Item E-4 Agenda Report - Part 2 — Beverly Hills City Council, October 18, 2022

a Joint Venture
2) Geotechnical Instrumentation Installation and Monitoring Work Zone: see attached
Material Laydown Area: ASC will utilize the N Canon yard or Reeves yard as needed.

Major Equipment: Drill Rig, Vacuum truck
Access: ASC/TPOG will correspond with property owners to obtain a right of entry agreement before entering private property. Work will be performed within approved traffic closures using COBH LCN process.

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REV. SHT. DRAWING DESCRIPTION �
NO. NO. NUMBER
GENERAL �
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1 G4-DU4.2.1 GENERAL - TITLE SHEET
2 G4-DU4.2.l-1 GENERAL - INDEX OF DRAWINGS

GEOTECHNICAL INSTRUMENTATION
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3 BGX-101 TUNNEL REACH 4 AND CROSS PASSAGES-SHEET 1
4 BGX-102 TUNNEL REACH 4 AND CROSS PASSAGES-SHEET 2
s BGX-103 TUNNEL REACH 4 AND CROSS PASSAGES - SHEET 3
6 BGX-104 TUNNEL REACH 4 AND CROSS PASSAGES - SHEET 4
7 BGX-111 REACH 4 UTILITIES -SHEET 1
8 BGX-112 REACH 4 UTILITIES - SHEET 2
9 BGX-113 REACH 4 UTILITIES - SHEET 3
10 BGX-114 REACH 4 UTILITIES - SHEET 4
11 BGY-101 TUNNEL REACH SAND CROSS PASSAGES-SHEET 1
12 BGY-102 TUNNEL REACH 5 AND CROSS PASSAGES - SHEET 2
13 BGY-103 TUNNEL REACH 5 AND CROSS PASSAGES-SHEET 3
14 BGY-104 TUNNEL REACH SAND CROSS PASSAGES-SHEET 4
15 BGY-111 REACH 5 UTILITIES- SHEET 1
16 BGY-112 REACH 5 UTILITIES - SHEET 2
17 BGY-113 REACH 5 UTILITIES -SHEET 3
18 BGY-114 REACH 5 UTILITIES - SHEET 4
19 BG-814 TYPICAL DETAILS -SHEET 1
20 BG-601 TUNNEL CROSS PASSAGES- INSTRUMENTATION SCHEDULE - SHEET 1 21 BG-602 TUNNEL CROSS PASSAGES - INSTRUMENTATION SCHEDULE - SHEET 2 22 BG-603 TUNNEL CROSS PASSAGES- INSTRUMENTATION SCHEDULE- SHEET 3 23 BG-604 TUNNEL CROSS PASSAGES- INSTRUMENTATION SCHEDULE- SHEET 4 24 BG-605 TUNNEL CROSS PASSAGES- INSTRUMENTATION SCHEDULE- SHEET 5 �
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REG NO
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3. CONTOURS REPRESENT PREDICTED SETTLEMENTS

AT THE GROUND SURFACE USING FREE-FIELD
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4. PRIOR TO INSTALLATION OF UTILITY MONITORING

POINTS, CONTRACTOR TO VERIFY PRESENCE AND

EXTENT OF UTILITIES TO BE MONITORED AS
REQUIRED BY CONTRACT.

5. PRIOR TO TUNNELING, COMPLETE

PRE-CONSTIRUCTION SURVEYS OF UTILITIES AS
REQUIRED BY CONTRACT.

GENERAL NOTES:
- - - LIMIT OF SURFACE/BUILDING SETILEMENT MARKER
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:��7:,;�::��.::��';;',;,;�:" CHECKED BY I{ )I GEOTECHNICAL INSTRUMENTATION BG-814 0 ° FEDERALTRANSITACTOF196<,AS J. KAN TUNNEL CROSS PASSAGES f--,�A�C.-, ------'----l'� AMENDED, ANDIN PART BY THE IN CHARGE .... ... n • •
8 ��:::i��OF f----+----+--+--!------+----1---------+--------------1 J. TOOTLE •uaorr'fff'lnl .S •
TV�;J2? ENGEO TYPICAL DETAILS '-----,��A_S_S_H_WO __N --+,� 0 511512019 PL JJT 2677 6/3012020 JOSEF J TOOTLE AFCSUBMITIALDU4.2 a jotnt venture .7- r-; "' THE STATE OF CALIFORNIA. i-- ee --+- v -0-T-A-+E -y. --1--'A-'- P-+- •• -=-NG :..CO-+--'EX-'-.::.C P RE:.::I.:.i-- S ...:...:.-=-S=-EA-=H...c L O.:.-=-R.:..:::: E --+----D-=-SE C..:RC -P-,IOT--N ----1 OATOs 115 / 2019 in assodatiOtl with -Expect Excellence- s HE ET 1 SHEET NO 20 OF 206 0 .__ ....J...._..J..... _ _J_....J...._.J......_......L. __ ......_ ..J..... L_...:..:..:�:...::..:..:..:.........L ___L _j _J __::.:....:.:..:..:......:. __J __ .......::.:::.._::::........::�_j0 11/27/2019 JF
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L
NOTES:

0..
co
-e- ..
1 . SEE CROSS PASSAGES DESIGN DRAWINGS FOR -

PIEZOMETERS TO BE INSTALLED DURING
IN- TUNNEL PROBING.

OBSERVATION WELL EXISTING (EW) ""'-'
INSTRUMENT A llON 10 NORTHING (FT) EASTING (FT) SHEET NO.

M-17 1846456.6 6447217.2 acx ""
M-<-02 1846684.0 6446537.2 BGX-102
G-<-05/M-<-03 1847035.6 6444472.3 BGX-103 "' G-139 (MW) 1847014.3 6444204.1 BGX-103 �
0 G <-07 1847019.2 6442214.4 BGX-104
N
E-126A/M-<-04 1847026.2 6441646.5 BGX-104 0
G-11 {MW' 1847012.1 6441341.7 BGY-101 "'
(}-<-08/P 306 1847020.5 6441172.6 BGY-101 �
08-307 1847022.6 6441148.6 BGY-101
Q)
.0
08-308 1847024.4 6441081.3 BGY 101
0 - E-1258 m_405 1847028.3 64<-0920.4 BGY 101
u
G-410/M 406 1846810.5 6437834.4 BGY-103
0 G-165 (NvnMW 1844952.6 6436848.4 BGY 104
�Metro
PURPLE LINE EXTE�ION
G-166A (P)(NV 1844774.3 6436686.1 BGY-104
SECTION 2
G 412/t.· 132A/M· 407 1844535.4 6436434.3 BGY-104 APPROVED FOO CONSTRUCTION APPROVED FOO CONSTRUCTION, Af:, NOTED �
.

METRO NTATIVE J DATE
'/,(J1
/// - /
Tutor Perini
...

MUL Tl-POINT BOREHOLE EXTENSOMETER (MPBX) "".i MULTI-POINT BOREHOLE EXTENSOMETER (MPBX) (CONTINUED) W �· ca•�o••t10•
ELEVArn.JN ANCHOR A A B c
-E'.lEVA IIUN AN .... nvr; A
Ojmnl \�nlWl'
-----
INSTRUMENTATION 10 NORTHING (FT) EASTING (FT) SHEET NO. INSlRUMENTAllON ID NORTHING (FT) EASTING (FT) " ANt;Hvr; c
SURF ACE (FT) ELEVATION (FT) ELEVATION (FT) ELEVATION Im SURF ACE (FT) ELEVATION (FT) ELEVATION (FT) ELEVATION (FT) � SHEET NO.
--
Mt-'tsX -R4-1 1o4 .2 1 ,.6 215 ztv iss.s 1 x 1u4 MPBX-RS-16 1844837 6436782.6 289 284 252.5 221 BGY-104 Date Initials of TPOG 0
MPBX-R4-10 1847041 6444849.2 170 165 122.5 80 BGX-103 MPBX-RS-17 1844868 6436764.5 289 284 252.5 221 BGY-104

ISSUED FOR
�
MPBX-R4-11 1846977.6 6445602.2 159 154 114.5 75 BGX-102 MPBX-RS-18 1846027 6437516.5 253 248 206.5 165 BGY-104 0 co
MPBX R4 12 1846941 6445595 159 154 114.5 75 BGX 102 MPBX R5 19 1845784.5 6437449.8 251 246 210.5 175 BGY 104 CONSTRUCTION I
MPBX R4 13 1846798.9 6446236.3 148 143 106 69 BGX-102 MPBX-RS-2 1844830 6436706.5 290 285 254 223 BGY-104 o
m
MPBX-R4-14 1846761.9 6446224.5 148 143 106 69 BGX-102 MPBX-RS-21 1846731.3 6437808.2 261 256 203.5 151 BGY-103 I MPBX-R4-15 1846583.8 6446910.2 143 138 104 70 BGX-102 MPBX-RS-22 1846819.1 6437844.3 261 256 203 150 BGY-103 0 MPBX R4 16 1846546.8 6446898.4 143 138 104 70 BGX 102 MPBX RS 23 1846848.4 6437880.9 261 256 203 150 BGY 103 N
�
MPBX R4-2 1847039.6 6441829.6 216 211 190 170 BGX-104 MPBX RS-24 1846854.6 6437953 260 255 202 149 BGY-103 [XJ IIO EXCEPTIOIIS D APPll(M;!IA$IIOT£D �
MPBX-R4-3 1847001.7 6442588.1 207 202 175.5 149 BGX-104 MPBX-RS-25 1846620.1 6437666.2 261 256 204 153 BGY-103 D IIEJECT£D O RE'WSEAIIO�esw.T '3-
MPBX-R4-4 18470<-0.6 6442588 208 203 176 149 BGX-104 MPBX-RS-26 1846547.3 6437664.3 259 254 204 153 BGY-103 D -15f'f:QR[l)ITEII z 0 MPBX R4-5 1847003.4 6443339.1 192 187 155 123 BGX 104 MPBX RS 27 1847003.4 6438309.8 257 252 200.5 149 BGY 103 -- >-- MPBX R4-6 1847042.3 6443339.1 192 187 155 123 BGX-104 MPBX-RS-28 1847025.1 6438233.5 259 254 201.5 149 BGY-103 .... ___ ,_ ... ____ ..,""-"'"""" o
MPBX-R4-7 1847043.9 6444091.8 178 173 135.5 98 BGX-103 MPBX-RS-29 1847024.11 6438743.36 254 249 199 149 BGY-102 �"'-*-bf-"" _ol,hoC..,"' ........ _f"Oly"")_ ::::,
.... ..,..,.._..o1-� ---ollhm-•Jof g::

MPBX-R4-8 1847005.1 6444091.8 178 173 135.5 98 BGX-103 MPBX-RS-32 1847048.7 64<-0281.6 236 231 200 169 BGY-102 _oo,,l __ ... c.,. __ _,.,...__ ... _"' ...
--of�--1 .... c.., ...iL"'"MftlOINC-.,.�., (/)
MPBX R4-9 1847002.2 6444849.2 170 165 122.5 80 BGX 103 MPBX RS 33 1847011.9 64<-0281.6 236 231 200 169 BGY 102 ......, t-.. _--"°""' ("WfiRO') _ ... e......o. �1rom.. .,.,......... -- __ ..._ ... �.. z
MPBX R4-CP27 1 1846704.7 6446531.6 146 141 103.5 66 BGX-102 MPBX-RS-34 1846049.2 6437518.1 254 249 214 179 BCY-103 tl>ejil-."""�·-�- -. ... .....,..., .._ __ 0
l'lofk,( ... _of_.,. ... _...,_.......,.__"' ... -o.ti.:w (.)
MPBX-R4-CP27-2 1646686.2 6446525.7 146 141 103.5 68 BGX-102 MPBX-RS-5 1844877.5 6436854.2 282 277 248 219 BGY-104 _q_. ___ ... _ .. _ .. __
_.,.c.,..,_,, • ......,._, -- - .... -- .... "'-..
°" MPBX-R4-CP27-3 1846667.7 6446519.8 146 141 103.5 66 BGX-102 MPBX-RS-6 1844908.5 6436836.1 282 277 248 219 BGY-104 -"'"'----�-"' 0 --
u,
MPBX R4 CP28 1 1846893.1 6445936.6 153 148 109.5 71 BGX 102 MPBX RS 7 1845510 6437385.6 250 245 215 186 BGY 104 MPBX-R4-CP28 2 6445931.1 153 148 109.5
0 1846874.7 73 BGX-102 MPBX-RS-8 1845557.1 6437442.1 249 244 215 186 BGY-104 November 6, 2019 w
6445925.6 109.5 - >
MPBX-R4-CP28-3 1846856.2 153 148 71 BGX-102 MPBX-RS-9 1846956.4 6438148.4 259 254 202 149 BCY-103 0 MPBX-R4-CP29-1 1847027.2 6445249.8 165 160 118.5 77 BGX-103 MPBX-R5-CP34-1 1847054.1 6439887.5 241 236 199 161 BGY-102 .. efi/1'= °"
MPBX-R4-CP29-2 1847008.4 6445248.3 165 160 118.5 79 BGX-103 MPBX RS CP34-2 1847035.1 6439887.3 242 237 199 163 BGY 102 o.

MPBX R4 CP29 3 1846989.7 6445246.7 165 160 118.5 77 MPBX RS CP34 3 p s 0 M A s

0..

BGX 103 1847016.2 6439887 242 237 199 161 BCY 102 15
MPBX-R4-CP30 1 1847043.1 6444456.4 174 169 128 87 BGX-103 MPBX-R5-CP35-1 1847061.5 6439092.3 251 246 197 150 BGY-102 >-- MPBX-R4-CP30-2 1847023.7 6444456.3 174 169 128 89 BGX-103 MPBX-R5-CP35-2 1847042 6439092.3 250 245 197 152 BGY-102 (/)
MPBX-R4-CP30-3 1847004.3 6444456.2 174 169 128 87 BGX-103 MPBX-R5-CP35-3 1847022.6 6439092.3 249 244 197 150 BGY-102 z
-
MPBX R4-CP31 1 1847043.2 6443731.6 183 178 143 108 BGX 103 MPBX RS CP36 1 1847058.4 6438411.3 258 253 201 149 BGY 103 eo MPBX R4-CP31 2 1847023.7 6443731.5 183 178 143 110 BGX 103 MPBX-R5-CP36 2 1847039.1 6438413.3 258 253 201 151 BGY-103 MUL Tl POINT BOREHOLE EXTENSOMETER (MPBX) ACTION AND MAXIMUM LEVELS �� MPBX-R4-CP31 3 1847004.3 6443731.4 183 178 143 108 BGX-103 MPBX-R5-CP36-3 1847019.7 6438415.3 257 252 201 149 BGY-103 ANCHOR A (IN} ANCHOR 8 (IN) ANCHOR C (IN)
N
MPBX-R4-CP32-1 1847041.4 6442946.6 201 196 166.5 137 BGX-104 MPBX-R5-CP37-1 1846788.4 6437811.2 261 256 203.5 151 BGY-103 co
MPBX-R4-CP32-2 1847022 6442946.5 201 196 166.5 139 BGX-104 MPBX RS CP37 2 1846774.6 6437823.9 261 256 203.5 153 BGY 103 ACTION 0.35 0.5 1.0 eMPBX R4-CP32 3 1847002.5 6442946.4 201 196 166.5 137 BGX 104 MPBX-R5-CP37-3 1846760.9 6437836.8 261 256 203.5 151 BGY-103 u,
MAXIMUM 0.5 1.0 1.5 w
MPBX-R4-CP33 1 1847039.8 6442229.6 212 207 184 161 BGX-104 MPBX-R5-CP38-1 1846296.8 6437519.1 257 252 204 159 BGY-103 °"
MPBX-R4-CP33-2 1847020.6 6442229.5 212 207 184 163 BGX-104 MPBX-R5-CP38-2 1846292 6437537.9 257 252 204 161 BGY-103 i;5-
MPBX-R4-CP33-3 1847001.4 6442229.4 212 207 184 161 BGX-104 MPBX RS CP38 3 1846287.2 6437556.4 257 252 240 159 BGY 103 0 MPBX R5-1 1844799 6436724.6 290 285 254 223 BGY 104 MPBX RS CP39 1 1845950.9 6437468.7 253 248 209 170 BGY 104 co
0 MPBX RS 10 1846997.1 6438148.4 260 255 202 149 BGY 103 MPBX-R5-CP39-2 1845948.8 6437488 252 247 209 172 BGY-104 "'
MPBX-RS-11 1847063.13 6438743.56 254 249 199 149 BGY-102 MPBX-R5-CP39-3 1845946.7 6437507.3 252 247 209 170 BGY-104 r> MPBX-RS-12 1847019.2 6439489.8 246 241 197 152 BGY-102 MPBX-RS-CP<-0-1 1845265.5 6437255.3 250 245 221 197 BGY-104 (/)
MPBX RS 13 1847057.9 6439489.8 246 241 197 152 BGY 102 MPBX RS-CP<-0-2 1845254.8 6437270.4 249 244 220.5 197 BGY 104 ::::,
__J
MPBX RS 14 1846480.8 6437585.4 259 254 205 155 BGY-103 MPBX-RS-CP<-0-3 1845244.1 6437285.5 249 244 220.5 197 BGY-104

0..

MPBX-RS-15 1846462.6 6437619.2 258 253 205 155 BGY-103
0 ..
0 0
r<)
�
1)
c.,
:,::
0 APPROVED FOR CONSTRUCTION
u
N
c.,
DESIGNED BY ®
WESTSIDE PURPLE LINE EXTENSION • SECTION 2
CONTRACT NO z
THE PREPARATION OF THIS P. LAM �·'1,

LOS ANGELES COUNTY
>--
DRAIA'ING HAS BEEN FINANCED IN C1120- DU 4.2
u,
PART THROUGH A GRANT FROM DRA"""'4 BY
-c
THE U.S. DEPARTMENT OF G. JAFFE Metro

METROPOLITAN TRANSPORTATION AUTHORITY GEOTECHNICAL INSTRUMENTATION

DRAWING NO REV
°"

TRANSPORTATION, FEDERAL TRANSIT CHECKED BY
BG-601 0 5-
ADMINISTRATION (FTA), UNDER THE J. KAN TUNNEL CROSS PASSAGES c.,
FEDERAL TRANSIT ACT OF 1964, AS W' .;_·
SCALE z
AMENDED, AND IN PART BY THE IN CHARGE rw-�� Tutor Perini ... EN GEO
F
_8 •sTv�1-20

INSTRUMENTATION SCHEDULE NO SCALE
u..

TAXES OF THE CITIZENS OF J. TOOTLE
-c
LOS ANGELES COUNTY AND OF 0 10/30/201 PL JJT 2677 6/30/2020 JOSEF J TOOTLE AFC I DU 4.2.1 a joint venture SHEET NO
°"
THE STATE OF CALIFORNIA.

DATE tn association With --Expect Excelfence- SHEET 1 eREV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION 10 / 30/ 2019 c:.; 11/27/2019 JF
,._, I I .:u-;:.uou I U I .<-M I /o<,·U 1 ..l IU..l• I .\J;).l,-\IU I \JU • r-ilge,1;.,0,,1;,1., ._
�
CL
CXl
NOTES:
..,.
-
1 . SETTLEMENT MARKERS SHOWN ARE FOR ARRAYS.

SEE DRAWING NO. BG-605 FOR SURFACE
SETILEMENT MARKERS ALONG TUNNEL REACHES.

SURFACE SETILEMENT MARKERS (SS)® SURFACE SETILEMENT MARKERS (SS) (CONTINUED)® SURFACE SETILEMENT MARKERS (SS) (CONTINUED)® INSTRUMENTATION 10 NOR'THING ( I"" I I EASTING (FT) ELEVATION (FTI SHEET NO. INSTRUMENTATION 10 NORTHING (FT) EASTING (FT) ELEVATION ll"" I I SHEET NO. INSTRUMENTATION ID NOR'THlNG ll"" I I EASTING (Fn ELEVATION (FT\ SHEET NO.

AH4-2 1o4 1.41H 64411-1·)9 .e - 215.r.H sex 104 SS-AR4-CP32-1 1847055.129 6442946.699 200.72 BGX-10-4 SS ARS-73 1845110.075 6437146.937 254.02 BGY 104 SS-AR4-3 1847021.157 6442588.039 207.61 BGX-104 SS-AR4-CP32-2 1846982.549 6442946.349 200.49 BGX-104 SS AR5-74 1644881.863 6436676.285 289.59 BGY-104 SS-AR4-4 1646983.204 6441629.556 215.24 BGX-104 SS-AR4-CP33-1 1847059.765 6442229.729 212.43 BGX-104 SS-AR5 75 1645533. 5 7 3 6437413.876 249.59 BGY-104 SS-AR4-5 1847099.632 6441829.556 206.36 BGX-104 SS AR4 CP.33- 2 1846981.375 6442229.35 211.55 BGX 104 SS AR5 76 1844808.451 6436894.516 278.0B BGY-104 SS AR4 6 1847079.632 6441829.556 215.95 BGX 104 SS ARS-1 184-4814.546 6436715.577 289.89 BGY 104 SS-AR5-77 1844825. 724 6436884.434 279.59 BGY-104 a, SS-AR4-7 1847059.632 6441829.556 215.84 BGX-104 SS-AR5-2 1845548.172 6437460.016 249 8GY-104 SS ARS-78 1844842.997 6436874.352 281.1 BGY 104 �
0 SS-AR4-8 1846981.74 6442588.116 207.21 BGX-104 SS-AR5-3 1846834.195 6438203.226 257.67 BGY-103 SS-AR5 79 1844860.27 6436864.27 282.54 BGY-104 N SS-AR-4-9 1847060.573 6442587.963 207.79 BGX-104 SS-AR5-7 1846901.626 6438172.958 257.54 BGY-103 SS AR5 BO 1844925.812 6436826.015 281.25 BGY-104 SS-AR-4-10 1846903.434 6443339.063 191.38 BGX-104 SS ARS-B 1846919.88 6438164. 785 258.23 BGY 103 SS ARS-81 1844943.085 6436815.933 281.14 BGY-104 0 "' SS AR4 12 1846943.434 6443339.063 191.B BGX 104 SS-ARS-9 1846938.134 6438156.613 258.48 BGY-103 SS-ARS-82 1844960.358 6436805.851 280.96 BGY-104 L SS-AR4-13 1846963.434 6443339.063 191.97 BGX 104 SS AR5-14 1847051.487 6438123.028 261.73 BGY-103 SS ARS-B.J 1844977.631 6436795. 769 280.73 BGY 104 "'
1846983.434 6443339.063 192.02 BGX-104 SS-ARS-15
.0
SS-AR-4-14 1847033.369 6438131.499 261.35 BGY-103 SS ARS 84 1845195.029 6437096.522 253.38 BGY 104 0 SS-AR4-15 1847022.851 6443339.063 192.13 BGX-104 SS-ARS-16 1847015.251 6438139.969 260.86 BGY-103 SS-ARS-85 1844899.136 6436666.204 2BB.95 BGY-104 - u SS-AR4-16 1847062.267 6443339.063 190.26 BGX-104 SS AR5 17 1846976. 761 6438148.44 259.35 BGY 103 SS AR5 86 1645177.83 6437106. 729 253.37 BGY 104 0 SS-AR4-17 1847024.489 6444091.815 177.64 BGX-103 SS-ARS-18 1847043.622 6438743.461 253.7 BGY-102 SS-ARS-87 1845160.63 6437116.936 253.48 BGY-104 SS-AR4-18 1846965.073 6444091.804 173.21 BGX 103 SS AR5 19 184 7038.585 6439489. 778 246.41 BGY-102 SS ARS-88 1845143.431 6437127.142 253.67 BGY 104 SS-AR-4-19 1846985.073 6444091 .808 177.43 BGX-103 SS-AR5-22 1844852.458 6436773.534 2BB.B9 BGY-104 SS AR5 89 1845025.121 6437197.353 250.19 BGY-104 SS-AR4-20 1847021.603 6444849.203 169.92 BGX-103 SS-AR5-26 1847109.004 6438743. 784 254.72 BGY-102 SS AR5 90 1845042.32 6437187.146 250.94 BGY-104 SS-AR4-22 1847141.018 6444848.977 168.65 BGX-103 SS-AR5-27 1847093.712 6438743.708 254.29 BGY 102 SS ARS-91 1845059.519 6437176.939 252.44 BGY-104 SS-AR4-23 1847104.941 6444849.46 170.59 BGX-103 SS-AR5 28 1847078.421 6438743.633 254.09 BGY-102 SS-AR5-92 1845512.342 6437531.544 249.76 BGY-104 SS-AR4-24 1847081.018 6444849.091 170.38 BGX-103 SS-AR5-32 184 7008.822 6438743.289 252.95 BGY-102 SS AR5-94 1845530.257 6437495.78 248.62 BGY 104 SS-AR4-25 1847061.018 6444849.128 170.17 BGX-103 SS-AR5-33 1844767.868 6436822.907 289.54 BGY-104 SS AR5 95 1845539.215 6437477.898 248.89 BGY-104 SS-AR4-26 1846902.189 6444849.428 165.44 BGX-103 SS AR5 34 1846899.245 6439489.778 243.87 BGY 102 SS-AR5 CP34-1 1847074.082 6439887.771 239.98 BGY 102 SS-AR4-2B 1846942.189 6444849.352 168.76 BGX-103 SS-AR5-36 1846959.245 6439489. 778 245.01 BGY 102 SS-ARS CP34-2 1846996.172 6439886.761 239.25 BGY-102 SS-AR4-29 1846962.375 6444849.552 169. 74 BGX-103 SS-AR5 .38 1846979.245 6439489. 778 245.45 BGY-102 SS AR5-CP35 1 1847077.063 6439092.325 251.25 BGY 102 SS-AR4-30 1846982.189 6444849.277 169.82 BGX-103 SS-AR5-39 1846999.245 6439489. 778 245.82 BGY-102 SS AR5 CF35 2 1847002.576 6439092.25 248.39 BGY 102 SS-AR4-31 1846959.295 6445598.64 159.37 BGX-102 SS-ARS-40 1847077.92!; 6439489. 778 246.22 BGY-102 SS AR5-CP36-1 184 7078.314 6438409.306 257.96 BGY-103 SS-AR4-32 1846901.761 6445587 .288 157.07 BGX-102 SS-AR5 41 1844785.141 6436812.825 289.44 BGY 104 SS AR5 CP36 2 1846999.805 6438417.317 256.14 BGY-103 SS-AR4-33 1846921.382 6445591.16 158.5 BGX-102 SS AR5 42 1846471.676 6437602.277 258.7 BGY 103 SS-AR5 CP36 3 1846979.908 6438419.347 255.57 BGY-103 SS-AR4-34 1846997.208 6445606.121 159.45 BGX-102 SS AR5 43 1844802.414 6436802. 744 289.33 BGY-104 SS-AR5-CP36-4 1846960.012 6438421.377 255.37 BGY-103 SS-AR4-35 1846780.372 6446230.415 146.85 BGX 102 SS AR5 4-4 1846490.231 6437567. 743 259.36 BGY-103 SS AR5 CP37-1 1846802. 792 6437796.61 261.03 BGY 103 SS-AR4-36 1846742.806 6446218.485 148.77 BGX-102 SS-AR5-45 1846443.666 6437654.436 257.B BGY-103 SS-AR5 CP37 2 1846746.356 6437850.487 260.23 BGY 103 SS-AR4-37 1846565.27 6446904.309 142.79 BGX-102 SS-ARS-46 1846453.124 6437636.813 258.0B BGY-103 SS-AR5 CP38-2 1846311.547 6437460.944 257.33 BGY-103 (!)
:;=:

SS-AR4-3B 1846527.736 6446892.276 142.55 BGX-102 SS AR5 47 1844819.687 6436792.662 289.24 BGY 104 SS-AR5 CP38 3 1846306.631 6437480.33 257.1 BGY-103 0 SS-AR4-39 1846602.803 6446916.342 142.95 BGX-102 SS AR5 48 1B«BB5.229 6436754.406 2BB.77 BGY 104 SS-AR5-CP38 4 1846301. 715 6437499.717 256.87 BGY-103 N SS-AR4-40 1846621.848 6446922.448 142.73 BGX-102 SS-AR5 49 1844902.502 6436744.325 2BB.7 BGY-104 SS-AR5-CP38-5 1846282.311 6437575.023 256.66 BGY-103 0 <D
SS-AR-4-41 1846640.893 6446928.553 143.45 BGX-102 SS-AR5-50 1844919. 775 6436734.243 288.55 BGY-104 SS-AR5 CP38-6 1846277.457 6437593.537 256.91 BGY 103 I SS-AR4-43 1846678.984 6446940. 765 143.42 BGX-102 SS-AR5-51 1844729.956 6436764.95 290.04 BGY-10-4 SS-AR5 CP38- 7 1846272.596 6437612.091 256.89 BGY-103 e.,
(!)
SS-AR4-CP27-1 1846715.286 6446534.975 144.9 BGX-102 SS-AR5-52 1844937.048 6436724.161 288.35 BGY-104 SS-AR5 CP39 2 1845944.512 6437527.221 252.52 BGY-104 PURPLE LINE EXTENSION m
SECTION 2 I
SS-AR4-CP27-2 1846648.605 6446513.706 145.64 BGX-102 SS AR5-53 1844747.229 6436754.868 290.09 BGY 104 SS-AR5-CP40 3 1845323.256 6437173.7 250.72 BGY-104 0 SS-AR4-CP28-1 1846903.095 6445939.62 153.06 BGX-102 SS ARS-54 1844764.502 6436744. 786 290.11 BGY-104 SS-AR5-CP40-5 1845300.138 6437206.343 250.37 BGY-104 APPROVED FDR CONSTRUCTION �
N
- SS-AR4-CP28-2 1846837.036 6445919.897 153.01 BGX-102 SS-ARS-55 1844781.775 6436734. 704 290.04 BGY-104 SS-ARS CP40 6 1845288.578 6437222.664 250.11 BGY 104 APPROVED FOR CONSTRUCTION, AS NOTED - SS-AR4-CP28-3 1646817.872 6445914.175 152.42 BGX-102 SS-ARS-65 1844847.317 6436696.449 289.74 BGY-104 SS-AR5 CP40- 7 1845277.019 6437238.985 249.91 BGY-104 � SS-AR4-CP29-1 1847047.096 6445251.514 160.81 BGX-103 SS-ARS-66 1847097.925 6439489. 778 246.02 BGY-102 SS-AR5 CP40 8 1845232.551 6437301.773 249.02 BGY 104 z SS-AR4-CP29-2 1846969. 787 6445245.057 164.61 BGX-103 SS-AR5-67 1844864.59 6436686.367 289.67 BGY 104 SS AR5-CP40-9 1845220.992 6437318.094 248.87 BGY-104 0 >---
SS-AR4-CP30-3 1847063.101 6444456.525 174.32 BGX 103 SS AR5-6B 1847030.306 6440281.619 235.91 BGY-102 SS AR5 CP40 10 1845209.433 6437334.416 248.85 BGY 104 u SS-AR4-CP30-4 1846984.269 6444456.145 173.87 BGX-103 SS-AR5-69 1846991.924 6440281 .619 235.29 BGY-102 SS AR5 CP40-12 1845186.315 6437367.0SB 248.17 BGY 104 METRO REP !E..ilENTA.TIVE DATE :::,
SS-AR4-CP30-5 1846964.27 6444456.048 173.6 BGX-103 SS-AR5-70 1B470BB.6BB 6440281.619 236.39 BGY-102 SS AR5 CP40-9 1845221.0 - "/2.:Z,J,t 6437318.1 248.87 BGY-104 </},,_,,,, �
SS-AR4-CP31-1 1847054.027 6443731.683 183.45 BGX-103 SS AR5 71 184 7068.688 6440281.619 236.13 BGY-102 SS AR5 CP40 10 1845209.4 6437334.4 248.85 BGY-104 U)
SS-AR4-CP31 2 1846984.319 6443731.347 183.28 BGX 103 SS AR5 72 1844893.041 6436845. 143 282.03 BGY-104 SS-AR5-CP40-12 1845186.3 . z
6437367.1 248.17 BGY-104 0
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INSTRUMENTATION ID NORTHING (FT) EASTING (FT) OEPTH (FT) STREET SETTLEMENT (IN) �

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6446095.401 L/BOO
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DS-R4-01 1846967.356 120 N HAMEL DR ACTION LEVEL 0.35 [XJ IIO EXCEl'IIOMi D �Pl'flOVEOUIIOTEO I�
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DS-R5-01 1846808.684 6438162.684 140 S LINDEN DR a::

OS-R5-02 1845404.98 6437502. 983 110 S LASKY DR
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TRANSPORTATION, FEDERAL TRANSIT CHECKED BY BG-602 0 �
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SHEET NO a::

THE STATE OF CALIFORNIA.

