiiROUGH A GRANT FROM
THE U.S. DEPARTMENT OF
TRANSPORTATION. FEDERAL TRANSIT
ADMINISTRATION (fTA}. UNDER THE
FEDERAL TRANSIT ACT OF 1964. AS

AMENDED, AND IN PART BY THE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY AND OF
THE STATE OF CA.LlFORNIA.
07/06/20 JF
C1120-SUB01070-CBH-013103-1.05.C--001.02
C 1120-S UB01070-MT A-013103-1. 05. C-001. 02

CONSTRUCTION SEQUENCE AT WEST BULKHEAD
NOTE:
1, SEE CONSTRUCTION SEQUENCE NOTES ON STR-041 ,_
'--
"T11111nllf'r""111JA��;.i����L 1- -
;(';;/' EL VARIES
� BL1A
,,,, ---
� EL214.17±
,,
'--BL2 __
EL 208.17±
-

PIPE STRUT, TYP -

BULKHEAD PILES
TYP. (BEYOND) DECK BEAM, TYP. DECK MATS, TYP.
6r-9'

PROVIDE TEMPORARY EXCAVATION

SUPPORT AS/IF REQ'D (NOT A PART
�,.;. IS SUBMITTAL)
�?-..�R-�/( 1_ -
f-,:����-:--�-:T'"--�=�--t <S-'C EL VARIES
>"->A,A ' 1 � , ,A > ,». ','(//� ��1 � ""� o« <«
/> /:»/.,...__� _,?'/,» A<-
,,
18' MIN,
� 18' MIN,

EXISTING GRADE
I
I 1;-FUTURE
I r STRUCTURE
I L _
L _
I

FUTURE BOTTOM I

OF EXCAVATION I
_____ _J
NOTE:

UTILITIES SUPPORT TO BE PREPARED BY

OTHERS, NOT A PART OF THIS SUBMITTAL,
UTILITIES ARE NOT SHOWN FOR CLARITY.

STAGE 1

1. DRILL HOLES AND INSTALL SOLDIER PILES.

2. EXCAVATE TO 8' MAX FROM THE EXISTING GRADE FOR INSTALLATION OF DECK BEAMS.

STAGE 1A

3. INSTALL DECK BEAMS AND SUPPORT UTILITIES FROM DECK BEAM WHERE NEEDED. 4, EXCAVATE TO 3' MAX BELOW BRACING LEVEL 1A.

STAGE2

5. INSTALL BRACING LEVEL 1A WALES AND STRUTS. PRELOAD STRUTS AS INDICATED IN THE STRUT SCHEDULE.

6. EXCAVATE TO 3' MAX BELOW BRACING LEVEL 2.

DATE
14 OF 94
STR-047 0

NO SCALE
C1120 -APDU 3.3

CONTRACT NO

SHEET NO

DRAWING NO REV
PURPlE LINE EXTENSION
SECTION2
4DM1tro
APPRO\'EO FOR CONSTRUCOON. AS NOTED D
APPRm'EO FOR CONS1RUCl10N
Date Initials of TPOO
MElRORf

CONSTRUCTION SEQUENCE
SHEET? OF 9
4 208.17±
5 159.58± �9f
a
P.t!'
jt,lnt-
:i!
llln'
i!
-
�--
175.67±
1 ---
VARIES
1A
---
214,17±
2 3
---
191.92±
WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION· SOE & DECKING
NOTE:

TUNNEL EYE FRAMING SHALL BE INSTALLED DURING EXCAVATION ON THE WAY DOWN PER DRAWINGS STR-212 AND STR-505

11. INSTALL BRACING LEVEL 4 WALES AND STRUTS. PRE LOAD STRUTS AS INDICATED IN THE STRUT SCHEDULE.

12. EXCAVATE TO 3' MAX BELOW BRACING LEVEL 5,
->, V'-.Y/
�
�>)I U�Y/BL
� -
� ·':'< EL
�
� I
I �BL
� I I I EL
'?,! .. �
- -
-
""' .. -
.__
''---
BL
-

I I I EL

I I I I I I
I
I
- BL .. - - '---
EL
I
I
I
I I I

I I I I I
.. - - - �-
'---
BL
"-
11 EL
I
I
---
I I I
�- II� �
I I
llllt. J_ -
·- �n �-BL - EL
--
ill]
.��>
�
/����
�/�,-, /�/'-"'/.�111 ....
i,I»'/
"'
.':.

STAGE 5
'

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
1 ---
VARIES
1A
---
214.17±
4 ---
175,67±
3 ---
191.92±
2 ---
208,17±
�::T.+-=TuforfJ&ili "t=.. ·STV�oo
a ;oittt venture i:!;+ ·
--- in association trit"h

9. INSTALL BRACING LEVEL 3 WALES AND STRUTS, PRELOAD STRUTS AS INDICATED IN

THE STRUT SCHEDULE,

10. EXCAVATE TO 3' MAX BELOW BRACING LEVEL 4,
'"- Y>s_Y/,�'-�!.d:
�
':(«�L
�
� ,/:'< EL
�
�
I I I �BL
�
I I I I I I EL -� .... - -
�
-,
'
� 1--BL -

I I I I EL
I
I
I I I
� 1- _BL
-
EL

I I I I I I I
I
I I
J_ I BL .. - .. - - 1- -EL
-- � »s» ');: I I
I - ?', �'v'> /'
,«_��\
v»;;-�,,,
_. Y-,�;.<,
_,I), /
�
"'
STAGE4 � �
SEAi. HOLDER DESCRIPTION
BL3
----- EL 191.92:t
I I
t=l!:IJ=IMIH BL 2 - - - EL 208, 17- ±
rnrrr""1111n�l-;,1�0Y,c�� 1_ -
;,� EL VARIES
I I I I � BL1�-
i!+--+ !:::II�!lijj- � -'!(<- EL 214, 17±
'

APP REG NO EXPIRES
I I I
STAGE3

DATE BY
- - �
,_ -

CHECKED BY
REV

DESIGNED BY
I I I
0 9/28/19 RC LS C057636 12131/19 LEONARD SIMKIN AFC/ APDU 3.3 1-�+-'-�-+-�-+-�-+-��-+-��'-+--CC'----�'-��l--����------�'-��-l DA j_
-
INSTALL BRACING LEVEL 2 WALES AND STRUTS. PRELOAD STRUTS AS INDICATED IN

THE STRUT SCHEDULE,
EXCAVATE TO 3' MAX BELOW BRACING LEVEL 3,

7. 8,

APPROVED FOR CONSTRUCTION

THE PREPARATION OF THIS
DRAWING�BEEN FINANCED IN

PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL TRANSIT

ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT Ac:r Of 1964, AS

AAENDED, AND IN PART BY THE
TAXES OF THE cmZENS OF

LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA.
07/06/20 JF
C1120-SUB01070-CBH-O 13103-1.05.C--001.02
C 1120--$ UB01070-MT A-013103-1. 05. C-001. 02
Page16of618

CONSTRUCTION SEQUENCE AT WEST BULKHEAD
DECK BEAM, TYP. DECK MATS, TYP.

SCALE

NO SCALE
STR-048 0
15 OF 94

SHEET NO
C1120 -APDU 3.3
ORA.WING NO REV

CONTRACT NO
PURPI..E LINE EXTENSICW
5'CTIO!l2
Initials of TPOG
��-�., 8+
•joi,tt- ---
�Metro
Date

APPROVED FOR CONSTRUCTION, J,S NOTFD D
APPR<MO FOR CONSTRtJCOON
METRO
NOTES:

1. SEE CONSTRUCTION SEQUENCE NOTES ON DRAWING STR-042.

2. RE-STRUTS SHOWN SUPPORT LONGITUDINAL PILES AND ARE NOT REQUIRED AT BULKHEAD PILES. BULKHEAD PILES ARE DESIGNED TO SPAN FROM TOP OF CONCOURSE SLAB TO BL 2.

3. SOIL SHALL BE ABLE TO SPAN BETWEEN THE TOP OF THE CONCRETE SLAB ANO BRACING LEVEL 4. SOIL IMPROVEMENT DESIGN BY OTHER'S AND IS NOT A PART OF THIS SUBMITTAL.

CONSTRUCTION SEQUENCE
SHEET 8 OF 9
BL4
- EL 175.67±
BL3
- EL 191.92±
BL2
----
EL208.17±
WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION • SOE & DECKING
I I
I I

RE-STRUT
nmrmmm"1111'rnrrr---nrrnmrl!ITTR!ll=i�>-::��,< 1- _
-(( ELVARIES
� BL1A
/
EL 214.17±
STAGE 10

23. INSTALL STRUCTURAL CONCRETE ROOF.

24. REMOVE BRACING LEVEL 2AFTER THE STATION ROOF HAS REACHED THE REQUIRED MIN. STRENGTH OF 3000 PSI AND HAVE AGED A MIN. OF 14 DAYS AND BACKFILL IS PLACED UP TO 3' BELOW BL 2 SEE LONGITUDINAL SECTION BISTR-049.

I I
STAGE7

17. INSTALL SUBSTRATA AND INITIAL 2' MIN WASTE SLAB.

18. REMOVE BRACING LEVEL 5 AND 5A AFTER THE SLAB HAS ACQUIRED A MIN. COMPRESSIVE STRENGTH OF 3000 PSI AND HAS AGED A MIN OF 14 DAYS.
188. AFTER GROUND HAS BEEN STABILIZED (SEE NOTE 3), CUT BULKHEAD PILES AS SHOWN ABOVE TO ALLOW PASSING OF IBM.

B
-: r: Y,,�11Ff::::::i---------------c�����,()BL 1 __
� -(( EL VARIES
� � BL1L_
� EL214.17±
� - ------------------ ,·
l_BL2
__
11-..,,.....,......,......,......,...,.,,..,.,,..,.,,..,.,,..,.,,..,..,,..,....----t 1-� EL 208.17± CONCRETE -+11--. , /-.,::. /)0'; ��'}//'J.'0�"Y>
' /,'v,'v,'v,'v,'</•'
ROOF '\.' , ' >> '-

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
OUTLINE OF FUTURE --I-++

STATION BOX
BL 3
- EL 191.92±
BL2
- EL208.17±
BLSA
- EL 144.58±
BL4
- EL 175.67±
BL5
- EL 159.58±
BL2
----
EL 208.17±
BL3
----
EL 191.92±
I I
I I
STAGES

RE-STRUT
------
-- -- -""'- -- - -""' - --- -- -- - - ::,,,.. - ...._ �- / ......... ............ '<,
/ <,
/ "
·. r: Y,,�1!.q;:::::ir---------------c=j����,()BL 1 __
� -(( EL VARIES
� � B_1A L__
� EL21417±
� - ------------------

CONSTRUCTION
JOINT, TYP.