DATE i,i as5ociatio11 with --Expect Excellence- SHEET 2 � REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION 10/30/2019 c:; 11/27/2019 JF
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AP!'ROYED FOR CONSTRUCTION. AS NOlED '[]
-•u�aO,-enn, p, - -1 · ,, .. , ... , . �· "JO'"'.-nl,..,.. --- Date
UMP RS-17 42 RCP SO 1847042.231 6439687.124 242.73 BGY 112 UMP-RS-62 21 VCP SS BHSS 1846850.945 6437885.403 261.43 BGY-113 UMP RS-64 12 BHWS 1846771.341 6437792.597 260.44 BGY 113 UMP RS 61 21 VCP SS BHSS 1846851.327 6437947.722 260.58 BGY-113 UMP RS 60 12 BHWS 1846998.025 6438146.626 260.33 BGY 113 UMP RS 59 12 BHWS 1846955.972 6438146.626 258.7 BGY 113 UMP-RS-65 8 CONC SS 1846537.059 6437661.612 258.n BGY-113 UMP-RS 58 42 RCP SO 1846958.839 6438154.037 258.87 BGY lU UMP-RS-57 42 RCP SO 1847007.583 6438177.944 260.26 BGY-113 UMP RS 66 8 CONC SS 1846608.963 6437661.742 260.6 BGY 113 UMP RS-56 16 BHWS 1847020.011 6438182.675 260.43 BGY 113 UMP RS 55 16 BHWS 1847015.759 6438199.791 259.3 BGY 113 UMP RS-38 16 DI BHWS 1847055.441 6438978.944 252 BGY 112 UMP-R5-54 15 VCP SS BHSS 1847067.666 6438374.126 258.37 BGY-113 UMP-RS 67 42 RCP SD 1846293.036 6437556.771 256.64 BGY 113 UMP RS-53 15 VCP SS BHSS 1847073.044 6-438374.306 258.4 BGY 113 UMP RS-52 42 RCP SO 1847061.124 6438375.023 258.33 BGY 113 UMP RS 1 18 VCP SS BHSS 1847043.949 6440380.326 234.43 BGY 112 UMP RS 68 8 BHWS 1846287.348 6437555.558 256.51 BGY 113 UMP-RS-51 16 BHWS 1847014.533 6438383.085 257.96 BGY-113 UMP-RS-50 15 VCP SS BHSS 1847018.872 6438411.67 257.59 BGY-113 UMP RS 18 18 VCP SS BHSS 1847060.791 6439779.598 242.86 BGY 112 UMP RS-2 42 RCP SD 1847038.899 6440287.124 234.46 BGY-112 UMP RS 49 15 VCP SS BHSS 1847070.980 6438578.308 256.24 BGY 112 UMP-R5-3 18 VCP SS BHSS 1847056.746 6440379.524 234.38 BGY-112 UMP RS-69 42 RCP SO 1846305.716 6437520.483 256.77 BGY-113 UMP RS-48 6 CMP SO 1847066.309 6438578.105 256.21 BGY 112 UMP RS 4 16 DI BHWS 1847060.982 6440378.568 234.32 BGY 112 UMP RS-47 42 RCP SO 1847059.334 6438579.135 256.16 BGY 112 UMP-RS-70 42 RCP SO 1846292.756 6437517.031 256.58 BGY-113 UMP-RS-46 10 OU AT&T 1846997.709 6438581.601 254.31 BGY-112 UMP-RS-45 16 BHWS 1847012.947 6438581.825 255.83 BGY 112 UMP RS-81 8 BHWS 1845240.835 6437284.183 249.33 BGY 114 UMP RS 71 6 DU SCG & 8 BHWS 1846286.136 6437514.046 256.49 BGY 113 UMP RS 5 18 VCP SS BHSS 1847048.918 6440247.853 236.44 BGY 112 UMP RS-44 16 OU AT&T 1847024.558 6438683.059 254.39 BGY 112 UMP-RS-43 16 OU AT&T 1847062.439 6438699.002 254.46 BGY 112 UMP-RS-6 6 MP SCG 1847062.691 6440180.258 237.41 BGY-112 UMP-RS-42 16 BHWS 1847023.859 6438729.35 25-4.1-4 BGY-112 UMP RS 19 16 DI BHWS 1847051.256 6439779.188 242.81 BGY 112 UMP-R5-41 18 VCP SS BHSS 1847073.062 6438778.719 253.7-4 BGY-112 UMP-RS-40 6 CMP SO 1847065.241 6438779.237 253.71 BGY 112 UMP-RS-7 42 RCP SO 1847040.155 6440087.124 237.61 BGY-112 UMP-RS-16 12 DI BHWS 18-47015.253 6439837.684 2.l9.56 BGY-112 UMP RS-73 10 VCP SS BHSS 1845775.652 6437488.471 250.29 8GY 114 UMP RS 39 16 DI BHWS 1847056.763 6438779.453 253.68 BGY 112 UMP RS 8 8 BHWS 1847049.2 8440180.029 237.55 BGY 112
UMP-RS-20 6 MP SCG 1847065.108 6439779.166 242.9e BGY-112 UMP-RS 15 12 DI BHWS 1847054.532 6439838.116 242.33 BGY-112 UMP-RS 9 24 VCP SS BHSS 1847057.972 64-40179.366 237.48 BGY 112 UMP-RS-37 18 VCP SS BHSS 1847071.657 6438887.124 252.18 BGY-112 UMP RS 36 6 CMP SO 1847063.97 6438887.124 252.09 BGY-112 UMP-RS 35 18 VCP SS BHSS 1847021.537 6439153.144 250.19 BGY 112 UMP-RS-75 8 BHWS 1846090.334 6437473.264 254.28 BGY-113 UMP RS-21 6 MP SCG 1847065.983 6439�79.757 245.29 BGY 112 UMP RS-34 18 VCP SS BHSS 1847060.432 6439159.09 251.01 BGY 112 UMP-RS 10 4 MP SCG & 8 BHWS 1847012.604 6440163.958 237.67 BGY-112 UMP-RS-33 18 VCP SS BHSS 1847070.57 6439179.203 250.94 BGY-112 UMP RS-32 6 CMP SO 1847063.227 6439092.855 250.86 BGY 112 UMP R5-76 8 BHWS 1845890.619 6437-472.297 251.78 BGY 114 UMP RS 31 8 BHWS 1847054.805 6439093.593 2�0.78 BGY 112 UMP RS 30 48 RCP SO 1847060.442 6439252.527 249.95 BGY 112 UMP RS 63 12 BHWS 1846716.815 6437793.365 260.56 BGY 113 UMP-RS-29 18 VCP SS BHSS 1847069.401 6439287.124 248.92 BGY-112 UMP RS-28 4 STL SCG 1847066.39 6439379.085 248.68 BGY 112 UMP RS-22 4 OU AT&T 1847069.868 6439579.541 245.28 BGY 112 UMP RS-27 10 VCP SS BHSS 1847049.893 6439379.538 247.97 BGY 112 UMP RS-14 6 MP SCG 1847063.653 6-439887.256 240.32 BGY 112 UMP RS-26 48 RCP SO 1847043.98 6439380.17 247.94 BGY 112 UMP-RS-25 18 VCP SS BHSS 1847059.278 6439461.325 246.85 BGY-112 UMP RS-23 42 RCP SO 1847043.538 6439487.124 245.4 BGY-112 UMP-RS-79 8 VCP SS BHSS 1845269.72 6437303.05 249.13 BGY-114 UMP-RS 78 18 VCP SS BHSS 1845792.073 6437452.717 251.17 BGY 114 UMP.,:,-RS-83 BENEDICT CANYON RCB SO 1845265.795 6437255.126 249.69 BGY-114 UMP RS 84 8 BHWS 1845261.221 6437251.676 249.8 BGY 114
UMP-RS-74 8 BHWS 1846000.550 6437473.988 252.44 BGY-114 UMP RS 82 8 VCP SS BHSS 1845289.133 6437271.626 249.61 BGY 114 UMP R4-191 6 MP SCG 1847054.7090 6441673.127 217.0601 BGX 114 UMP-RS BO BENEDICT CANYON RCB SD 1845245.287 6437287.41 249.2 BGY 114 UMP RS-85 4 SCG 1845287.588 6437270.002 249.61 BGY 114
UMP RS-72 10 VCP SS BHSS 1845780.644 6437489.962 251.4 BGY 114 UMP-RS 86 4 SCG 1845267.008 6437301.545 249.13 BGY 114
UMP RS 77 16 DI BHWS 1845670.687 6437472.03 250.01 BGY 114 UMP-RS-87 8 BHWS 1845466.787 6437470.866 249.83 BGY-114 UMP-R4-190 18 VCP SS BHSS 18-47050.067 6441683.190 216.9502 BGX-114 UMP R4-189 6 MP SCG 18-47053.642 6441830.394 215.8140 BGX-114 UMP R4-188 10 VCP SS BHSS 1846447.692 6447208.223 140.4097 BGX 111 INSTRUMENTATION ID UTILITY NORTHING [FT) EASTING (FT) ELEVATION (FT) SHEET NO.

UTILITY MONUMENT POINT (UMP) (CONTINUED) ttt
t-�-iU�M�P�-�R�S-'°7�1�1 �-t-��-4�2:;-'aCR �P,:,aSD;:-��-t---,�81�4�7iOi14 ��. 76 �1,---+--:6�4;;';;983 88,a;; 0�.0�_,1 f-�-,;2�3��4�.�1 �-+��B�G�-_:_1�1 2�--i UMP-RS 12 8 BHWS 1847050.674 6439 7.287 239.77 BGY-112
t-�-fU�M�P�-�R�5""731;-�--if-�--,8:;-;VC:,;;P�S�S;,";B�H�S��--1..-�1�84,.;;;�50 �9�7. �6�9,--+-;6�4,;:;9883 7��23 ;...-1-��2��.�0 2��2 �-+��8�G�--'-1�1 2�--i BGX 113
BGX 113
BGX 113
BGX-111
BGX 114
BGX-114
BGX 113
BGX-113
BGX 113
BGX 114
BGX-113
BGX 113
BGX 113
BGX 113
BGX 114
BGX 113
BGX 113
BGX 114
BGX 113
BGX 113
BGX 113
BGX 114
BGX 114
BGX 113
BGX 111
BGX 114
BGX 113
BGX 113
BGX 113
BGX 114
BGX 111
BGX-114
BGX-113
BGX 113
BGX-114
BGX 113
BGX 111
BGX-113
BGX 113
BGX 113
BGX 113
BGX 113
BGX-113
BGX 113
BGX 113
BGX 113
BGX 114
BGX 113
BGX-114
BGX 114
BGX 113
BGX 111
BGX 113
BGX 113
BGX 113
BGX 113
BGX-113
BGX 114
BGX 114
BGX 114
BGX 114
BGX 114
BGX 114
BGX 114
BGX-114
BGX 114
BGX 114
BGX 114
BGX 114
BGX-114
BGX-114
BGX 114
BGX 114
BGX 114
BGX 114
BGX-114
BGX 114
BGX 114
BGX 114
BGX-114
BGX 114
BGX 114
BGX-114
BGX 114
BGX 114
BGX 114
BGX 114
BGX 114
BGX 114
BGX 114
BGX 114
BGX 114
SHEET NO.
213.87
170.82
196.02
195.81
214.04
195.95
172.56
194.14
170.86
193.92
213.51
213.63
172.67
200.1
191.02
190.98
200.21
216.58
170.79
209.73
200.31
213.71
191.01
204.15
213.88
172. 71
204.31
185.93
172.76
186.01
170.71
214.19
210.68
204.35
185.79
17-4.62
204.34
170.42
216.6
211.4
207.76
184.87
184.83
184.35
207.88
212.87
182.56
216.24
174.77
207.99
170.09
174.73
214.06
169.76
182.6
176.49
212.77
182.47
209.96
168.8
210.2
178.8
174.82
214.38
212.61
210.28
178.91
178.87
216.36
178.77
210.72
176.7
214.75
211.06
168.77
176
210.36
178.83
176.21
208.73
176.77
216.29
210.62
168.76
176.76
211.17
211.95
140.829
140.4611
140.7218
1-40.6617
140.7362

EUEVATION (FT)
6443658. 742
6443779.421

EASTING (FT)
6442029.417
6441980.908
6443658.396
6443779.556
6442319.198
6443649.557
6443780.405
6443580.063
6441992.076
6443975.138
6447210.907
6442276.04
6443579.398
6441978.828
6443978.847
64-43579.108
6442317.114
6443979.61
6442050.228
6444980
6443379.814
6443980.483
6443379.157
6442348.893
6441922.549
6443379.203
6443980. 701
6444979.817
6442422.308
6444179.554
6441779.901
6442054.982
6443270.564
6444180.31
6442372.442
6443260.544
6442056.171
64-43180.-462
6444180.477
6444210.451
6443179.318
6441779.306
6444223.303
6443179.011
6442181.903
6442378.651
6444979.54
6441779.01
6444237.205
6442068.65
6442980.294
6442979.934
6444379. 765
6444868.667
6444379.78
6442977.936
6442080.237
6441778.72
6444.380.071
6442379.382
6442779.826
6447223.159
6444380. 70-4
6442778.899
6444579.621
6444827.203
6442778.481
64-42380.661
6442180.237
6442178.355
6444579.86
6441756.454
6442778.194
6444579.967
6442560.231
6444580.307
6442579.186
6444812.027
6442391.255
6442229. 700
6444779.37
64-47228.217
6442577.677
6444780.591
6444779.9
6442462.312
6442179.873
6444780.277
6447220.282
6-447223.844
1847003.836
1847044.886
1847004.99
1847038.671
1847001.-431
1847054.813
1847020.782
1847001.986
1847002.123
1847038.181
1846500
1847049.831
1847015.666
1847040.318
1847040.306
1847043.477
1847049.311
1847021.706
1847022.779
1847032.65
1847055.155
1847032.-461
1847019.709
1847039.143
1847032.081
184 7038.811
1847054.619
1847039.886
1846999.913
1847001.796
1847048.846
1847037.153
1847051.730
1847044.291
18-47041.639
1847041.668
1847068.3
1847060.401
1847052.148
1847042.41
18-47010.509
1847052.87
1847016.844
1847068.84
1847040.321
1847042.466
1847058.13
1847036.599
1847042.167
1847004.669
1847018.695
1847034.29
1847023.318
1846974.183
1847043.833
1847040.613
1847029.63
1847048.123
1847039.108
1847058.454
1847055.808
1847034.374
1847039.998
184 7040.136
1847026.688
1847054.893
1847003.439
1847025.467
1847025.324
1847040.003
1846514.643
1847059.887
1847001.982
1646987.439
1847004.992
1847053.507
1847043.448
1847055.274
1847055.423
1847033.385
1847042.965
18470-49.642
1847020.438
1847039.998
1846497.706
1847002.877
1846-455.896
1847000.977
1847050.099
1847038.807
1847038.968
1846488.073

NORTHING (FT)
48 RCP SD
48 RCP SD
8'x7.5' RCB SD
4 MP SCG
48 RCP SD
24 VCP SS BHSS
8'x7.5' RCB SO
14 DU AT&T

UTILITY
21 VCP SS BHSS
2 CWD AT&T
39 RCP SD
14 DU AT&T
4 Sn. SCG
14 DU AT&T
16 DI BHWS
42 RCP SD
42 RCP SD
21 VCP SS BHSS
8 DI BHWS
42 RCP SO
14 DU AT&T
21 VCP SS BHSS
21 VCP SS BHSS
14 DU AT&T
24 VCP SS BHSS
12 DI BHWS
16 MID AT&T
21 VCP SS BHSS
16 DI BHWS
48 RCP SD
6 MP SCG
2-4 VCP SS BHSS
48 RCP SD
6 MP SCG
14 OU AT&T
48 RCP SD
14 DU AT&T
10 DU SCE
3 3 1/2 SCE
2 CWD AT&T
6 SCG
42 RCP SD
2 MP SCG
4 MP SCG
6 MP SCG
48 RCP SD
2 CWD AT&T
14 OU AT&T
48 RCP SD
48 RCP SD
14 OU AT&T
24 VCP SS BHSS
10 DU SCE
48 RCP SD
21 VCP SS BHSS
4-5" SCE
15 OU AT&T
42 RCP SD
21 VCP SS BHSS
42 RCP SD
42 RCP SD
48 RCP SD
42 RCP SD
4 MP SCG
21 VCP SS BHSS
4 MP SCG
14 DU AT&T
2 CWD AT&T
14 DU AT&T
16 DI BHWS
24 VCP SS BHSS
48 RCP SD
24 VCP SS BHSS
3 3 1/2 SCE
21 VCP SS BHSS
24 VCP SS BHSS
27 RCP SD
14 DU AT&T
12 DI BHWS
16 DI BHWS
20 AT&T
48 RCP SD
48 RCP SD
14 DU AT&T
2-4 VCP SS BHSS
24 VCP SS BHSS
24 VCP SS BHSS
18 VCP SS BHSS
12 VCP SS BHSS
18 VCP SS BHSS
14 OU AT&T & 2 MP SCG
UMP-R4-147
UMP-R4-134
UMP R4 117
UMP-R4-94
UMP-R4-161
UMP R4 116
UMP-R4-135
UMP R4 133
UMP-R4-103
UMP R4 142
UMP-R-4-118
UMP R4-104
UMP-R4-99
UMP-R4-115
UMP-R4-136
UMP R4 146
UMP-R4-114
UMP-R4-105
UMP-R4-148
UMP-R4-137
UMP R4 95
UMP-R4 132
UMP-R4-98
UMP-R4-123
UMP-R-4-102
UMP-R4 151
UMP-R4-127
UMP R4 149
UMP-R4-119
UMP R4 145
UMP R4-113
UMP R4-112
UMP-R4-101
UMP-R4-93
UMP-R4 138
UMP R4-96
UMP R4-125
UMP R4-124
UMP R4 120
UMP-R4-139
UMP-R4-106
UMP-R4-126
UMP-R4-130
UMP R4-121
UMP-R4-100
UMP-R4-111
UMP R4 107
UMP-R4-140
UMP R4 171
UMP-R4-110
UMP R4 129
UMP-R4-143
UMP R4-181
UMP R4 150
UMP R4 141
UMP-R4-97
UMP R4 109
UMP-R4 108
UMP R4 128
UMP-R4-122
UMP-R4-152
UMP R4 156
UMP-R4-174
UMP-R4-173
UMP R4 176
UMP-R4-170
UMP-R4-158
UMP R-4 164
UMP R4 177
UMP R4 172
UMP-R4-157
UMP-R4-169
UMP R4 159
UMP-R4-178
UMP-R4-168
UMP R4-163
UMP-R4-165
UMP-R4-179
UMP R4 167
UMP R4 154
UMP-R4-162
UMP-R4-160
UMP R4-153
UMP-R4-144
UMP-R4-166
UMP R4 182
UMP R4-186
UMP-R-4-183
UMP R4 185
UMP R4-187
UMP-R-4-184

INSTRUMENTATION ID
UTILITY MONUMENT POINT (UMP) (CONTINUED)t+i
6445428.925 162.6 BGX 113
6446730.125 144.06 BGX 112
6446911.931 142.55 BGX 112
6446155.936 150.64 BGX 112
6445726.686 157.03 BGX 112
6446526.249 145.79 BGX-112
6446156.827 150.64 BGX 112
6446910.191 142.52 BGX-112
6446921.635 142.75 BGX 112
6445574.583 159.47 BGX-112
6446443.489 146.56 BGX-112
64-45763.876 155.44 BGX 112
6445620.586 158.44 BGX-112
6446146.788 150.45 BGX 112
6445196.898 165.65 BGX-113
6445765.614 155.53 BGX-112
6446529.688 145.92 BGX-112
6447103.763 1-41.22 BGX-112
6446442.314 146.99 BGX-112
6445382.977 163.29 BGX-113
6446924.457 142.81 BGX-112
6-445181.184 165.89 BGX 113
6445437.356 161.82 BGX 113
6446436.221 146.68 BGX-112
6446539.392 146.34 BGX-112
6446774.044 144.29 BGX-112
6-445579.759 159.98 BGX-112
6446159.7 150.59 BGX-112
6445773.678 155.96 BGX-112
6446163.039 147.66 BGX-112
6445970.843 152.56 BGX-112
6446768.617 142.37 BGX-112
644692-4.843 142.82 BGX-112
6447116.196 1-41.-47 BGX 112
6445967.65 152.8 BGX-112
6446215.802 147.18 BGX 112
6445773.898 155.92 BGX 112
6445964.73 152.76 BGX 112
6446542.214 146.29 BGX 112
6447113.395 141.43 BGX 112
6446435.045 147.11 BGX-112
6445606.047 159.39 BGX-112
6446929.402 142.9 BGX 112
6446736.672 144.47 BGX-112
6446354.967 147.88 BGX-112
6445180.238 165.8 BGX 113
6446542.6 146.26 BGX 112
6445806.329 154. 78 BGX 112
6445040.896 167.8 BGX 113
6445480.591 160.87 BGX-113
6445776.247 155.78 BGX 112
6445382.665 163.23 BGX-113
6445579.813 159.97 BGX-112
6445381.975 163.2 BGX 113
6446733.333 144.59 BGX-112
6447014.219 142.28 BGX-112
6445456.005 162.05 BGX-113
6446301.573 1-48.64 BGX-112
6445963.912 152.73 BGX 112
6445778.77 155.54 BGX-112
6446545.939 145.18 BGX 112
6445479.603 161.51 BGX-113
64-46336.377 1-47.91 BGX-112
6446353.784 148.22 BGX-112
6447088.393 141.22 BGX-112
6445381.667 163.07 BGX 113
64-46732.947 1-44.6 BGX-112
6446719.051 141.79 BGX-112
64-47072.396 141.36 BGX 112
6445790.277 155.56 BGX-112
6445955.859 152.48 BGX-112
6447087.539 141.32 BGX 112
6447073.251 1-41.16 BGX-112
6446337.533 147.93 BGX-112
6446350.445 148.14 BGX-112
6445583.197 159.91 BGX-112
6445457.058 161.34 BGX-113
6445180.236 165.69 BGX-113
6446348.943 148.11 BGX-112
6445798.151 154.87 BGX 112
6446730.182 141.99 BGX-112
6446720.421 142.12 BGX 112
6445179.637 165.2 BGX-113
6445954.093 152.43 BGX-112
6446347.742 148.07 BGX-112
6447081.341 1-41.19 BGX 112
6447080.486 1-41.34 BGX-112
6445581.069 159.98 BGX 112
6444980.592 168. 72 BGX 113
6445378.098 162.82 BGX-113
EASTING (FT)::t:::'.'.EUE'.'.'.:::AV �TI�ON�:FT)( ::::::i:=SHEET NO. 644;�16:511 1-41.48 �
1846545.591
1846782.381
1846950.35
1846813.566
1847011.332
1846494.41
1847031.341
1846691.642
1846884.86
1846718.397
1846660.915
1846593.94
1846602.519
1846891.816
1846776.14
1846732.815
1846693.9
1846821.11
18-47046.6
1846999.211
1846836.419
1846590.561
1846530.661
1846588.58
1846694.198
1846492.28
1846928.89
1846735.371
1846983.64
1846712.828
1846961.168
18466-47.49
1846721.195
1846645.506
1846655.4 78
1846578.576
1846749.294
1846530.567
1846487.647
1846755.894
1846778.-495
1846705.886
1846528.438
1846588.578
1846778.676
1846891.027
1846871.584
1846763.367
1847047.137
1846968.019
184 7014.596
1846805.305
1847013.706
1846596.863
1846533.009
1847012.635
1846703.902
1847031.445
1846878.894
1846635.505
1846962. 912
1846924.806
1846604.938
1846894.234
1846834.488
1846626.888
1846985.273
1846977.578
1846935.676
1846-496.854
1846520.653
1846934.569
1846662. 799
1846867.566
1846936.944
1846550.582
1846892. 928
1846827.642
1846952.409
1846539.628
1846949.459
1846809. 789
1846976.836
1847002.846
1847030.368
1846965.088
1847006.797
1847038.378
1846996.024
1847036.598

NORTHING (FT)
1 D"K>.J4 / .1:10£
1846532.645
12 or BHWS
12 DI BHWS
48 RCP SD
6-3" IP AT&T
12 DI BHWS
10 DI BHWS
6 MP SCG
48 RCP SD
-48 RCP SO
8 H GAS
4-4" SCE

UTILITY
12 DI BHWS
12 OU AT&T
12 DI BHWS
12 DI BHWS
8 VCP SS BHSS
48 RCP SD
6 MP SCG
12 01 BH'NS
4-4• SCE
14 LIU Altll:I
12 DI BHWS
48 RCP SD
42 RCP SD
33 RCP SD
48 RCP SD
14 DU AT&T
14 DU AT&T
14 OU AT&T
16 DI BHWS
48 RCP SD
6-4" SCE
54 PIPE BHWS
12 DI BHWS
12 01 BHWS
6 MP SCG
8 DI BHWS
48 RCP SD
48 RCP SO
12 Dl BHWS
14 DU AT&T
6-3" IP AT&T
48 RCP SD
12 DI BHWS
12 DI BHWS
54 DWPWS
6 SCG
48 RCP SO
6 MP SCG
48 RCP SD
14 DU AT&T
27 RCP SS BHSS
42 RCP SD
4 MP SCG
6 MP SCG
48 RCP SD
54 PIPE BHWS
6 MP SCG
6-4" SCE
12 DI BHWS
30 RCP SD
30 RCP SS
12 DI BHWS
14 DU AT&T
14 DU AT&T
54 OWPWS
14 DU AT&T
10 VCP SS BHSS
10 VCP SS BHSS
18 VCP SS BHSS
12 VCP SS BHSS
10 VCP SS BHSS
10 VCP SS BHSS
12 VCP SS BHSS
10 VCP SS BHSS
10 VCP SS BHSS
12 VCP SS BHSS
24 VCP SS BHSS
18 VCP SS BHSS
10 VCP SS BHSS
24 VCP SS BHSS
24 VCP SS BHSS
24 VCP SS BHSS
15 VCP SS BHSS
12 VCP SS BHSS
10 VCP SS BHSS
12 VCP SS BHSS
15 VCP SS BHSS
18 VCP SS BHSS
24 VCP SS BHSS
8" CONC SS BHSS
14 DU AT&T & 12 01 BHWS
UMP-R4-17
UMP-R4-58
UMP-R4-25
UMP-R4-41
UMP-R4-8
UMP-R4-67
UMP-R4-9
UMP-R4-59
UMP-R4-57
UMP-R4-26
UMP-R4-42
UMP-R-4-16
UMP-R4-2-4
UMP-R4-50
UMP-R4-43
UMP-R4-40
UMP-R4-7
UMP-R4-10
UMP-R4-27
UMP-R4-33
UMP-R4-70
UMP-R4-66
UMP-R4-73
UMP-R4-56
UMP-R4-39
UMP R4-49
UMP-R4-60
UMP-R4-6
UMP-R4-71
UMP-R4-23
UMP-R4 28
UMP-R4-61
UMP-R4-11
UMP-R4-44
UMP-R4-55
UMP-R4-5
UMP-R4-62
UMP-R4-72
UMP-R4-22
UMP-R4-38
UMP-R4-12
UMP R4 91
UMP-R-4--45
UMP-R4-18
UMP-R4-21
UMP-R4-29
UMP-R4-34
UMP-R4-13
UMP-R4-37
UMP-R4-4
UMP-R4-�
UMP-R4-51
UMP-R4-69
UMP-R4-46
UMP-R4-63
UMP-R4-53
UMP-R4-30
UMP-R4-65
UMP-R4-3
UMP-R4-20
UMP-R4-36
UMP-R4-52
UMP-R4-14
UMP-R4-32
UMP-R4-81
UMP-R4-47
UMP-R4-31
UMP-R4-19
UMP-R4-68
UMP-R4-48
UMP-R4-15
UMP-R4-86
UMP-R4-64
UMP R4 74
UMP-R4-92
UMP-R4-75
UMP R4-87
UMP-R4-79
UMP-R4-88
UMP R4 83
UMP-R4-54
UMP-R4-80
UMP-R4-89
UMP-R4-82
UMP-R4-78
UMP-R4-76
UMP-R4-77
UMP-R4-90
UMP-R4-85
UMP-R4-84

INSTRUMENTATION ID
UMP·-R4-1
UMP-R4-2
UTILITY MONUMENT POINT (UMP) l+l
0 10130/201

APP REG NO

THE PREPARATION OF THIS

DRA'MNG 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, ANO IN PART BY THE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA.

REV DATE
PL
BY
JJT 2677 6/3012020

EXPIRES

JOSEF J TOOTLE

SEAL HOLDER
AFC I DU 4.2.1

DESCRIPTION
11/27/2019 JF
l- I ILV-�UOU IUI L·M I /-\·U I.) !U.J· I.U=>.l--VU I .UU t-aget=>OTLtl BU :I: ILDING SETILEMENT REFERENCE MARKER (BS) e BUILDING SETILEMENT REFERENCE MARKER (BS) (CONTINUED) e BUILDING SETTLEMENT REFERENCE MARKER (BS) (CONTINUED) e c, INSTRU�ENTATION ID NORTHING (FI J EASTING lF11 SHEET NO. BUILDING ADDRESS INSTRUMENTATION ID NORTHING rq1 EASTING Ii. I } SHEET NO. BUILDING ADDRESS INSTRUMENTATION ID NORTHING v- ,, EASTING v- I SHEET NO. BUILDING ADDRESS r-,
BS-R4-1 1846593.0 6446558.5 BGX 102 8654 'MLSHIRE BL 'VU BS-R4-102 1846908.3 6442671.7 BGX-104 9230 wtLSHIRE BLVD BS R4-205 1846656.0 6447047.2 BGX-101 8601 wtLSHtRE BL VD ....

BS-R4-2 1846590.7 6446589.2 BGX 102 8654 v.1LSHIRE BLVD BS-R4-103 1846911.0 6442101.5 BGX-104 9318 v.1LSHIRE BL VO BS R4 206 1846593.1 6447244.9 BGX 101 8545 v.1LSHIRE BLVD BS-R4-3 1846967.3 6442846.3 BGX-104 9218 'MLSHIRE BLVD BS-R4-104 1846911.0 6442045.8 BGX-104 9334 v.1LSHIRE BLVD BS R4 207 1846595.2 6447238.1 BGX-101 8549 v.1LSHIRE BLVD - BS-R4-4 1847068.1 6442803.0 BGX 104 9201 'MLSHIRE BL VD BS-R4-105 1846971.8 6442029.7 BGX-104 9334 wtLSHIRE BLVD BS R4-208 1846602.2 6447216.1 BGX 102 8545 v.1LSHIRE BLVD BS R4-5 1847068.3 6442718.0 BGX 104 9215 'MLSHIRE BLVD BS-R4-107 1846911.0 6441733.5 BGX-104 9360 'WILSHIRE BLVD BS R4 209 1846576.8 6447217.5 BGX 102 8545 'WILSHIRE BLVD BS-R4-6 1847065.2 6443132.9 BGX-104 9145 v.1LSHIRE BL VO BS-R4-108 1846973.6 6441709.3 BGX-104 9360 v.1LSHIRE BLVD BS R4-210 1846651.4 6446802.2 BGX-101 8635 v.1LSHIRE BLVD BS-R4-7 1847069.7 6443339.1 BGX-104 9111 WILSHIRE BLVD BS-R4-109 1847075.6 6442130.0 BGX-104 9301 'MLSHIRE BL VD BS-R4 211 1846605.0 6446957.6 BGY-103 8601 'WILSHIRE BL VD BS R4-8 1847016.8 6445610.0 BGX 102 8755 v.1LSHIRE BL VO BS-R4-110 1847066.1 6443119.7 BGX-103 9171 'MLSHIRE BLVD BS R4-212 1846520.6 6447241.2 BGY-104 8545 WILSHIRE BLVD BS-R4-9 1846723.7 6446212.4 BGX 102 8690 'MLSHIRE BL VD BS-R4-111 1847061.8 6444286.7 BGX-103 8949 WILSHIRE BLVD BS R4 213 ID"KlD28.9 64""°216.3 BGX 102 8689 WILSHIRE BL VD BS-R4-10 184681+.4 6446241.2 BGX 102 8685 v.1LSHIRE BL VO BS-R4-112 1847146.3 6444405.2 BGX-104 8949 v.1LSHIRE BLVD BS R4-214 1846838.2 6446183.3 BGX 102 8689 v.1LSHIRE BLVD BS-R4-11 1846495.8 6447351.6 BGX-101 8537 'MLSHIRE BLVD BS-R4-114 1847130.5 6442214.3 BGX-103 9301 WILSHIRE BL VD BS R4 215 1846774.9 6446044.4 BGX-102 8710 v.1LSHIRE BLVD BS R4-12 1846361.9 6447115.9 BGX 101 8560 'MLSHIRE BL VD BS-R4-115 1847128.2 6443127.8 BGX-103 9145 WILSHIRE BLVD BS-R4 216 1846785.4 6446008.9 BGX 102 8710 WILSHIRE BLW BS R4-13 1846410.6 6447114.5 BGX 101 8560 v.1LSHIRE BL VO BS-R4-116 1847147.7 6444583.6 BGX-104 8901 v.1LSHIRE BLVD BS R4 217 1846960.8 6444109.1 BGX 103 9014 WILSHIRE BL VD BS-R4-14 1846430.8 6447183.5 BGX 101 8554 WILSHIRE BL VD BS-R4-117 1847120.7 6444583.8 BGX-104 8901 'WILSHIRE BLVD BS-RS-1 1846435.2 6437670.2 BGY-103 149 S SPALDING DR BS-R4-15 1846340.1 6447186.0 BGX-101 8554 v.1LSHIRE BL VO BS-R4-118 1847077.9 6441702.4 BGX-104 9355 v.1LSHIRE BLVD BS-RS 2 1845923.7 6437542.6 BGY 103 224 S LASKY OR BS R4 16 1846411.6 6447151.6 BGX 101 8554 v.1LSHIRE BL VO BS-R4-119 1847130.5 6441689.3 BGX-104 9355 Vt'ILSHIRE BLVD BS-RS 3 1846096.6 6437547.2 BGY-103 208 S LASKY DR BS-R4-17 1846478.3 6446865.5 BGX 102 8624 V.,LSHIRE BLVD BS-R4-120 1847130.5 6441816.9 BGX-104 100 N CRESCENT OR BS-RS-4 1846098.2 6437634.7 BGY-104 208 S LASKY DR BS-R4-18 1846474.5 6446881.3 BGX 102 8620 Vt'ILSHIRE BL 'VU BS R4-121 1847104.9 6441829.6 BGX-104 100 N CRESCENT OR BS-RS 5 1846139.2 6437636.3 BGY 104 208 S LASKY DR BS-R4-19 1846520.1 6446889.7 BGX-102 8624 Vt'ILSHIRE BLW BS-R4-122 1847087.5 6441941.4 BGX-104 100 N CRESCENT DR BS RS 6 1846928.1 6440499.6 BGY-101 9494 WILSHIRE BL VD BS-R4 20 1846528.2 6446864.0 BGX 102 8624 Vt'ILSHIRE BLVD BS-R4-123 1847108.8 6441994.9 BGX-104 100 N CRESCENT DR BS-RS 7 1846980.0 6440500.0 BGY-101 9494 Vt'ILSHIRE BL VD BS R4 21 1846511.7 6446918.7 BGX 102 8620 'MLSHIRE BL VD BS-R4-124 1847117.2 6442027.1 BGX-104 9301 'MLSHIRE BL VD BS-RS-8 1846989.6 6440538.3 BGY-101 9494 WILSHIRE BLVD BS-R4-22 1846536.1 6446793.4 BGX 102 8634 WILSHIRE BL VD BS-R4-125 1847130.5 6442329.9 BGX-104 9245 v.1LSHIRE BLVD BS RS-9 1847130.2 6440482.8 BGY-101 6465 v.1LSHIRE BL VO BS-R4-23 1846464.4 6446792.9 BGX-102 8634 WILSHIRE BL VD BS-R4-126 1847070.3 6442339.6 BGX-104 9245 v.1LSHIRE BLVD BS RS 17 1845790.5 6437541.2 BGY 103 232 S LASKY OR BS-R4-24 1846554.4 644e729.3 BGX-102 8636 v.1LSHIR[ BL VO BS-R4-127 1847126.1 6442455.9 BGX-104 9245 v.1LSHIRE BLVD BS-RS-18 1845812.9 6437541.3 BGY 103 232 S LASKY OR "' BS-R4 25 1846582.6 6446680.7 BGX 102 8642 v.1LSHIRC BL VO BS-R4-128 � 1847069.7 6442455.6 BGX-104 9245 v.1LSHIRE BLVD BS RS 19 1845839.3 6437541.7 BGY-103 228 S LASKY DR 0 BS-R4-26 1846595.0 6446639.3 BGX 102 8648 WILSHIRE BL VD BS-R4-129 1847127.8 6442612.2 BGX-104 9229 v.1LSHIRE BLVD BS-RS-20 1845867.0 6437541.9 BGY 102 228 S LASKY OR N
BS-R4-27 1846490.5 6446730.5 BGX-102 8636 v.1LSHIRE BL VO BS-R4-130 1847132.0 6442525.8 BGX-104 9229 'MLSHIRE BL VD BS RS 21 1846992.8 6437996.6 BGY 102 9754 WILSHIRE BLVD ci BS-R4-28 1846607.6 6446597.2 BGX-102 8654 v.1LSHIRE BLVD BS-R4-131 1847069.5 6442525.6 BGX-104 9229 'MLSHIRE BL VD BS-RS-22 1846974.1 644-0281.6 BGY 102 9500 WILSHIRE BLVD I')
BS R4 29 1846620.9 6446557.7 8GX 102 0660 v.1LSHIRE BLVD BS-R4-132 1847069.3 6442587.9 BGX-104 9229 'MLSHIRE BL VD BS-RS 23 1846980.8 6440381.4 BGY-102 9504 'MLSHIRE BLVD � BS R4 30 1846612.5 6446467.9 BGX 102 8668 WILSHIRE BL VD BS-R4-133 1847128.8 6442675.2 BGX-104 9215 WILSHIRE BL VD BS RS 24 1846929.3 6440429.0 BGY 102 9504 v.1LSHIRE BLVD Q)
.0
BS-R4-31 1846567.8 6446469.2 BGX 102 8668 v.1LSHIRE BL VO BS-R4-134 1847134.5 6442845.9 BGX-104 9201 WILSHIRE BL VD BS RS 25 1846927.3 6440179.9 BGY 102 9500 v.1LSHIRE BLVD 0 BS-R4-32 1846687.3 6446334.6 BGX-102 8670 v.1LSHIRE BLVD BS-R4-135 1847128.7 6443199.2 BGX-104 9145 WILSHIRE BL VD BS RS 26 1846981.5 644-0181.9 BGY 102 9500 v.1LSHIRE BLVD - u BS R4 33 1846588.4 6446404.8 BGX 102 8670 'MLSHIRE BLVD BS-R4-136 1847135.0 6442914.1 BGX-104 9171 WILSHIRE BLVD BS RS 27 1846983.0 6439986.4 BGY-102 9536 'MLSHIRE BLVD 0 BS-R4 34 1846656.3 6446403.2 BGX 102 8670 WILSHIRE BL VD BS-R4-137 1847066.5 6443039.9 BGX-104 9171 WILSHIRE BLVD BS-RS-28 1845345.9 6437358.5 BGY-102 255 S LASKY DR BS-R4-35 1846696.9 6446240.6 BGX 102 8690 'MLSHIRE BL VD BS-R4-138 1847065.0 6-443199.3 BGX 104 9145 'MLSHIRE BL VO BS RS 29 1845701.3 6437450.8 BGY-102 273 S LASKY DR BS-R4-36 1846725.9 6446146.6 BGX-102 8692 WILSHIRE BL VD BS-R4-139 1847086.5 6443232.8 BGX-104 9145 v.1LSHIRE BL VO BS RS 30 1846730.9 6437972.5 BGY-102 120 S SPALDING DR BS R4 37 1846670.7 6446146.9 BGX 102 8692 WILSHIRE BL VD BS-R4-140 1847069.3 6443233.0 BGX-104 9145 v.1LSHIRE BL VO BS R5-31 1846987.1 6438248.3 BGY 102 9730 'MLSHIRE BL VD BS R4 38 1846690.2 6446085.8 BGX 102 8700 v.1LSHIRE BL VO BS-R4-141 1847137.9 6443303.1 BGX-104 9111 v.1LSHIRE BLVD BS RS 32 1846905.1 6438191.5 BGY 102 9730 v.1LSHIRE BLVD BS-R4-39 1846757.5 6446084.0 BGX 102 8700 v.1LSHIRE BL VO BS-R4-142 1847069.9 6443302.6 BGX-104 9111 v.1LSHIRE BLVD BS RS 33 1846974.2 6438783.3 BGY 102 9700 v.1LSHIRE BLVD BS-R4-40 1846791.2 6445993.5 BGX-102 8712 WILSHIRE BL 'VU BS-R4-143 1847115.4 6443486.2 BGX-104 9111 v.1LSHIRE BLVD BS-R5-34 1846990.7 6438722.5 BGY 102 9700 WILSHIRE BLVD BS R4 41 1846769.9 6445958.8 BGX 102 8712 WILSHIRE BLVD BS-R4-144 1847064.2 6443438.9 BGX-103 9111 v.1LSHIRE BL VO BS RS 35 1846991.0 6438623.3 BGY 102 9700 v.1LSHIRE BLVD BS R4 42 1846787.5 6445903.8 BGX 102 8730 WILSHIRE BLVD BS-R4-145 1847063.8 6443556.2 BGX-103 9111 v.1LSHIRE BL VO BS RS 36 1846987.5 6439033.5 BGY-102 9634 WILSHIRE BLVD BS-R4-43 1846808.0 6445827.9 BGX-102 8730 v.1LSHIRE BLVD BS-R4-146 1847140.3 6443610.1 BGX-103 9107 v.1LSHIRE BLVD BS RS 37 1846982.6 6440086.4 BGY 102 9536 WILSHIRE BLVD BS-R4-44 1846818.4 6445903.2 BGX-102 8730 v.1LSHIRE BLVD BS-R4-147 1847063.7 6443609.6 BGX-103 9107 v.1LSHIRE BLVD BS RS-38 1846921.4 6439840.0 BGY 102 9550 WILSHIRE BL VD BS R4 45 1846871.8 6445683.2 BGX 102 115 S ARNAZ DR BS-R4-148 1847140.8 6443681.0 BGX-103 9045 WILSHIRE BL VD BS-RS-39 1846986.4 6439683.6 BGY-102 9570 WILSHIRE BLVD BS-R4-46 1846892.6 6445585.5 BGX-102 115 S ARNAZ DR BS-R4-149 1847062.1 6443831.6 BGX-103 9045 v.1LSHIRE BLVD BS-R5-40 1846920.3 6439777.1 BGY-102 9570 v.1LSHIRE BLVD BS-R4-47 1846953.4 6445343.4 BGX-103 8800 v.1LSHIRE BLVD BS-R4-150 1847064.0 6443928.7 BGX-103 9033 v.1LSHIRE BL VO BS-RS-41 1846979.9 6439774.7 BGY-102 9570 v.1LSHIRE BLVD BS-R4-48 1846957.7 6444991.0 BGX-103 88-44 WILSHIRE BLVD BS-R4-151 1847143.1 6443981.3 BGX-103 9025 WILSHIRE BLVD BS-R4 49 BS RS 42 1846984.8 6439626.3 BGY 102 9570 v.1LSHIRE BL VO 1846955.6 6444993.5 BGX-103 8844 WILSHIRE BLVD BS-R4-152 1847061.7 6443992.1 BGX-103 9025 WILSHIRE BLVD BS R4 50 1846956.1 6445035.6 BGX-103 8844 Vt'ILSHIRE BLVD BS-R4-153 1847060.1 6444091.8 BGX-103 9001 v.1LSHIRE BLVD BS RS 43 1846914.4 6439448.0 BGY 103 9600 WILSHIRE BL VD BS-R4-51 1846953.8 6445048.6 BGX-103 8844 WILSHIRE BL\ID BS-R4-154 1847072.2 6444191.3 BGX-103 9001 v.1LSHIRE BLVD BS RS 44 1846986.6 6439379.4 BGY 103 9600 WILSHIRE BL VD BS RS 45 1846987.0 6439279.4 BGY 103 9610 WILSHIRE BLVD c.,
BS-R4-52 1846958.3 6444691.8 BGX-103 8920 v.1LSHIRE BLVD BS-R4-155 1847145.0 6444225.9 BGX-103 9001 v.1LSHIRE BLVD :;::

BS R4 53 184e956.5 6444356.0 BGX 103 8960 WILSHIRE BLVD BS-R4-156 1847121.6 6444288.3 BGX-103 8949 WILSHIRE BLVD BS-RS-46 1846886.3 6439179.1 BGY-103 9620 WILSHIRE BLVD 0 BS-R4-54 1846958.6 6444163.1 BGX 103 9006 WILSHIRE BL\ID BS-R4-157 6444426.2 BGX-103 8949 WILSHIRE BLVD BS RS 47 1846986.6 6439179.6 BGY 103 9620 WILSHIRE BLVD ..; 1847061.3 BS RS 48 1846988.4 6438933.5 BGY-103 9680 WILSHIRE BLVD 0 BS R4 55 1846961.2 6-444130.9 BGX 103 9014 v.1LSHIRE BL VO BS R4-158 1847108.9 6444457.0 BGX-103 8931 'MLSHIRE BLVD <D BS-R4-56 1846960.3 6-444088.0 BGX-103 9014 WILSHIRE Bl VD BS-R4-159 1847108.7 6444582.8 BGX-103 8929 Vt'ILSHIRE BLVD BS-RS-49 1846986.8 6439118.4 BGY-103 9634 WILSHIRE Bl VO I
BS-R4-57 1846961.0 6444047.7 BGX-103 9018 W1LSHIRE BLVD BS-R4-160 1847058.3 6444582.7 BGX-103 8929 v.1LSHIRE BLVD BS RS 50 1846886.6 6439118.7 BGY 103 9634 WILSHIRE BLVD o 4IMetro
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BS R4-58 1846788.1 6445763.5 BGX 102 8730 WILSHIRE BL VD BS-R4-161 1847058.0 6444682.2 BGX-103 8929 v.1LSHIRE BLVD BS R5-51 1846888.5 6438782.8 BGY 103 9700 v.1LSHIRE BLVD PURPLE LINE EXTENSION I SECTION2
BS R4-59 1846845.1 6445506.8 BGX-102 115 S ARNAZ DR BS-R4-162 1847057.2 64-44787.6 BGX-103 8901 v.1LSHIRE BL VO BS RS 52 1846889.1 6438849.1 BGY 103 9680 v.1LSHIRE BL VO 0 BS-R4-60 1846894.1 6445423.8 BGX 103 8800 WILSHIRE BL VD BS RS 53 1846989.1 6438849.4 BGY 103 9680 WILSHIRE BLVD N
BS-R4-163 1847057.5 6444735.6 BGX-103 8901 v.1LSHIRE BL VO APPROVED FOR CONSTRUCTION Po
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BS-R4-61 1846882.6 6445196.3 BGX-103 8820 'MLSHIRE BL VD BS-RS-54 1846889.0 6438523.9 BGY-103 9700 WILSHIRE BL VD � BS-R4-164 1847057.0 6444829.9 BGX-101 8901 v.1LSHIRE BL VO APPROVED FOR CONSTRUCTION, AS NOTED BS R4-62 1846885.9 6445139.0 BGX 103 8844 Vt'ILSHIRE BL VD BS-R4-165 1847133.6 6444829.5 BGX-103 8901 v.1LSHIRE BL VO BS-RS-55 1846977.4 6438524.5 BGY-103 9700 WILSHIRE BLVD eBS-R4-63 1846954.4 6445095.5 BGX 103 8844 v.1LSHIRE BL VO BS-R4-166 1846495.2 6447321.9 BGX-103 8537 WILSHIRE BLVD BS RS 56 1846886.0 6438450.7 BGY 103 9720 v.1LSHIRE BL VD z 0 BS-R4-64 1846891.4 6444892.3 BGX-103 8850 v.1LSHIRE BL VO BS-R4-167 1847123.3 6-444946.0 BGX-103 8845 v.1LSHIRE BL VO BS-RS-57 1846873.2 6438351.5 BGY 103 9720 v.1LSHIRE BL VD fBS-R4-65 1846957.9 6-444942.0 BGX-103 8850 'MLSHIRE BL VD BS-R4-168 1847150.0 6444884.5 BGX-103 8845 v.1LSHIRE BL VO BS-RS-58 1846924.4 6438351.6 BGY-103 9720 WILSHIRE BL VD o BS R4 66 1846956.2 6444791.7 BGX 103 8900 v.1LSHIRE BL VO BS-R4-169 1847054.8 6445028.6 BGX-103 8833 v.1LSHIRE BL VO BS RS 59 1846924.2 6438450.8 BGY 103 9720 v.1LSHIRE BL VO METRO Rfijl ESENT A TlVE DATE ::::,
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°' BS R4-67 1846891.8 6444836.3 BGX 103 8900 WILSHIRE BLVD BS-R4-170 1847054.6 6-445125.8 BGX-103 8833 v.1LSHIRE BLVD BS RS 60 1846989.0 6438348.3 BGY 103 9730 Vt'ILSHIRE BL VD I/ "' '1
fBS-R4-66 1846957.6 6444591.7 BGX 103 6920 WILSHIRE BLVD BS RS 61 1846889.1 6438342.9 BGY 103 9730 v.1LSHIRE BLVD (/)
BS-R4-171 1847145.7 6445129.7 BGX-103 8833 v.1LSHIRE BLVD z BS-R4-69 1846894.2 6444531.9 BGX-103 8930 WILSHIRE BLVD BS RS 62 1846860.5 6438280.6 BGY-103 9730 'MLSHIRE BLVD ,
BS-R4-172 1847130.8 6445185.1 BGX-103 8821 v.1LSHIRE BL VO 0 BS R4 70 1846896.0 6-444286.8 BGX 103 8960 WILSHIRE BL VD BS RS 63 1846830.9 6437972.0 BGY-103 120 S SPALDING DR u BS-R4-173 1847054.5 6445353.0 BGX-103 105 N ROBERTSON BL VD °' BS R4-71 1846896.5 6444230.4 BGX 103 9000 WILSHIRE BLVD BS-R4-174 1847119 BS-RS-64 1846831.5 6437872.0 BGY-103 120 S SPALDING OR 0 .8 6445419.6 BGX-103 105 N ROBERTSON BL VD
BS-R4-72 1846960.2 6-444230.3 BGX 103 9000 WILSHIRE BLVD BS RS 65 1846641.4 6437876.2 BGY 103 122 S SPALDING OR � LL BS-R4-175 1847106.1 6445508.3 BGX-102 8767 wtLSHIRE BLVD Tutor Perini �· 0 BS-R4-73 1846898.3 6443982.8 BGX-103 9018 v.1LSHIRE BLVD BS-R4-176 1847051.6 6445527.6 BGX-102 8767 v.1LSHIRE BLVD BS RS 66 1846611.0 6437877.7 BGY-103 122 S SPALDING DR ca••o••••o� w BS-R4-74 1846961.0 6443982.7 BGX 103 9018 WILSHIRE BLVD BS RS 67 1846602.1 6437690.2 BGY 103 133 S SPALDING OR ll Joim ve,111,,-e --- >
BS R4-177 1846988.2 6445706.0 BGX-102 8737 'WILSHIRE BLVD 0 BS R4-75 1846962.4 6443794.5 BGX 103 9090 WILSHIRE BLVD BS-R4-178 1846972.8 6445739.6 BGX-102 8737 'MLSHIRE BLVD BS-RS-68 1846636.8 6437779.5 BGY-103 133 S SPALDING OR
BS R4 76 1846962 6443823.6 BS RS 69 1846613.8 6437779.4 BGY 103 133 S SPALDING DR -- °' a, .2 BGX 103 9090 WILSHIRE BL VD BS-R4-179 1846987.4 6445758.5 BGX-102 8737 WILSHIRE BLVD Date Initials of TPOG o,
BS-R4-77 1846963.7 6443511.0 BGX-104 9130 v.1LSHIRE BL VO BS-R4-180 1847056.8 6445757.1 BGX-102 8737 'MLSHIRE BLVD BS RS-70 1846453.7 6437761.2 BGY 103 137 S SPALDING DR

ISSUED FOR
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BS R4-82 1846971. 1 6442488.2 BGX-104 9250 WILSHIRE BL VD 6446032.1 BGX-102 BS-R4-185 BS RS 75 1846384.6 6437705.3 BGY 103 153 S SPALDING DR � 1846883.3 8701 v.1LSHIRE BLVD BS R5 76 1846333.3 6437703.7 BGY-103 15J S SPALDING DR
� BS-R4-83 1846970.3 6442329.3 BGX-104 9300 WILSHIRE BL VD BS-R4-186 1846880.4 6446077.9 BGX-102 8701 WILSHIRE BL VD N BS RS 77 1846392.2 6437695.3 BGY-104 153 S SPALDING DR BS-R4-84 1846971 IX] NO UCCPTIOII$ D AP!'IIOYEDAi IIO!En <D .1 6442129.3 BGX-104 9318 WILSHIRE BL VD BS-R4-187 1846964.7 6446079.8 BGX-102 8701 v.1LSHIRE BLVD BS R4 85 1846972.8 6441829.5 BGX 104 9350 WILSHIRE BL VD BS-R4-188 e- 1846945.6 6446139.9 BGX-102 8693 Vt'ILSHIRE BLVD BS RS 78 1846392.2 64-37671.2 BGY 104 153 S SPALDING DR D Rt:.IECTHI D REYISEAIIDRE-1 BS RS 79 1846324.8 6437669.7 BGY 104 153 S SPALDING OR D iUlllllSl(QAUl!Jf:I BS R4-8 LL 6 1846972.3 6441929.7 BGX 104 9334 v.1LSHIRE BL VO BS-R4-189 1846848.4 6446149.1 BGX-102 8693 'WILSHIRE BLVD w BS-R4-87 1846898.8 6443929.2 BGX-103 9030 WILSHIRE BLVD BS-R4-190 1846811.8 6446272.3 BGX-102 8685 wtLSHIRE BLVD BS-RS 80 1846324.8 6437695.4 BGY-104 153 S SPALDING DR ,_ BS-R4-88 °' 1846962.6 6443919.3 BGX-103 9030 WILSHIRE BLVD BS-R4-191 1846808.8 6446286.7 BGX-102 8681 v.1LSHIRE BL VO BS-R5-81 1846261.1 6437547.6 BGY-104 200 S LASKY DR ____ ..... _____ ., ... __ ,,,_ p BS R4-89 1846963.0 6443680.0 BGX 103 9090 v.1LSHIRE BL VO BS-R4-192 1846804.0 6446298.7 BGX-102 8681 'MLSHIRE BL VD BS RS 82 1846198.4 6437538.8 BGY 104 200 S LASKY DR ....__ .. _-.,"' -- .. - ..... o.,- .. _.,ta('Crf). 0 """""'"Y"""'-�--"'-._ Tho __ ...... _ ....

BS R co 4 90 1846900.7 6443679.8 BGX 103 9090 v.1LSHIRE BLVD BS-R4-193 6446354.7 BGX-102 8671 WILSHIRE BL VD BS RS 83 1846197.4 6437647.2 BGY 104 200 S LASKY DR _,.. ___ ... e.,. .. __ ..........,._.,.�., .... 1846787.0 -- .. �_ ... Cly ...,u,o....,,....c.....,. .......,,._., 0 BS-R4-91 1846901.2 6-443610.9 BGX 103 9242 WILSHIRE BLVD BS-R4-194 1846861.4 6446403.7 BGX 102 8671 v.1LSHIRE BLVD 8S-R5-84 1846193.0 64-37541.2 BGY 104 204 S LASKY DR T�--'°I"�C>!Ndo>Mot--00 .. .._ I') """-°"'""'_ .... c.--,,-.......-.,- .... _ ..
r> BS-R4-92 1846963.4 6443611.0 BGX-103 9242 YIILSHIRE BLVD BS-R4-195 1846842.5 6446463.1 BGX-102 8665 Vt'ILSHIRE BL VD BS-R5-85 1846150.3 6437539.5 BGY-104 204 S LASKY DR
""""""' .... """"--�---..-. ""'-· BS RS 86 1846139.0 6437552.1 BGY 104 208 S LASKY DR ""'tot, .. ,....,,_ .. _.-.g
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es R4 93 1846903 (/) .2 6443350.7 BGX 104 9130 WILSHIRE BL VD ______ "'_"'_"' __ BS-R4-196 1846764.3 6446465.0 BGX-102 8665 WILSHIRE BLVD ..... �._........ -·--""' ___ .. ._, ::::, BS-R4-94 1846964.7 6443350.9 BGX 104 9130 WILSHIRE BL VD BS-R4-197 1846704.4 6446630.5 BGX-102 8641 v.1LSHIRE BLVD BS RS 87 1846088.1 6437543.3 BGY 104 212 S LASKY DR Pf°""'"""'""'"'..., ______ -....-__ .. ...J
BS R4-95 BS-RS-88 1846054.9 BGY 104 -
n, 1846957.5 6-443298.7 BGX 104 9134 v.1LSHIRE BL VO BS-R4-198 1846759.3 6-446723.8 BGX-102 8641 v.1LSHIRE BLVD 6437542.5 212 S LASKY OR
BS-R4-96 1846903.6 6443296.2 BGX-104 9134 v.1LSHIRE BL VO BS-R4-199 1846700.4 6446725.7 BGX-102 8641 v.1LSHIRE BLVD BS RS-89 1846031.5 6437551.7 BGY-104 212 S LASKY DR November 6, 2019
0 BS R4-97 BS-RS 90 1845986.9 6437542.8 BGY 104 216 S LASKY DR �- 0 1846905.5 6443039.8 BGX 104 9134 WILSHIRE BL VD BS-R4-200 1846634.4 6446859.8 BGX-102 8635 v.1LSHIRE BLVD .,. 1(1",=...
0 BS-R4-98 1846958.7 6443039.0 BGX-104 9134 WILSHIRE BLVD BS-R4--201 1846616.4 6446918.9 BGX-102 8621 v.1LSHIRE BLVD BS RS 91 1845972.9 6437539.0 BGY 104 220 S LASKY DR I') BS-R4-99 1846906.0 6442984.4 BGX 104 9200 WILSHIRE BLVD BS-R4-202 1846658.6 6446918.1 BGX-102 8621 WILSHIRE BL VD BS RS 92 1845873.0 6437584.6 BGY 104 224 S LASKY DR -
BS-R4-100 1846967.8 6442746.3 BGX-104 9222 v.1LSHIRE BL VO BS-R4-203 1846582.8 6447042.7 BGX-102 8601 v.1LSHIRE BL VO BS-RS-93 1845884.6 6437541.5 BGY-104 224 S LASKY OR p s 0 M A s J BS-RS-94 1845703.0 6437541.2 BGY-104 240 S LASKY DR
c.,
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0 APPROVED FOR CONSTRUCTION J
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DESIGNED BY
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WESTSIDE PURPLE LINE EXTENSION • SECTION 2
CONTRACT NO z
THE PREPARATION OF THIS P. LAM
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LOS ANGELES COUNTY C1120- DU 4.2
fDRA\NING HAS BEEN FINANCED IN LL

PART THROUGH A GRANT FROM DRAVVN BY METROPOLITAN TRANSPORTATION AUTHORITY <(
G. JAFFE

DRAWING NO REV
°' THE U.S. DEPARTMENT OF GEOTECHNICAL INSTRUMENTATION 5'- TRANSPORTATION, FEDERAL TRANSIT CHECKED BY BG-604 0 ADMINISTRATION (FTA), UNDER THE TUNNEL CROSS PASSAGES c.,
FEDERAL TRANSIT ACT OF 1964, AS J. KAN z �-
SCALE
ENGE.O AMENDED. ANO IN PART BY THE F
IN CHARGE Mor Perini 8� NSTV�JJlO INSTRUMENTATION SCHEDULE NO SCALE LL
TAXES OF THE CITIZENS OF J. TOOTLE
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0 10/30/201! PL JJT 2677 6/30/2020 JOSEF J TOOTLE AFC I DU 4.2.1 a joint venture °' LOS ANGELES COUNTY AND OF
SHEET 4

SHEET NO
19- THE STATE OF CALIFORNIA. OATie

REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION
i11 association wif11 --Expect Excellence10 / 30 / 2019 c:;
11/27/2019 JF
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-·· NOTES:

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BUILDING SETILEMENT REFERENCE MARKER (BS) (CONTINUED) e BUILDING SETILEMENT REFERENCE MARKER (BS) (CONTINUED) e ____ ,, ... ____ .,.,,, __ ,,,.,,_.
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INSTRU�ENTATION ID NORTHING (FT) EASTING (FT) SHEET NO. BUILDING ADDRESS INSTRUMENTATION 10 NORTHING IFT\ EASTING (FT) SHEET NO. BUILDING ADDRESS _ .. _ ... _ ... -. ... - ...... c.., .. �-("Qly"). -e- ....... _..,..._..of_..._ n..- .... -o1 .... ,_ .. .,. .. ...- - ... e..--�- ..... - ...... 1 . SEE DRAWING NO. BG-602 FOR SETILEMENT - BS-RS 95 1845652.297 6437544.150 BGY-104 240 S LASKY DR BS RS 193 1847104.004 6438122.833 BGY-102 9737 WILSHIRE BLVD _ .. .._.,__, .. c,y ono:1uio...,,,,,....c....,,__.i, ...

BS-RS 96 1845646.263 6437541.468 BGY-104 244 S LASKY DR BS RS 194 T-��lRO") eo.,--.,.-- .......... _. MARKERS AT INSTRUMENT ARRAYS 1847127.154 6438105.607 BGY-102 9737 \\1LSHIRE BLVD
..,.._....., ... ..,._ ... __ _.,....,._ ... _ ..

BS-RS-97 1845606.450 6437541.576 BGY 104 244 S LASKY DR BS-RS 195 ... _______ -. ..... ,...-. Tho-·
1847111.409 6438210.009 BGY 102 9725 \\1LSHIRE BL VD
........... ,.._ .. --. .. _ ............... _ ..... _.,.

BS RS 98 1845592.515 6437546.569 BGY 104 248 S LASKY DR ..........._ _____ .. _ .. _ .. __
BS RS 196 1847092.111 6438307.938 BGY-104 9725 WILSHIRE BL \JO ....... Coroo,clot'o,__..,. ____ ..., -- _ .........