DESIGNED BY
STAGE9

21. INSTALL STRUCTURAL WALLS ANO PLACE RE-STRUTS AFTER WALLS HAVE ACQUIRED A MIN. COMPRESSIVE STRENGTH OF 3000 PSI ANO HAS AGED A MIN OF 14 DAYS.

22. REMOVE BRACING LEVEL 3.

15. INSTALL BRACING LEVEL 5A WALES AND STRUTS. PRELOAD STRUTS AS INDICATED IN THE STRUT SCHEDULE.

16. EXCAVATE TO THE BOTTOM OF THE EXCAVATION AS SHOWN ABOVE.

STATION WALL INTEGRAL

LONGITUDINAL WALE AS/IF
REQUIRED, TYP.

I I
. , ?
OUTLINE OF FUTURE -1-1.-.

STATION BOX

SEE LONGITUDINAL

SECTION ON DRAWINGS
STR-200 THRU STR-212

BOTTOM OF EXCAVATION
EL 136.67' MiN - - \_

BOTTOM OF EXCAVATION
EL 130.42' MiN(AT Pin ·.:.:...__
BL2
BL3
---- EL 191.92±
BL4
---- EL 175.67±
BL4
>-----
EL 175.67±
BLSA
----- EL 144.58±
BL3
>- - EL 191.92±
BL5
>-----
EL 159.58±
mm
I I
I I
I I
I I
�II
STAGE5A
I t I J I
111117
---
---- - - -- --
--------------------
I I
·- >-
I I
I I
I I

I I I I
��
I �,
-1��-rut--�+-��-+-�-+-�-+-��-+-�--+------��r-��-��������DRA.WNBY - _.,,..,_ -�- - - - - _--:-,,.._ __ ........._
/ <,
( / CONCOURSE <,
I l=�-�"':_ - _ J
��BL1
� ELVARIES
�,- BL 1A
1-H�:illl!::j I =ltlall�ll=llJ�l:�!- J..LUJmtt ' � EL 214.17± .__BL2 __
EL 208.17±
I
--
-------------------- EL 208.17±

BULKHEAD PILES ARE NOT SHOW ON THIS
ANO SUBSEQUENT STAGES FOR CLARITY.

13. INSTALL BRACING LEVEL 5 WALES AND STRUTS. PRELOAD STRUTS AS INDICATED IN THE STRUT SCHEDULE.

14. EXCAVATE TO 3' MAX BELOW BRACING LEVEL SA.

STAGES

19. INSTALL INVERT SLAB, STRUCTURAL WALLS AND THE CONCOURSE LEVa CONCRETE SLAB.

20. REMOVE BRACING LEVEL 4 AFTER THE CONCRETE SLABS AND WALLS HAVE ACQUIRED A MIN. COMPRESSIVE STRENGTH OF 3000 PSI AND HAS AGED A MIN OF 14 DAYS.

STRUCTURAL
WALLS, TYP.

CONSTRUCTION
JOINT, TYP.

APPROVED FOR CONSTRUCTION
ne PREP.ARA TION OF THIS

DRAWING HAS BEEN FINANCED IN
PART 'THROUGH A. GRANT FROM
TtiE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL TRANSIT

ADMINISTRATION (FTA), UNDER THE
FEDERAi.. TRANSIT ACT OF 1964,AS
AMENDED, AND IN PART BY TtiE

TAXES OF THE CITIZENS OF
LOS ANGeLES COUNTY ANO OF
THE STATE OF CALIFORNIA..
07/06/20 JF

CONSTRUCTION SEQUENCE AT WEST BULKHEAD
DECK MATS, TYP. SEE STEP27
NOTES:

1. SEE CONSTRUCTION SEQUENCE NOTES ON STR-048.

DECK MAT, TYP.

STAGE 12

28. COMPLETELY BACKFILL EXCAVATION.

29. RESTORE ROADWAY.

CONCRETE
ROOF
STAGE 11

25. BACKFILL UP TO 3' MIN. BELOW BRACING LEVEL 1.
25A. REMOVE BRACING LEVEL 1 (DECK BEAMS, CAP BEAMS, AND CAP WALES).

26. REMOVE RE-STRUT INSIDE THE STATION BOX.

27. REMOVE THE EXCAVATION SUPPORT SYSTEM TO A DEPTH OF 8' MEASURED FROM THE GUTTER FLOW LINE ALONG THE STREET RIGHT OF WAY AND 10' AT STREET

INTERSECTIONS OR AS REQUIRED BY THE CITY OF LOS ANGELES OR CITY OF BEVERLY HILLS WHICHEVER IS DEEPER.

RE-STRUT
STAGE 10A
24a. BACKFILL UP TO 3' MIN BELOW BRACING LEVEL IA.
24b. REMOVE BRACING LEVEL IA.

I
Initials of TPOG
C1120 -APDU 3.3
16 OF 94

DRAWING NO REV

NO SCALE
SCALE
CONTIW:TNO
STR-049 0

SHEET NO
PURFlE LINE EXTENSION
SEC110H2

ISSUED FOR
APPROVED FOR CONSTRUC110H
APPROVED FOR CONSTRIJCT10H, M NOTB> 0
Date
e.;
MEIRO

CONSTRUCTION SEQUENCE
SHEET9 OF 9
WESTSIDE PURPLE LINE EXTENSION • SECTION 2
WILSHIRE I RODEO STATION • SOE & DECKING

TOP OF STATION

ARCHED ROOF

PERMANENT STATION

OUTER FACE OF WALL
32'-6"
N.T.S.

SECTION
r=r=rT'===.;r=====:5.==i- DECK BEAM, TYP.

BL 1A WALES AND STRUT
BL 2 REMOVED PER
STAGE 10

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
BL 1A
EL214.17± - '\.___
BL2
EL2-08.1-± 7- - -'-+
!!!�-,,.,.;"°"-;�!')"r,!')"r,n.,- - - ---+-BACKFILL FOR WEST �- ---- BULKHEAD PILE

WEST BULKHEAD
PILE
R. HEN

DESIGNED BY
REV DA.TE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION

APPROVED FOR CONSTRUCTION
TI-IE PREPARATION OF nns

DRAWING HAS BEEN FINANCED IN

PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAi.. TRANSIT

ADMINISTRATION (FTA), UNDER TI-IE
FEDERAL TRANSIT ACT OF 1964, AS

AMENDED, ANO IN PART BY THE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY ANO OF