BS-RS 99 1845557.185 6437548.526 BGY-104 248 S LASKY DR BS-RS 197 JM"- .. o1-."""' ___ ,....._._ ...
1847167.850 6438361.810 BGY-102 9725 WILSHIRE BL\JO ·-
BS-R5-103 1844706.979 6436505.936 BGY-104 1950 CENTURY PARK EAST BS-R5 198 1 845028. 733 6436948.568 BGY 102 241 S MORENO DR BS RS-106 1844708.690 6436371.067 BGY 104 194-0 CENTURY PARK EAST BS RS 199 1847108.005 6438450.579 BGY 102 9701 �· November 6, 2019 WILSHIRE BL VD BS RS-108 1845403. 711 6437321.883 BGY-104 255 S LASKY OR BS RS 109 1845471.375 6437395.514 BGY-104 255 S LASKY OR B
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,,, 1847001.45 6442669.32 BGX-104
BS-RS-116 1845518.352 6437320.067 BGY 104 9941 ':'CUNG DR BS RS 208 1847089.082 6438892.039 BGY-102 9687 WILSHIRE BL\JO SS-R4-002 1846454.22 6447190.88 BGX-101 SS R4 077 1847039.52 6442523.45 BGX-104 BS RS 117 1845544.147 6437362.108 BGY-104 9937 YOUNG DR BS RS 209 1845042.880 6436972.480 BGY 102 241 S MORENO OR SS R4-003 1846520.17 6447109.44 BGX-102 SS R4 078 1847001.57 6442512.65 BGX-104 BS-RS-118 1845515.081 6437327.867 BGY-104 9941 YOUNG DR BS RS 210 1847194.063 6439177.832 BGY-102 9665 \\1LSHIRE BL VD SS-R4-004 1846482.89 8447097.81 BGX-102 SS R4-079 1847040.64 6442427.43 BGX-104 BS-RS-119 1845634.187 6437360.148 BGY 104 9929 YOUNG OR BS R5 211 1847169.185 6439249.253 BGY 102 9665 \\1LSHIRE BL VD SS R4-005 1846550.45 6447014.59 BGX-102 SS R4 080 1847000.84 6442413.28 BGX 104 BS RS 120 1845627.008 6437357. 791 BGY-103 9933 YOUNG OR BS RS 212 1847089.572 6439310.535 BGY 102 9665 \\1LSHIRE BL VD SS R4-006 1846513.16 6447005.14 BGX-102 SS R4 081 184704-0.64 6442334.38 BGX-104 BS RS-121 1845548.699 6437365.208 BGY-103 9933 YOUNG DR BS RS 213 1847143.248 6439379.819 BGY-102 9665 WILSHIRE BL \JO SS R4-007 1846614.11 6446815.41 BGX 102 SS R4 082 1846999.72 64-42315.40 BGX 104 BS RS 122 1845569.356 6437389. 748 BGY-103 9933 YOUNG OR BS-RS 214 1847161.534 6439410. 794 BGY-104 9665 WILSHIRE BL \JO SS R4-008 1846576.95 5__,..904_34 BGX 102 SS-R4-083 1847039.54 6442130.73 BGX-104 CJ)
BS-R5-123 1845708.973 6437337.573 BGY-103 9929 YOUNG DR as RS 215 1847100.284 6439489. 778 BGY 104 9601 WILSHIRE BL VD SS-R4-009 1846642.43 6446726.43 BGX-102 SS R4 084 1847001.64 �
6442129.98 BGX-104 0
BS RS 124 1845718.129 6437348.854 BGY 103 9929 YOUNG DR BS RS 216 1847116.548 6439588.447 BGY 104 9601 'NILSHIRE BL \JO SS R4-010 1846605.46 6446715.03 BGX-102 SS R4 085 1847002.08 6442030.88 BGX-104 N
BS RS 125 1845587.364 6437410.373 BGY-103 9929 YOUNG DR BS RS 217 1847139.631 6439796.942 BGY 104 9595 111LSHIRE BL VD SS R4-011 1846673.22 6446629.95 BGX-102 SS-R4-086 1847039.39 6442028.29 BGX-104 BS RS 126 1845608.570 6437437.706 BGY-103 9929 YOUNG DR BS RS 218 SS R4-012 1846637.03 6446615.63 BGX-102
0 1847150.405 6439763.375 BGY-104 9595 \\1LSHIRE BL VD
SS-R4-087 1847002.64 6441930.76 BGX-104
"' BS RS 127 1845617.795 6437450.350 BGY-102 237 S LASKY OR BS-RS 219 1847126.467 6439733.900 BGY 104 9595 \\1LSHIRE BLVD SS-R4-013 1846734.35 644154J7.47 BGX-102 SS-R4 088 1847039.42 6441930.75 BGX-104 � BS-RS 128 1845749.518 6437450.989 BGY 102 237 S LASKY OR BS RS 220 1845031.668 6437021.178 BGY 104 241 S MORENO DR SS-R4-014 1846697.39 6446423.31 BGX-102 SS-R4-089 1847041.37 6441738.22 BGX-104 Q)
BS RS 129 1845837.083 6437436.223 BGY 103 223 S LASKY OR SS R4 015 1846768.00 _o
BS RS 221 1847082.853 6439987.893 BGY 104 95� WILSHIRE BL VD 6448333.03 BGX-102 SS R4 090 1847003.72 6441737.50 BGX 104 0 BS RS 130 1845814.944 6437452.462 BGY-103 223 S LASKY OR BS RS-222 1847080.682 SS R4-016 1846731.01 6446321.22 BGX-102 - 6440087.877 BGY 104 9547 WILSHIRE BLVD SS RS 001 1847011.24 6440379.19 BGY 102
0 BS-RS-131 18-45911 .272 6437389.128 BGY-103 223 S LASKY OR BS-RS-223 184 7134.586 6440237.816 BGY 104 268 N RODEO OR SS-R4-017 1846828.56 6446143.29 BGX-102 SS RS 002 1847047.93 6440376.92 BGY-102 0 BS RS 132 1845857.898 6437456.513 BGY-103 223 S LASKY DR BS RS 224 1847094.895 6440281.619 BGY-104 268 N RODEO DR SS R4-018 1846791.87 6446130.79 BGX-102 SS R5 003 1847049.73 6440187.70 BGY 102 BS RS 133 1846082.208 6437454.372 BGY 103 203 S LASKY DR BS RS 225 1847080.717 6440390.745 BGY 104 268 N RODEO DR SS R4-019 1846853.68 6446064.44 BGX-102 SS RS 004 1847012.70 6440186.58 BGY 102 BS RS 134 1846147.208 6437444.211 BGY-103 203 S LASKY OR BS RS 226 1847081.614 6440319.813 BGY 104 268 N RODEO OR SS R4-020 1846817.06 6446051.57 BGX-102 SS-RS 005 1847013.69 6440087.98 BGY 102 BS RS-135 1846212.669 6437457.624 BGY-103 203 S LASKY DR BS RS 227 1844975.570 6437054.360 BGY 104 241 S MORENO OR SS R4-021 1846877.19 6445989.49 BGX-102 SS RS-006 1847051.03 6440086.99 BGY-102 BS R5 136 1846263.544 6437381.997 BGY 103 205 S LASKY DR BS RS 228 1844925.445 6436967.830 BGY-104 241 S MORENO DR SS R4-022 1846840.28 6445977.95 BGX 102 SS RS 007 1847014.79 6439991.67 BGY-102 BS RS-137 1846234.679 64.37376.590 BGY 103 205 S LASKY DR BS RS 229 1 845040.420 6436890.577 BGY 104 241 S MORENO OR SS R4 023 1846920.21 6445843.64 BGX-102 SS-RS 008 1847052.45 6439987.61 BGY 102 BS-RS 138 1846234.320 6437419.318 BGY 103 205 S LASKY OR BS-RS 230 1845002.749 6436912.473 BGY 104 241 S �ORENO DR SS R4-02-4 1846883.43 6445833.41 BGX-102 SS-RS 009 1847017.49 6439790.90 BGY 102 BS-RS-139 1846744.939 6437792.464 BGY-103 121 S SPALDING DR BS RS 231 1844976.551 6436851.122 BGY 104 241 S �ORENO DR SS R4-025 1846941.94 6445761.45 BGX-102 SS RS 010 1847055.34 6439789.20 BGY 102 BS-RS 140 1847145.873 6439899.204 BGY-103 9565 \\1LSHIRE BLVD BS RS 232 1844890. 980 6437009.970 BGY-104 241 S MORENO DR SS-R4-026 1846905.65 6445750.78 BGX-102 SS RS 011 1847056.64 6439691.85 . BGY 102 BS-RS-141 1847130.476 6440437.077 BGY-103 268 N RODEO OR BS RS 233 1844843.545 6436926.551 BGY-103 241 S �ORENO DR SS R4-027 1846963.23 6445670.97 BGX-102 SS RS 012 1847018.43 6439689.15 BGY 102 BS-RS 142 1846352.397 6437410.575 BGY 103 153 S LASKY OR BS RS 234 1844850.220 6436904.320 BGY 102 241 S �ORENO OR SS R4 028 1846926.94 6445661.64 BGX 102 SS RS 013 1847057.67 6439590.96 BGY 102 BS RS-143 1846379.029 6437409.305 BGY 103 153 S LASKY DR BS RS 235 1844964.430 6436836.560 BGY 102 241 S MORENO DR SS-R4-029 1846995.68 6445500.84 BGX-103 SS RS 014 1847019.28 6439588.60 BGY-102 BS-RS-144 18464-01 .544 6437461.248 BGY-103 153 S LASKY DR BS RS 236 1844831.094 6436935.018 BGX-101 241 S MORENO DR SS-R4-030 1846958.84 6445493.36 BGX-103 SS RS 015 1847021.16 6439394.01 BGY 102 BS RS 145 1846321. 760 6437541.028 BGY-103 152 S LASKY DR BS-R5 237 1844907.288 6436870.253 BGX 101 241 S MORENO OR SS R4-031 1847009.54 6445409.78 BGX-103 SS RS 016 1847059.90 6439392.51 BGY 102 BS-RS 146 1846322.688 6437640.235 BGY 103 152 S LASKY DR BS RS 238 1845006.002 6436833.665 BGX 102 241 S MORENO DR SS R4-032 1848972.71 6445404.18 BGX-103 SS-RS-017 1847021.47 6-439293.94 BGY 102 BS-RS 147 1846389.520 6437567.245 BGY 103 152 S LASKY DR BS RS 239 1845253.253 6437351.580 BGX 102 241 S �ORENO DR SS-R4-033 1847019.24 6445331.17 BGX-103 SS RS 018 1847060.57 6439292.28 BGY 102 BS RS 148 1846396.156 6437529. 769 BGY 103 1 52 S LASKY DR BS-RS 240 1845297.303 6437278.476 BGX-102 241 S MORENO DR SS-R4-034 1846982.75 6445321.19 BGX 103 SS-RS 019 1847060.69 6439195.43 BGY 102 8S-R5-149 1846501.580 6437552.500 BGY-103 152 S LASKY OR BS RS 241 1845287.513 6437372.224 BGX 103 241 S MORENO DR SS-R4-035 1847034.15 6445148.82 BGX-103 SS RS 020 1847021.93 6439190.72 BGY-102 BS RS 242 1845331.563
SS R4 036 1846996.17 6445146.86 BGX-103 SS-R5-021
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BS RS 151 1846501.167 6437653.479 BGY-103 140 S LASKY OR BS RS 243 1845313.198 6437447.217 BGX 104 255 S LASKY OR SS-R4-037 1847038.16 6445049.62 BGX-103 SS RS-022 1847061.70 6438997.78 BGY-102 0 BS RS 152 1846540.465 6437653.612 BGY 103 140 S LASKY OR BS RS 244 1845744.340 6437541.104 BGX-103 236 S LASKY OR SS-R4-038 1846999.78 6445047.76 BGX-103 SS RS 023 1847023.14 6438917.80 BGY-102 t{)
BS RS 153 1846547.026 6437532.286 BS RS 245 1845708.925 6437540.607 BGX-103 SS R4-039 1847001.46 6444950.99 BGX-103 SS-RS 024 1847062.18 6438916.13 0 BGY 103 138 S LASKY OR 236 S LASKY OR
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BS-RS 154 1846546.223 6437577.593 BGY 103 138 S LASKY DR BS RS 246 1846645.433 6437691.248 BGX 103 125 S SPALDING DR SS-R4-040 1847040.21 6444946.61 BGX 103 SS RS-025 1847023.51 6438849.06 BGY-102 I
BS-RS 155 1846594.965 6437584.426 BGY-103 138 S LASKY OR BS RS 247 1847132.560 6440304.840 BGX 104 268 N RODEO OR SS R4 041 1847041.49 6444757.09 BGX-103 SS-RS-026 1847062.52 6438839.02 BGY-102 ('.)
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es RS 156 1846595.904 6437532. 786 BGY-103 138 S LASKY OR BS-RS 248 1846950.078 6438847.685 BGX-104 9660 WILSHIRE BLVD SS-R4-042 1847002.66 6444755.64 BGX-103 SS-RS-027 1847024.20 6438697.15 BGY-102 I BS RS 157 1846596.101 6437651.045 BGY 103 138 S LASKY DR BS-R4-CP26 1 1846501.710 6447300.125 BGX-104 8545 111LSHIRE BLVD SS R4-043 1847003.15 644-4659.09 BGX-103 SS RS-028 1847063.58 6438653.90 BGY 102 0 BS-RS 158 1846645.355 6,t.37651.378 BS R4 CP26 2 1846403. 950 6447269. 731 BGX 104 8554 WILSHIRE BLVD SS R4-044 1847042.00 6444656.03 BGX-103 SS RS 029 1847024.98 6438598.16 BGY 102 N
BGY-103 132 S LASKY OR
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BS RS-159 1846640.635 6437581.106 BGY-103 BS R4-CP27 1 1846727.202 6446538. 776 BGY 102 8665 111LSHIRE BLVD SS R4-045 1847042.50 6444556.74 BGX-103 SS-RS-030 1847063.86 6438558.39 BGY 102 �
132 S LASKY OR �
BS RS 160 1846617.287 6437580.855 BGY-103 132 S LASKY OR BS R4 CP27 2 1846632.588 6446508.597 BGY 102 8668 WILSHIRE BLVD SS-R4-046 1847003.67 644,t.556.51 BGX-103 SS RS 031 1847025.24 6438500.56 BGY-102 BS RS-161 1846617. 787 6437534.317 BGY 103 132 S LASKY DR BS-R4-CP28 1 1846911.530 6445942.146 BGY-102 8713 WILSHIRE BL\JO SS R4-047 1847004.56 6444368.36 BGX-103 SS RS 032 1847061.53 6438468.81 BGY 103 z
0 BS-RS 162 1846646.264 6437534.624 BGY 103 132 S LASKY OR BS R4 CP29 1 1847053.398 6445252.040 BGY 102 8821 111LSHIRE BLVD SS R4-048 1847043.40 6444368.12 BGX-103 SS-RS 033 1847043.73 6438316.34 BGY 103 JBS RS 163 1846815.038 6437648. 988 BGY-103 121 S SPALDING OR BS R4-CP29 2 1846952.827 6445243.641 BGY 103 8820 WILSHIRE BL\JO SS R4-049 1847043.39 6444273.86 BGX-103 SS-RS-034 1846983.24 6438228.59 BGY 103 u BS RS-164 1846771.129 6437648.852 BGY-103 9830 WILSHIRE BL \JO BS R4-CP30-1 1847076.991 6444456. 743 BGY 103 8931 WILSHIRE BLVD SS-R4-050 1847004.91 6444273.77 BGX-103 SS-RS 035 1847023.95 6438228.00 BGY-103 ::::,
Ct'.

BS-RS 165 1846771.552 6437612.421 BGY-103 9830 \\1LSHIRE BLVD BS R4 CP30 2 1846955.065 6444456.004 BGY-103 8930 \\1LSHIRE BLVD SS R4-051 1847043.90 6444183.47 BGX 103 SS-RS-036 1846867.52 6437907.41 BGY 103 Jes R4-CP31 1 1847063.152 6443731.727 BGY-103 9045 \\1LSHIRE BLVD SS R4-052 1847004.66 6444182.59 BGX-103 SS RS 037 1846825.95 6437855.47 BGY-103 (/)
BS RS 166 1846741.883 6437589.512 BGY 103 124 S LASKY DR z
BS RS 167 1846741.435 6437623.187 BGY-103 124 S LASKY DR BS R4-CP31 2 1846962.946 6443731.243 BGY 103 9090 \\1LSHIRE BL VD SS R4-053 1847043.59 6443995.88 BGX-103 SS RS 038 1846580.40 6437684.74 BGY-103 0 BS RS 168 1846700.012 6437622.898 BS R4 CP32 1 1847067.101 6442946. 757 BGY 103 9171 \\1LSHIRE BL VD SS-R4-054 1847004.93 6443995.30 BGX-103 SS-RS-039 1846605.03 6437655.77 BGY-103 u
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BS RS 169 1846696.355 6437557.264 BGY 102 124 S LASKY OR BS R4-CP32 2 1846966. 710 6442946.272 BGY-104 9200 \\1LSHIRE BLVD SS-R4-055 1847004.58 6443892.37 BGX-103 SS RS 040 18-46566.14 6437631.23 BGY-103 0 BS RS-170 1846710.839 6437669.474 es R4-CP33 1 1847069.686 6442229. 776 BGY-104 9301 \\1LSHIRE BLVD SS R4-056 1847043.36 6443891.55 BGX-103 SS RS-041 1846417.28 6437598.79 BGY 103 u,
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0 BS RS-171 1846841.894 6437694.255 BGY-102 BS R4-CP33-2 1846969.643 6442229.293 BGY 104 9300 \\1LSHIRE BLVD SS R4-057 1847043.28 6443805.14 BGX-103 SS RS 042 1846403.68 6437552.36 BGY 103 w 121 S SPALDING OR SS-R4-058 1847004.45 6443802.95 BGX-103 SS-RS-043 >
BS-RS-172 1846644.843 6437791.814 BGY-102 121 S SPALDING OR BS RS CP34 1 1847084.043 6439887.900 BGY-102 9565 WILSHIRE BL VD 1846196.82 6437536.80 BGY-103 0
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121 S SPALDING OR SS R4-061 1847002.24 6443539.98 BGX-104 SS-RS-046

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6438057.788 BGY-103 9740 WILSHIRE BLVD SS R4-064 1847042.53 6443438.58 BGX-104 SS R5-049 z
BS RS-178 1846866.302 6437957. 765 BGY 103 9754 WILSHIRE BLVD BS-R5-CP37 1 1846810.283 6437789.006 BGY-103 121 S SPALDING OR 1846027.81 6437476.73 BGY-104 -
BS RS 179 BS RS CP37 2 1846731.415 6437864.149 BGY-103 120 S SPALDING OR SS R4 065 1847003.05 6443248.16 BGX-104 SS-RS-050 1845654.71 6437468.05 BGY 104 1846931.190 6438127.626 BGY 103 9740 'MLSHIRE BL\JO SS R4-066 1847041.85 6443244.92 BGX-104 SS-RS-051 00 BS-RS-180 1846899.810 6437863.148 BGY-103 9754 WILSHIRE BL\JO BS R5-CP38 1 1846323.404 6437423.125 BGY 103 153 S LASKY DR 1845855.42 6437459.16 BGY-104 �
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BS RS 184 1847103.269 6439146.0"'3 BGY 103 9667 \\1LSHIRE BLVD BS-RS CP41 2 1844803.984 6436629.116 BGY 104 1940 CENTURY PARK EAST BGX-104 SS-RS-055 1845331.01 6"'37341.51 BGY-104 w
BS RS 185 1847190.143
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SS R4 073 1847040.96 6442770.07 BGX 104 SS R5 058 1847010.74 644-0479.18 BGY 101 0 BS-RS-187 1844946.635 6436922.969 BGY-102 241 S MORENO OR SS R4-074 1847001.82 6442764.23 BGX 104 SS-RS-059 00 BS-RS 188 1847167.038 6439598.422 BGY-102 9601 \\1LSHIRE BLVD 1847047.04 644-0476.92 BGY-101 0
BS RS-189 1846993.638 6438096.367 BGY 102 9740 \\1LSHIRE BLVD "' BS-RS 190 1846994.681 6437896.370 BGY 102 9754 \\1LSHIRE BL VD ::::-
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P.LAM LOS ANGELES COUNTY
CONTRACT NO z
DRAWING HAS BEEN FINANCED IN ��=�,
C1120- DU 4.2
JPART THROUGH A GRANT FROM ORA�BY
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THE U S. DEPARTMENT OF G. JAFFE METROPOLITAN TRANSPORTATION AUTHORITY -c

GEOTECHNICAL INSTRUMENTATION
DRAVVING NO REV Ct'.

TRANSPORTATION, FEDERAL TRANSIT 9-

ADMINISTRATION (FTA), UNDER THE
CHECKED BY BG-605 0
FEDERAL TRANSIT ACT OF 1964. AS J. KAN �.;_• TUNNEL CROSS PASSAGES o

AMENDED, AND IN PART BY THE
SCALE z

IN CHARGE
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JTAXES OF THE CITIZENS OF J. TOOTLE INSTRUMENTATION SCHEDULE NO SCALE u,
LOS ANGELES COUNTY AND OF 0 10/30/201 PL JJT 2677 6/30/2020 JOSEF J TOOTLE AFC I DU 4.2.1 -c
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a joint venture
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THE STATE OF CALIFORNIA DATE

SHEET NO
REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION 10 / 30 / 2019 in associalio11 with --Expect Excellence- SHEET 5 ec:; l"age1.1 011.1.1

WORKING SURF ACE
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1 o' 0. C. MAX- AL
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APPROVED
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METRO TRANSIT DIVISION

BUREAU OF ENGINEERING

CITY OF LOS ANGELES

NO EXCEPTIONS TAKEN
DATE: 03/27/2019 INITIALS: OB
SURFACE SETTLEMENT MARKER (AL TERNATE)0
N.T.S.

City ot Los Angeles Bureau of Engineering's review of these submittals, plans. specifications, and shop drawings shall not relieve METRO, i!s consultants, and ils contractors of the responsibility for errors, or omissions in the submitted OOCuments.

METRO is responsible to insure and confirm that the City of Los Angeles Standards (Standa,ds) are used to perlOITTI all wo� on or ellectmg City lacifities. The Standards shall be the current edition in use upon !he date City receives such submittal or per an eHective date as speci!ied in the agreement{� ooy). 03127/2019 ,,
SEE NOlE 2

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MARKER OR EQUIVALENT

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N.T.S.

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CAP
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GROUT
P1PE CAP

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04/1212019
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PERMANENT CASING
STD SlEEL PIPE
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--- 2" MIN II P� SOiEDUl£ 40 PIPE
--CEMENT GROUT BAa<FlLL
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PURPLE LINE EXTENSION
SECTION 2

NO EXCEPTIONS TAKEN
DATE: 03/27/2019 INITIALS: OB

METRO TRANSIT DIVISION

BUREAU OF ENGINEERING

CITY OF LOS ANGELES
Ctty ot Los Angeos Bureau or EC9ileering's review ot these subm,ttals, plans . specif cations, and shop drawings shall not relieve METRO. its C011sultants, and rts contractors ot the responsibility for errors, or omissions 11 the submitted documents.

METRO is responsoo to ,nsure aoo confirm that the Ctty or Los Angeos Stardards (Standards) are used to perlorm all worl< on or ettecil'9 Ctty racmtos. n..

Standards shall be the current edition in use upon the date City receives such submittal or per an etfective date as specified III lhe agreement �l any) 03/2712019

OBSERVATION WELL
(VIBRATING WIRE) �
N. T.S.

NOTES:
1 • IN PARKING GARAGE LEVEL, PLACE LIQUID
LEVEi.. GAUGE WITHIN 3' OF OEI.JNG.
2 . THE GROUT BACKFILL SHALL Mm THE

REQUIREMENTS FOR BOTH INCLINOMETER
AND VIBRATING \!ARE PIEZOMETER (VWP).

APPROVED FOR CONSTRUCTION
e.;
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APPROVED FOR CONSTRUCTION

APPROVED FOR CONSTRUCTION, AS NOTEO

DIGITAL BH PROFILE SENSOR

RESISTANCE

ENDING DEVICE

CARBON FIBER

EXTENSION ROD

WIRELESS
...---', MONITORING

GATEWAY

SUPPORT STEEL WIRE
'----TERMINAL CARRIAGE
l'--DIGITAL CONNECTOR

METRO TRANSIT DIVISION

BUREAU OF ENGINEERING

CITY OF LOS ANGELES
04/12/2019

NO EXCEPTIONS TAKEN
DATE: 03/27/2019 INITIALS: OB Date
INSTALLATION METHOD:

1. WELD BRACKETS ANO ATTACH A PROTECTIVE CASING PIPE
TO THE SOI.DIER PILE.

2. PLUG THE ENO OF THE PIPE ANO INSTALL THE SOLDIER PILE.

3. BACKFILL OR GROUT THE SOI.DIER PILE HOLE.

4. INSTALL THE INa.JNOMETER CASING INSIDE THE PROTECTIVE CASING PIPE.

5. PLACE THE GROUT IN THE PROTECTIVE CASING IN ACCORDANCE 'lt'ITH CONTRACT SPECIFICATIONS. THE GROUT SHALL BE FLUID ENOUGH TO BE PL.ACED BETWEEN PROTECTIVE CASE ANO INCLINOMETER CASINGS.

NOTES:

1. CAREFUL INSTALLATION OF THE SOLDIER PILE IS REQUIRED TO

A VOID DAMAGE TO THE PROTECTIVE CASING

2. DUE TO THE ACCESS LIMITATION AFTER DECKING, IN-PLACE

3. �&!�'l"m1(lf�.d\t-T'lfN1'fE��E8AeLE LOCATIONS ANO LAYOUTS SHOULD BE COOROINA TEO 'lt'ITH ONSITE CONTRACTOR.

4. INSTALL GUARD CASING ANO TRAFFIC COVER THROUGH DECK MAT. 5 • AFTER SOLDIER PILE IS INSTALLED, VERIFY PROTECTIVE
CASING IS UNDAMAGED PRIOR TO CONCRETING SOI.DIER PILE
BASE. IF THE CASING IS DAMAGED, REMOVE SOLDIER PILE ANO INSTALL A NEW PROTECTIVE CASING •
City ol Los Angeles Bureau of Engineering's rereN of these submrttat.. plans, specdications. and shop drav.ings shall net relieve METRO is consultanls, and ils contractors of the responsibirrty for errors. 01 omissions in ttie subnutted doo.Jrnents.

MfilQ. is responsible to insure and confirm that tt,e Cijy of Los Angeles Standards (S!andards) are used to perform all work on or elfecting City facilities The Standards shall be the curreni edition in use upon the date City receives suet, submittal or per an effective dare as specified in the agreemenl (ii any}. 03!2712019

IN-PLACE INCLINOMETER SENSOR DETAIL
N.T.S.

DIGITAL CABLE

SUPPORT HEAD
5' RUN PER SENSOR

TOBOTIOMOF

INCLINOMETER PIPE

CASING -SEE INCLINOMETER
DETAILS ON SHEET BG-811
�63"
CTL OF CAP BEAM =

CTL OF SOLDIER PILE

CAP BEAM
W14 X 145

CAP WALE
W36X 256
BOTTOM Of EXCAVATION

BRACING BY OTHERS

SUPPORT OF EXCAVATION

AND DECKING DETAILS

OMMITED FOR CLARITY
'
MIN. 5" DIA. SCH 80 PVC PROTECTIVE

CASING OR FORM SAVER

INCLINOMETER TIP ELEVATION
SHOWN ON SHEET BCG-601
BOREHOLE DIA. MIN. 4"

WATERTIGHT END CAP

SOLDIER PILE TIP ELEVATION
SHOWN ON SHEET BCG-601
----SOLDIER PILE
,-,
1 1 4" DIA.

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CASE 2
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HOLE
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. . . . . . . . . . . . . . . .

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PILE
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INCLINOMETER AT NS & SS
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TYPICAL WALEIV : : LAGGING
I!
•
MIN. 5" DIA. SCH 80 PVC PROTECTIVE

CASING OR FORM SAVER
' / '
:;;::.�'---PLASTIC INCLINOMETER
---....-'!"'-'--,- CASI NG 2 . 7 5: TY P.

IPI CABLE
28'±

TYPICAL INSTRUMENTATION LAYOUT

FOR SOLDIER PILE AND LAGGING WALL
N.T.S.

SURFACE
SETTI.EMENT
MARKER
SOI.DIER PILE {TIP.)
: EXCAVATION
'LINE

SOLDIER
PILE

SOLDIER PILE

PER PLAN
SECTION(CASE 1)
N.T.S.
' / '
•• ·• • f • ;.. .•. · �. . . . . �- Y/� ... � <. � -�?
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. . . . . .
;.·, : . «, - .. ;-- .]::: ,
. . . . , . :::·�:;;;:=::;;::==::::;;:=::;;::=

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PER PLAN
N.T.S.

LAGGING
CASE 1

SECTION IN-PILE INCLINOMETER

DECKING DETAILS

ARE SCHEMATIC
ONLY

INSTALL INCLINOMETER

THROUGH CONCRETE

DECK WITH TYPICAL

GUARD CASING AND

TRAFFIC WITH TRAFFIC

COVER (NOT SHOWN)
....................•.........•
INa.JNOMETER (CASE 1 Ill PILE)

APPROVED FOR CONSTRUCTION
t-::: I _ :-:::::=::-�-===----r--i---r--i--r--T""--r-------r----------�owoes,GG/<EC NEO ;;;,- BY --�-------r--:;;;;;.�--------------------------,--;-;-;;:.;-;:;;;-;;:;:--:;-;;-;;-;--;:-;-;:-;;=-=-:-:::=:--::-=-:-:=-:----::=-::c=-':'7':-=--r=c,:::-:c::=-:-----_j� '9 ��
f---1-----1--+--+---+---1--------+-----------1 ::i;';E Metro ��:;:;ti�:;�:;SPORTA TION AUTHORITY WESTSIDE :E��:�:N��l:;REU::1;:; 1�:CTION l
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LOSANGELESCDUNTYANDOF O 3/712019 PL JJT 2677 6130/2020 JOSEF J TOOTLE AFC SUBMITTAL APDU 2.6.2 a jotnt venture Ct ""!I' ,:;1 voc: E AILS >--- ---------1<( THESTATEOFCAUFORNIA. DATE --- . . . 'ti SHEET 3 SHEETNO a::

REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION 03 / 07 / 2019 111 association WI t -Expect Excellence0
.__ _.__..,_ _ _.__.___,_ _ __,_ _ __J
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C1120-SUB01070-CBH-O 13103-1.05.C-001.02
C1120-SUB01070-MTA-013103-1 05.C-001.02

Page 96 of 618 ends

Page 96 of 633 ends

Los Angeles County Metropolitan Transportation Authority WESTSIDE PURPLE LINE EXTENSION, SECTION 2
APDU 3.3 • PKG 3 VOL 1A, GEOTECHNICAL INSTRUMENTATION

AT WILSHIRE I RODEO STATION

APPROVED FOR CONSTRUCTION
a,
�
0 N
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0 0
SANTA MONICA BlVD

CONTRACT NO
C1120 -APDU 3.3
1 OF 7
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AS SHOWN

SHEET NO

DRAWING NO REV
BG-001 0
Initials of TPOG
M9!"f'!+
ajoillt �
.�af
-
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Date
DIVISION 20 YARD
(N.I.C.)
e,M
PURPl..f
SE
ll
CTION
NE �
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-
WESTSIDE PURPLE LINE EXTENSION • SECTION 2

GEOTECHNICAL INSTRUMENTATION

WILSHIRE I RODEO STATION

COVERSHEET

VERMONT I SANTA MONICA

VERMONT/BEVERLY

WILSHIRE I VERMONT
WASHINGTON Bl VD
: _,,.....,-EXISTING METRO
r REDLINE
-
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xpect Excellen
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\
�;;;,:,�""" \\
i-------r-----+--------+WE-TLAKE _S _ IMACARTHURPARK
\
\
WEST 3RD ST

LOS ANGELES COUNTY
fl)· Metro METROPOLITAN TRANSPORTATION AUTHORITY
1utor�!!! 13! �in �fion wit!i
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10/24/2019
ls BURTON WAY
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DESCRIPTION

BEVERLY
HILLS
SECTION 2

SEAL HOLDER
APDU 3.3

REV CATE BY APP REG NO EXPIRES

CHECKED BY
J. KAN
ORAWNBY 1----+---+---+-+---+---+------1------------1 G. JAFFE

IN CHARGE
1----+- 0 /2-9/24-10-11-9 P--+-- L JTJ--6-2 77--1-/-6 /2-0-0+-- 2 J-,-SO ,--E J...,,.F OOT �TL..,,..-+- E ----,A=c,...,. F A, ""P=uo.,....,3-,-3 .- J. TOOTLE

APPROVED FOR CONSTRUCTION

WEST LOS ANGELES

THE PREPARATION OF THIS

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PART TliROUGH A GRANT FROM
THE U.S. DEPARTMENT OF
TRANSPORTATION. FEDERAL TRANSIT

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

AMENDED, ANO IN PART BY THE
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
C1120-SUB01070-MTA-013103-1 05 C--001 02
Page97ot618

Page 97 of 633 ends

er,
5 N
gi
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0 - 0
0 APDU 3.3 - PACKAGE 3 VOLUME 1A - INDEX OF DRAWINGS

REVISION
NUMBER
0 0
SHEET
NUMBER
1 2

DRAWING
NUMBER
BG-001
BG-002
BG-811
BG-812
BG-813

GENERAL INFORMATION

COVERSHEET

INDEX OF DRAWINGS
GEOTECHNICAL INSTRUMENTATION - TYPICAL DETAILS - SHEET 1 GEOTECHNICAL INSTRUMENTATION - TYPICAL DETAILS - SHEET 2 GEOTECHNICAL INSTRUMENTATION - TYPICAL DETAILS - SHEET 3

REVISION SHEET

NUMBER NUMBER
0 3
0 4
0 5
0 6
0 7

DRAWING
NUMBER
BGR-101
BGR-111
BGR-601
BGR-602
BGR-603

STATION
GEOTECHNICAL INSTRUMENTATION - WILSHIRE I RODEO STATION - BUILDING LAYOUT - SHEET 1 GEOTECHNICAL INSTRUMENTATION - WILSHIRE I RODEO STATION - UTILITY LAYOUT SHEET 1 GEOTECHNICAL INSTRUMENTATION - WILSHIRE I RODEO STATION - INSTRUMENTATION SCHEDULE - SHEET 1 GEOTECHNICAL INSTRUMENTATION -WILSHIRE I RODEO STATION - INSTRUMENTATION SCHEDULE- SHEET 2 GEOTECHNICAL INSTRUMENTATION -WILSHIRE I RODEO STATION - INSTRUMENTATION SCHEDULE - SHEET 3 APPROVED FOR CONSTRUCT10N
APPROVED FOR CONSTRUCTION, N3 NOTED
�Metro
PI.IO'lf LINE EXIEiSION
SECTION2
NOTE:

SHEETS BG-811, BG-812, AND BG-813 INCLUDED FOR REFERENCE ONLY 1W9!'P.e!*.�af 8+
Ajoirtl'JIClfllln! ---
DRAWN BY 1----+---+-+--t---+--+-------t------------, G. JAFFE ,....,
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BG-002 0
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2 OF 7 E o
WESTSIDE PURPLE LINE EXTENSION • SECTION 2

GEOTECHNICAL INSTRUMENTATION

WILSHIRE I RODEO STATION

INDEX OF DRAWINGS
-
E
Ex
NGE.
pect Excellen
O
ceLOS ANGELES COUNTY

METROPOLITAN TRANSPORTATION AUTHORITY
lnttials of TPOG

ISSUED FOR
TRlJ1c� I 10N
Dale
Mor�!! R! �in association with
()

METRO /

CHECKEOBY
J. KAN

APP REG NO EXP SEAL HOLDER DESCRIPTION REV CATE BY IRES

IN CHARGE
I--0-+9�n�4/2�0�91 ,.+-,P�L--+-J�J�+-: T 2�n6 =-*a�� no�o 7 02:+-�OJ �S�E��F TJ=oo==Lr �E,-----jt------;A�cF �,�A�=uo�3�3.:-----j J.TOOTLE 1--''---1,::.:C.::..=.::..:..c.+..:....::-+..::..:..:-+-.::..::..:..:._+:::-=..:.:..::.:..::..:.,1--c.c...:-----+----------�M�10 / 23 / 2019

THE PREPARATION OF THIS

DRAWING HAS BEEN FINANCED IN

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

TRANSPORTATION, FEDERAL TRANSIT

ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT Al':,T OF 1964. AS

AM ENO ED, ANO IN PART BY THE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY ANO OF
THE STAlE OF CALIFORNIA.

APPROVED FOR CONSTRUCTION
07/06/20 JF
C1120-SUB01070-CBH-013103-1.05.C-001.02
C112Q...SUB01070-MTA-013103-1.05.C-001.02

Page 98 of 618 ends

Page 98 of 633 ends

ij
-g
- 0
0 .. - -
3 OF 7
BRG-101 0

AS SHOWN
C1120 - APDU 3.3

DRAWING NO REV

CONTRACT NO

SHEET NO
' '
9355 WILSHIRE Bl VD
4STORYBLDG
BS-WR-004 BS-WR-002
I
SS-WR-004 ;,,-
------ -
MPBX-WR-003
E-1
MPBX-WR-002
SS-WR-002 �
•
0 BS-WR-003 BS-WR-001

6. 6. FOR STRUCTURES WITH BASEMENTS AND/OR TIE

BACKS, PRECONSTRUCTION PHOTO DOCUMENTATION

OF BASEMENT WALLS ADJACENT TO PILE DRILLING

SHOULD BE COMPLETED IN ACCORDANCE WITH THE
GENERAL REQUIREMENTS. NOTIFY OWNER/OCCUPANTS

AND PERIODICALLY OBSERVE BASEMENT WALLS
DURING PILE DRILLING THROUGH TIEBACKS.
40' 20' 0
___
40' 80'
,:_ __ ....:;

GEOTECHNICAL INSTRUMENTATION

WILSHIRE I RODEO STATION

BUILDING LAYOUT
SHEET 1
WESTSIDE PURPLE LINE EXTENSION • SECTION 2
•
Cl)
'
'
' ' . ' '
1, I
:
;
ENGE.O
-Expect ExcellenceBS-WR-014
166 N CANON DRIVt

COLDWELL BANKER
1 STORY BLDG
BS-WR-015
NOTES:

1. SEE DRAWING BGR-111 FOR UTILITY INSTRUMENTATION

2. SEE APDU 2.6.2 DRAWINGS BG-811, BG-812, AND BG-813 FOR TYPCIAL DETAILS.

SEE DU 3.4 FOR STATION ENTRANCE AND APPENDAGE EXCAVATION

3. INSTRUMENTATION
SEE DU 4.2 FOR INSTRUMENTATION FOR EXCAVATIONS BY TUNNEL BORING

4. MACHINE.

FOR IN-GROUND INCLINOMETERS (IW), INSTALL 3 FEET BEHIND PILE LINE IN

5. ACCORDANCE WITH BG-813 DET Al A.
176 N CANON ORJVE

SPAGO RESTAUTANT
1 STORY BLDG

LOS ANGELES COUNTY
�Me METROPOLITAN TRANSPORTATION AUTHORITY tro
Tutor�!! & WSTV�ao
in association with
Initials of TPOG
�"3!-.�4 8+
Qjoifll'Vf:Jllluf! ---
9401 WILSHIRE BLVD
12 STORY BLOG
3 BASEMENT LEVELS
Date

LIMIT OF OBSERVATION FOR

PRECONSTRUCTION SURVEY
(HORIZONTAL)

CHECKEOBY
J. KAN

OESIGNED BY
P.LAM
41uebo

APPROVED FOR CONSTRUCTION
APPROYED FOR COHSTRUCTIOH, AS NOra>
METRO
LIMIT OF SURFACE/BUILDING 1: 2H • 1
SETILEMENT MARKERS FOR---4- _,_- HL---lI ,

STATION EXCAVATION
STERLING PlJ\2A
6STORYBLDG
1 BASEMENT LEVEL

LIMIT OF OBSERVATION STATION
N.T.S.

EXCAVATION GRADE
225 N CANON ORJVE

MONTAGE BEVERLY
8STORYBLDG
2 BASEMENT LEVELS
BS-WR-041
0 LIMIT OF OBSERVATION

LIMIT OF SURFACE/BUILDING

SETTLEMENT MARKERS

FOR STATION EXCAVATION

UNION K
8STORY LOG

ELIGIBLE RHP
E (Cl LIGIBLE RHR (3
' ' \ \ ,------,
\','\\' '
' '. '.
�-�---+---+---+----+----1--------1--------------, CRAWN� G. JAFFE

IN CHARGE
1--0---1--/29-4/2-1--10,....9 P_L--+--J-J-+- T 2--6 77---+6-3-/ /20 -0-2 4 -0 J-SO _E__F -J OOT _Tl_E-1----A""F..,..--C A"'/ P-,---0 --U .--3 -3 ---, J. TOOTLE l--��_JC::=..:AD ��:.:..:.:�B�Y'-1-�.... ::..:..-1-RE=G�NO_:._...i.::EXP.:..:.:.RI �E�-'-1-- S --'-C...C..:S�EAL_:_HOL�D-ER---+-----DE-S-�C-PTI-ON------;DAj0/23/2019 '----·
9470 9464

WILSHIRE WILSHIRE

BLVD BLVD
BLOG
9494
LSHIRE
VD
' ' ' '
BS-WR-048
BS-WR-049
e BUILDING SETTLEMENT REFERENCE MARKER (BS)
® SURFACE SETTLEMENT MARKERS (SS)
)( MULTI-POINT BOREHOLE EX1cNSOMETER (MPSX)
... INCLINOMETER (IS)
� INCLINOl,£JER Willi VIBRATING WIRE PIEZOMETER (IW)

S OBSERVATIONWELL(OW)
� OBSERVATIONWELLEXISTING(EW)
l::iiiiil DEEP BENCHMARK (OB)
� SlRAINGAUGE(SG)
£B l!TIUTY MONITORJNG POINT (UMP)
'<\,�
-,
-,
' ' -,
9465 WILSHIRE B '
LEGEND
J
-L----'----- BS-WR-050 BS-WR-047..---, , -
··········•···· �

THE PREPARATION OF THIS

DRAWING HM BEEN FINANCED IN

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

TRANSPORTATION, FEDERAL TRANSIT

ADMINISTRATION (FTA), UNDER TIE
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

APPROVED FOR CONSTRUCTION
•
07/06/20 JF

ADDITIONAL UTILITY INSTRUMENTATION WILL BE REQUIRED IF ADDITIONAL UTILITIES ARE FOUND BY CONTRACTOR WITHIN THE LIMITS OF OBSERVATION.

PROVIDE UTILITY OWNERS WITH ACCESS TO UTILITIES AND APPURTENANCES AT ALL TIMES.

UTILITIES SHOWN HAVE BEEN DRAWN PER AVAILABLE LOCAL AND 3RD PARTY AGENCY RECORDS, POTHOLING, AND PROPOSED REARRANGEMENTS.

INSTALL SURFACE SETILEMENT REFERENCE MARKERS TO INVERT DEPTH OF ADJACENT MAJOR UTILITY, AS NOTED ON BRG-<!02.

NOTES CONT:

5. 6.

8. 7.

SEE APDU 2.6.2 DRAWINGS 6�11, 6�12, AND BG-813 FOR TYPCIAL DETAILS.

NOT ALL UTILITIES ARE SHOWN ON THIS DRAING. ONLY UTILITIES REQUIRING INSTRUMENTATION ARE SHOWN.

SEE DU 4.2 FOR INSTRUMENTATION FOR EXCAVATIONS BY TUNNEL BORING MACHINE.

UTILITIES SHOWN ARE MAJOR UTILITIES WHICH ARE EXPECTED TO BE IN SERVICE AT THE TIME OF SUPPORT OF EXCAVATION INSTALLATION. CONFIRM LOCATION OF ALL UTILITIES PRIOR TO INSTALLATION OF SUPPORT OF EXCAVATION.

NOTES:

3. 4.

1. 2.

Initials of TPOG
�9!'P.t!*
ajo/,u >m
.�lU/1! if
-
�--

ISSUED FOR

CONSTRUCTION
Date
\
PURPlE LINE EXTENSION
SECTION2
APPROVED FOR CONSTRUCT10N
APPROVED FOR COHSTRIJCTION, � NOTED
LEGEND
m UTILITY MONITOR.ING P�NT (UMP)
@ SURFACE SETILEMENT MARKER (SS)
ri
N
" c
-5
0 N
0 N
0 LIMIT OF OBSERVATION
9465 V\llSHIRE BL
10 STORY BLOG
3 5 BASEMENT LEVELS
ELIGIBLE NRHP (Cl ELIGIBLE CRHR (3
z
l
----
- - -SS •
-----
9372
V\lLSHIRE
BLVD
SS-WR-088
9383
V\lLSHIRC55-WR
BLVD
1 STC:"" "'' "'"'
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®SS-WR-095
9378 V\lLSHIRE Bl VD

I EAST WEST BANK
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11�-+.!:!�N BO�A�ES�M�N�E -T -----��
"' FERRARI
1 STORY BLDG
-
UMP-WR-00
l
9393
V\lLSHIRE
BLVD
1 STORY BLOG
9397
V\lLSHIRE
BLVD
8" HP STLSCG
l I
I- �----,_...,---,
I
9420 V\lLSHIRE BLVD
0 ,-
D o a
0 =
-WR-116-------------, I
945'1 WILSHIRE BLVD
c________,
12" STL BHWS
.
(j)
I
9460 WLSHIRE BLVD
9"441 'MLSHIRE BLV
�:-----, _.1 SS-WR-11
UMPUNION BANK 6" STL BHWS
8 STORY BLDG
ELIGIBLE NRHP (Cl ELIGIBLE CRHR (3
�
I
9-464
V\lLSHIRE
BLVD
----
9470
V\lLSHIRE
BLVD
6"MPSTL
9494

LS HIRE
LVD
-----
42"
�._ SS-WR-11
L...--��------------, UM�-
c::,

APPROVED FOR CONSTRUCTION
40' 20' 0 � 40' 80' --,-----,
THE PREPARATION Of THIS

ORA'MNG 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, ANO IN PART BY THE

TAXES OF THE CITIZENS OF

LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA.

CHECKED BY
J. KAN

IN CHARGE
�0-+9-/2-/-4 0-29+-= 1 P,....-i--: L -:::T+J -::-:: 6=27:-+7 6:-::3/:-::-/0:::-:0:-:c 2 2+--:-OJ :::-;S;-;::;::-;--: FT J ;:;;O:;:;:;:;- O L-;:- T+E ---A;:;:F,-;:;�C A;:;:/ P;;:;-UD "3;,;3.,-------j J. TOOTLE �R�V_j..:'.'.:O'.:'.:A�Tc::'...'..::'.-\-..'.B�:....j....:,,,,=+. R-=E-=:..: G NO�FEX:.:P::.:RI:.:-==i- S --=-=-=-.=EAL--=-HO-'-L-'-DE-'-R-'---+-------=oe=s=c=,=R T::: PONI:::-- --, DA1o / 23 / 2019 WESTSIDE PURPLE LINE EXTENSION • SECTION 2
CO�CTNO z
a, Metro
LOS ANGELES COUNTY C1120 - APDU 3.3

METROPOLITAN TRANSPORTATION AUTHORITY

DRAVIIING NO REV
GEOTECHNICAL INSTRUMENTATION BRG-111 0

WILSHIRE I RODEO STATION
SCALE
Tutor Pel iii 8+
• STVt!}',!!lo ENGE.O UTILITY LAYOUT

AS SHOWN
a jqint ven SHEET NO ture
-.-- ...
in association with -Expect Excellence- SHEET 1 4 OF 7 c:; 07/06/20 JF
C1120-SUB01070-CBH-013103-1.05.C-001.02
C1120-SUB01070-MTA-013103-1.05.C--001.02
Page100of618

Page 100 of 633 ends

41Melro PURPl.E LINE EXTENSION f
BUILDING SETTLEMENT REFERENCE MARKER (BS) e SECTION2
INSTRUMENTATION ID NORTHING (FT) EASTING (FD SHEET NO. BUILDING ADDRESS APPROYED Fat CONSTRUCTlON t � MorPw.inl 8+
C O O • 0- 0 .. T I O ..

BS-WR-001 1846974 6441682 BRG-101 9360WILSHIRE BLVD APPROVED FOR CONSTRUCTION. ,s NOTED D liljrJi11/"IWfflll1'" --- iii
BS-WR-002 1847074 6441682 BRG-101 9355 WILSHIRE BLVD Date Initials of TPOG
BS-WR-003 1846974 6441632 BRG-101 9360 WILSHIRE BLVD ISSUED FOR BS-WR-004 1847074 6441632 BRG-101 9355 WILSHIRE BLVD IETRO R9'RE7 � ""' OBSERVATION WELL EXISTNG (EW) t ...

BS-WR-005 1846974 6441579 BRG-101 9372 WILSHIRE BLVD ofJ () IJ,r) I • ·N�TRI -TlnN NSIRUMEN:i:ATION D NORTHNG (FT) EAST,ING (FT) SHEET NO. DEPTH(FT) NOTES BS-WR-006 1847074 6441574 BRG-101 9355 WILSHIRE BLVD E-t25BJM-405 1847028 6440920 BRG-101 135 ABMIDON WELL BS-WR-007 1846975 6441524 BRG-101 9378 WILSHIRE BLVD
Qf3,,308. 1847024 6441081 BRG-101 131' AllANDON·WELL
BS-WR-008 1847114 6441517 BRG-101 159 N CRESCENT DRIVE
OB-307 1847023 6441149 BRG-101 132. ABANDON WELL
BRG-101 159 N CRESCENT DRIVE
G-4081P-306 1847021 64411l3 BRG-101 165 ABANDON·WELL
BS-WR-009 1847141 6441494 G-11 1847012 6441342 BRG-101 91 •. 5 ABMIDON·WELL BS-WR-010 1846975 6441485 BRG-101 9378 WILSHIRE BLVD E-126AIM-404 1847026 6441846 BRG-101 131 .. 5 AB.AN>ON IF N CONFLICT WITH TUNNEL BS-WR-011 1846957 6441485 BRG-101 9378 WILSHIRE BLVD
BS-WR-012 1847189 6441455 BRG-101 159 N CRESCENT DRIVE
BS-WR-013 1847190 6441392 BRG-101 166 N CANON DRIVE
BS-WR-014 1847166 6441365 BRG-101 166 N CANON DRIVE
BS-WR-015 1847140 6441333 BRG-101 166 N CANON DRIVE
BS-WR-016 1846938 6441317 BRG-101 9420 WILSHIRE BLVD US BANK a,
�
BS-WR-017 1847118 6441304 BRG-101 166 N CANON DRIVE �
0 t,tJLT�PONT BOREHOLE EXTENSOt>ETER (M'BX) N
BS-WR-018 1846977 6441304 BRG-101 9420 WILSHIRE BLVD US BANK INSTRUt,ENTATION NORTHING EASTING SHEET SURFACE ANCHOR A ANCHORS ANCHOR C in
BS-WR-019 1846977 6441245 BRG-101 9420WILSHIRE BLVD US BANK D (FT) (FT) NO.

ELEVATION ELEVATION ELEVATION ELEVATION INSTALLATION NOTES .. cm IFT\ leT\ ll"n
.,
BS-WR-020 1846977 6441189 BRG-101 9420WILSHIRE BLVD ROLEX .0
WBX-WR-001 1847007.1 6441631.6 BRG-101 217.3 210 189 168 BREAKOUT AREA; INCLUDE VWP E BS-WR-021 1846912 6441162 BRG-101 9420WILSHIRE BLVD ROLEX WBX-WR-002 1847007.1 6441681.6 BRG-101 216.7 210 189 168 BREAKOUT AREA; INCLUDE VWP .,
>
0 BS-WR-022 1846961 6441162 BRG-101 9420WILSHIRE BLVD ROLEX WBX-WR-003 1847043.5 6441681.6 BRG-101 216.9 210 189 168 BREAKOUT AREA; INCLUDE VWP z BS-WR-023 1847139 6441145 BRG-101 9401 WILSHIRE BLVD WBX-WR-004 1847043.2 6441631.6 BRG-101 217.4 210 189 168 BREAKOUT AREA; INCLUDE VWP BS-WR-024 1847108 6441107 BRG-101 9401 WILSHIRE BLVD
BS-WR-025 1847083 6441076 BRG-101 9401 WILSHIRE BLVD
BS-WR-026 1847078 6441035 BRG-101 9401 WILSHIRE BLVD �
BS-WR-027 1847on 6441009 BRG-101 9441 WILSHIRE BLVD
�
BS-WR-028 1846973 6441004 BRG-101 9430WILSHIRE BLVD ()
BS-WR-029 1846912 6441004 BRG-101 9430WILSHIRE BLVD I
BS-WR-030 1847139 6440984 BRG-101 9401 WILSHIRE BLVD g
BS-WR-031 1847111 6440980 BRG-101 9441 WILSHIRE BLVD
BS-WR-032 1846973 6440952 BRG-101 9454 WILSHIRE BLVD
IN-GROUND INCLINOt>ETER WITH VIBRATING WRE PEZOMETER (IW) BS-WR-033 1847076 6440948 BRG-101 9454 WILSHIRE BLVD
INSTRUfv'ENTATION NORTHING EASTING � SHEET NO.

SURFACE PILETP PILE LENGTH ACTUAL INCLO.DEPTH INCLO. TP INCLO.

IPITYPE
BS-WR-034 1846974 6440897 BRG-101 9454 WILSHIRE BLVD
ID (FTI (FT) ELEVATION (FT) ELEVATION (FT (Fn PILE EM3ED BELOW PILE ELEVATION LENGTH � W-WR-N59 1847062.8 6441028.5 BRG-101 224.2 123.75 95 17 20 104 120 UNIAXIAL N BS-WR-035 1841on 6440896 BRG-101 9441 WILSHIRE BLVD
�
W-WR-N93 1847062.8 6441280.6 BRG-101 221.0 123.75 91 17 20 104 117 UNIAXIAL BS-WR-036 1846917 6440854 BRG-101 9454 WILSHIRE BLVD �
W-WR-N129 1847067.1 6441548.0 BRG-101 213.7 118.00 95 19 20 98 116 UNIAXIAL BS-WR-037 1846974 6440854 BRG-101 9454 WILSHIRE BLVD �
BS-WR-038 1847078 6440847 BRG-101 9441 WILSHIRE BLVD
2 I
BS-WR-039 1847098 6440798 BRG-101 9441 WILSHIRE BLVD -
BS-WR-040 1847102 6440794 BRG-101 225 N CANON DRIVE
�
BS-WR-041 1847134 6440762 BRG-101 225 N CANON DRIVE
BS-WR-042 1846907 6440749 BRG-101 9460 WILSHIRE BLVD )
BS-WR-043 1846965 6440749 BRG-101 9460 WILSHIRE BLVD
1846977 BRG-101 9460 WILSHIRE BLVD
z
BS-WR-044 6440734 bBS-WR-045 18469n 6440687 BRG-101 9460 WILSHIRE BLVD IN-PILE INCLINOt>ETER (IS) A '1
BS-WR-046 1847127 6440664 BRG-101 9465 WILSHIRE BLVD INSTRUfv'ENTATION NORTHING EASTING (FT) SHEET NO.

SURFACE PILE TIP PILE LENGTH PILE EM3ED. INCLO. DEPTH INCLO. TIP INCLO. '1
BRG-101 9464 WILSHIRE BLVD
ID (FT) ELEVATION IFn ELEVATION IFn lfT\ IFn BELOW PILE ELEVATION LENGTH

IPITYPE
BS-WR-047 1846977 6440641
,-,
BS-WR-048 1847088 6440622 BRG-101 9465 WILSHIRE BLVD
IS-WR-NS 1847060 6440716 BRG-101 230.4 114.00 110 23 20 94 136 BIAXIAL �, BS-WR-049 1847077 6440596 BRG-101 9465 WILSHIRE BLVD
IS-WR-N22 1847060 6440797 BRG-101 228.1 118.75 103 22 20 99 129 UNIAXIAL BS-WR-050 18469n 6440596 BRG-101 9470 WILSHIRE BLVD
IS-WR-N32 1847055 6440856 BRG-101 226.2 124.75 96 16 20 105 121 UNIAXIAL 12 IS-WR-N43 1847055 6440919 BRG-101 226.7 124.75 95 16 20 105 122 UNIAXIAL IS-WR-N51 1847055 6440967 BRG-101 225.7 124.75 95 16 20 105 121 UNIAXIAL STRAl'I GAUGE (SG) IZl
IS-WR-N66 1847055 5441on BRG-101 222.8 123.75 94 17 20 104 119 UNIAXIAL �
NSTRUt>ENTATION ID STRUT NO. PILE NO. SHEET NO.

IS-WR-N74 1847055 6441135 BRG-101 223.1 123.75 93 17 20 104 119 UNIAXIAL iiJi SG-WR-52 S2 N8/S7 BRG-101
IS-WR-N80 1847055 6441181 BRG-101 223.2 123.75 93 17 20 104 119 UNIAXIAL SG-WR-$4 S4 N14/S14 BRG-101 DEEP·BENCHMARK !DBI I ..- IS-WR-N88 1847055 6441243 BRG-101 221.5 123.75 92 17 20 104 118 UNIAXIAL � SG-WR-57 S7 N22/S21 BRG-101 INS:r:RUMENTAl"ION D NORTHNG "'' EASTING<Fl SHEET NO . DEPTH 101, IS-WR-$7 1846988 6440716 BRG-101 228.2 115.00 109 22 20 95 133 BIAXIAL l<o SG-WR-S9A S9A N32/S32 BRG-101 DB-WR.-001- 1846817 6441471 BRG-101 120 IS-WR-S13 1846988 6440752 BRG-101 227.1 118.75 104 22 20 99 128 UNIAXIAL IN SG-WR-S13 S13 N43/S42 BRG-101 DB-WR-002 1847232 8440672 BRG-101 120 1846993 6440855 BRG-101 221.1 124.75
N
IS-WR-S32 96 16 20 105 116 UNIAXIAL
IX)
SG-WR-S16 S16 N51/S51 BRG-101 IS-WR-S42 1846993 6440916 BRG-101 220.6 124.75 95 16 20 105 116 UNIAXIAL eSG-WR-S19 S19 N51/S59 BRG-101 IS-WR-S51 1846993 6440969 BRG-101 219.5 124.75 95 16 20 UNIAXIAL SG-WR-S22 S22 N661S55 BRG-101
105 115
SG-WR-S27 S27 N80/S80 BRG-101
IS-WR-S80 1846993 6441181 BRG-101 220.2 123.75 93 17 20 104 116 UNIAXIAL esSG-WR-S31 S31 N88/S88 BRG-101 IS-WR-S88 1846993 6441246 BRG-101 221.5 123.75 92 17 20 104 118 UNIAXIAL �
SG-WR-S35 S35 N99/S98 BRG-101
IS-WR-S92 1846993 6441278 BRG-101 220.2 123.75 91 17 20 104 116 UNIAXIAL SG-WR-S39 S39 N108/S107 BRG-101 IS-WR-S119 1846989 6441480 BRG-101 218.5 121.75 91 19 20 102 117 UNIAXIAL SG-WR-S41 S41 N113/S112 BRG-101 OBSERVATION WELL (OW) S IS-WR-S125 1846989 6441528 BRG-101 218.2 118.00 19 20 UNIAXIAL t>
INSTRUMENTATION ID NORTHNG (FT' EASTNG(FT) Sl-£ETNO. DEPTH(FT) 95 98 120
SG-WR-S44 S44 N120/S119 BRG-101 �
IS-WR-E03 6441528 1847087 BRG-101 211.4 TBD TBD TBD 20 TBD TBD UNIAXIAL SG-WR-$47 S47 N1271S125 BRG-101 O.W·WR-001. 1� 6441470 BRG-101 12.0 c[ SG-WR-S1N S1N N6/W8 BRG-101 OW'WR-002 1846878 6441'113 BRG-101 120· IS-WR-E02 6441132 1846958 BRG-101 222.1 TBD TBD TBD 20 TBD TBD UNIAXIAL -
SG-WR-S1S S1S S5/W4 BRG-101 OW-WR--003 1� 6440848 BRG-101 120 IS-WR-E01 6441065 1846929 BRG-101 218.4 TBD TBD TBD 20 TBD TBD UNIAXIAL SG-WR-S49N S49N N131/E8 BRG-101 OW·WR-004, 1847222 6441206 BRG-101 120 SG-WR-S49S S49S S1291E4 BRG-101 OW,WR-005· 1847227 6440685 BRG-101 120· ....

I
/
s
APPROVED FOR CONSTRUCTION �

CONTRACT NO
THE PREPARATION OF THIS �

DRAWING HAS BEEN
P.LAM LOS ANGELES COUNTY C1120-APDU3.3 FIN.'.NCED IN �, ';;:

PART THROUGH A GRANT FROM DRAWN BY METROPOLITAN TRANSPORTATION AUTHORITY THE U.S. DEPARTMENT OF G. JAFFE

DRAWING NO REV
TRANSPORTATION, FEDERAL TRANSIT CHECKED BY �
Ji �m
GEOTECHNICAL INSTRUMENTATION BRG-601 0
ADMINISTRATION {FTA), UNDER THE
FEDERAL TRANSIT A<::T OF 1964, AS J. KAN WILSHIRE I RODEO STATION � SCALE

AMENDED, AND IN PART BY THE IN CHARGE
�
Tutor Pe, iii 8t WSTViJ¥go ENGE.O

INSTRUMENTATION SCHEDULE
AS SHOWN ';;:

TAXES OF THE CITIZENS OF J. TOOTLE
LOS ANGELES COUNTY ANO OF 0 9/24/2019 PL JJT 2677 6/30/202( JOSEF J TOOTLE AFC I APDU 3.3 "joint venture SHEET NO THE STATE OF CALIFORNIA DATE F' c��·:...,,_...... -- In as:socialion with -Expect Excellence- SHEET 1 � REV DATE BY """ REG NO EXPIRES SEAL HOLDER DESCRIPTION 10/23/2019 5 OF 7 ,, 07/06/20 JF
�
1utorPelili 8•
!-'age 1:ir or.:IN

PURPLE LINE EXTENSION
SECTION2 oo•�o•�••o,.
a joi11r l't'JWll --

APPROVED FOR CONSTRUCOON
APf'ROVED FOR CONSTRUCTlON, AS NOTED � Date Initials of TPOG

ISSUED FOR
:I:

NOTES: NOTES CONTINUED:
n,
CON�TRUCTION
a:

1. FURNISH CHISEL MARK, P-K NAIL, OR ROAD PRISM 6. FOR STAGES PRIOR TO THE "BOTTOM OF N
METRORfl'Rf DAl ADJACENT TO SURFACE SETTLEMENT MARKER EXCAVATION" �RIOR TO FULL DEPTH ,;;
- uJ�a
EMBEDDED GREATER THAN 4 FEET BELOW EXCAVATIONd'rl HE VALUE OF 0.25" COULD BE I ')\\. 10
'
GROUND SURFACE. USED FOR A ON LEVEL IF PREDICTED
� DISPLACEMENT VALUE IS LESS THEN 1/4".

SOE LATERAL DISPLACEMENT 0ROFILE FOR SELECTED STAGES SOE LATERAL DISPLACEMENT PROFILE FOR SELECTED STAGES

2. SURFACE SETTLEMENT MARKER EMBEDDED STARTING WITH THE "BOTTOM OF EXCAVATION" GREATER THAN 4 FEET BELOW GROUND SURFACE tULL DEPTH EXCAVATION) STAGE, THE VALUE OF EP 8 PRIORTO INSTAUA110N OF BOTTOM EP 39

PRIOR TO

INSTALLATION OF BOTTOM
MAY BE SUBSTITUTED 'MTH UTILITY MONITORING .25" COULD BE USED FOR ACTION LEVEL IF FIXTOP WHEEL AT EL 228 STRUT3 BOTTOM OF EXCAVATION SLAB REMOVAL OF STRUT 4 FINAL STAGE FIXTOP WHEEL AT EL 228· STRUT3 BOTTOM OF EXCAVATION SLAB
REMOVAL OF STRUT 4 FINAL STAGE POINT tLTERNATE 2) FOR AUTOMATED PREDICTED DISPLACEMENT VALUE IS LESS THEN PLACEMENT PLACEMENT MONIT RING. 1/4'. IF PREDICTED DISPLACEMENT VALUE IS ELEV A TIQN (FT) DEPlH (FT) PREClCTED (IN) PREDICTED-(IN) ACTION (IN) PREDICTED (IN) ACTION (IN) PREDICTED (t<) ACTIONQN) PREClCTED (t<) ACTION (IN) ELEVATION (Fl) DEPT.H (Fl) PREDICTED (IN) PREDICTED (IN) ACTION (Ill) PREDICTED QN) ACTION (IN) PREDICTED ON) ACTION (IN) PREDICTED (IN) ACTION (IN) 3. FURNISH MONITORING DATA AND REPORTS IN GREATER THEN 1/4", THEN 110% OF PREDICTED
VALUE �S LISTED IN THE TABLES) SHALL BE USED
228 0 0.07 0.05 0.25 0.07 Q25 0.07 0.25 0.-08 0.25 228 0 0.09 0.14 0.25 0.16 0.25 0.16 0.25 0.22 0.25 ACCORDANCE WITH CONTRACT SPECIFICATIONS FOR AC ON LEVEL. 223 -5 0.06 0.06 0.25 0,07 0.25 0.07 0.25 0.10 0-25 223 -5 0.09 0;14 0.25 0.15 0.25. 0.15 0.25 0.23 0.25

IN ORDER TO OBSERVE TRENDS IN DATA AND
218 -10 0.07 0.08 0.25 0.06 0.25 0.08 0.25 0.14 0.25 218 -10 0.09 0.15 0.25 0.16 0.25 0.16 0.25 0.25 0.28 MOVEMENT. 7. AT THE WEST BULKHEAD, ACTION LEVEL FOR
213 -15 0,09 0.11 0.25 0. 12 0.25 0.12 0.25 0.23 0.25 213. -15 0.1.t 0,17 0.25 0.18 0.25 0.18 0.25 0.32 0.35 UMP-WR--050 THROUGH UMP-WR--055 AND

4. REFER TO SHEETS STRE-041 THROUGH STRE--049 SS-WR-123 THROUGH SS-WR-127 SHALL BE 0.25'. A 208 -20 0.11 0.15 0.25 0.16 0.25 0.16 Q25 0.29 0.32 208 -20 0.13 0,20 0.25 0.20 0.25 0.20 0.25 0.37 0.40 FOR DESCRIPTION OF CONSTRUCTION STAGES. CONDITIONAL MAXIMUM LEVEL OF 0.35' IS 203 -25 0.15 0.21 0.25 0.22 0.25 0.22 Q25 0.34 0.37 203 -25 0.17 0.25 0.25 0.25 0.28 0.25. 0.-28 0.39 0.43 REQUIRED PRIOR TO TUNNELING TO ALLOW FOR 198 -30 0.18 0.26 0.29 0.27 0.29 0.27 0.29 0.36 0.39 198 -30 0.19 0.28 0.31 0.28 0.31 0.28 0.31 0.39 0.43

5. INCLINOMETERS· FURNISH IPI SENSORS IN BREAK-IN/BREAK-OUT SETTLEMENT. 193 -35 0.16 0.29 0.32 0,30 0.33 0.30 0.33 0.35 0.39 193 -35 0.17 0.30 0.33 0.30 0.33 0.30 0.33 0.37 0.40 ACCORDANCE WITH CONTRACT SPECIFICATIONS.