TME STATE OF CALIFORNIA
C:\EGNYTE\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\2. ENTRANCE\4_WRSE - P&S MASTER.DWG July 6, 2020 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2 DRAWING HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL TRANSIT ADMINISTRATION (FTA), UNDER THE FEDERAL TRANSIT ACT OF 1964, AS AMENDED, AND IN PART BY THE TAXES OF THE CITIZENS OF LOS ANGELES COUNTY AND OF THE STATE OF CALIFORNIA. 10:19 AM LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY C1120 - APDU 3.3.1 OF 53 MetroTM WILSHIRE / RODEO ENTRANCE- SOE & DECKING REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY IN CHARGE DATE CONTRACT NO DRAWING NO SCALE SHEET NO REV 7/6/2020 100% FINAL DESIGN - NOT FOR CONSTRUCTION R. CHEN R. CHEN A. ARGUETA L. SIMKIN ELEVATION - EAST SOE WALL SHEET 1 OF 6 STRE-200 0 1/8" = 1'-0" 29 PARTIAL ELEVATION A 1/8" = 1'-0" STRE-200 0 4 8 16 32 GRAPHIC SCALE: 1/8"=1'-0" KEY MAP 31 24 17 10 3 1 36 STATION ENTRANCE # - S - # - DS - # - W - E#E# NUMBER DESIGNATION FOR ENTRANCE SOE MEMBER NUMBER DESIGNATION FOR BRACING LEVEL LEGEND: E# SOE MEMBER DESIGNATION S = STRUT, DS = DIAGONAL STRUT, W = WALE NOTES: 1. PROVIDE RE-STRUTS AT ENTRANCE PITS AS/IF REQ'D DURING CONSTRUCTION PHASES. STRE-140, STRE-160 STRE-161, STRE-162 STRE-163Tutor�!!!! J1• •sTV�}9.P in association with C:\EGNYTE\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\2. ENTRANCE\4_WRSE - P&S MASTER.DWG July 6, 2020 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2 DRAWING HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL TRANSIT ADMINISTRATION (FTA), UNDER THE FEDERAL TRANSIT ACT OF 1964, AS AMENDED, AND IN PART BY THE TAXES OF THE CITIZENS OF LOS ANGELES COUNTY AND OF THE STATE OF CALIFORNIA. 10:19 AM LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY C1120 - APDU 3.3.1 OF 53 MetroTM WILSHIRE / RODEO ENTRANCE- SOE & DECKING REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY IN CHARGE DATE CONTRACT NO DRAWING NO SCALE SHEET NO REV 7/6/2020 100% FINAL DESIGN - NOT FOR CONSTRUCTION R. CHEN R. CHEN A. ARGUETA L. SIMKIN ELEVATION - WEST SOE WALL SHEET 2 OF 6 STRE-201 0 1/8" = 1'-0" 30 PARTIAL ELEVATION B 1/8" = 1'-0" STRE-201 0 4 8 16 32 GRAPHIC SCALE: 1/8"=1'-0" KEY MAP 31 24 17 10 3 1 36 ENTRANCE STATION NOTES: 1. SEE GENERAL ELEVATION NOTES ON DRAWING STRE-200. STRE-140, STRE-160 STRE-161, STRE-162 STRE-163 Tutor�!!!! J1• •sTV�}9.P in association with C:\EGNYTE\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\2. ENTRANCE\4_WRSE - P&S MASTER.DWG July 6, 2020 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2 DRAWING HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL TRANSIT ADMINISTRATION (FTA), UNDER THE FEDERAL TRANSIT ACT OF 1964, AS AMENDED, AND IN PART BY THE TAXES OF THE CITIZENS OF LOS ANGELES COUNTY AND OF THE STATE OF CALIFORNIA. 10:19 AM LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY C1120 - APDU 3.3.1 OF 53 MetroTM WILSHIRE / RODEO ENTRANCE- SOE & DECKING REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY IN CHARGE DATE CONTRACT NO DRAWING NO SCALE SHEET NO REV 7/6/2020 100% FINAL DESIGN - NOT FOR CONSTRUCTION R. CHEN R. CHEN A. ARGUETA L. SIMKIN ELEVATION - NORTH SOE WALL SHEET 3 OF 6 STRE-202 0 1/8" = 1'-0" 31 PARTIAL ELEVATION C 1/8" = 1'-0" STRE-202 0 4 8 16 32 GRAPHIC SCALE: 1/8"=1'-0" KEY MAP 31 24 17 10 3 1 36 25' 25' TYP. NOTES: 1. SEE GENERAL ELEVATION NOTES ON DRAWING STRE-200. 8' 8' 8' 8' 5' 11' 5'-5" 7'-3" 7'-3" 7'-3" 7'-3" 7'-3" 7'-3" 6' 3' STATION BOX SOUTH PILES S61 ~ S73 - W24x306 9 STRE-503 STRE-140, STRE-160 STRE-161, STRE-162 STRE-163 Tutor�!!!! J1• •sTV�}9.P in association with C:\EGNYTE\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\2. ENTRANCE\4_WRSE - P&S MASTER.DWG July 6, 2020 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2 DRAWING HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL TRANSIT ADMINISTRATION (FTA), UNDER THE FEDERAL TRANSIT ACT OF 1964, AS AMENDED, AND IN PART BY THE TAXES OF THE CITIZENS OF LOS ANGELES COUNTY AND OF THE STATE OF CALIFORNIA. 10:19 AM LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY C1120 - APDU 3.3.1 OF 53 MetroTM WILSHIRE / RODEO ENTRANCE- SOE & DECKING REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY IN CHARGE DATE CONTRACT NO DRAWING NO SCALE SHEET NO REV 7/6/2020 100% FINAL DESIGN - NOT FOR CONSTRUCTION R. CHEN R. CHEN A. ARGUETA L. SIMKIN ELEVATION - PIN PILE LACING SHEET 3a OF 6 STRE-202a 0 1/8" = 1'-0" 31a PARTIAL ELEVATION C 1/8" = 1'-0" STRE-202a 0 4 8 16 32 GRAPHIC SCALE: 1/8"=1'-0" KEY MAP 31 24 17 10 3 1 36 25' 25' TYP. NOTES: 1. SEE GENERAL ELEVATION NOTES ON DRAWING STRE-200. 8' 8' 8' 8' 5' 11' 5'-5" 7'-3" 7'-3" 7'-3" 7'-3" 7'-3" 7'-3" 6' 3' STATION BOX SOUTH PILES S61 ~ S73 - W24x306 5 STRE-504 WT6x26.5 LACING BETWEEN PILES S61~S73 FOR WEAK AXIS SUPPORT AS INDICATED WT6x25 DIAGONAL LACING, TYP. STRE-140, STRE-160 STRE-161, STRE-162 STRE-163 Tutor�!!!! J1• •sTV�}9.P in association with C:\EGNYTE\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\2. ENTRANCE\4_WRSE - P&S MASTER.DWG July 6, 2020 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2 DRAWING HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL TRANSIT ADMINISTRATION (FTA), UNDER THE FEDERAL TRANSIT ACT OF 1964, AS AMENDED, AND IN PART BY THE TAXES OF THE CITIZENS OF LOS ANGELES COUNTY AND OF THE STATE OF CALIFORNIA. 10:19 AM LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY C1120 - APDU 3.3.1 OF 53 MetroTM WILSHIRE / RODEO ENTRANCE- SOE & DECKING REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY IN CHARGE DATE CONTRACT NO DRAWING NO SCALE SHEET NO REV 7/6/2020 100% FINAL DESIGN - NOT FOR CONSTRUCTION R. CHEN R. CHEN A. ARGUETA L. SIMKIN ELEVATION - LOWER SOUTH SOE WALL SHEET 4 OF 6 STRE-203 0 1/8" = 1'-0" 32 PARTIAL ELEVATION D 1/8" = 1'-0" STRE-203 STRE-140, STRE-160 STRE-161, STRE-162 0 4 8 16 32 GRAPHIC SCALE: 1/8"=1'-0" KEY MAP 31 24 17 10 3 1 36 NOTES: 1. SEE GENERAL ELEVATION NOTES ON DRAWING STRE-200. Tutor�!!!! J1• •sTV�}9.P in association with C:\EGNYTE\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\2. ENTRANCE\4_WRSE - P&S MASTER.DWG July 6, 2020 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2 DRAWING HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL TRANSIT ADMINISTRATION (FTA), UNDER THE FEDERAL TRANSIT ACT OF 1964, AS AMENDED, AND IN PART BY THE TAXES OF THE CITIZENS OF LOS ANGELES COUNTY AND OF THE STATE OF CALIFORNIA. 10:19 AM LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY C1120 - APDU 3.3.1 OF 53 MetroTM WILSHIRE / RODEO ENTRANCE- SOE & DECKING REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY IN CHARGE DATE CONTRACT NO DRAWING NO SCALE SHEET NO REV 7/6/2020 100% FINAL DESIGN - NOT FOR CONSTRUCTION R. CHEN R. CHEN A. ARGUETA L. SIMKIN ELEVATION - UPPER SOUTH SOE WALL SHEET 5 OF 6 STRE-204 0 1/8" = 1'-0" 33 PARTIAL ELEVATION E 1/8" = 1'-0" STRE-204 STRE-140, STRE-160 STRE-161 0 4 8 16 32 GRAPHIC SCALE: 1/8"=1'-0" KEY MAP 31 24 17 10 3 1 36 NOTES: 1. SEE GENERAL ELEVATION NOTES ON DRAWING STRE-200. Tutor�!!!! J1• •sTV�}9.P in association with C:\EGNYTE\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\2. ENTRANCE\4_WRSE - P&S MASTER.DWG July 6, 2020 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2 DRAWING HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL TRANSIT ADMINISTRATION (FTA), UNDER THE FEDERAL TRANSIT ACT OF 1964, AS AMENDED, AND IN PART BY THE TAXES OF THE CITIZENS OF LOS ANGELES COUNTY AND OF THE STATE OF CALIFORNIA. 10:19 AM LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY C1120 - APDU 3.3.1 OF 53 MetroTM WILSHIRE / RODEO ENTRANCE- SOE & DECKING REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY IN CHARGE DATE CONTRACT NO DRAWING NO SCALE SHEET NO REV 7/6/2020 100% FINAL DESIGN - NOT FOR CONSTRUCTION R. CHEN R. CHEN A. ARGUETA L. SIMKIN ELEVATION - ELEVATOR SOUTH SOE WALL SHEET 6 OF 6 STRE-205 0 1/8" = 1'-0" 34 PARTIAL ELEVATION F 1/8" = 1'-0" STRE-205 STRE-140, STRE-160 STRE-161, STRE-162 STRE-163 0 4 8 16 32 GRAPHIC SCALE: 1/8"=1'-0" KEY MAP 31 24 17 10 3 1 36 NOTES: 1. SEE GENERAL ELEVATION NOTES ON DRAWING STRE-200. Tutor�!!!! J1• •sTV�}9.P in association with KEY MAP 30 24 18 12 6 1 36
Z:\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\1. STATION\1. AFC SET\4_WRS - RE-STRUTS MASTER.DWG June 3, 2022 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2 DRAWING HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL TRANSIT ADMINISTRATION (FTA), UNDER THE FEDERAL TRANSIT ACT OF 1964, AS AMENDED, AND IN PART BY THE TAXES OF THE CITIZENS OF LOS ANGELES COUNTY AND OF THE STATE OF CALIFORNIA.10:28 AM LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY C1120 - APDU 3.3 OF MetroTM WILSHIRE / RODEO STATION - SOE & DECKING REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY IN CHARGE DATE CONTRACT NO DRAWING NO SCALE SHEET NO REV 6/3/2022 94 A. SHARMA J. RODRIGUEZ A. SHARMA L. SIMKIN STATION BOX RE-STRUT LAYOUT SHEET 1 OF 6 STR-511 0 AS NOTED 63B
MATCH LINE DRAWING STR-512 ROOF LEVEL 1.1 3/32" = 1'-0" STR-511 CONCOURSE LEVEL 1.2 3/32" = 1'-0" STR-511MATCH LINE DRAWING STR-512 SCALE: 3/32" = 1'-0" 0' 8' 16' 24' 32' OPEN OPEN HSTR-511
J STR-511
HSTR-511
J STR-511 8' 13'-6" 16' 16' 16' 16' 13'-6" 13'-6" 6'-6"± 8'-6" 16' 16' SECTION H N.T.S. STR-511 STR-511 CONCRETE INTEGRAL WALE, TYP. TOC (CONCOURSE) EL. 169.18' BL. 2 BL. 1 ASTR-517
ASTR-517 SECTION
J N.T.S. STR-511 STR-511
ASTR-517
ASTR-517 TOC (CONCOURSE) EL. 169.56' TOW CJ
6'EL. (V.I.F.)
3' BL. 2 TOW CJ
6'EL. (V.I.F.)
3' CONCRETE REMOVABLE PANELS BYPASS DAMPER OPENING BYPASS DAMPER OPENING TRACK DAMPER TRACK DAMPER EMERGENCY EXIT STAIR #5 EQUIP ACCESS HATCH EXHAUST AIR SHAFT SUPPLY AIR SHAFT EMERGENCY EXIT STAIR # 39' 25' TYP. BL. 1 36"Ø RE-STRUT 7/8" THICK, TYP. 0 3/4/22 AS LS C057636 12/31/23 LEONARD SIMKIN RE-STRUT PACKAGE C1120-SUB01971-MTA-013103-1.05.C-001.00 Page 3 of 115 Tuto r
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MATCH LINE DRAWING STR-511 ROOF LEVEL 2.1 3/32" = 1'-0" STR-512 CONCOURSE LEVEL 2.2 3/32" = 1'-0" STR-512 MATCH LINE DRAWING STR-511
MATCH LINE DRAWING STR-513 MATCH LINE DRAWING STR-513 OPEN TO BELOW GSTR-512
GSTR-512 12'-4"± 16' 16' 16' 11' 11' 15' 15' 15' KEY MAP 30 24 18 12 6 1 36 SCALE: 3/32" = 1'-0" 0' 8' 16' 24' 32' 25' TYP. 25' TYP. 14'-6" 14'-6" 8' MAX. 16' 16' 16' 11' 11' 15' 15' 15' 14'-6" 14'-6" 36"Ø RE-STRUT 7/8" THICK, TYP. 36"Ø RE-STRUT 7/8" THICK, TYP. CONCRETE INTEGRAL WALE, TYP. TOW CJ EL. (V.I.F.) TOC (CONCOURSE) EL. 169.18' SECTION G N.T.S. STR-512 STR-512 BL. 2 BL. 1
3'
6'
3'
6'
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ASTR-517 TYP. TYP.
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Z:\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\1. STATION\1. AFC SET\4_WRS - RE-STRUTS MASTER.DWG June 3, 2022 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2 DRAWING HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL TRANSIT ADMINISTRATION (FTA), UNDER THE FEDERAL TRANSIT ACT OF 1964, AS AMENDED, AND IN PART BY THE TAXES OF THE CITIZENS OF LOS ANGELES COUNTY AND OF THE STATE OF CALIFORNIA. 10:28 AM LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY C1120 - APDU 3.3 OF MetroTM WILSHIRE / RODEO STATION - SOE & DECKING REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY IN CHARGE DATE CONTRACT NO DRAWING NO SCALE SHEET NO REV 6/3/2022 94 A. SHARMA J. RODRIGUEZ A. SHARMA L. SIMKIN STATION BOX RE-STRUT LAYOUT SHEET 3 OF 6 STR-513 0 AS NOTED 63D
MATCH LINE DRAWING STR-512 ROOF LEVEL 3.1 3/32" = 1'-0" STR-513 CONCOURSE LEVEL 3.2 3/32" = 1'-0" STR-513MATCH LINE DRAWING STR-512 MATCH LINE DRAWING STR-514 MATCH LINE DRAWING STR-514 ELEV #3 OPEN ELEV #4 OPEN STAIR #5 ESC #5 ESTR-513
ESTR-513 STAIR #6ESC #6
F STR-513
F STR-513