FURNISH MONITORING DATA FOR DEPTHS NOT 8. AT THE EAST BULKHEAD, ACTION LEVEL FOR 188 -40 0.12 0.39 0.43 0.39 0.43 0.40 0.43 0.39 0.43 188 -40 0.13 0;38 0.42 0.38 0.41 0.38 0.42 0.39 0.43 LISTED IN ORDER TO OBSERVE TRENDS IN DATA UMP-WR--006 THROUGH UMP-WR-010 AND 183 -45 0.10 0.50 0.55 0.49 0 .. 54 0.50 0.55 0.48 0.53 183. -45 Q1.1 0.46 0.50 0.44 0.49 0.45 0.50 0.45 0.49 AND MOVEMENT. SS-WR--089 THROUGH SS-WR--093 SHALL BE 0.20 •. 178 -50 0.09 Q56 0.61 0.54 0.59 0.55 0.60 0.53 0.59 176 -50 0.10 0.48 0.53 0.46 0.51 0.48 0.52 0.4T 0.51 A CONDITIONAL MAXIMUM LEVEL OF 0.29' IS
173 -55 0.08 0.53 0.59 0.52 0.57 0.52 0.57 0.51 0.56 1T3 -55 0.09 0.43 0.46 0.42 0.42 0.46 REQUIRED PRIOR TO TUNNELING TO ALLOW FOR 0

0.48 0.42 0.46 BREAK-IN/BREAK-OUT SETTLEMENT. N
168 -60 0.07 0.42 0.47 0,41 0.45 0.41 0.45 0.41 0.45 188 -60 0.08 0,31 0.34 0.30 0.33 0.30 0.33 0.30 0.34 0 N
163 -65 0,07 0.28 0.31 0.27 Q30 0.27 Qj() 0.27 0.30 1.63 -65 0.08. 0.21 0.25 0.19 0.25 0.19 0.25 0,20 0.25 158 -70 0.06 0.17 0.25 0.15 0.25 0.15. 0.25 0.15 0.25 168 -70 0.07 0;17 0.25 0.15 0.25 0.15 0.25 0.16 0.25 ..f'
N
153 -75 0.06 0.12 0.25 0.11 0.25 0.11 0.25 0.11 0-25 153 -75 0.07 0.14 0.25 0.13 0.25 0.13 0.25 0.13 0.25 "
c
:,
-,
UTLITY MONITORING POINT (.UW) Hi
INSTRUMENTATION O NORTHING IFl EASTING(FT OESCRPTION
UMP-WR-001 1847069 6441663 6"WSTLSCG
UMP-WR-002 1846905 6441459 100UAT&T
SURFACE SETTLEr.ENT M'IRKER (SS ® SURFACE SEDLEr.ENT M'IRKER fSS e SURFACE SETTLEMENT MARKER (SS) )(J
UMP-WR-003 1846945 6441459 10DUAT&T
INSTRUr.ENTATION ID NORTHING (FT EASTl)'Kl fFT' SHEET NO. INSTALLATION NOTES INSTRUM:NTATION ID NORTHING IFT EASTING IFT SHEET NO. INSTALLATION NOTES INSTRUt,ENTATION O NORTHNGIFT EASTING (FT SHEE'TNO. INSTALLATION NOTES UTILITY LOCATION UMP-WR-004 1846975 6441462 100UAT&T
c.,
SS-WR-043
SS-WR-088 1846905 6441467 BGR-111 EMBED AT UTLITY INVERT 100UAT&T SCANONOR UMP·WR-005 1846984 6441520 100UAT&T �
SS-WR-001 1847025 6441682 BGR-101 -· 1846940 6441154 BGR-101 - 0 SS-WR-089 1847006 6441624 BGR-111 EMBED AT UTLITY NVERT 18' PVC BHSS; 6" MP STL SCG WLSHIRE BL VD UMP-WR-006 1847005- 6441594 6'WSTLSCG
c-J
SS-WR-002 1846988 6441682 BGR-101 -- SS-WR-044 1846912 6441154 BGR-101 - UMP-WR-007 1847005 6441613 6.' W STL SCG SS-WR-090 1847061 6441664 BGR-111 EMBED AT UTLITY NVERT 6'MPSTLSCG WLSHIRE BL VD 0 SS-WR-003 1847062 6441682 BGR-101 - SS-WR-045 1846982 6441150 BGR-101 -· UMP-WR-008· 1847037 6441594 16"STLBHWS <O
SS-WR-091 1847047 6441624 BGR-111 EMBED AT UTLITY INVERT 6' IJ,f' STL SCG; 16' STL BHWS WLSHIRE BL VD I SS-WR-004 1847061 6441632 BGR-101 - SS-WR-046 1846983 6441114 BGR-101 - SS·WR-092 1847047 6441594 BGR-111 EMBED AT UTLITY INVERT 6' W STL SCG; 16' STL BHWS WR.SHIRE BL VD UMP-WR-009 1847033 6441614- 6"WSTLSCG Q'.

SS-WR-005 1846988 6441632 BGR-101 -- SS..WR-047 1846912 644111-3 BGR-101 - SS-WR-093 1846997 6441594 BGR-111 EMBED AT UTLITY NVERT 6" MP STL SCG WJLSHIRE BL VD UMP-WR-010 1847037 6441624 1.6" STL BHWS �
SS-WR-006 1847026 6441632 BGR-101 SS..WR-048 1846885 6441113 BGR-101 SS·WR-094 1846977 6441520 BGR-111 EMBED AT UTLITY INVERT 10DUAT&T W.LSHIRE BL VD UMP-WR-011 1847069 6441624 6" W STL SCG I
- -
0 SS-WR-007 1846978 6441548 BGR-101 SS-WR-049 1847067 6441111 BGR-101 SS·WR-095 1846945 6441467 BGR-111 EMBED AT UTLITY INVERT 100UAT&T SCANONOR UMP-WR-012 1847072 6441542 3'MPSCG N
-- - �
SS-WR-096 1846975 6441470 BGR-111 EMBED AT UTLITY INVERT 10 OU AT&T SCANONOR UMP-WR-013 1847072 6441540 16"STLBHWS
SS-WR §. -008 1847074 6441544 BGR-101 .. SS-WR-050 1846873 6441082 BGR-101 - UMP-WR-014 1847073 64415.28 100UAT&T SS-WR-097 1847072 6441520 BGR-111 EMBED AT UTLITY INVERT 10 OU AT&T ALLEY SS-WR-009 1847100 6441521 BGR-101 - SS-WR-051 1846912 6441058 BGR-101 - UMP-WR-015 1847097 6441508 100UAT&T SS-WR-098 1847072 6441552 BGR-111 EMBED AT UTLITY INVERT 3'MPSCG ALLEY SS-WR-010 1846978 6441508 BGR-101 .. SS..WR-052 1846886 6441058 BGR-101 - SS-WR-099 1847098 6441512 BGR·-111 EMBED AT UTLITY INIIERT 10 OUAT&T;3' MP SCG ALLEY UMP-WR-016 1847101 6441518 3"MPSCG �
SS-WR-011 1847067 6441496 BGR-101 - SS-WR-053 1846982 6441055 BGR-101 - SS-WR-100 1847123 6441488 BGR-111 EMBED AT UTLITY NVERT 10 OU AT&T; 3' MP SCG ALLEY UMP-WR-017 1847132 6441483 3" W SCG �I
UMP-WR-018 1846903 6441142 8"STLBHWS
...

SS-WR-012 1847089 6441496 BGR-101 - SS-WR-054 1846940 6441055 BGR-101 - SS-WR-101 1847137 6441253 BGR-111 EMBED AT UTLITY INVERT 8" HP STL SCG; AT&T T NCANONOR t'
SS-WR-013 1847117 6441487 BGR-101 SS..WR-055 1847067 6441034 BGR-101 SS-WR-102 1847137 6441189 BGR-111 EMBED AT UTLITY INVERT 12'STL BHWS NCANONOR UMP-WR-019 1846910 6441149 6' W STL SCG
.. -
SS-WR-014 1847142 6441482 BGR-101 SS-WR-056 1846912 6441033 BGR-101 SS-WR-103 1847096 6441227 BGR-111 EMBED AT UTLITY INVERT 12"STLBHWS NCANONOR UMP·WR-020 1846910 64411� 8" 1-P STL SCG
.. -
SS·WR-104 1847100· 6441276 BGR-111 EMBED AT UTLITY INIIERT 8' HP STL SCG; AT&T T; SD NCANONOR UMP·WR-021 1846950 6441143 8"STLBHWS
SS-WR-015 1846917 6441467 BGR-101 -- SS-WR-057 1846940 6441030 BGR-101 - UMP-WR-022 1846950 6441149 6" W STL SCG 1 SS-WR-016 1846978 6441466 BGR-101 SS-WR-058 1846961 6441030 BGR-101 SS-WR-105 1847072 6441293 BGR-111 EMBED AT UTLITY INIIERT 8" HP STL SCG; AT&T T; SD NCANONOR .. -
SS·WR-106 6441272 BGR-111 EMBED AT UTLITY INIIERT 8" HP STL SCG; AT&T T; SO UMP-WR-023 1846950 64411� 8"HP STLSCG LL
SS-WR-059
1847072 NCANONOR
SS 5- -WR-017 1846947 6441466 BGR-101 - 1846983 6441030 BGR-101 - SS-WR-107 1847072 6441243 BGR-111 EMBED AT UTLITY INIIERT 16"STL BHWS NCANONOR UMP-WR-024 1846982 6441143 8"STLBHWS
SS-WR-018 1847097 6441458 BGR-101 -- SS-WR-060 1847095 6440999 BGR-101 - 6' MP STL SCG; 8' HP STL SCG; UMP-WR-025 1846982 6441149 6" W STL SCG
"'1
SS-WR-019 1846947 6441430 BGR-101 SS-WR-061 1846983 644098.0 BGR-101 SS-WR-106 1846918 6441151 BGR-111 EMBED AT UTLITY NVERT 8" STL BHWS; 4-4' PVC SCE
SREEVESOR UMP-WR-026 1846982 64411� 8"HPSTLSCG
- "'
- I UMP-WR-027 1847067 6441286 8"HPSTLSCG
SS-WR-020 1846978 6441430 BGR-101 - SS-WR-062 1847067 6440980 BGR-101 - SS·WR-109 1846941 6441152 BGR-111 EMBED AT UTLITY NVERT 6" MP STL SCG; 8" HP STL SCG;
SREE\>£SOR 1847067 6441282
8" STL BHWS; 4-4' PVC SCE �
UMP-WR-028 100UAT&T
SS-WR-021 1846917 6441430 BGR-101 -- SS-WR-063 1847139 6440968 BGR-101 - UMP-WR-029 1847066 6441251 16'STLBHWS 6" MP STL SCG; 8" HP STL SCG;
-c
SS-WR-022 1847122 6441427 BGR-101 -- SS-WR-064 1847067 6440921 BGR-101 - SS-WR-110 1846959 6441152 BGR-111 EMBED AT UTLITY INVERT SREE\>£SOR UMP-WR-030 1847101 6441235 12"STLBHWS SS-WR-023 1847079 6441424 BGR-101 SS-WR-065 1846985 6440921 BGR-101 8" STL BHWS; 4-4" PVC SCE
UMP-WR-031 1847100 6441286 8"HPSTLSCG
f;' .. - 6" MP STL SCG; 8" HP STL SCG;
SS·WR-1·11 1846987 6441153 BGR-111 EMBED AT UTLITY INVERT SREE\>£SOR 6441266 " SS-WR-024 1846978 6441411 BGR-101 ·- SS-WR'066 1846985 6440872 BGR-101 - 8' STL BHWS; 4-4' PVC SCE UMP-WR-032 1847137 8'HP STLSCG � SS-WR-025 1847079 6441384 BGR-101 - SS-WR-067 1847068 6440870 BGR-101 - SS-WR-112 1847067 6441046 BGR-111 EMBED AT UTLITY INVERT 8-4" SCE; W; 10" CONC BHSS; T ALLEY UMP-WR-033 1847137 6441239 100UAT&T
SS-WR-026 1846978 6441384 BGR-101 SS-WR-068 1846968 6440845 BGR-101 SS-WR-113 1847067 6441005 BGR-111 EMBED AT UTLITY INVERT 8-4" SCE; W; 10" CONC BHSS; T ALLEY UMP-WR-034 1847138 6441199 12"STLBHWS
·- - UMP-WR-035 184.7067 6441038 4-4"AT&TCA -
SS-WR-027 1847098 6441384 BGR-101 - SS-WR-069 1846912 6440845 BGR-101 - SS-WR-1·14 1847097 6440997 BGR-111 EMBED AT UTLITY INVERT SCE; 10" CONC BHSS ALLEY 6441025 vi
SS-WR-115 1847137• 6440964 BGR-111 EMBED AT UTLITY INVERT SCE; 10" CONC BHSS ALLEY UMP-WR-036 1847067 8-4"SCE
SS-WR-028 1846978 6441356 BGR-101 - SS-WR-070 1846940 6440845 BGR-101 - ...J
UMP-WR-037 1847067 6441014 3'MPSCG �
SS-WR-029 BGR,101 SS-WR-071 1846985 6440845 BGR-101
SS-WR-116 1846980 6440832 BGR-111 EMBED AT UTLITY INVERT 8'STLBHWS S BEVERLY DR 1847098 6441356 .. - UMP·WR-038 1847099 6441015 3• W SCG SS-WR-030 1847079 6441355 BGR-101 SS-WR-072 1847075 6440813 BGR-101 SS-WR-117 1846937 6440832 BGR-111 EMBED AT UTLITY INVERT 8'STLBHWS S BE\/ERLYDR 6441007 16"STLBHWS
I .. - SS-WR-118 1846910 6440832 BGR-111 EMBED AT UTLITY INIIERT 8'STLBHWS S BEVERLY OR UMP-WR.·039 1847098
SS-WR-031 1847087 6441318 BGR-101 - SS-WR-073 1847104 6440786 BGR-101 - SS·WR-1-19 1846905 6440166 BGR-111 EMBED AT UTLITY INVERT 6"STLBHWS SBEVERLYOR UMP-WR-04-0 1847140 6440973 16" STL BHWS
SS.WR-032 1847112 6441299 BGR,101 SS-WR-074 1847122 64407'.69 BGR-101 - SS-WR-120 1846955 6440766 BGR-111 EMBED AT UTLITY INVERT 6"STLBHWS S BE\/ERL Y DR UW-WR-041 1847139 6440982 3" W SCG
-
SS-WR-033 1846988 6441275 BGR-101 SS-WR-075 1846965 6440758 BGR-101 SS-WR-121 1847072 6440786 BGR-111 EMBED AT UTLITY INVERT 12" STL BHWS; 18" PVC SO N BE\/ERL Y OR UMP-WR-042 1846905. 6440774 6"STLBHWS
- -
SS-WR-076 1846907 6440757 BGR-101 SS-WR-122 1847096 6440782 BGR-111 EMBED AT UTLITY INVERT 12" STL BHWS; 18" RCP SD NBE\>£RLYOR UMP-WR-043· 1846910 6440823 6" STLBHWS
SS-WR-034 1847139 6441274 BGR-101 .. - UW-WR-044 1846937 6440824 &"STLBHWS SS-WR-123 1847035 6440653 BGR-111 EMBED AT UTLITY NVERT 16" S'Tl. BHWS; 42" PVC SD WLSHIRE BL VD SS-WR-035 1847067 6441220 BGR-101 - SS-WR-077 1846936 6440755 BGR-101 - UW-WR-045 1846980 6440824 &"STLBHWS SS-WR-036 1847-095 6441218 BGR-101 SS-WR-078 1846985 6440755 BGR-101 SS-WR-124 1847038 6440606· B.GR-111 EMBED AT UTLITY INVERT 16" STL BfMIS; 42" PVC SO WLSHIRE BLVD UW-WR-046 18469� 6440775 6"STLBHWS
-- -
SS-WR-079 1847143 6440753 BGR-101
SS-WR-125 1847058 6440808. B.GR-111 EMBED AT UTLITY INVERT 6' MP STL SCG; SO WILSHIRE BL VD UMP-WR-047 1847144 6440747 12"STLBHWS
SS-WR-037 1846980 6441217 BGR-101 -- - SS-WR-126 1847043 6440626 BGR-111 EMBED AT UTLITY INVERT 6' f,f' STL SCG; 16" STL BHWS WLSHIRE. BLVD ':::-
SS-WR-038 1847115 6441202 BGR-101 - SS-WR-080 1846985 6440711 BGR-101 - SS-WR-127 1847055 6440653 BGR-111 EMBED AT UTLITY INVERT 6'MPSTLSCG WLSHIRE. BLVD UMP-WR-048 1847096 6440m 12'STLBHWS
SS-WR--039 1847139 6441182 BGR-101 SS-WR-081 1847095 6440701 BGR-101 SS-WR-1·28 1847142 6440T.l6 BGR-111 EMBED AT UTLITY INVERT 12" STL BHWS; 18" RCP SD N BE\/ERL Y OR UMP-WR-049 1847073 6440776 12'STLBHWS
.... - -
SS-WR-040 6441168 BGR-101 SS-WR-082 1847113 6440687 BGR-101 UMP-WR-050- 1847053 6440633 6" f,f' STL SCG
1846983 -
- UMP-WR-051 1847043 6440633 16"STLBHWS
SS-WR-041 1847067 6441168 BGR-101 - SS-WR-083 1847068 6440679 BGR-101 - UMP-WR-052 1847053 6440663 6" W STL SCG SS-WR-042 1846961 6441154 BGR-101 - SS-WR-084 1847140 6440663 BGR-101 - UW-WR-053 1847042 6440663 16"STLBHWS ..

UMP·WR-054 1847047 6440593 16"STLBHWS 1-1
UMP-WR-055 1847060 64405� 6" W STL SCG
/

APPROVED FOR CONSTRUCTION
'1 ....
�

DESIGNED BY
()Metro
WESTSIDE PURPLE LINE EXTENSION • SECTION 2
CONTRACT NO z
THE PREPARATION OF THIS P.LAM LOS ANGELES COUNTY
-
DRAWING HAS BEEN ANANCEO IN - �J$�
C1120 - APDU 3.3

PART THROUGH A GRANT FROM DRAWN BY METROPOLITAN TRANSPORTATION AUTHORITY THE U.S. DEPARTMENT OF G. JAFFE

DRAWING NO REV
TRANSPORTATION, FEDERAL TRANSIT CHECKED BY GEOTECHNICAL INSTRUMENTATION BRG-602 0 ADMIN1STRATION (FTA), UNDER THE J. KAN
c.,
FEDERAL TRANSIT ACT OF 1964, AS '1' /"'22 WILSHIRE I RODEO STATION SCALE �
AMENDED, AND IN PART BY THE �,,· Tutor Perini 8+ �o ENGE.O IN CHARGE AS SHOWN - TAXES OF THE CITIZENS OF � J. TOOTLE �
� INSTRUMENTATION SCHEDULE
LOS ANGELES COUNTY AND OF 0 9/24/2019 PL JJT 2677 6/30/2022 JOSEF J TOOTLE AFC I APDU 3.3 -f/'t or c�" - a Joint venture. SHEET NO
�
DATE --· in association with SHEET2 THE STATE OF CALIFORNIA. 10/23/2019 -Expect ExcellenceREV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION 6 OF 7 07/06/20 JF
UBO 1070-CBH-O 131 03-1.05.C·OOl .02
�
Page102of618
UB01070-MTA-0131Q3..1 05.C-001.02 """-" LIE EXIENSION Page 102of633 SECTIOH2
Al'PI\O\'ED FOR CONST1WC110fl
APf'ftOYED FOR CQNSlRLICTlall, AS NOTED

SOE LATERAL DISPLACEMENT PROFILE FOR SELECTED STAGES
SURFACE SEI 1£UvENT MARKERS NOTES: NOTES CONTINUED:
�
ACTION IWIXl',tJM
t? Pl)..ES N96 - N.133 PRIOR TO BRACING LEVEL 4 RE.MOVAL OF BRACING REMOVAL OF BRACING

FINAL STAGE

0.35 0.5 METRO RE
trfiC
,...
'� 1. FURNISH MONITORING DATA AND REPORTS IN 5. FOR STAGES PRIOR TO THE 'BOTTOM OF � FIX TOP WHEEL AT EL 224 PLACEMENT BOTIOM OF EXCAVATION LEIIEL5 LEI/EL 3. fk6{ to ACCORDANCE WITH CONTRACT SPECIFICATIONS EXCAVATION" �RIOR TO FULL DEPTH IN ORDER TO OBSERVE TRENDS IN DATA AND EXCAVATIONcl'ri HE VALUE OF 0.25" COULD BE ELEVATION tFTl DEPTH(FT PREDICTED (IN) PREDICTED ON\ ACTION IIN PREDICTED (IN) ACTION /IN PREDICTED (IN) ACTIONIIN PREDICTED IINl- ACTION IIN ,-
' MOVEMENT. USED FOR A ON LEVEL IF PREDICTED
218 0 0.06 0.06 0.06 0.06 0.07 0.06 0.07 0.08 0.09
SURFACE, BUILDING, AND UTJUlY MARKERS DISPLACEMENT VALUE IS LESS THEN 114".

0.10 0.10 0_11 Q.11 0.12 0,1.8 0.20 � IFT.l -HORIZONTAL DISTANCE so 2. REFER TO SHEETS STR-041 THROUGH STR-049 STARTING WITH THE 'BOTTOM OF EXCAVATION" 213 -5 0.()8 0,09 FOR DESCRIPTION OF CONSTRUCTION STAGES. tULL DEPTH EXCAVATION) STAGE, THE VALUE OF 208 -10 0.11 0.13 0.14 0.14 0.16 0.16 0.17 0.29 (t32 ACTION LEVEL(IN.) 0.35 .25" COULD BE USED FOR ACTION LEVEL IF
203 -15 0.12 0.15 0.17 0.17 OJ9 0.19 0.21 0.37 0.41 ACTION LEVEL DJFFERENTIAL l/1,700 3. INCLINOMETERS - FURNISH IPI SENSORS IN PREDICTED DISPLACEMENT VALUE IS LESS THEN ACCORDANCE WITH CONTRACT SPECIFICATIONS. 1/4". IF PREDICTED DISPLACEMENT VALUE IS 198 -20 0.14 0,19 0.21 0.22 0.24 0.25 0.28 0.42 0.46 MAXIMUM LEVEL 0.5 FURNISH MONITORING DATA FOR DEPTHS NOT GREATER THEN 1/4", THEN 110% OF PREDICTED 193 -25 0.15 0.23 0.26 0.26 0.29 0.32 0.36 0.44 0:48 MAXIMUM LEVEL OlFFERENllAL l/l,200 LISTED IN ORDER TO OBSERVE TRENDS IN DATA VALUE �S LISTED IN THE TABLES) SHALL BE USED AND MOVEMENT. FOR AC ON LEVEL. 188 -30 0,14 0.26 0.28 0.30 0.32 0.36 0.40 0.44 0.48 183 -35 0.11 0.30 0.33 0_36 0.39 0.4()' 0.44 0.44 0:48 4. BUILDING SETTLEMENT MARKERS ffi-8(
SURFACE 6. FOR STRUT DESI�,� ACTIO_t,j, AND MAXIMUM
-40 0.08 0:33 0.36 0.41 0.45 0.44 0,48 0.47 0:52 fv?JL TIPOINT BOREHOLE EXTENSOlvETER IM'BX' ACTON A!II) !MXMJMLE\IELS SETTLEMENT MARKERS �SS� AND I ITY LOADSSEESTR� AND 178 MONITORING POINTAfU � OR INSTRUMENTS

0.35 0.39 0.45 0.49 0.46 0.51 0.49 0.54 ANCI-OR� ANCI-ORB INl ANCHOR C llNl '1utorP&.ini 8t 173 -45 0.07 NOT SPECIFIED ON IS S EET ACTION LEVEL ACTioN 0.35 IN., MAXIMUM LEVEL 0.50 IN. ACTION LEVEL
ao ... o ... r,6•
168 -50 0.06 0.42 0.46 0.54 0.60 0.55 0.81 0,57 0.63 0.35 0.5 1 ajoiilt wntun --- 163 -55 0,06 0.48 0.53 0.66 0.72 0,66 0.73 0,68 0_74 MAXIMJM 0.5 1 1.5 DIFFERENTIAL ll1,700, MAXIMUM LEVEL DIFFERENTIAL ll1 ,200.
158 -60 0.06 0.50 0.55 0.73 0.81 0.74 0,81 0.75 0,82 Date Initials of TPOG
153 -65 0.05. 0.54 0.59 0.74 0.81 0.74 0.81 0.75 0.82

ISSUED FOR
148 -70 0.05 0.54 0,60 0.67 0.73 0.67 0.74 0.67 0.74 RECOMMENDED SETTLEMENT ACTION AND MAXIMUM LEVELS CON�TRI -TION
m
143 -75 0.05 0.48 0.52 0.51 0.56 0.51 0.56 0.51 0.57 - 9355 lu"""r 9355 (low.I' 944!0 0 WLSHIRE BLY ADDRESS 9378 9401 9420 9441 9454
138 -80 0:05 0 "' .36 0.39 0.36 0.40 0.36 0.40 Q.36 0,40

0.35• 0.29 0,35• 0.35' 0.35* 0.29 0.35
'PREDICTED SETTLEMENT IS LESS THAN 0.35"; ACTION LEVEL RECOMMENDED AT MINIMUM ,..;

0.26 0.28 0.25 0.28 0.26 0.28 0.26 0.28
ACTION l:.EI/EL (IN.) 0.26 SETTLEMENT TO TRIGGER RISK CATEGORY 2 OR 0.35", WHICHEVER IS LESS. 133 -85 0.04 "' 128 -90 0.04 0.1'9 0.21 0.19 0:21 0.19 0.21 0. 19 0.21 MAXIMJMLEVEL 0.50** 0.50** o.so- 0.50** 0.50** 0.5D** 0.50- 0.5-0*' �PREDICTED SETTLEMENT IS LESS THAN 0.35"; MAXIMUM LEVEL PER MRDC REQUIREMENTS IS 0.50". �Q) ..Cl
0 - ()

SOE LATERAL DISPLACEMENT PROFILE FOR SELECTED STAGES
0 SOE LATERAL DISPLACEMENT PROFILE FOR SELECTED STAGES PILES N2 - N95 PRIOR TO BRACING LEVEL 4

BOTTOMOF EXCAVATION
REMOVAL OF B.RACJNG REMOVAL OF BRACING

FINAL STAGE
PILES S99- 5131 PRIOR TO BRACING LEVEL 4 REMOVAL OF BRACING REMOVAL OF BRACING

FINAL STAGE
FIX TOP WHEEL AT EL. 224 PLACEll;ENT LEIIEL5 LEVEL 3
FIX TOP WHEEL AT EL. 224 PLACEMENT BOTTOM OF EXCAVATION LEI/ELS LEVEL3 ELEVATION IFTl DEPTH/FT PREDICTED IJN PREDICTED !Ni ACTIONIIN PREDICTED (IN' ACTION(INI PREDICTED !IN ACTIONIIN' PREDICTED IINl ACTION(IN' ELEVATION (FT' OEPTH(FT. PREDICTED IINl PREDICTED IIN' ACTIONIIN' PREDICTED (IN' ACTION (IN" PREDICTED ClNl ACTION IIN PREDICTED IINl ACTION IJN 224 0 0.01 -Q,08 -0.QB -0.10 -0, 10 -0.13 -0.15 -0.29 -0.32 218 0 0.00 0.02 0.02 0.03 0.03 0.04 0.04 0.11 0.12 219 -5 0.04 -0.03 -0.04 -0.05 -0.05 -0.08 -0.09 -0.14 -0.15 213 -5 -0.02 0.01 0.01 0.01 0.02 0.02 0.02 0.07 o.oe 214 -10 0.07 0.01 0.01 0.00 0.00 -0.02 -0.02 0.03 0.03 s 208 -10 4.04 0.00 0,00 0.00 0.00 0.00 0.01 0.03 0.03 209. -15 0.09 0.03 0.04 0.03 0.03 0.01 0.01 0.16 0.18 IC 203 -15 -0.04 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 204 -20 0.07 0.04 0.04 0.04 0.04 0.04 0,04 0.25 0.28 �0
198 -20 -0.03· -0.01 -0.01 -0.01 -0.01 -002 -0,02 -0.02 -0.03 199 -25 0.04 0.09 0.10 0.09 0.10 0.12 0.13 0.31· 0.34 U)
. I
193 -25 -0.02 -0.03 -0.03 -0.02 -0:02 -0,05 -0.06 -0.05 -0.06· 194 -30 0.03 0.14 0.15 0.14 0.15 0.21 0.24 0.33 0.36 188 -30 -0..02 -0.03 -0.04 -0.03 -0.03 -0.07 -0.08 -0.06 -0.07 189 -35 0.02 0.16 0.18 0.17 0,18 0.28 0.30 0.33 0:36 �
183 -35 -0.02 -0.08 -0.09 -0.09 -0.10 -0.10 -0.11 -0.08 -0.09. 184 -40 0.02 0.23 0.25 0.23 0.25 0.33 0.36 0.35 0.38 178 -40 -0.02 -0,.12 -0.13 -0.14 -0.16 -0.14 -0.16 -0.13 -0.14 179 -45: 0.03 0.30 0.33 0.30 0.33 0.42 0.46 0.43 0.47 - 173 -45 -0,02 -0.14 -0.16 -D.19 -0.21 -0,18 -0.20 -0.17 -0.18 174 -50 0.02 0.33 0.37 0.35 0.38. 0.46 0.53 0.49 0.54 168 -50 -0.02 -0.22 -0.25 -0.30 -0.33 -0.29 -0.32 -0.27 -0.30 169 -55 0.02 0.39· 0.43 0.42 0.46 0.53 0.58 0.53 0.58 � 163 -55
..
-0.02 -0.29
...
-0.32 -0.43
. .
-0.47 -0.42 -0.46 -0.40 -0:44 184 -60 0.02 0.48 0.53 0.56 0.62 0.63 0,69, 0.63 0.69 � -0.56 -0.49 -0.54 0.02 0.53 0.58 0,67 0.74 0.71 0.78 0.71 0.78 I 158 -60 '-0.02 '-0.32 -0.36 -0.51 -0.57 -0.51 159 -65 ,_ --

0.02 0.55 0.61 0.72 0.79 0.73 0.81 0:73 0.80
z 153 -65 -0.-02 -0.38 -0.42 -0.55 -0.60 -0.54 -0.59 -0.53 -0.58 154 -70