CONSTRUCTION SEQUENCE AT ENTRANCE,
SEE DWG STRE-040 THRU STRE-051 8' MAX. 8' MAX. 10' 16' 10' SECTION E N.T.S. STR-513 STR-513

CONSTRUCTION SEQUENCE AT ENTRANCE,
SEE DWG STRE-040 THRU STRE-051 SECTION
F N.T.S. STR-513 STR-513 AT STATION WALL OPENING FOR ENTRANCE CONCRETE INTEGRAL WALE, TYP. TOC (CONCOURSE) EL. 169.18' BL. 2 BL. 1 KEY MAP 30 24 18 12 6 1 36 SCALE: 3/32" = 1'-0" 0' 8' 16' 24' 32' TOW CJ EL. 186.43'± (V.I.F.) TOC (CONCOURSE) EL. 169.18' BL. 2 3'
6' CONCRETE INTEGRAL WALE
ASTR-517
ASTR-517
ASTR-517
1'-9" TOP OF OPENING EL. (V.I.F.) BL. 1 28' WALL OPENING FROM ENTRANCE TO STATION 36"Ø RE-STRUT 7/8" THICK, TYP. 4'-2 11'-2" 1 2 7'-1 9'-1"
" 1
2 " 4'-11" 7'-6" 6'-4
3 4
" 8'-2" 7'-3" 7'-4" 6'-11
1 2"± AS BUILT LOCATION OF PILES AT ENTRANCE INTERFACE 25' TYP. 25' TYP. 15' 15'-1" 16' 14'-1" 10' 16' 11'-6" 11'-6" CSTR-518
0 3/4/22 AS LS C057636 12/31/23 LEONARD SIMKIN RE-STRUT PACKAGE STR-513 ASTR-513 B NOTES: 1. FOR CONSTRUCTION SEQUENCE AT STATION BOX AND ENTRANCE INTERFACE REFER DRAWINGS STRE-40 THRU STRE-51 OF WRS ENTRANCE PLANS SET. 11'-6" 3'
6' ELEVATION- NORTH WALL
A N.T.S. STR-513 STR-513 ELEVATION-SOUTH WALL
B N.T.S. STR-513 STR-513 RE-STRUTS CTL. AT ENTRANCE RE-STRUTS CTL. SOE PILES BEHIND WALL TOW CJ EL. 186.43'± (V.I.F.) TOC (CONCOURSE) EL. 169.18' BL. 2 EL. 204.83'± RE-STRUTS CTL. AT ENTRANCE TOW CJ EL. 186.43'± (V.I.F.) TOC (CONCOURSE) EL. 169.18' TOW CJ EL. 186.43'± (V.I.F.) SOE PILES BEHIND WALL BL. 2 EL. 204.83'± RE-STRUTS CTL.

ASTR-519
BSTR-519 TOC INVERT SLAB EL. 148.64'± (V.I.F.) ENTRANCE ROOF EL. 189.34'± (V.I.F.) BOE EL. 140.75'± TOC INVERT SLAB EL. 148.64'± (V.I.F.) BOE EL. 140.75'± C1120-SUB01971-MTA-013103-1.05.C-001.00 Page 5 of 115 Tuto r
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Z:\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\1. STATION\1. AFC SET\4_WRS - RE-STRUTS MASTER.DWG June 3, 2022 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2 DRAWING HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL TRANSIT ADMINISTRATION (FTA), UNDER THE FEDERAL TRANSIT ACT OF 1964, AS AMENDED, AND IN PART BY THE TAXES OF THE CITIZENS OF LOS ANGELES COUNTY AND OF THE STATE OF CALIFORNIA. 10:29 AM LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY C1120 - APDU 3.3 OF MetroTM WILSHIRE / RODEO STATION - SOE & DECKING REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY IN CHARGE DATE CONTRACT NO DRAWING NO SCALE SHEET NO REV 6/3/2022 94 A. SHARMA J. RODRIGUEZ A. SHARMA L. SIMKIN STATION BOX RE-STRUT LAYOUT SHEET 4 OF 6 STR-514 0 AS NOTED 63E
MATCH LINE DRAWING STR-513 ROOF LEVEL 4.1 3/32" = 1'-0" STR-514 CONCOURSE LEVEL 4.2 3/32" = 1'-0" STR-514 MATCH LINE DRAWING STR-515 STAIR #5 ESC #5 OPEN TO BELOW DSTR-514
DSTR-514
MATCH LINE DRAWING STR-513
MATCH LINE DRAWING STR-515 11'-6" 14'-10" 15'-6" KEY MAP 30 24 18 12 6 1 36 SCALE: 3/32" = 1'-0" 0' 8' 16' 24' 32' 25' TYP. 25' TYP. 14'-10" 13'-8" 16' 14'-10" 14'-10" 14'-10" 14'-10" 14'-10" 8' MAX. 14'-10" 14'-10" 13'-8" 16' 14'-10" 14'-10" 14'-10" 14'-10" 14'-10" 8' MAX. 36"Ø RE-STRUT 7/8" THICK, TYP. 36"Ø RE-STRUT 7/8" THICK, TYP. CONCRETE INTEGRAL WALE, TYP. TOW CJ EL. (V.I.F.) TOC (CONCOURSE) EL. 169.18' SECTION D N.T.S. STR-514 STR-514 BL. 2 BL. 1
3'
6'
3'
6'
ASTR-517
ASTR-517 TYP. TYP.
0 3/4/22 AS LS C057636 12/31/23 LEONARD SIMKIN RE-STRUT PACKAGE C1120-SUB01971-MTA-013103-1.05.C-001.00 Page 6 of 115 Tuto r
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Z:\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\1. STATION\1. AFC SET\4_WRS - RE-STRUTS MASTER.DWG June 3, 2022 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2 DRAWING HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL TRANSIT ADMINISTRATION (FTA), UNDER THE FEDERAL TRANSIT ACT OF 1964, AS AMENDED, AND IN PART BY THE TAXES OF THE CITIZENS OF LOS ANGELES COUNTY AND OF THE STATE OF CALIFORNIA. 10:29 AM LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY C1120 - APDU 3.3 OF MetroTM WILSHIRE / RODEO STATION - SOE & DECKING REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY IN CHARGE DATE CONTRACT NO DRAWING NO SCALE SHEET NO REV 6/3/2022 94 A. SHARMA J. RODRIGUEZ A. SHARMA L. SIMKIN STATION BOX RE-STRUT LAYOUT SHEET 5 OF 6 STR-515 0 AS NOTED 63F
MATCH LINE DRAWING STR-514 ROOF LEVEL 5.1 3/32" = 1'-0" STR-515 CONCOURSE LEVEL 5.2 3/32" = 1'-0" STR-515MATCH LINE DRAWING STR-514 MATCH LINE DRAWING STR-516 MATCH LINE DRAWING STR-516 TRACK DAMPER OPENING TRACK DAMPER OPENING BYPASS DAMPER OPENING BYPASS DAMPER OPENING EQUIP ACCESS HATCH BSTR-515
BSTR-515
CSTR-515CSTR-515 16' 15' 15' 15'-6" 16' 12' 16' 16' 16' KEY MAP 30 24 18 12 6 1 36 SCALE: 3/32" = 1'-0" 0' 8' 16' 24' 32' 16' CONCRETE INTEGRAL WALE, TYP. TOW CJ EL. (V.I.F.) TOC (CONCOURSE) EL. 169.56' ASTR-517
ASTR-517 BL. 2 BL. 1
3'
6' SECTION
B N.T.S STR-515 STR-515 SECTION
C N.T.S STR-515 STR-515 TOW CJ EL. (V.I.F.) TOC (CONCOURSE) EL. 169.18' BL. 2 CONCRETE INTEGRAL WALE, TYP.

ASTR-517
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6' BL. 1 EMERGENCY EXIT STAIR #1 OPEN OPEN EQUIP ACCESS HATCH EXHAUST AIR SHAFT SUPPLY AIR SHAFT 25' TYP. 25' TYP. 36"Ø RE-STRUT 7/8" THICK, TYP. 0 3/4/22 AS LS C057636 12/31/23 LEONARD SIMKIN RE-STRUT PACKAGE C1120-SUB01971-MTA-013103-1.05.C-001.00 Page 7 of 115 Tuto r
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Z:\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\1. STATION\1. AFC SET\4_WRS - RE-STRUTS MASTER.DWG June 3, 2022 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2 DRAWING HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL TRANSIT ADMINISTRATION (FTA), UNDER THE FEDERAL TRANSIT ACT OF 1964, AS AMENDED, AND IN PART BY THE TAXES OF THE CITIZENS OF LOS ANGELES COUNTY AND OF THE STATE OF CALIFORNIA. 10:29 AM LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY C1120 - APDU 3.3 OF MetroTM WILSHIRE / RODEO STATION - SOE & DECKING REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY IN CHARGE DATE CONTRACT NO DRAWING NO SCALE SHEET NO REV 6/3/2022 94 A. SHARMA J. RODRIGUEZ A. SHARMA L. SIMKIN STATION BOX RE-STRUT LAYOUT SHEET 6 OF 6 STR-516 0 AS NOTED 63G MATCH LINE DRAWING STR-515 ROOF LEVEL 6.1 3/32" = 1'-0" STR-516 CONCOURSE LEVEL 6.2 3/32" = 1'-0" STR-516MATCH LINE DRAWING STR-515 EMERGENCY EXIST STAIR #4 ASTR-516 ASTR-516 KEY MAP 30 24 18 12 6 1 36 SCALE: 3/32" = 1'-0" 0' 8' 16' 24' 32' 16' 16' 16' 16' 16' 16' 16' 15' 8' CONCRETE INTEGRAL WALE, TYP. TOW CJ EL. (V.I.F.) TOC (CONCOURSE) EL. 169.56' SECTION A N.T.S. STR-516 STR-516 ASTR-517 ASTR-517 BL. 2 BL. 1 3'
6' EQUIP ACCESS HATCH DUCT AIR SUPPLY SHAFT 25' 30' TYP. 25' TYP. 36"Ø RE-STRUT 7/8" THICK, TYP. 0 3/4/22 AS LS C057636 12/31/23 LEONARD SIMKIN RE-STRUT PACKAGE C1120-SUB01971-MTA-013103-1.05.C-001.00 Page 8 of 115 Tutor���!!!! �� • STV�,lRO in association with Z:\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\1. STATION\1. AFC SET\5_WRS - RE-STRUTS DETAILS.DWG June 3, 2022 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2

DRAWING HAS BEEN FINANCED IN

PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL TRANSIT

ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS

AMENDED, AND IN PART BY THE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA. 10:29 AM

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
C1120 - APDU 3.3
OF
Metro

TM WILSHIRE / RODEO STATION - SOE & DECKING

REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION

DESIGNED BY

DRAWN BY

CHECKED BY

IN CHARGE
DATE

CONTRACT NO

DRAWING NO
SCALE

SHEET NO
REV
6/3/2022 94
A. SHARMA
J. RODRIGUEZ
R. CHEN
L. SIMKIN

RE-STRUT CONNECTION DETAILS
SHEET 1 OF 2
STR-517 0

AS NOTED
63H CTL
PI36x7/8" PIPE

RE-STRUT
3'-2" x 1" MIN x 3'-2"
END PLATE, TYP.

L6x8x1" ANGLE (LLV)
1 1/4" ANCHOR, TYP.

PER OPTION A OR B
2" MAX GAP BETWEEN STRUT

END PLATE AND INSIDE FACE

OF INTEGRAL CONCRETE WALE
3'-2" x 1" MIN x 3'-2"
END PLATE, TYP.
2" MAX. NON-SHRINK GROUT FOR TIGHT BEARING
CONTACT, AT ONE END ONLY, TYP.

L6x8x1 ANGLE (LLV)
1 1/4" HILTI HAS-E-55 THREADED ROD WITH HILTI
HIT-RE 500-V3 ADHESIVE SAFE SET SYSTEM, TYP.

SEE NOTE 2.
1'-2" MIN.

EMBEDMENT
4' FOR STATION BOX
2'-6" OR 3' FOR MAIN ENTRANCE
B1
STR-517

DETAIL A
3/4" = 1'-0" STR-517
SECTION B2
3/4" = 1'-0" STR-517
STR-511, STR-512,
STR-513, STR-514,
STR-515, STR-516,
STR-519
STR-517
1' MIN. 1' MIN.

NOTES:

1. RE-STRUT TO WALL CONNECTION DETAILS APPLY TO STATION BOX AND MAIN ENTRANCE RE-STRUTS. FOR MAIN ENTRANCE RE-STRUT LAYOUT REFER STRE-049 AND STRE-050A

2. STATION BOX RE-STRUTS ARE PI36" X 7
8 " FOR A MAXIMUM RE-STRUT
SPACING OF 16'. MAIN ENTRANCE RE-STRUTS ARE PI36X 1
2 " FOR A
MAXIMUM RE-STRUT SPACING OF 16'.

3. PERMANENT WALL REINFORCING BARS, TBD BY STV NOT SHOWN FOR CLARITY.

4. POSITION OF POST INSTALLED ANCHORS (OPTION B) MAY BE SHIFTED 2"± MAX. HORIZONTALLY TO CLEAR PERMANENT WALL REINFORCING BARS. HOWEVER, THE MINIMUM SPACING BETWEEN THE ANCHORS
SHALL BE MAINTAINED AS SHOWN. ANY VARIATION FROM THIS DESIGN SHALL BE SUBMITTED FOR REVIEW TO THE E.O.R.

5. PROVIDE SHIM PLATES AS/ IF NEEDED TO KEEP THE STRUTS LEVELED.

REFER TO DETAIL 1 FOR SHIM PLATE CONNECTION.

6. SOE STRUTS WITH SLOTTED PLATES AND JACKING EARS MAY BE RE-USED AS RE-STRUTS.

7. FOR ANGLES, PLATES AND RE-STRUTS MATERIAL PROPERTIES, REFER STRUCTURAL STEEL NOTES ON DWG STR-003.

8. NON-SHRINK GROUT COMPRESSIVE STRENGTH, F'c=5000 PSI MIN.

END PLATE TO
5/16 STRUT, TYP.

ANGLE TO

STRUT END PLATE,
TYP. (TOT OF 8") 5/16 4" MIN
3" MIN.

ANGLE TO

STRUT END PLATE,
TYP. (TOT OF 6") 5/16
6"
MIN.
6"
MIN.
3" MIN.

TOP OF 6' DEEP INTEGRAL

CONCRETE WALE, TBD BY
STV 3' 6'
L6x6x1/2
L6x6x1/2
4 1
2 " 3
1 2
"
9" MIN.

EMBEDMENT

PERMANENT

CONCRETE WALL

PERMANENT

CONCRETE WALL
3/4" ANCHOR, TYP. PER OPTION A OR B
3/4" HILTI HAS-E-55 THREADED ROD WITH HILTI HIT-RE
500-V3 ADHESIVE, SAFE SET SYSTEM, TYP. SEE NOTE 2.

TOP OF 6' DEEP INTEGRAL

CONCRETE WALE, TBD BY
STV
3" MIN.

OPTION B - POST INSTALLED ANCHORS CTL
2" MAX GAP BETWEEN STRUT

END PLATE AND INSIDE FACE

OF INTEGRAL CONCRETE WALE
3'-2" x 1" MIN x 3'-2"
END PLATE, TYP.
2" MAX. NON-SHRINK GROUT FOR TIGHT
BEARING CONTACT, AT ONE END ONLY, TYP.

L6x8x1 ANGLE (LLV)
1 1/4" HEAVY HEX HEAD ASTM F1554
GR. 55KSI CAST-IN-PLACE ANCHOR
10" MIN.

EMBEDMENT
SECTION B1
3/4" = 1'-0" STR-517 STR-517 3' 6'
L6x6x1/2
4 1
2 " 3
1 2
"
6" MIN.

EMBEDMENT

PERMANENT

CONCRETE WALL
3/4" HEAVY HEX HEAD ASTM F1554
GR. 55KSI CAST-IN-PLACE ANCHOR
TOP OF 6' DEEP INTEGRAL

CONCRETE WALE, TBD BY
STV

OPTION A - CAST-IN-PLACE ANCHORS (PREFERRED)
1 STR-517
DETAIL 1
NTS STR-517 STR-517

SHIM PLATES CONNECTION DETAIL CTL
SHIM PLATE, SEE NOTE 3
SHIM TO STRUT END PL.,

SHIM TO SHIM,
SHIM TO ANGLE 5/16 8" MIN 1'-2
1 2
" 4'-10
1 2
" 1'-2
1 2
" 4'-10
1 2
"
0 3/4/22 AS LS C057636 12/31/23 LEONARD SIMKIN RE-STRUT PACKAGE B2
STR-517
4' FOR STATION BOX
2'-6" OR 3' FOR MAIN ENTRANCE
1 SHIMS PER
STR-517

SHIMS PER
3" MIN.
3" MIN.

C1120-SUB01971-MTA-013103-1.05.C-001.00 Page 9 of 115
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Z:\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\1. STATION\1. AFC SET\5_WRS - RE-STRUTS DETAILS.DWG June 3, 2022 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2

DRAWING HAS BEEN FINANCED IN

PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL TRANSIT

ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS

AMENDED, AND IN PART BY THE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA. 10:29 AM

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
C1120 - APDU 3.3
OF
Metro

TM WILSHIRE / RODEO STATION - SOE & DECKING

REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION

DESIGNED BY

DRAWN BY

CHECKED BY

IN CHARGE
DATE

CONTRACT NO

DRAWING NO
SCALE

SHEET NO
REV
6/3/2022 94
A. SHARMA
J. RODRIGUEZ
L. SIMKIN
L. SIMKIN

RE-STRUT CONNECTION DETAILS
SHEET 2 OF 2
STR-518 0
3/4" = 1'-0"
63I

DETAIL C
3/4" = 1'-0" STR-518

RE-STRUT TO WALE CONNECTION
PI36x7/8" THK

PIPE RE-STRUT
38"x 3/4" x 2'-9"

SLOTTED PLATE,
TYP
19"x 1" THK x 3'-2"
END PLATE, TYP.

ONE END OF STRUT AS

SHOWN, SHIM OPPOSITE

END AS REQUIRED FOR
TIGHT CONTACT.

WALE W36x210 2'-9"

STRUT END PLATE
PI36x7/8" THK PIPE RE-STRUT
WALE W36x210
EA. SIDE OF SLOTTED

PLATE TO PIPE STRUT,

TOP AND BOTTOM
5/16

STRUT END PLATE
5/16 TO WALE FLANGE

PIPE STRUT TO

STRUT END PLATE

STRUT END PLATE

TO WALE FLANGE

PIPE STRUT TO
STRUT END PL.