1.48 -70 -0.02 -0.42 -0.46 -0.51 -0.56 -0.50 -0.55 -0.50 -0.54 149 -75 0.02 0.56 0.62 Q.67 0:14 0.68 0:74 0.67 0.74 143 -75 -0,02 -0.39 -0.43 -0.41 -0.45 -0.41 -0.. 45 -0.40 -0.45 144 -80 0.02 0.52 0.57 0.55 0.61 0.55 0,61 0.55 0.60 J 138 -80 -0.02 -0.32 -0.36 '-0.32 -0.35 '-0.31 -0.35 -0.31 -0.34 139 -85 0.01 0.41 0.45 0.40 0.45 0.40 0'.44 0.40 0.44 133 -85 -0:02 -0.26 -0.29 -D.25 -0.28 -0.25 '-0.2.7 -0.25 -0.27 134 -90 0.01 0.30, 0.34 0,29 0.32 0.29 0.32 0.29 0:31 �
128 -90 -0.01 -0.22 -0.24 -0.21 -0.23 -0.21 -0.23 -0.20 -0.22 129. -90 0.01 0:24 0.27 0.23 025 0.23 0;25 0.22 0.25. !';,-
124 -90 0.01 0:19 0,21 0.18 0.20 0.18 0;19 0.17 0.19 i<)I �
SOE LATERAL DISPLACEMENT PROFILE FOR SELECTED ST AGES SOE LATERAL DISPLACEMENT PROFILE FOR SELECTED STAGES � REMOVAL OF BRACING REMOVAL.OF BRACING- REMOV� OF BRAC1NG REMOVAL OF BRACING -c PILES S24 - S98 PRIOR TO BRACING LEVEL 4 E!OTTOM Of EXCAVATION FINAL STAGE PILES S23 - S.52 PRIOR TO BRACING LEVEL 4
FIX TOP WHEEL AT EL. 224 PLACEMENT LEI/EL 5 LEI/EL 3 FIXTOP WHEEL AT EL. 220 PLACEMENT BOTTOM:OF EXCAVATION
LEVELS LEVEL3
FINAL STAGE �
ELEVATION IFTl DEPTH/FT' PREDICTED !IN\ PREDICTED ON) ACTION (IN PREDICTED (IN' ACTION(IN PREDlCTED (JN' ACTION IIN' PREDICTED IIN' ACTION ON El-EVATION IFT DEPTH· ·1. PREDICTED IINl PREDICTED llN ACTION !IN PREDICTED IIN ACTION (IN PREDICTED (INl ACTION ON PREDICTED (IN' ACTION(lN 220 0 0.02 0:06 0,07 0.QB 0.08 0.08 0.09 0.24 0.26 220 0 0.02 0.06 0.07 0,08· 0.08 0.10 G.1 t 024 0,26 215 -5 -0.02 0.01. 0.01 0.02 0;02 0:02 0:02 0.07 0,07 215 -5 -0.02 0.01 0.01 0.02 0.02 0.03 0.03 0.07 0.07 IQ; 210 -10 -0.07 -0.05 -0;06 -0.05 -0.06 -0.05 '-0.05 -0..12 -0.13 210 -10 '-0.07 -0:05· -0:06 -0.05 -0.06 -0.05 -D.05 -0.12 '-0.13 205 -15 -0.09 -0.09 -0.10 -0.09· -0.10 -0.09. '-0.10 -0.26. -0.29 � 205 -15 -0.09 -0:09 -0.10 -0.09 -0.10 -0.09 -0.10 -0:26 -0.29 !!:: 200 -20. -0.10 '-0.11 '-(); 12 -0.11 -0:12 -0.11 '-0.12 -0,36 -0.40 200 -20 -0.10 -0.11 '-0:12 -0.1'1 -0.12 -0.13 '-0.14 -0.36 -0.40. 195 -25 -0.14 -0.16 -0.18 -0.16 -0.18 -0.17 -0.19 -0.42 -0.46 195 -25 -0.14 -0:16 -0.18 -0.1.6 -0.18 -0.22 -0.24 -0.42 '-0.46 - '° 190 -30 -0 .. 17 -0:21 -0.24 '-0.22 -0.24 -0,23 -0.25 -0.45 -0.49 190 -30 -0.17 -0.21 -0.24 -0.22 '-0.24 -0:31 '-0.35 -0.45 -0.49 185 -35 -0.1,7 -0.24 '-0.27 -0.25 -0.27 -0.26 -0.29 -0.45 -0.50 185 -35 -0.17 -0.24 -0.27 -0.25 -0.27 -0.38 -0.42 -0.45 -0.50 180 -40 -0.15 -0.31 -0.34· -0.31 '-0:35 -0.35 -0.39 -0.47 -0.51 180 -40 -0.15 -0.31 '-0.34 -0.31 -0.35 -0.43 '-0.48 -0.47 -0.51 175 -45 -0.12 -0.38 -0.41 -0.38 -0.42 -0.46 -0.51 -0.54 -0.60 175 -45 -0.12 -0.38 -0.41 -0.3l! -0.42 -0.52 -0.57 -0.54 -0.60 � 170 -50 -0.10 -0.41 -0.45 -0.42 -0.46 -0.54 -0.59 -0.59 -0:65 170, -50 -0.10 -0.41 -0.45 -0.42 -0.46 -0.58 -0:63 -0.59 -0.65 � 165 -55 -0:08 -0.46 '-0.50 -0.49 -0.54 -0.59 -0.65 -0.62 -0.69 165 -55 -0.08 -0.46 '-0.50 -0.49 -0.54 '-0.61 -0.68 -0.62 -0.69 160 -60 -0.07 -0.54 -0.60 -0.63 -0.69 -0.69 -0.76 -0.71 -0.78 160 -60 -0.07 -0.54 -0.60 -0.63 -0.69 -0.70 -0.77 -0.71 -0:78 .> 155 -65 -0.06 -0.59 '-0.65 -0.73 -0.81 -0.77 -0.85 -0.78 -0.86 155 -65 -0.06 -0.59 -0:65 -0.73 -0.81 -0.78 '-0.86 -0.78 -0.86 3 150 -70 CQ.06 -0.60 '-0:67 -0.77 -D.85 -0.79 '-0.87 -0:79 -0:87 150 -70 -0.06 -0.60 -0,67 -0.77 -0.85 -0.79 '-0.87 '-0.79 -0.87 145 -75 -0.05 '-0.61 -0.67 -0.72 -0.79 -0.72 -0.79 -0.72 -0.79 145 -75 -0.05 -0:61 -0.67 -0.72 '-0.79 -0.72 -0.79 -0.72 -0.79 a:
140 -80 -0.05 -0.55 -0.60 -0.58, -0.84 -0.59 -0.84 -0.58 -0.64 140 -80 -0.05 -0,55 -0.60 -0.58 -0.84 -0.58 '-0.64 -0.58 -0.84 135 -85- -0.04. -0.43 '-0.47 -0.42 -0.46 -0.42 -0.46 -0.42 -0.46 135 -85 '-0.04 -0.43 -0.47 -0.42 -0.46 -0.42 -0.46 -0.42 -0.46 � 130 -90 -0.04 -0.31 -0.35 -0.30 -0.33 -0.30 -0.33 -0.30 -0.33 130 -90 -0.04 -0.32 -0.36 -0.31 -034 -0.31 '-0.34 -0.31 -0:3'4 - )
125 -95 -0.03 -0.25 -0.27 -0.24 -0.26 -0.24 -0.26 -0.23 '-0.26 125 -95 -0.03 -0.25 '-0.27 -0.24 -0.26 -0.23 -0,26 -0.23 -0.26 :, 120 -1.00 -0.03 -0.20 -0.22 -0.18 -0.20 -0.18 -0.20 -0.18 -0.20 120 -1.00· -0.03 -0.20 -0.22 -0.18 -0.20 -0.18 -0.20 -0,18 -0.20 5 APPROVED FOR CONSTRUCTION �

CONTRACT NO
THE PREPARATION OF1l-llS � P.LAM LOS ANGELES COUNTY C1120 -APDU 3.3 � DRAWING HAS BEEN FINANCED lN
(RI PART THROUGH A GRANT FROM DRAWN BY METROPOLITAN TRANSPORTATION AUTHORITY

DRAWING NO REV
�
THE U.S. DEPARTMENT OF G. JAFFE GEOTECHNICAL INSTRUMENTATION BRG-603 0 TRANSPORTATION, FEDERAL TRANSIT CHECKED BY ADMlNISTRATKlN (FTA), UNDER THE J. KAN
�
WILSHIRE I RODEO STATION FEDERAL TRANSIT JJ,,Cr OF 1964, AS SCALE �
Tutor�!! � fSTV�� ENGE.O AMENDED, AND IN PART BY THE INCHAR.GE .. - �;� INSTRUMENTATION SCHEDULE TAXES OF THE CITIZENS OF J. TOOTLE AS SHOWN �
LOS ANGELES COUNTY ANO Of 0 9/24/2019 PL JJT 2677 6/30/2020 JOSEF J TOOTLE AFC I APDU 3.3 C._ '-�

SHEET NO
19- DATE in association with -Expect ExcellenceSHEET 3 7 OF 7 THE STATE Of CALIFORNIA REV DATE BY APP REG NO EXPIRES SEAL.HOLDER DESCRIPTION 09 / 24 / 2019 ..

C1120-S
C1120-S

a Joint Venture
3) Station Construction
Work Area: See Submittal 01801 IFC - WRS Architecture and MEP DU 3.2 & Submittal 01765 IFC - WRS Structure DU 3.1
Material Laydown Area: TPOG will utilize the N Canon yard or Reeves yard as needed.

Major Equipment: Major Equipment: 110 Terex Crane, 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.

TutorPerini �.

C O R P O R A T I O N -----

a Joint Venture
4) Installation of Cross Passage Dewatering Wells
Reference: Submittal 01888 Cross Passages Temporary Dewatering Work Drawings

TutorPerini �.

C O R P O R A T I O N -----

X NO EXCEPTIONS APPROVED AS NOTED

REJECTED REVISE AND RESUBMIT
COMMENTS:

Date:

By:

Acceptance of these drawings by Psomas, on behalf of the City of Beverly Hills (“City”), in no way signifies approval of these drawings. The sole purpose of this review is for general conformance with the City ordinances and compliance with the provisions of the Memoranda of Agreement between the City and Los Angeles County Metropolitan Transportation Authority (“METRO”). Corrections or comments made on the drawings during this review do not relieve the Contractor from compliance with the requirements of the plans and specifications and applicable laws, codes, and regulations. This review is not for the purpose of determining the accuracy and completeness of the submittal for dimensions, quantities, and installation or performance of equipment or systems, which are the Contractor’s responsibility. Psomas' review shall not constitute approval of safety precautions or of any construction means, methods, techniques, sequences or procedures.

SUBMIT SPECIFIED ITEM
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May 11, 2022
Tutor Perini tN) l.

C O R P O R A T I O N C:i"
a Joint Venture 0&0 1NousTR1Es, 1Nc.
v�
PSOMAS
Tutor Perini

CORPORATION
a Joint Venture D&G INDUSTRIES, INC.

Tutor Perini

CORPORATION
a Joint Venture D&G INDUSTRIES, INC.

Tutor Perini

CORPORATION
a Joint Venture D&G INDUSTRIES, INC.

X NO EXCEPTIONS APPROVED AS NOTED

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May 11, 2022
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May 11, 2022
®Metro
I
...

TutorPerini g•
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X NO EXCEPTIONS APPROVED AS NOTED

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May 11, 2022
®Metro
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X NO EXCEPTIONS APPROVED AS NOTED

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May 11, 2022
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May 11, 2022
®Metro
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May 11, 2022
t
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COltf'"OlltATIOl'f c::;+
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PS OM AS

X NO EXCEPTIONS APPROVED AS NOTED

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May 11, 2022
t
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X NO EXCEPTIONS APPROVED AS NOTED

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X NO EXCEPTIONS APPROVED AS NOTED

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May 11, 2022
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e., M9r�,:ip/ I 8• <1Ju;111 J'et1Wre .,..--.-.
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./ '
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PS OM AS

X NO EXCEPTIONS APPROVED AS NOTED

REJECTED REVISE AND RESUBMIT
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May 11, 2022
�Metro
M9r�i:i!'! I �.
a.Juim Vet11mv ow--.-.

V=-

PS OM AS

X NO EXCEPTIONS APPROVED AS NOTED

REJECTED REVISE AND RESUBMIT
COMMENTS:

Date:

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May 11, 2022

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COMMENTS:

Date:

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SUBMIT SPECIFIED ITEM
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May 11, 2022
Tutor Perini

CORPORATION
a Joint Venture D&G INDUSTRIES, INC.

C1120-SUB01888-CBH-312319-1.05.B-002.02
Dewatering System
Details

Page 25 of 59 ends

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ELEVATION
Va=--

PS OM AS
C1120-SUB01888-CBH-312319-1.05.B-002.02 Page 27 of 59
ow K. (0. 015 FT/MIN) HIGH K. (0.00:75 FT /Ml )

DEPTH BGS DRAWDOWN WELL DEJJIH ROI FLOW ES IMATE ROI FLOW ES IMATE CROSS PASSAGE SURFACE EL SU El!G RADE EL [FJJ MAXSWLEL [FJJ [FTJ [FT) [GJJM) [FTJ [GJJM) CP-40 248 175 73 211 36 125 742.7 151.6 1633.2 618.7
CP-39 250 14'91.5 100.5, 209 59.S 150 767.6 161.6 16&8.7 6�0.8 CP-38 256 1:l&.5 117.5 218 79.5 150 651.7 12S.6 1429.5 509.4 CP-37 261 128 133 222 '94 160 668.2 129.6 1466.6 526.2
CP-36 257 122 135 229 107 170 581.3 114.4 1272.1 461.1
CP-35 251 128.5 122.5 210 81.5 160 332.91 62.0 716.7 241.3 CP-34 240 138 102 200 62 140 316.3 52.2 679.7 202.7
CP-33 212 13'91.5 72.5 175 35.5 110 535.7 9S.O 1170.3 381.3 CP-32 2 0 114.S 85.5 152 17.5 130 69

17.2 130.8 1531.4 S32.3
CP-31 1.82 86.5 '95.5 154 67.5 140 '908.4 180.4 2003.S 743.1 CP-30 173 64 1091 142 78 150 800.7 137.2 1762.8 561.'9
CP-29 164 55 109 131 76 150 680.6 118.6 14'94.3 482 .. 2 CP-28 153 48 lOS 138 '90 150 515.0 106.1 1· 24.0 424.6
CP-27 146 391 107 126 87 150 320.5 66.8 6&8.91 2591.3
Notes:

1. RO� = Radius of lnfiu.erwe

2. K = Hydmu. ·c Condu ·v·t)!. Th ·s !1-aJu.e was es. ·mated from groin size descnp ons and eva ua. ·on of se ect sieve res.uJt:s...

Actual K 1ta ses mav Lll'OJ1! outside of t:his range and wtJJ direcfjy ·mpacl · e req u. 'red flow rote.

3. 'flO� res.u. ts are an es ·ma ·on on}y and wi J be con tro1ied by the geology present at the CP and emana ·ng away from it

4. Caru ,a ·ans ,assume isotrop · � omogenous cond ·. ·oJ'ils and assume · at the geo ogy ·s u.n rfortn Jate:raJJv.

Due to the sira .�ca ·on preseJ'iltin the bosinas, · e es ·mated ROJ and Fiow mar vary g·reat:Jy from acru.aJ flow rotes observed ·n the ·ed.

GRIFFIN DEWATERING L.L.C. Drawn: BG
5306 CLINTON DRIVE FLOW ESTIMATES
HOUSTON, TX 77020 SCALE: N.T.S.

TEL: (713) 676-8000 REV. DESCRIPTION DATE BY APPVD. PURPLE LINE - SECTION 2 FAX: (713) 676-8080 Date: 04/01/22 GRIFFIN E MAIL: [email protected] This drawing is the property of Griffin Dewatering Corporation and its associated companies and is intended only for its sole or authorized use. It may WEBSITE: www.griffindewatering.com contain proprietary, public or authorized third party information. Any alteration of this drawing is prohibited, without the express, written consent of an Typical Dewatering Wells DWG02 authorized representative of Griffin Dewatering Corporation w/uo to 4" Discharae Riser (Wilshire I Rodeo Sta
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LOS ANGELES COUNTY

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C1120-SUB01888-CBH-312319-1.05.B-002.02 Page 31 of 59
�5HA1"1®

PUMPING LIFE
TECHNICAL DATA 150 GPM MODEL QF 50 PERFORMANCE CURVE 150 GPM MODEL QF 50

MATERIALS OF CONSTRUCTION
NOTES: Specifications are subject to change without notice. * Required for 29-39 stages.

COMPONENT CYLINDRICAL SHAFT (1- 39 Stgs.)
Check Valve Housing 304 Stainless Steel
Check Valve 304 Stainless Steel
Diffuser Chamber 304 Stainless Steel
Split Cone Nut 304 Stainless Steel
Split Cone 304 Stainless Steel
Impeller 304 Stainless Steel
Suction lnterconnector 304 Stainless Steel
Seal RinQ Support 304 Stainless Steel
Inlet Screen 304 Stainless Steel
Straps 304 Stainless Steel
Cable Guard 304 Stainless Steel
Priming Inducer 304 Stainless Steel
Coupling 304 Stainless Steel
Pump Shaft Duplex Stainless Steel
Intermediate Bearings NBR
Impeller Seal Ring NBR/PPS
Check Valve Seat NBR/304 Stainless Steel
Upthrust Disc Carbon/Graphite
Upthrust Stop Washer 304 Stainless Steel
8" Motor Adaptor Plate 304 Stainless Steel
Sleeve* 304 Stainless Steel
Sleeve Flange* Zinc less braze*
FLOW RANGE: 30- 220 GPM
70 - �!::.....-
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80 175 200
NOMINAL DIA. 6"
100 125 150
OUTLET SIZE: 3" NPT
25 50 75
3450 I I I I I I I I I I
� MOST EFFICIENT RANGE: 100 to 220 GPM RPM
-�-1?(';'-- CAPACITIES BELOW 100 GPM
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CAPACITY (GPM)
0 0 50 100 150 200

CAPACITY (GPM)
SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE.
4" MOTOR STANDARD, 2-10 HP/3450 RPM
6" MOTOR STANDARD, 7.5-60 HP/3450 RPM
8" MOTOR STANDARD, 75 HP/3525 RPM
* Alternate motor sizes available
Performance conforms to ISO 9906 Annex A
@ 5 ft. min. submergence.
22 23
48 C1120-SUB01888-CBH-312319-1.05.B-002.02
MOTOR PERFORMANCE DATA SINGLE PHASE 60HZ
THREE PHASE MOTOR SPECIFICATION (60 HZ) 3450 RPM
RATING FULL LOAD MAXIMUM LOAD LINE TO LINE EFFICIENCY % LOCKED

RESISTANCE ROTOR

IN OHMS AMPS
[HP] [KW] VOLTS HZ S.F. AMPS WATTS AMPS WATTS S.F. F.I. -
230 2.4 585 2.9 860 9.5-10.9 70 64 15.2

0.5 0.37
-
380 60 1.6 1.4 585 2.1 860 23.2-28.6 70 64 9.2
460 1.1 644 1.5 860 38.4-44.1 70 58 7.2
230 3.1 810 3.8 1150 6.8-7.8 73 69 21.4
-

0.75 0.55
-
380 60 1.5 1.9 810 2.5 1150 16.6-20.3 73 69 13.0
460 1.1 810 1.9 1150 27.2-30.9 73 66 10.7
-
230 3.9 1070 4.7 1440 4.9-5.6 72 70 26.9
1 0.75
-
380 60 1.4 2.3 1070 2.8 1440 12.2-14.9 72 70 16.3
460 2 1212 2.4 1440 19.9-23.0 72 63 13.5
-
230 5 1460 5.9 1890 3.2-4.0 76 76 33.2

1.5 1.1
-
380 60 1.3 3 1460 3.6 1890 8.5-10.4 76 76 20.1
460 3 1760 3.1 1890 13-16 76 65 16.6
-
230 6.7 1960 8.1 2430 2.3-3 76 76 45
2 1.5
-
380 60 1.25 4.1 1960 4.9 2430 6.6-8.2 76 76 26.6
460 4.1 2304 4.1 2430 9.2-12 76 67 22.5
-
230 9.5 2920 10.9 3360 1.8-2.2 77 77 60.3
3 2.2
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380 60 1.15 5.8 2920 6.6 3360 4.7-6 77 77 37.5
460 5.3 3120 5.5 3360 7.2-8.8 77 71 31
-
230 15.9 4800 17.8 5500 0.91-1.1 78 78 102
5 3.7
-
380 60 1.15 9.6 4800 10.8 5500 2.6-3.2 78 78 60.2
460 8.5 5240 8.9 5500 3.6-4.4 78 71 53.7
-
230 23 7150 26.4 8200 0.60-0.70 78 78 152

7.5 5.5
-
380 60 1.15 13.9 7150 16 8200 1.6-2.0 78 78 92.7
460 12.2 7540 13.2 8200 2.3-2.8 78 73 83.8
-
230 31.2 10500 34.6 11400 0.50-0.60 75 75 234
10 7.5
-
380 60 1.15 19.3 10000 21 11400 1.2-1.6 75 75 140
460 17 10120 17.3 11400 1.8-2.3 75 74 116

Page 32 of 59 ends

�5HA1"1®

PUMPING LIFE
MOTOR PERFORMANCE DATA SINGLE PHASE 60HZ
6 INCH REWINDABLE MOTORS PERFORMANCE DATA 60 HZ

RATING FULL LOAD MAXIMUM LOAD LINE TO LINE EFFICIENCY LOCKED RESISTANCE % ROTOR
[HP] [kW] VOLTS Hz S.F. AMPS WATTS AMPS WATTS

IN OHMS
S.F. F.L.

AMPS
230 16.2 5183 18.3 5960 1-1.03 77 77 106

5.5 4 380 60 1.15 8.8 4850 9.9 5578 2.86-2.95 78 78 61
460 8.9 5160 10.1 5934 2.86-2.95 78 78 51
230 21.8 7200 24.6 8280 1-1.03 77 77 106

7.5 5.5 380 60 1.15 12.2 6750 13.8 7763 2.86-2.95 77 77 61 460 11 7000 12.4 8050 2.86-2.95 79 79 51
230 29.5 9650 33.3 11098 0.6-0.63 78 78 146
10 7.5 380 60 1.15 16.7 9220 18.9 10603 1.86-1.75 79 79 81 460 16.6 9720 18.8 11178 1.86-1.75 78 78 64
230 36.5 12012 41.2 13814 0.51-0.54 78 78 183

12.5 9.3 380 60 1.15 20.1 11318 22.7 13016 1.52-1.6 80 80 100 460 19.1 11750 21.6 13513 1.52-1.6 79 79 78
230 44.1 14126 49.8 16245 0.44-0.46 78 78 220
15 11 380 60 1.15 24.2 13410 27.3 15422 1.3-1.34 80 80 129 460 22.9 13860 25.9 15939 1.3-1.34 80 80 98
230 51.2 16832 57.9 19357 0.39-0.40 77 77 288

17.5 13 380 60 1.15 27.7 15564 31.3 17899 1.16-1.18 79 79 164 460 25.1 16102 28.4 18517 1.16-1.18 81 81 125
230 57.1 18714 64.5 21521 0.29-0.30 81 81 325
20 15 380 60 1.15 31.6 17842 35.7 20518 0.81-0.84 82 82 188 460 29.6 18280 33.4 21022 0.81-0.84 82 82 151
230 68.8 22712 77.7 26119 0.21-0.22 82 82 402
25 18.5 380 60 1.15 39.3 22019 44.4 25322 0.65-0.67 81 81 249 460 39.1 23441 44.2 26957 0.65-0.67 79 79 184
230 81.2 27382 91.8 31489 0.18-0.19 81 81 520
30 22 380 60 1.15 47.6 27012 53.8 31064 0.57-0.58 79 79 309 460 46.5 27926 52.5 32115 0.57-0.58 79 79 232
230 95.2 32546 107.6 37428 0.19-0.20 80 80 118.3
35 26 380 60 1.15 55.1 31832 62.3 36607 0.56-0.57 79 79 67.5 460 55.1 32615 62.3 37507 0.56-0.57 80 80 55.7
230 108 37412 122 43024 0.17-0.18 80 80 758
40 30 380 60 1.15 64.6 36951 73 42494 0.52-0.54 79 79 436 460 58.5 37312 66.1 42909 0.52-0.54 81 81 346
230 139 46950 157.1 53993 0.14-0.15 79 79 937
50 37 380 60 1.15 78.5 44827 88.7 51551 0.43-0.44 78 78 567 460 70.8 46085 80 52998 0.43-0.44 80 80 430
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HIGH PERFORMANCE

Slotted PVC casing is also ideal for use as underdrain pipe.

Applications include, but are not limited to:
• Leachate collection systems for solid waste landfills • Drainage and dewatering applications
• Mining heap leach projects
PVC underdrain pipe is supplied with precision-machined slots, which provide greater intake capacity and continuous, clog-resistant drainage of fluids, as compared to standard round-hole perforated pipe. Slotted underdrain reduces entrance velocity into the pipe, thereby reducing the possibility that solids will be carried into the system. Slot rows can generally be positioned symmetrically or asymmetrically around the pipe circumference, depending upon the application. Outside diameters are generally the same for PVC and non-corrugated polyethylene (HDPE) pipe. However, the HDPE pipe must be extruded with a thicker wall (and therefore a reduced cross-sectional flow area) to obtain a comparable stiffness rating.

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2" 2.375 4 SCH40 0.154 SW 2.4 3.1 3.7 4.6 5.6 7.0
3" 3.500 4 SCH40 0.216 SW 2.6 3.4 4.1 5.0 6.2 7.7
4" 4.500 4 SDR26 0.173 SW
SDR21 0.214 SW 3.0 3.9 4.8 8.0 9.7 12.2 14.8 18.2 27.2
SCH40 0.237 SW,CUB
4 1;2" 4.950 4 SDR26 0.190 SW,CUB
SCH40 0.248 SW,CUB 3.0* 4.5* 5.4* 9.2 11.3 14.1 17.1 21.0 31.5 SDRl7 0.291 SW,CUB
5" 5.563 4 SDR26 0.214 SW
SDR21** 0.265 SW,CUB 4.5* 5.4* 10.0 12.3 15.4 18.7 23.0 34.4 SDRl7 0.327 SW,CUB SCH80 0.375 CUB
6" 6.625 6 SDR26 0.255 SW
SCH40 0.280 SW,CUB 8.2* 12.6 15.4 19.2 23.4 28.7 43.0 SDR21 0.316 SW,CUB SDRl7 0.390 SW.CUB
6 1/4" 6.900 6 DR27.6 0.250 SW
6 1;13" SDR21 0.329 SW,CUB 12.6* 15.4 19.2 23.4 28.7 43.0

6.9"0.D. SDRl7 0.406 SW.CUB
8" 8.625 6 SDR26 0.332 SW
SDR21 0.410 SW 14.2* 20.3 25.4 30.8 37.9 56.7 63.8 74.6 -· 18
v
v 22.5* 28.1 34.1 41.9 62.7 70.7 82.5
L
v
v
L

30.0* 37.4 45.5 55.9 83.7 94.2 110.1 k
v 32.9* 41.1 49.9 61.3 91.8 103.4 120.7 L
v 36.3 45.3 SS.I 67.6 101.2 114.0 133.1 CL
· ··········· ...............

L 31.0 38.7 47.0 57.7 86.4 97.3 113.6
L 43.5 52.8 64.9 97.2 109.4 127.8
L 52.8 64.9 97.2 109.4 127.8
,tegral Bell
Traditional Solvent - Weld Joint
- Now with a deeper bell for a
stronger, more durable bond.

Available in sizes 2
11 - 16
11•
Certa-Lok™ - Check out the Best
Joint in Town. No more "glue and
screw" attachments. Mechanical
joint achieves full strength
instantly in all weather conditions.

Fast assembly and disassembly.

Available in sizes 10
11 -17.4
11 O.D.

Certa-Lok™ Integral Bell Well
Casing - All the advantages of
the contractor-proven Certa-Lok
joining system, now with a
conventional belled-end joint
for even faster assembly.

The economical choice for all of
your small-to-medium diameter
well casing requirements.

Available in sizes 4
11, 4 1/2 11,
5 11, 611, 6.911 O.D., 811•
national
grouna water ® assocanon
MEMBER
ASK ABOUT OUR OTHER CERTAINTEED PRODUCTS AND SYSTEMS:
�©
FSC
Mixed Sources
P•.-.[I ,,.;-; qrcup I ea h II rn-Jn <jt·tl
hur�I �.:m11.1,. • •• 1.n,11.
,,.1,•h , nt>dc·• !:-"1
.... ·.:. Id n1q r r Inn x.c.c ••, ti
I i;I I, 1 .I',.• A I .� r ; ( •
EXTERIOR: ROOFING• SIDING• WINDOWS• FENCE• RAILING• TRIM• DECKING• FOUNDATIONS• PIPE INTERIOR: INSULATION• GYPSUM• CEILINGS
CertainTeed Corporation
Pipe & Plastics Group
P.O. Box 860
Valley Forge, PA 19482
Phone: 866-CT4-PIPE
(866-284-74 73)
Fax: 610-254-5428
www. certain teed. com
CertainTeed El
40-37-33F © 6/08 CertainTeed Corporation Printed in U.S.A.

a Joint Venture
5) Installation of WRS SCE Permanent Power
Reference: CN-00108 WRS Permanent Power Duct Banks

TutorPerini �.

C O R P O R A T I O N -----
1800
0197858
P5459084
A
341
1500KVA
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X5459025
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EXISTING SINGLE LINE
1800
0197858
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PHASE 2

PRELIMINARY
Not For Construction
DISlRICT 42 - SANTA MONICA
PROJ. MGR. KANGULUNGU, MUDILA PLANNER KANGULUNGU, MUDILA DESIGNER PHONE 310-961-0412 PHONE 310-961-0412 KANGULUNGU, MUDILA PROJECT NO. SER\/ICE REQUEST 1916097 2817379 CIRCUIT / VOLTAGE LA PEER 16KV MSR NO. PRODUCT-1
1653201-LINE EXTENSION
THOMAS GUIDE PROOUCT-2

ASSOC OESGN ASSOC OESGN
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INVENTORY MAP 66-630-7 J.P.A. NO. PROPOSED CONSTRUCTION (LOCATION) 1----�c;c.-��-�---------< EXTEND PRIMARY LINE TO METRO PE GEAR f--+----+----+----+----+---, 9383 WILSHIRE BL VD P 6/2/2020 M. KANGULUNGU M. KANGULUNGU M. KANGULUNGU 30235 BEVERLY HILLS, CA 91210 P 5/7 /2020 R. BRAMBILA M. KANGULUNGU M. KANGULUNGU 30235

TYPE DATE APPROVED BY CHECKED BY DRAWN BY
Southern California Edison Company
PAX II SHEET _1 _ Of 6 OESIGN\DRWG NO. 1236124 0.01

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PRELIMINARY
Not For Construction
DISlRICT 42 - SANTA MONICA
PROJ. MGR. KANGULUNGU, MUDILA PLANNER KANGULUNGU, MUDILA DESIGNER PHONE 310-961-0412 PHONE 310-961-0412 KANGULUNGU, MUDILA PROJECT NO. SER\/ICE REQUEST 1916097 2817379 CIRCUIT / VOLTAGE LA PEER 16KV MSR NO. THOMAS GUIDE
PRODUCT-1
1653201-LINE EXTENSION
PROOUCT-2

ASSOC OESGN ASSOC OESGN
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PRODUCT-3 ASSOC OESGN
INVENTORY MAP 66-630-7 J.P.A. NO. PROPOSED CONSTRUCTION (LOCATION) 1----�'-r--��-�----------< EXTEND PRIMARY LINE TO METRO PE GEAR f--+----+----+----+----+---, 9383 WILSHIRE BL VD p 6/2/2020 M. KANGULUNGU M. KANGULUNGU M. KANGULUNGU 30235 BEVERLY HILLS, CA 91210 p 5/7/2020 R. BRAMBILA M. KANGULUNGU M. KANGULUNGU 30235 TYPE DATE APPROVED BY CHECKED BY DRAWN BY PAX # SHEET OESIGN\DRWG NO. Southern California Edison Company _2_QF 6 1236124 0.01

ASSOC OESGN

ASSOC OESGN ASSOC OESGN
Phone: 714
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PROJ. MGR. KANGULUNGU, MUDILA PLANNER KANGULUNGU, MUOILA DESIGNER PHONE 310 -961-0412 PHONE 310
-961-
0412 KANG
ULU
N
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3. CONDUIT RADIUS REOUIREMENTS:
o: The minimum radius for bends ore:
36" for conduits 3" in diameter or smaller 48" for conduits 4" and 5" in diameter 60" for 6" diameter conduit
b: The minimum radius for all sweeps of all mainline conduits is 12'-6" (unless noted otherwise).

9. ACCESS,
Heavy truck access sholl be maintained to equipment locations. Structures must be clear of all appurtenances that would obstruct the loading or unloading of equipment.

5. PAVING,
Repaving, where required, shall be placed in such o manner that interference with traffic, including pedestrian traffic, will be kept to o minimum. The Contractor shall establish o program of repaving acceptable to the Municipality, County, or other authority having j.Jrisdiction and which is acceptable to Edison.

8. PERMITS,
All permits necessary for excavation shall be provided by the Contractor/Developer.

7. RETAINING WALLS:

When required, retaining walls shall be provided by the Developer. Walls ore required wherever grade rises more than 18 inches above the structure or 24" above the pod surface at o distance of 5 feet from the some, or in areas subject to erosion. Design ond installation must comply with local bu�ding ordinances. Refer to Edison Inspector for t)1)icol space requirements.

4. EXCAVATION AND BACKFlLL,
o. Work area shall be cleared and rough graded to within four inches of final grade prior to installation of Edison conduit or structures.
b. All excavations shall be in accordance with the California State Construction Safety Orders (when applicable), Edison specifications, and all gove
ming loco1 ordinances.
c. Each trench to be o uniform depth below final grade prior to installation of Edison conduit or structures. d. Backfill shall be provided by the Contractor for all excavations and shall include crushed rock, concrete, and/or imported backfill, when required.
e. Backfill with o MINIMUM of one sock per yard sand cement slurry around and over vaults and manholes per UGS GI 030, section 6.4 and around PMH's within one foot of finished grode, per UGS SS 590.1. f. Backfill, per Edison specifications, shall im
mediately follow conduit or substructure installation. At no time shall conduit be left exposed over 24 hours.
g. No rocks are allowed within 12 inches of direct-buried cables or any conduit without concrete encasement.