RE-STRUT TO WALE CONNECTION
5/16
5/16
3'-2" 5/16
CTL

STRUT SLOTTED PLATE
A
STR-518

DETAIL B
3/4" = 1'-0" STR-518

SECTION
3/4" = 1'-0"
A
STR-518 STR-518 1'-9" MAX.

SOLDIER PILE

PER PLANS
(2) L8x8x3/4

RE-STRUT
END PLATE 19"x3'-2"
4'
W12x53 WALE

SUPPORT
1' MAX.

WALE
W36x210

STATION SOUTH WALL
5/16

EA DOUBLE ANGLE

HORIZONTAL LEG TO

WALE FLANGE

WALE FLANGE

TO SUPPORT
5"
4'-2" STRUT SLOTTED PLATE
5/16 5"

EA DOUBLE ANGLE

VERTICAL LEG TO

PILE FLANGE

SOLDIER PILE

PER PLAN

EA VERTICAL

LEG TO PILE
FLANGE 5/16
ANGLE TO ANGLE 5/16
STARPACKING EA. PILE,
S-64 TO S-67
5/16
5"
5/16
5/16
WALE

SUPPORT

SECTION
3/4" = 1'-0"
F
STR-518 STR-518
F
STR-518 1'-7"
STR-513
STR-519

WALE SUPPORT FLANGE

TO PILE FLANGE

WALE SUPPORT WEB

TO PILE FLANGE

WALE SUPPORT FLANGE

TO PILE FLANGE
STR-518
A
STR-518
0 3/4/22 AS LS C057636 12/31/23 LEONARD SIMKIN RE-STRUT PACKAGE B
STR-518
5/16
5/16
1" STIFFENER PL.

STIFFENER PL.

TO WALE

SUPPORT

CUT AS REQ'D FOR EDGE OF WALE SUPPORT

TO BE FLUSH WITH END OF WALE

DETAIL D
3/4" = 1'-0" STR-518 1'-9" MAX.

SOLDIER PILE

PER PLANS
(2) L8x8x3/4
4'
W12x53 WALE

SUPPORT
1' MAX.

WALE
W36x210

STATION SOUTH WALL
5/16

EA DOUBLE ANGLE

HORIZONTAL LEG TO

WALE FLANGE

WALE FLANGE

TO SUPPORT
5"
5/16 5"

EA DOUBLE ANGLE

VERTICAL LEG TO

PILE FLANGE
F
STR-518
STR-519
5/16
3"±
C1120-SUB01971-MTA-013103-1.05.C-001.00 Page 10 of 115
Tutor Perini b• •sTv�120
a Joint venture G
--- in association wit/1
S68 S67 S66 S65 S64 S63 Z:\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\1. STATION\1. AFC SET\5_WRS - RE-STRUTS DETAILS.DWG June 3, 2022 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2

DRAWING HAS BEEN FINANCED IN

PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL TRANSIT

ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS

AMENDED, AND IN PART BY THE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA. 10:29 AM

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
C1120 - APDU 3.3
OF
Metro

TM WILSHIRE / RODEO STATION - SOE & DECKING

REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION

DESIGNED BY

DRAWN BY

CHECKED BY

IN CHARGE
DATE

CONTRACT NO

DRAWING NO
SCALE

SHEET NO
REV
6/3/2022 94
A. SHARMA
J. RODRIGUEZ
L. SIMKIN
L. SIMKIN

RE-STRUT AT STATION ENTRANCE

SECTIONS
STR-519 0
1/2" = 1'-0"
63J
6'x4' INTEGRAL

CONCRETE WALE, TBD
BY STV
SOLDIER PILE, TYP.
28'

WALL OPENING FROM ENTRANCE TO STATION
W36x210 WALE
W12x53 WALE

SUPPORT
PI36x7/8" THK

PIPE STRUT
END PLATE 19"x3'-2" 3' 1'-9" MAX

ELEVATION - SOUTH WALL B
1/2" =1'-0" STR-519 STR-513 3'

ELEVATION- NORTH WALL A
1/2" =1'-0" STR-519 STR-513
6'x4' INTEGRAL CONCRETE

WALE, TBD BY STV

STATION NORTH WALL
10' 16' 10'
10' 16' 10'
4' 4'
TOW CJ
EL. (V.I.F.)
TOW CJ
EL. (V.I.F.)
6'x4' INTEGRAL CONCRETE

WALE, TBD BY STV,
SEE NOTE 1
NOTES:

1. LOWER THE 6' DEEP CONCRETE INTEGRAL WALE PER THE RE-STRUT ALIGNMENT.

STATION SOUTH WALL
6'X4' INTEGRAL

CONCRETE WALE, TBD
BY STV
0 3/4/22 AS LS C057636 12/31/23 LEONARD SIMKIN RE-STRUT PACKAGE 6' 4' 4' 6'
C
STR-518
D
STR-518
A
STR-517
A
STR-517
A
STR-517 MATCH RE-STRUT CTL EL. WITH RE-STRUT CTL EL. ON SOUTH WALL 6' 3' DIM. PER PERM. STRUCT. DESIGN. BY OTHERS C1120-SUB01971-MTA-013103-1.05.C-001.00 Page 11 of 115
Tutor�!�!!!�� MSTV�J9.P
ill (ISSOCUII /011 w1fl1
REV.

NO.

SHEET
NO.

DRAWING
NO. DRAWING TITLE 1 DRAWING TITLE 2
1 STRE-001 COVER SHEET
2 STRE-002 INDEX OF DRAWINGS
3 STRE-003 GENERAL NOTES SHEET 1 OF 5
4 STRE-004 GENERAL NOTES SHEET 2 OF 5
5 STRE-005 GENERAL NOTES SHEET 3 OF 5
6 STRE-006 GENERAL NOTES SHEET 4 OF 5
7 STRE-007 GENERAL NOTES SHEET 5 OF 5
1 8 STRE-040 CONSTRUCTION SEQUENCE SHEET 1 OF 15
1 9 STRE-041 CONSTRUCTION SEQUENCE SHEET 2 OF 15
1 10 STRE-042 CONSTRUCTION SEQUENCE SHEET 3 OF 15
1 11 STRE-043 CONSTRUCTION SEQUENCE SHEET 4 OF 15
1 12 STRE-044 CONSTRUCTION SEQUENCE SHEET 5 OF 15
1 13 STRE-045 CONSTRUCTION SEQUENCE SHEET 6 OF 15
1 14 STRE-046 CONSTRUCTION SEQUENCE SHEET 7 OF 15
1 15 STRE-047 CONSTRUCTION SEQUENCE SHEET 8 OF 15
1 16 STRE-048 CONSTRUCTION SEQUENCE SHEET 9 OF 15
1 16A STRE-048A CONSTRUCTION SEQUENCE SHEET 10 OF 15
1 16B STRE-048B CONSTRUCTION SEQUENCE SHEET 11 OF 15
1 17 STRE-049 CONSTRUCTION SEQUENCE SHEET 12 OF 15
1 18 STRE-050 CONSTRUCTION SEQUENCE SHEET 13 OF 15
18A STRE-050A CONSTRUCTION SEQUENCE SHEET 14 OF 15
1 19 STRE-051 CONSTRUCTION SEQUENCE SHEET 15 OF 15
19A STRE-052 RE-STRUT LAYOUT
20 STRE-100 DECK MAT LAYOUT
21 STRE-101 SOUND WALL LAYOUT
22 STRE-120 DECK BEAM LAYOUT
23 STRE-121 CAP BEAM LAYOUT
24 STRE-140 SOLDIER PILE LAYOUT
25 STRE-160 WALES AND STRUTS LAYOUT SHEET 1 OF 4
26 STRE-161 WALES AND STRUTS LAYOUT SHEET 2 OF 4
27 STRE-162 WALES AND STRUTS LAYOUT SHEET 3 OF 4
28 STRE-163 WALES AND STRUTS LAYOUT SHEET 4 OF 4
29 STRE-200 ELEVATION - EAST SOE WALL SHEET 1 OF 6
30 STRE-201 ELEVATION - WEST SOE WALL SHEET 2 OF 6
31 STRE-202 ELEVATION - NORTH SOE WALL SHEET 3 OF 6
31a STRE-202a ELEVATION -PIN PILE LACING SHEET 3a OF 6
32 STRE-203 ELEVATION - LOWER SOUTH SOE WALL SHEET 4 OF 6 33 STRE-204 ELEVATION - UPPER SOUTH SOE WALL SHEET 5 OF 6 34 STRE-205 ELEVATION - ELEVATOR SOUTH SOE WALL SHEET 6 OF 6 35 STRE-500 STRUT TO WALE CONNECTION SHEET 1 OF 3
36 STRE-501 STRUT TO WALE CONNECTION SHEET 2 OF 3
37 STRE-502 STRUT TO WALE CONNECTION SHEET 3 OF 3
38 STRE-503 WALES AND WALE TO PILE CONNECTION
39 STRE-504 PILE AND LAGGING DETAILS
40 STRE-520 TRAFFIC DECKING DETAILS SHEET 1 OF 7
41 STRE-521 TRAFFIC DECKING DETAILS SHEET 2 OF 7
42 STRE-521A TRAFFIC DECKING DETAILS SHEET 3 OF 7
43 STRE-522 TRAFFIC DECKING DETAILS SHEET 4 OF 7
44 STRE-523 TRAFFIC DECKING DETAILS SHEET 5 OF 7
45 STRE-524 TRAFFIC DECKING DETAILS SHEET 6 OF 7
46 STRE-525 TRAFFIC DECKING DETAILS SHEET 7 OF 7
47 STRE-540 SOUND WALL DETAILS SHEET 1 OF 4
48 STRE-541 SOUND WALL DETAILS SHEET 2 OF 4
49 STRE-542 SOUND WALL DETAILS SHEET 3 OF 4
50 STRE-543 SOUND WALL DETAILS SHEET 4 OF 4
51 STRE-610 SCHEDULES - SOE PILES & DECKING
REV.

NO.

SHEET
NO.

DRAWING
NO. DRAWING TITLE 1 DRAWING TITLE 2
52 STRE-620 SCHEDULES - SOE WALES & STRUTS
53 STRE-630 SCHEDULES - SOE CONNECTION DETAILS Z:\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\2. ENTRANCE\1_WRSE - GENERAL SHEETS (TS-G).DWG June 3, 2022 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2

DRAWING HAS BEEN FINANCED IN

PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL TRANSIT

ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS

AMENDED, AND IN PART BY THE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA. 10:29 AM

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
C1120 - APDU 3.3.1
OF 53
Metro

TM WILSHIRE / RODEO ENTRANCE- SOE & DECKING

REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION

DESIGNED BY

DRAWN BY

CHECKED BY

IN CHARGE
DATE

CONTRACT NO

DRAWING NO
SCALE

SHEET NO
REV
6/3/2022

APPROVED FOR CONSTRUCTION
0 9/16/20 JAA LS C057636 12/31/19 LEONARD SIMKIN AFC SUBMITTAL APDU 3.3 1 3/16/22 AS LS C057636 12/31/23 LEONARD SIMKIN CONSTRUCTION SEQUENCE R. CHEN
R. CHEN
L. SIMKIN
L. SIMKIN

INDEX OF DRAWINGS
STRE-002 1

NO SCALE
2 INDEX OF DRAWINGS
1 1
1 1
1 C1120-SUB01971-MTA-013103-1.05.C-001.00 Page 12 of 115 Tutor��!!:!! t� •sTVd}-JllO
in association with
Z:\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\2. ENTRANCE\2_WRSE - CONSTRUCTION SEQUENCE.DWG June 3, 2022 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2

DRAWING HAS BEEN FINANCED IN

PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL TRANSIT

ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS

AMENDED, AND IN PART BY THE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA. 10:29 AM

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
C1120 - APDU 3.3.1
OF 53
Metro
TM

REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION

DESIGNED BY

DRAWN BY

CHECKED BY

IN CHARGE
DATE

CONTRACT NO

DRAWING NO
SCALE

SHEET NO
REV
6/3/2022
0 9/16/20 JAA LS C057636 12/31/19 LEONARD SIMKIN AFC SUBMITTAL APDU 3.3

WILSHIRE / RODEO ENTRANCE - SOE & DECKING
1 3/16/22 AS LS C057636 12/31/23 LEONARD SIMKIN CONSTRUCTION SEQUENCE A. ARGUETA
A. ARGUETA
R. CHEN
L. SIMKIN

CONSTRUCTION SEQUENCE
SHEET 1 OF 15
STRE-040 1

NO SCALE
8 3' MAX.

EXISTING
GRADE

FUTURE BOTTOM

OF EXCAVATION

SOLDIER PILES
FUTURE

ENTRANCE

STRUCTURE

PILE TIP ELEVATION

PER TABLES ON
DRAWING STRE-610

PILE TIP ELEVATION

PER TABLES ON
DRAWING STRE-610
SOLDIER PILES 3' MAX.

EXISTING
GRADE

FUTURE BOTTOM

OF EXCAVATION

SOLDIER PILES
STAGE 1

1. DRILL HOLES AND INSTALL SOLDIER PILES FOR BOTH MAIN STATION BOX AND ENTRANCE.

2. EXCAVATE TO 8' MAX FROM THE EXISTING GRADE AT MAIN STATION BOX FOR INSTALLATION OF DECK BEAMS.
2a. EXCAVATE TO 11'-5" MAX FROM THE EXISTING GRADE AT ENTRANCE FOR INSTALLATION OF BRACING LEVEL 1.

PILE TIP ELEVATION

PER TABLES ON
DRAWING STRE-610

PILE TIP ELEVATION

PER TABLES ON
DRAWING STRE-610

SOLDIER PILES
FUTURE

ENTRANCE
STRUCTURE 5'± 5'±

SOLDIER PILES
EP-45~EP-49

SOLDIER PILES
EP-33~EP-40

SOLDIER PILES
EP-1~EP-14

FUTURE BOTTOM

OF EXCAVATION

FUTURE BOTTOM

OF EXCAVATION
AT SOUTH END HT=9' MAX 1
1 HT=9' MAX 1
1 C
N.T.S. STRE-040

SECTION
D
N.T.S. STRE-040

SECTION
C
STRE-040
D
STRE-040
2xHT MIN 2xHT MIN
2xHT MIN 2xHT MIN
B
N.T.S. STRE-040

SECTION
A
N.T.S. STRE-040
SECTION HT=9' MAX 1
1 2xHT MIN 2xHT MIN
C
STRE-040
D
STRE-040
FUTURE

ENTRANCE

STRUCTURE

SOLDIER PILES
EP-28~EP-32

SOLDIER PILES
EP-15~EP-19
A
STRE-040
B
STRE-040
A
STRE-040
B
STRE-040 3' MAX.

EXISTING
GRADE

EXISTING
GRADE
FUTURE

ENTRANCE

FUTURE STRUCTURE

STATION

STRUCTURE

FUTURE BOTTOM

OF EXCAVATION
FUTURE

STATION

STRUCTURE

FUTURE BOTTOM

OF EXCAVATION
BL 1
BL 1
BL 1
BL 1 BL 1
BL 1
NOTES: (FOR PAGES STRE-040 THRU STRE-051)

1. CONSTRUCTION SEQUENCE SHOWN ON DRAWINGS STRE-040 THRU STRE-051 DELINEATES CONCEPTUAL PROCEDURE FOR BRACING SYSTEM INSTALLATION AND REMOVAL FOR VARIOUS STAGES OF CONSTRUCTION.

FOR SPECIFIC ELEVATION OF BRACING LEVELS REFER TO ELEVATIONS ON DRAWINGS STRE-200 THRU STRE-204.

2. INSTALLATION OF THE SUPPORT OF EXCAVATION LAGGING SHALL PROCEED AS DESCRIBED IN DRAWING STRE-004 GENERAL NOTES, SECTION Q.

3. WHERE INDICATED IN THE STRUT SCHEDULE ON DRAWING STRE-620, STRUTS SHALL BE PRELOADED TO 25% OF ITS DESIGN LOAD (REFER TO VALUES IN THE STRUT SCHEDULE).

4. MAIN STATION BOX SHOWN FOR REFERENCE AT EACH STAGE. SEE DRAWINGS STR-041 THRU STR-049 FOR DETAILED CONSTRUCTION SEQUENCE SPECIFICALLY FOR MAIN STATION BOX.

5. SEE GENERAL NOTES FOR ALL MATERIAL SPECIFICATIONS.
24 17
E
F
H
J

KEY MAP
C D
B
A
APPLICABLE FOR PAGES STRE-040 THRU STRE-051
1 1
1 1
1 1
1 1
C1120-SUB01971-MTA-013103-1.05.C-001.00 Page 13 of 115
Tutor Perini b• •sTv�120
a Joint venture G
--- in association wit/1
3' MAX. Z:\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\2. ENTRANCE\2_WRSE - CONSTRUCTION SEQUENCE.DWG June 3, 2022 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2

DRAWING HAS BEEN FINANCED IN

PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL TRANSIT

ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS

AMENDED, AND IN PART BY THE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA. 10:29 AM

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
C1120 - APDU 3.3.1
OF 53
Metro
TM

REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION

DESIGNED BY

DRAWN BY

CHECKED BY

IN CHARGE
DATE

CONTRACT NO

DRAWING NO
SCALE

SHEET NO
REV
6/3/2022
0 9/16/20 JAA LS C057636 12/31/19 LEONARD SIMKIN AFC SUBMITTAL APDU 3.3

WILSHIRE / RODEO ENTRANCE - SOE & DECKING
1 3/16/22 AS LS C057636 12/31/23 LEONARD SIMKIN CONSTRUCTION SEQUENCE A. ARGUETA
A. ARGUETA
R. CHEN
L. SIMKIN

CONSTRUCTION SEQUENCE
SHEET 2 OF 15
STRE-041 1

NO SCALE
9 DECK BEAM, TYP.

DECK MATS, TYP.

PIPE STRUT, TYP.

WALE, TYP.

BL 1 3' MAX.

STAGE 2

3. INSTALL DECK BEAMS AND SUPPORT UTILITIES FROM DECK BEAM WHERE NEEDED IN MAIN STATION BOX.
3a. INSTALL BRACING LEVEL 1 WALES AND STRUTS AT ENTRANCE. PRELOAD STRUTS AS INDICATED IN THE STRUT SCHEDULE.

4. INSTALL DECKING SYSTEM AND SOUND WALL AT ENTRANCE.

5. EXCAVATE TO 3' MAX BELOW BRACING LEVEL 2.

DECK BEAM, TYP.

DECK MATS, TYP.

WALE, TYP. PIPE STRUT, TYP.

BL 1
C
N.T.S. STRE-041

SECTION
D
N.T.S. STRE-041

SECTION
C
STRE-041
D
STRE-041 A
STRE-041
B
STRE-041
A
STRE-041
B
STRE-041
B
N.T.S. STRE-041

SECTION
A
N.T.S. STRE-041

SECTION
C
STRE-041
D
STRE-041
DECK BEAM, TYP.

DECK BEAM, TYP.

WALE, TYP. PIPE STRUT, TYP.

WALE, TYP. PIPE STRUT, TYP.

BL 1 BL 1
BL 2 BL 2 BL 2
BL 1
BL 2 BL 2 BL 2
BL 1

SOUND WALL

SOUND WALL

SOUND WALL

SOUND WALL
24 17
E
F
H
J

KEY MAP
APPLICABLE FOR PAGES STRE-040 THRU STRE-051
1 C D
B
A
C1120-SUB01971-MTA-013103-1.05.C-001.00 Page 14 of 115
Tutor Perini b• •sTv�120
a Joint venture G
--- in association wit/1
Z:\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\2. ENTRANCE\2_WRSE - CONSTRUCTION SEQUENCE.DWG June 3, 2022 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2

DRAWING HAS BEEN FINANCED IN

PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL TRANSIT

ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS

AMENDED, AND IN PART BY THE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA. 10:29 AM

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
C1120 - APDU 3.3.1
OF 53
Metro
TM

REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION

DESIGNED BY

DRAWN BY

CHECKED BY

IN CHARGE
DATE

CONTRACT NO

DRAWING NO
SCALE

SHEET NO
REV
6/3/2022
0 9/16/20 JAA LS C057636 12/31/19 LEONARD SIMKIN AFC SUBMITTAL APDU 3.3

WILSHIRE / RODEO ENTRANCE - SOE & DECKING
1 3/16/22 AS LS C057636 12/31/23 LEONARD SIMKIN CONSTRUCTION SEQUENCE A. ARGUETA
A. ARGUETA
R. CHEN
L. SIMKIN

CONSTRUCTION SEQUENCE
SHEET 3 OF 15
STRE-042 1

NO SCALE
10 3' MAX.

BOTTOM OF EXCAVATION AT
SOUTH END, EL 193.18' MIN

SEE LONGITUDINAL

SECTION ON DRAWINGS
STRE-200 THRU STRE-204
BL 1 3' MAX.

STAGE 3

6. INSTALL BRACING LEVEL 2 WALES AND STRUTS AT BOTH ENTRANCE AND MAIN STATION BOX. PRELOAD STRUTS AS INDICATED IN STRUT SCHEDULE. PRELOAD ENTRANCE STRUTS BEFORE STRUTS IN THE STATION BOX.

7. EXCAVATE TO THE BOTTOM OF EXCAVATION AT REGION "A" OF THE ENTRANCE AS INDICATED IN SECTION C AND IN SECTION D.

8. EXCAVATE TO 3' MAX BELOW BRACING LEVEL 3 AT MAIN STATION BOX AND AT REGION "B" OF THE ENTRANCE AS INDICATED IN SECTION C AND IN SECTION D.

BOTTOM OF EXCAVATION AT
SOUTH END, EL 193.18' MIN

SEE LONGITUDINAL

SECTION ON DRAWINGS
STRE-200 THRU STRE-204
BL 1
C
N.T.S. STRE-042

SECTION
D
N.T.S. STRE-042

SECTION
C
STRE-042
D
A STRE-042
STRE-042
B
STRE-042
A
STRE-042
B
STRE-042
B
N.T.S. STRE-042

SECTION
A
N.T.S. STRE-042

SECTION

BOTTOM OF EXCAVATION AT
SOUTH END, EL 193.18' MIN
C
STRE-042
D
STRE-042
23'-3"±
A B
23'-3"±
A B
1 1
1 1
BL 1
BL 2
BL 1
BL 2
BL 1
BL 2 BL 2
BL 3 BL 3
BL 3
BL 2
BL 1
BL 2
BL 3
BL 3

SOUND WALL

SOUND WALL

SOUND WALL

SOUND WALL
24 17
E
F
H
J

KEY MAP
APPLICABLE FOR PAGES STRE-040 THRU STRE-051
1 C D
B
A
C1120-SUB01971-MTA-013103-1.05.C-001.00 Page 15 of 115
Tutor Perini b• •sTv�120
a Joint venture G
--- in association wit/1
3' MAX. Z:\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\2. ENTRANCE\2_WRSE - CONSTRUCTION SEQUENCE.DWG June 3, 2022 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2

DRAWING HAS BEEN FINANCED IN

PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL TRANSIT

ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS

AMENDED, AND IN PART BY THE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA. 10:29 AM

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
C1120 - APDU 3.3.1
OF 53
Metro
TM

REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION

DESIGNED BY

DRAWN BY

CHECKED BY

IN CHARGE
DATE

CONTRACT NO

DRAWING NO
SCALE

SHEET NO
REV
6/3/2022
0 9/16/20 JAA LS C057636 12/31/19 LEONARD SIMKIN AFC SUBMITTAL APDU 3.3

WILSHIRE / RODEO ENTRANCE - SOE & DECKING
1 3/16/22 AS LS C057636 12/31/23 LEONARD SIMKIN CONSTRUCTION SEQUENCE A. ARGUETA
A. ARGUETA
R. CHEN
L. SIMKIN

CONSTRUCTION SEQUENCE
SHEET 4 OF 15
STRE-043 1

NO SCALE
11 BL 1 3' MAX.

BL 1
STAGE 4

9. INSTALL BRACING LEVEL 3 WALES AND STRUTS AT BOTH THE MAIN STATION BOX AND THE ENTRANCE. PRE-LOAD STRUTS AS INDICATED IN STRUT SCHEDULE. PRELOAD ENTRANCE STRUTS BEFORE STRUTS IN THE STATION BOX.

10. EXCAVATE TO 3' MAX BELOW BRACING LEVEL 4.

C
N.T.S. STRE-043

SECTION
D
N.T.S. STRE-043

SECTION
C
STRE-043
D
A STRE-043
STRE-043
B
STRE-043
A
STRE-043
B
STRE-043
B
N.T.S. STRE-043

SECTION
A
N.T.S. STRE-043

SECTION
C
STRE-043
D
STRE-043
BL 1
BL 2
BL 1
BL 2
BL 3
BL 2
BL 4
BL 3
BL 4
BL 1
BL 2 BL 2
BL 3
BL 4
BL 3
BL 1
BL 2
BL 3
BL 4
BL 4

SOUND WALL

SOUND WALL

SOUND WALL

SOUND WALL
24 17
E
F
H
J

KEY MAP
APPLICABLE FOR PAGES STRE-040 THRU STRE-051
1 C D
B
A
C1120-SUB01971-MTA-013103-1.05.C-001.00 Page 16 of 115
Tutor Perini b• •sTv�120
a Joint venture G
--- in association wit/1
Z:\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\2. ENTRANCE\2_WRSE - CONSTRUCTION SEQUENCE.DWG June 3, 2022 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2

DRAWING HAS BEEN FINANCED IN

PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL TRANSIT

ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS

AMENDED, AND IN PART BY THE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA. 10:29 AM

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
C1120 - APDU 3.3.1
OF 53
Metro
TM

REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION

DESIGNED BY

DRAWN BY

CHECKED BY

IN CHARGE
DATE

CONTRACT NO

DRAWING NO
SCALE

SHEET NO
REV
6/3/2022
0 9/16/20 JAA LS C057636 12/31/19 LEONARD SIMKIN AFC SUBMITTAL APDU 3.3

WILSHIRE / RODEO ENTRANCE - SOE & DECKING
1 3/16/22 AS LS C057636 12/31/23 LEONARD SIMKIN CONSTRUCTION SEQUENCE A. ARGUETA
A. ARGUETA
R. CHEN
L. SIMKIN

CONSTRUCTION SEQUENCE
SHEET 5 OF 15
STRE-044 1

NO SCALE
12 BL 1

BOTTOM OF EXCAVATION AT

ENTRANCE, REGION C,
EL. 155.72' MIN.

SEE NOTE 3. 3' MAX.

STAGE 5
BL 1

BOTTOM OF EXCAVATION AT
ENTRANCE, EL 159.67' MIN
SEE NOTE 3.

11. INSTALL BRACING LEVEL 4 WALES AND STRUTS AT BOTH THE MAIN STATION BOX AND THE ENTRANCE. PRELOAD STRUTS AS INDICATED IN STRUT SCHEDULE. PRELOAD ENTRANCE STRUTS BEFORE STRUTS IN THE STATION BOX.

12. EXCAVATE TO THE BOTTOM OF EXCAVATION AT THE ENTRANCE AS INDICATED IN SECTION C AND SECTION D.
12a. EXCAVATE TO 3' MAX BELOW BRACING LEVEL 5 AT THE MAIN STATION BOX. 3' MAX.

C
N.T.S. STRE-044

SECTION
D
N.T.S. STRE-044

SECTION
C
STRE-044
D
A STRE-044
STRE-044
B
STRE-044
A
STRE-044
B
STRE-044
B
N.T.S. STRE-044

SECTION
A
N.T.S. STRE-044

SECTION
C
STRE-044
D
STRE-044
C D
13'-7"±
BL 1
BL 2
BL 1
BL 2
BL 3
BL 4
BL 1
BL 2
BL 3
BL 4
BL 2
BL 3
BL 4
BL 4
BL 1
BL 2
BL 3
BL 4
BL 2
BL 3
BL 4
BL 5

SOUND WALL

SOUND WALL

SOUND WALL

SOUND WALL

BOTTOM OF EXCAVATION

AT ENTRANCE, REGION D,
EL 159.67' MIN
24 17
E
F
H
J

KEY MAP
APPLICABLE FOR PAGES STRE-040 THRU STRE-051
1 1
1 C D
B
A
C1120-SUB01971-MTA-013103-1.05.C-001.00 Page 17 of 115
Tutor Perini b• •sTv�120
a Joint venture G
--- in association wit/1

13. INSTALL BRACING LEVEL 5 WALES AND STRUTS AT MAIN STATION BOX. PRELOAD STRUTS AS INDICATED IN THE STRUT SCHEDULE.

14. EXCAVATE AS NEEDED TO INSTALL REQUIRED INVERT SLAB SUBSTRATA AT MAIN

STATION, BUT NOT LOWER THAN THE BOTTOM OF EXCAVATION ELEVATION SHOWN ABOVE. Z:\SHARED\TPC SYLMAR ENGINEERING\PL 2\1. WRS\1. DRAWINGS\2. ENTRANCE\2_WRSE - CONSTRUCTION SEQUENCE.DWG June 3, 2022 THE PREPARATION OF THIS WESTSIDE PURPLE LINE EXTENSION - SECTION 2

DRAWING HAS BEEN FINANCED IN

PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL TRANSIT

ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS

AMENDED, AND IN PART BY THE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA. 10:29 AM

LOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
C1120 - APDU 3.3.1
OF 53
Metro
TM

REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION

DESIGNED BY

DRAWN BY

CHECKED BY

IN CHARGE
DATE

CONTRACT NO

DRAWING NO
SCALE

SHEET NO
REV
6/3/2022
0 9/16/20 JAA LS C057636 12/31/19 LEONARD SIMKIN AFC SUBMITTAL APDU 3.3

WILSHIRE / RODEO ENTRANCE - SOE & DECKING
1 3/16/22 AS LS C057636 12/31/23 LEONARD SIMKIN CONSTRUCTION SEQUENCE A. ARGUETA
A. ARGUETA
R. CHEN
L. SIMKIN

CONSTRUCTION SEQUENCE
SHEET 6 OF 15
STRE-045 1

NO SCALE
13 C
N.T.S. STRE-045

SECTION
D
N.T.S. STRE-045

SECTION
B
N.T.S. STRE-045

SECTION
A
N.T.S. STRE-045

SECTION
BL 1
C
STRE-045
D
STRE-045
A
STRE-045
B
STRE-045
C
STRE-045
D
STRE-045
BL 1
BL 2
BL 3
BL 4
BL 1
BL 2 BL 2
BL 3
BL 4
BL 1
BL 2
BL 3
BL 4