Native backfill capable of passing through o one-half inch mesh screen shall be considered to be "rock free".

If existing backfill does not poss through o 1/2" screen, place imported sand 3" below and 12" above Edison cables. After this point, no rocks larger than 12" diameter ore permitted . h. All backfill sholl be compacted to meet or exceed locol ordinances or other requirements. It sholl be placed in o manner that wm not damage the conduit or substructure or allow future subsidence of the trench or structures.

6. STilUCTURES,
a. All substructures shall be constructed or installed to Edison specifications. b. Install protection barriers per UGS MS 830 when required in areas exposed to traffic, per Edison Inspector. c. All conduit lines and concrete floored substructures shall be water tight. d. All grounding materials shall be fumished and installed by the Contractor.

1. FOR GENERAL SPECIFlCA TIONS SEE UGS G1 001. 2. CONDUIT, a. Minimum cover in street or pork.way is 30" below gutter grade, unless noted otherwise. b. Minimum cover on private property is 30" below finished grade, unless noted otherwise. c. Contractor is to furnish and install approved conduit to Edison specifications per UGS CD 100.1, 110 AND 120. d. For the t)1)e of conduit for this job, See UGS CD 110.1. e. Install all risers per UGS CD 160, 161, 162 and 170. f. Cop all mainline conduits per UGS CD 148 and service conduits per UGS CD 150. g. Install blank conduit plugs in all conduits terminating into Vaults, Manhole's, PMH's, SOE's &: all cap locations, per UGS CD 180.1 & UGS CD 180.2
h. Install pull rope in all conduit runs. Pull rope to be at least 3/8" pol)'l)rop)tene rope, braided or twisted.

For specifications, approved makes, and suppliers, see UGS GI 040. i. All conduit must be mondreled with the approved mandrel UGS CO 197.

Unless otherwise specified on the working drawing which forms o port of the specification, the Contractor/Developer shall fu mish the following items at no cost to the Edison Company.

Southern Califomia Edison Company hos attempted to correctly show all existing utilities and substructures in the vicinity of the work, but does not guarantee there ore no other substructures in the area. Failure of SCE to show all substructures in their correct location will not be o basis for o claim for extra work, and the contractor shall be responsible for a11 damages to substructures whether shown or not. C O
N
STR
U
C

TION NO
TES:

Duct ond Structure Inspector: R
AY
C
A
NO
Cabling Construction Coordinator: R
AY
C
A
NO
DOS: Rev. 07/21/16

17. WARRANTY:

Applicants expressly represent and warrant that all work performed and all material used in meeting Applicants' obligations herein ore free from defects in work manship and ore in conformity with Southern California Edison Company's requirements. This warranty shall com
mence upon receipt by Applicants of Company's finol acceptance and shall expire one year from that dote. Applicants agree to promptly correct to the Company's satisfaction and that of any gove m
mentol agency having iJrisdiction and at Applicant's expense any breach of this warranty which may become apparent through inspection or operation of underground electric system by Company during this warranty period.

12. Contractor is to verify location ond widths of all sidewalks ond driveways prior to street light installation.

See UGS CO 175.1, UGS CO 175.2 ond UGS CO 175.3.

14. COORDINATION AND SUPERVISION,
The Developer shall provide supervision over and coordination among the various contractors working within the development in order to prevent damage to Edison facilities. He is responsible for the cost of repairs, replacement, relocation, or other corrections to Edison facilities made necessary by his failure to provide supervision or to otherwise comply with these specifications.

13. SURVEY,
Surve�ng of street improvements, property corners, lot lines, finished grade, etc., necessary for the installation of underground facilities must be completed and markers or stokes placed prior to the start of the installation.

In addition, Developer shall maintain the markers during the installation and inspection by Edison. Grode and property line stokes must show any offset measurements.

18. INSPECTION,
Inspection is required during the construction period. A 48 hour advance notice of intent to start construction is required from the contractor to the Southern California Edison Company. Standards of Edison construction requirements ore available upon request.

11. LOCATION,
a. The location of excavations and structures for Edison shall be as shown on the working drawing. No deviation from the planned locations will be permitted unless approved by the Edison Inspector. See UGS GI 001, section 2.2. b. Actual location of obstructions, storm drains, and/or other foreign utilities to be the responsibility of the Contractor. See UGS GI 001, section 2.3.

16. OWNERSHIP,
Developer is to deed to the Edison Company oil structures shown hereon except those shown as customer owned.

15. TELEPHONE AND OTHER UTILITY REOUIREMENTS,
The drawing prepared for this job may also cover the facilities to be installed for the telephone company and/or other utility. Any questions concerning details of their installation should be referred to the company concerned.

10. SERVICES,
a. Meters and services sholl comply with Edison Electrical Services Requirements. b. Wiring must be in accordance with applicable local ordinances and approved by local Inspection Authorities.

DATE APPROVED BY CHECKED BY DRAWN BY
Southern C
alifornia Edison
C
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p
any

TUNNEL END
SECTI
ON
LA
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1 6
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2 W
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P 6/2/2020 M. KANGULUNGU M. KANGULUNGU M. KANGULUNGU 30235 BE VER
LY HILLS, CA 91210
P 5/7
/2020 R. BRAMBILA M. KANGULUNGU M. KANGULUNGU 30235
DISTRICT 42 - SANTA MONICA SUB PG NO. CIRCUIT COOE BEVERLY 10 0 76
CIRCUIT / VOLTAGE LA PEER 16
KV
PROJECT NO. SER\/ICE REQUEST 1916
0 97 2817
3 79
TYPE
INVENTORY MAP 66
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6 3
0 -7
J.P.A. NO. PROPOSED CONSTRUCTI

ON (LOCATION)
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TUNNEL EXTENSION
SECTI
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TUNNEL CENTER SECTI
ON
CONDUIT RADIUS REQUIREMENTS:

A: The minimum radius for bends ore:
36" for conduits 3" in diometer or smaller 48" for conduits 4" and 5" in diameter 60" for 6" diameter conduit B: The minimum radius for sweeps ore:
36" for conduits 3" in diameter or smaller 12'-6" for conduits 4" in diameter and larger, unless otherwise noted.

SUMP
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0120: Rev. 11/06/14

SPACER CONCRETE

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3•
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CD
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APPROVED JOINT SEALER SEE UGS GI 030
48" X 60" OPENING
CONDUIT TERM I NA TORS PER UGS CD 142 (TYPIC

AL ALL MANUFACTU
RERS)
P
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C
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VA
411
061: Rev 02/14/11
CONSULT MANFACTURER'S INSTALLATION GUIDES FOR EXACT EXCAVATION DIMENSIONS FOR EACH STRUCTURE SIZE.

REF., UGS GI 030 GENERAL SPECIFIC
ATI

ON FOR PRECAST STRUCTIURES
UGS GI 035 ALLOWABLE TOLERANCES FOR INSTALLED PRECAST STRUCTU RES
UGS VA 411 PRECAST VERTI
C

AL SECTI

ON VAULT
UGS VA 470 VAULT NECK, POURED OR PRECAST UGS FC 644 VAULT COVER-PRECAST CONCRETE 48" X 60" UGS AC 700 GROUND \\1 RES
UGS AC 711 SUMP DRAIN AND DETAIL UGS AC 725 INSERTS, TYPE, LOCATI

ON, AND QUANTITY
UGS AC 742 LADDER

MANUFACTURER'S NUMBERS
ITEM NUMBER NOMINAL SIZE TYPE JENSEN PRECAST UTILITY VAULT CO.

V716 7' x 16' x 8' TIUNNEL STYLE K78-
M6-11 ED 78-16-TUNNEL
V720 7' x 20' x 81 TUNNEL STYLE K78-TV20-11 ED 78-20-TIUNNEL V724 7' x 24' x 8' TUNNEL STYLE K78-TV24-11 ED 78-24-TIUNNEL

FULL ENC

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MORE TH
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(BASE SPACER REQUIRED)
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Rev. 09/23/09
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WASHER PENTA-HEAD BOLT

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M/C 099-69700 M/C 107-00326 M/C 095-20404
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DIRECT BURIAL

SIMILAR CONSTRUCTI

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2 CONDUITS MA
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081: Rev 09/23/09
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APPROVED

JOINT SEALER
SEE UGS GI 030
CONDUIT TERM IN A TORS PER UGS CD 142 (TYPICAL ALL

MANUFACTU
RERS)
P
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410
060· Rev. 02/14/11
CONSULT MANFACTURER'S INSTALLATION GUIDES FOR EXACT EXCAVATION DIMENSIONS FOR EACH STRUCTURE SIZE. 48" X 60" OPENING
REF.: UGS GI 030 GENERAL SPECIFIC
ATI

ON FOR PRECAST STRUCTIURES
UGS GI 035 ALLOW

ABLE TOLERANCES FOR INSTALLED PRECAST STRUCTIURES
UGS VA 410 PRECAST TIUB-TYLE VAULTS UGS VA 470 VAULT NECK, POURED OR PRECAST UGS FC 660 VAULT COVER-PRECAST CONCRETE 48" X 60" UGS AC 711 SUMP DRAIN AND DETAIL UGS AC 725 INSERTS, TYPE, LOCATI

ON, AND QUANTITY
UGS AC 7 42 LADDER UGS AC 751 VENT LOCATI
ONS
NOTES:

1. CONDUIT TERMINATORS TO BE GENERALLY LOCATED AS SHOWN ON UGS CD 142. STANDARD CONDUIT ENTilANCE SH
ALL BE A FLATWALL DESIGN. SLIGHT VARIATIONS BY MANUFACTURERS MAY BE ALLOWABLE \IITH COMPANY APPROVAL

2. TUB-TYPE STilUCTURES SHALL BE FURNISHED V.,TH 1/2" THREADED BRONZE GROUNDING INSERTS, AS SHOWN ON UGS VA 411.

3. ALL VENT LOCATIONS TO BE FlURNISHED \IITH 10" PLASTIC VENT TERMINATORS. 4. INSIDE WALLS AND CEILING TO BE PAINTED WHITE.

MANUFACTIURER'S NUMBERS
ITEM NUMBER NOMINAL SIZE TYPE JENSEN PRECAST UTILITY VAULT CO.

V510 5' x 10'-6" x 7' TIUB STYLE K5106-FV84-11 ED 5106-84VT V5101 5' x 10·-s· x 7' INTERCEPT K5106-FV84-11-INT ED 5106-84VT-INT V612 6' x 12' x 7' TIUB STYLE K612-FV84-11 ED 612-84VLT V6121 6' x 12' x 7' INTERCEPT K612-FV84-11-INT ED 612-84VLT-INT V714 7' x 14' x 8' TIUB STYLE K714-FV96-11 ED 714-96VLT V7141 7' x 14' x 8' INTERCEPT K714-FV96-11-INT ED 714-96VLT-INT V718A 7' x 18' x 8' TYPE 1 TIUB STYLE K718-FV96-11 ED 718-96DV-TYPE 1 V718AI 7' x 18' x 8' TYPE 1 INTERCEPT K718-FV96-11-INT ED 718-96DV-INT-TYPE 1 V718B 7' x 18' x 8' TYPE 2 TIUB STYLE - ED 718-96DV-TYPE 2 V718B1 7' x 18' x 8' TYPE 2 INTERCEPT - ED 718-96DV-INT-TYPE 2 3•
G
R
O
U
ND
C
O
N
N
E
C

TION IN
S
T
A
L
L
A

TION IN A
P
O
L
Y
E
T
H
Y
L
E
NE
V
E
NT
S
EE
U
GS
AC
7 6

0.2 STRUCTURE GRO. W1RE
0103: REV. 08/20/08
116 BC CONNECT TO VAULT GROUND
NOTES:

1. TO ASSIST IN UNDERGROUND STRUCTU

RE LOCATING FR
OM THE SURFACE, INSTALL A 116 BARE COPPER v.1
RE

FROM INSIDE THE VENT PIPE TO THE STRUCTU
RE GROUND SYSTEM. THIS INSTALL
ATI
ON \IILL ALLOW A SINGLE
PERSON CREW TO TIE INTO THE SYSTEM GROUND AND LOCATE THE FACIWTIES UNAIDED. THE INSTALLATI

ON SHALL

BE MADE TO A MINIMUM OF ONE VENT PER VAULT DURING NEW CONSTRUCTI

ON, ADDED TO THE APPROPRIATE

STRUCTIURES DURING THE ROUTINE MAINTENANCE CYCLE, OR AS THE NEED ARISES BY REQUEST FOR ASSISTANCE FR

OM THE CONTR
ACT CABLE LOCATING COMPANY.

2. DRILL A 9/16" HOLE FOR GROUNDING BOLT APPROXIM

ATELY ONE INCH BELOW THE LOWEST VENTILATI
ON FIN
SLOT. THE GROUND CONNECTI

ON SHOULD BE ATIACHED ON THE SIDE OF THE VENT FACING AWAY FROM THE STREET. THIS IS DONE TO MAINTAIN A FLAT SURFACE FOR ATI

ACHING STRUCTIURE IDENTIFI
C
ATI
ON STI
CKERS.

L
�
� t
1·

SEMI-ENC

ASEMENT
3 OR 4 CONDUITS
SEALANT REQ'D. AT JOINT TOP SECTION

BASE SECTION
l�FlNISHED
4 YI" GRADE
CABLES & CONDUITS SHOULD ENTER & LEAVE STilUCTURE AT EITHER FRONT OR BACK. (NOT SIDES) (SEE NOTE 2) CABLES & CONDUITS SHOULD ENTER & LEA VE smucTURE AT mHER FRONT OR BACK. (NOT SIDES) CONDUIT TERMINATORS PER UGS CO 142

APPROVED JOINT SEALER
PER UGS GI 030
30" RPM MANHOLE COVER D73 Rev 09/23/09
T
Y
PIC
AL
C
O
N
D
UIT
B
A
NK
S
E
C
TION
S
EE
U
GS
CD 120
WORKING Cl EARANCES· DOOR SIDES, 8' CLE

ARANCE,

MEASURED FROM EDGE OF PAD, IS REQUIRED
NON-DOOR SIDES, 4' CLEARANCE, MEASURED FROM EDGE OF

PAD, IS REQUIRED
PLACEMENT LOCATION 2
(SEE NOTE 1, 3, 4 & 7)
36" MANHOLE CLEAR OPENING
SUMP

MINIMUM EXCAVATION PER MANUFACTURER'S RECOMMENDATIONS
PLACEMENT LOCATION 1
(SEE NOTE 1, 2 & 4)

PME CABINET
S&C ADAPTOR PLATE ---_. __ LOCATION
6" CRUSHED ROCK 3/4" MIN.-1 1/2" MAX. (SEE NOTE 5)
P
R
E
C
A
ST
T
U
B
-
T
Y
PE
M
A
N
H
O
L
ES
S
EE
U
GS
MH
310
P
ME
T
U
B
-
S
T
Y
LE
C
O
N
C
R
E
TE
E
N
C
L
O
S
U
RE
5' X 10'-
6" X
7'
F
OR
P
M
E
-6
T
H
RU
P
M
E
-12
S
WIT
C
H
ES
S
EE UGS
SS 587
NOTES,

1. PLACEMENT OF THE PME ENCLOSURE IS SITE-SPEaFlC. THE DESIGN ORGANIZATION V.,LL DETERMINE THE PLACEMENT OF THE SV.,TCH DOOR OPENING BASED ON FIELD CONDITIONS.

2. TO ALLOW FOR SHAPING AND TERMINATION OF CABLES, IT IS RECOMMENDED THE STilUCTURE AND CABINET BE PLACED IN LOCATION 1 (AS SHOWN ON DRA\IING) \\liENEVER POSSIBLE.

3. \\liEN A PME SV.,TCH IS INSTAUUED IN PLACEMENT LOCATION 2, CABLE STEPS OR CABLE HOOKS SHALL BE USED TO SHAPE CABLE TO MAXIMIZE WORKING SPACE IN THE STilUCTURE.

4. REFER TO FlGURE UGS SS 587-2 (SHEET 2) FOR WORKING CLEARANCES. 5. ENCLOSURE TO BE PLACED ON A MINIMUM OF 6 INCHES CRUSHED ROCK. TOP SURFACE OF ENCLOSURE SHALL BE 6 INCHES ABOVE FlNISHED GRADE.

6. FOUR SETS OF 1/2-INCH THREADED PLASTIC INSERTS ARE CAST-IN TO BOTH SIDES OF BASE SECTION FOR ATIACHMENT OF 30-INCH CABLE RACKS.

7. PLACEMENT LOCATION 2 SH
ALL NOT BE USED FOR PMH INSTALLATIONS.
055 REV. 02/14/11
0102 Rev. 05/09/13 CONSULT MANFACTURER'S INSTALLATION GUIDES FOR EXACT EXCAVATION DIMENSIONS FOR EACH STilUCTURE SIZE. REF., UGS GI 030 GENERAL SPECIFIC ATI

ON FOR PRECAST STRUCTU
RES
UGS GI 035 ALLOWABLE TOLERANCES FOR INSTALLED PRECAST STRUCTU RES
UGS CD 142 CONDUIT ENTR
ANCE
UGS MH 310 PRE CAST TUB-STYLE MANHOLE UGS MH 318 PRECAST MANHOLE NECK DETAIL UGS AC 711 SUMP DRAIN AND DETAIL UGS AC 740 LADDERS NOTES,

MANUFACTU

RER'S NUMBERS

ITEM NUMBER NOMINAL SIZE JENSEN PRECAST UTILITY
V
AULT CO.

M-1 4' x 6' -6" x 5' -6"' K466-DM66-11 -
M-3 4' x 6'-6" x 7' K466-DM84-11 ED466-84MH
M-10 5' x 10'-6" x 7' K5106-FM84-11 ED5106-84MH
M-11 6' x 12' x 7' K612
-FM84-11 ED612
-84MH
W
A
R
NING
THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOD CONTACT V.,TH UNDERGROUND FAOUTIES \\lilCH MAY RESULT IN IN.IJRY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. THE INDICATED LOCATIONS OF EDISON UNDERGROUND FACILITIES, AS PROVIDED, ARE BELIEVED TO BE ACCURATE, HOWEVER, THE FlNAL DETERMINATION OF EXACT LOCATIONS AND THE COST OF REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE EXCAVATOR.

W
H
E
RE
C
O
N
D
UITS
A
RE
PIC
K
ED UP
OR IN
TER
C
E
P
TED, C
O
N
D
UIT SH
ALL BE
M
AND
RELLED

AND PULL RO
PE IN
S
T
ALLED
FR
OM TER
MIN
AL
TO TER
MIN
AL.

CUSTOMER-OWNED CONDUIT MATERIAL' AND CONCRETE
ENCASEMENT ARE TO BE INSTALLED IN ACCORDANCE V.,TH
EDISON ELECTillCAL SER'ilCE REQUIREMENTS.
'SUB.ECT TO APPROVAL BY LOCAL INSPECTION AUTHORITIES
NOTE:

ALL ELECTIRIC
AL DUC

TS AND STRUCTU

RES WILL

CONFORM TO GENER
AL ORDER #128 (RULES FOR

CONSTIRUCTI
ON

OF UNDER
G
R

OUND ELEC
TRIC
AL
SUPPLY
AND CO
M
MUNIC
ATI

ON PRESCRIBED BY THE
PU

BLIC UTILITIES CO
M
MIS
SION

OF THE ST
A
TE

OF CALIFO

RNIA, JANUA
RY 2006).
014 Rev 01 /85

OTE, LUBRICATE IN-GROUND
ORTI

ON OF THE PIPE TO
REVEN! ADHESION TO THE
LEEVE.

HOG. PIPE SLEEVE
4" MIN WALL)

N ABOVE

ED SURFACE

BARRIERS
LENGTH OF TlRENCH
4• HOG. PIPE (1/4" MIN WALL)
UUED V.,TH CONCR£TE
�
�
�OR
3'-0"--0
MIN.
�4'-6"�
MAX.

PLAN

POLE OR VENT
t. __j 1-"'.5• MIN.

REM
O
V
A
BLE
BA
R

RIER DET
AIL
,
� Fl
30"
5•
GRADE ('t
..... "'Ill ·: '
:'• I
a 3" Ml
' ' FlNISH
30" •
L
., •
,, N
,!· ,, p
,:;: .. p
-.:•
. c Ill s �·
S
T
R
E
ET LIG
HT
FOR 72"X94" PAD SEE NOTE 7
DB
C
ONDUIT

WITHOUT ENC
A

SEMENT IS
A
C
CEP
T
A

BLE FOR PO
RTI
ONS

OF TRENCH
WI
TH
ONLY
ONE
OR TWO
C
OND
UITS
SEMIENC
A

SEMENT IS REQUIRED FOR
PO
R
TIONS

OF TRENCH WI
TH
ONLY
THREE

OR FOUR COND
UITS

FULL ENC
A

SEMENT IS REQUIRED FOR
MO
RE TH

AN FOUR COND
UITS
D
E
N
O
T
ES
T
HE
F
O
L
L
O
WIN
G:

S
T
R
E
ET LIG
HT
CONDUIT REQ'D. --LLl--- SIZE OF CONDUIT
RUN
NO.----
�-----

LENGTH OF CONDUIT RUN
T
R
E
N
CH
E
DIS
ON

CONDUIT
REQ'D.�rn---
SIZE

OF CONDUIT
RUN NO. -----(_L_JLENGTH OF CONDUIT RUN
S
T
R
E
ET LIG
HT
T
R
E
N
CH

TYPE OF FA
CILITY cB LENGTH OF ADDITI
ONAL
RUN NO.-
-- ----- TRENCH REQ'D.

L
E
G
E
ND
OF
C
O
N
D
UIT
S
Y
M
B
O
LS
(C
O
N
V
E
N
TIO
N
AL
U. G.)

TYPE OF F AGILITY
(CIC
-
DB, ETC.) �1 I RUN NO. -----<• Uf-
--i ----
EDIS
ON
NO. CONDUIT REQ'D. [I]-- SIZE OF CONDUIT REFERENCE RUN NO.-- __ �

DENOTES CONDUIT RUN CONTINUATI
ON

FOR CONSTRUCTI

ON INFORMATI
ON
Dl 8: Rev. 5/08
/2006
NO.

1. CONDUIT TERMINATORS TO BE GENERALLY LOCATED AS SHOWN ON UGS CD 142. STANDARD CONDUIT ENTRANCE SHALL NO. CONDUIT REQ'D. @-
SIZE OF CONDUIT BE A FLATWALL DESIGN. SLIGHT VARIATIONS BY MANUFACTURERS MAY BE ALLOWABLE V.,TH COMPANY APPROVAL.

REFERE CE R O 2 TUB-TYPE smucTURES SHALL BE FURNISHED V.,TH 1/2" THREADED BRONZE GROUN�NG INSERTS, AS SHOWN ON UGS VA 411.1. N UN N , -- MEMO - DENOTES CONDUIT RUN CONTINUATI ON
-- FOR CONSTRUCTI

ON INFORMATI
ON 3. INSIDE WALLS AND CEILING TO BE PAINTED \\lilTE.

ANY OF THE
ABOVE SYMBOLS * FOLLO

WED BY A
-
-
-
----
NO.

C
O
N
C
R
E
TE
P
R
O
D
U
C
TS
JE
N
S
EN
P
R
E
C
A
ST
14221 San Bernardino
Ave., Fontane, Colif. 92
3 35
Phone: (9
09) 350
-
4111
(8
00) 257-
6100
O
L
D
C
A
S
T
LE
P
R
E
C
A
ST
10 6
50 Hemlock Ave., Fonteno, Colif. 92
337
Phone: (909) 428
-
3700
(8
00) 62
6 -
3860
BARRIER TO BE ONE OF THE FOLLOV.,NG,

1. 4" MIN GALV. STEEL PIPE
(1/4 MIN WALL) FlLLED V.,TH CONCRETE.

2. s· x a· REINFORCED CONCRETE

3. SPECIAL BARRIERS BY PRIOR
SCE APPROVAL.

I 4'-6" I r-- MAX. I
PLAN

EQUIPMENT FOUNDATION
041: Rev 01/21/09
Precast concrete item co
mplete with neck. Cover and
inserts may be obtained from any of the following listed and approved manufactureres:

FOR HA
N
D
H
OLE
A
ND
P
U
LLB
OX
M
A
N
U
F
A
C
T
U
R
E
R
S,
S

EE UGS HP
2 0

0. l
�
�
-
-
-
-
-
-
-- 24"
MIN

TYPICAL
30•
091: Rev. 11/06/14
P
R
O
T
E
C
TIVE
B
A
R
RIE
RS
F
OR
U
N
D
E
R
G
R
O
U
ND
DIS
T
RIB
U
TION
S
T
R
U
C
T
U
R
ES
S
EE
U
GS
MC
8 30
=

1. STilUCTURES \IILL NORMALLY BE INSTAUUED ONLY IN NON- TilAFFIC AREAS. PROTECTIVE BARRIERS TO BE USED WHERE CONSTilUCTION EXPOSES EQUIPMENT TO TilAFFIC.

2. TOP OF PROTECTIVE BARRIERS TO BE SMOOTH CUT AND TOP EDGES ARE TO BE ROUNDED.

3. AT LEAST ONE BARRIER IS TO BE REMOVABLE, V.,TH A MEANS OF LIFTING TO SUPPORT THE WEIGHT OF

THE BARRIER, WHEN OVERHEAD OBSTACLES PREVENT EQUIPMENT REMOVAL OR INSTALLATION BY CR ANE.

THE LOCATION OF THE REMOVABLE BARRIER(S) SH
ALL BE APPROVED BY THE UNDERGROUND INSPECTOR.

4. ADEQU

ATE CLE
ARANCE MUST BE PROVIDED FOR DOORS, COOLING RADIATORS, AND SO FORTH.

5. PROTECTIVE BARRIERS, AS SHOWN, INDICATE TYPICAL REOUIREMENTS. FlELD CONDITIONS V.,LL NECESSITATE CHANGES FOR ADEQUATE EQUIPMENT PROTECTION. APPLICATION OF PROTECTIVE BARRIERS IS SITE-SPECIFIC.

6. THE UNDERGROUND INSPECTOR IN THE FIELD MUST APPROVE ALL PROTECTIVE BARRIER INSTALLATIONS PRIOR TO CONSTilUCTION. THE UNDERGROUND INSPECTOR \IILL DETERMINE (A) STATUS OF OVERHEAD OBSTilUCTIONS, (B) THE FRONT AND BACK OF EQUIPMENT FOUNDATIONS, AND (C) CLEARANCES REQUIRED ON DOORS COOLING RADIATORS, AND SO FORTH.

7. \\liEN A 72"X94" PAD IS BEING INSTAUUED, (A) INCREASE THE DISTANCE TO 36 INCHES MINIMUM BETWEEN THE PROTECTIVE BARRIERS AND THE FRONT EDGE OF THE PAD; AND (B) INCREASE THE DISTANCE BETWEEN THE PROTECTIVE BARRIERS AND THE BACK EDGE OF THE PAD FOR CAPACITOR BANK (DOOR SIDE ONLY) TO 36 INCHES MINIMUM. THE UNDERGROUND INSPECTOR \IILL DETERMINE THE FRONT AND BACK OF THIS EQUIPMENT FOUNDATION.

8. \\liEN SPECIFlED ON WORKING DRA\IING, A 6-INCH (MINIMUM VERTICAL FACE) CONCRETE CURB MAY BE INSTAUUED IN PLACE OF PROTECTIVE BARRIERS. THIS CURB MUST BE AT LEAST 6 INCHES THICK AND ITS FRONT FACE AT LE AST 60 INCHES (MINIMUM SPACING) FROM THE EQUIPMENT FOUNDATION. r
4'-6"
MAX.

FlNISHED GRADE

ENCLOSURE

TRENCH FLOOR
,>.::
y_»>;-/
CONDUIT (4" or 5")
GRADE
3' MIN WORKING CLEARANCE FROM EDGE OF PAD (NON-DOOR SIOE) 8' MIN WORKING CLE

ARANCE FROM
EDGE OF PAD (DOOR SIDE) . <O <O
�«<
�
�-
�PLACE PRECAST PAD ON 6"
OF 3/4" CRUSHED ROCK.

NOTES, 1. FOR EXISTING INSTALLATI

ONS, MAINT
AIN A

MINIMUM CLEA
R
ANCE OF 18 INCHES.

2. FOR EXISTING INSTALLATI

ONS, MAINT
AIN A

MINIMUM CLEA
R
ANCE OF 12 INCHES.
24"
OR MORE L H __ �-rtt"-,--'-i,
,------ DOOR SIDE, 8' CLEARANCE, I MEASURED FROM BACK OF � =--=-�
�, ACCESS OPENING, IS REQUIRED
I l oJ :o �e:
f---
-
-12" MINIMUM Cl..EARANCE BETYl£EH PAD
00 PR
MCTION llJILOING f()JN)A TION.
6' MIN. V.,NDOW D
'
6'
6' --,
1 -
-
-12' -
--IA
�ROOF (OR OrnER OIU<HANG)
12•
fl-- � NON-DOOR SIDES, 3' CLEARANCE, � MEASURED FROM EDGE OF � PAD, IS REQUIRED ,.__,, � BUILDING WALL, STRUCTURE,
OR FOUNDATION.

PAO

WINDOW OR DOOR
r----- DOOR SIDE: 8' CLE

ARANCE,

I MEASURED FROM EDGE

OF PAD, IS REQUIRED
3'
(NON-DOOR SIDE)
054: Rev 05/14/12 MINIM
UM
C
L
E
A
R
A
N
C
ES FOR
P
A
D
M
O
U
N
T
ED
T
R
A
N
S
F
O
R
M
E
RS
S
EE
D
D
S
-
3, 3
-
40 NOTES,

1. AN 8' MINIMUM Ct.EARANCE IS R£001REO ON DOOR SID£ OF TRANSFORMER FOR OPERATION. THIS AREA MUST REMAIN a.EAR OF ALL OBSTRUCTIONS INCLUDING, BUT NOT LIMITED TO, SHRUBS, TREES, GATES, FENCES, WAU.S, Sl�S AND POl.!S. 2 PAD-MOUNTED TRANSFORMERS SHALL NOT BE LOCATED IN FRONT OF DOORS, STAIRWAYS, BENEATH WINDOWS THAT CAN 8£ OPENED, OR 1M-t£RE THEY Will OBSTRUCT THE \1SION OF VEHICULAR TRAFFIC

3. PAD-MOONTEO TRANSFORMERS SHALL BE LOCATED AT LEAST THE MINIMUM DISTANCE AWAY FROM BUILDINGS OR OTHER STRUCTURES TO ENSURE AOCQUATE SPACE FOR OPERATING, TO MINIMIZE \1BRATION HUMS, AND TO MEET FIRE SAFETY REOOIRMENlS.

4. A Q.!AR PASSAGEWAY OF 12 FEET MINIMUM SHAll BE A\IAILABt..E AT ALL TIMES. IMMEDIATELY ADJACENT TO ONE SIDE OF THE TRANSFORMER TO PRO\o1DE AN ACCESSIBI.E ROADWAY FOR TRANSFORMER MAINTENANCE. THIS PASSAGEWAY SHA.U. BE DESIGNED TO MEET H-20 (20-TON) CONSmLICTION.

5. TRANSFORMER STRUCTURES Will NORMA.l.l.Y BE INSTA.L.lID ONLY IN NONTRA.FflC A.REAS. TRANSFORMER PROTECTION IS REQUIRED WI-IEN COMPANY EQUIPMENT IS EXPOSED TO TRA.FflC. THIS PROTECTION MAY BE IN THE FORM OF BARRIERS. BARRICADES. OR CURB. A CURB MUST HAVE A MINIMUM HEIGHT OF 6 INCHES AND BE AT LEAST 6 INCHES THICK AND ITS FRONT FACE LOCATED 60 INCHES MINIMUM FROM THE EQUIPMENT FOUNOATION.

P
L
AN
VIEW
116 BARE COPPER GROUND \\1
RE.----\
�\._
SECURE \\1TH BURNDY GAR TYPE GROOND CLAMPS FURNISHED BY CONffiACTOR 48" RADIU

FIELD POURED
1-1/2" CL (TYP)
(SEE NOTE 2)
3' MIN WORKING CLEARANCE FROM EDGE OF PAD (NON
-DOOR SIDE)
057: REV 05/09/13
5/8" COPPERCLAD STEEL GROUND ROD
(2) REQ'D. FURNISHED BY CONTR
ACTOR.
_
8' MIN WORKING CLEARANCE FROM EDGE OF PAD (DOOR SIDE)
P
AD
F
OR
S
U
R
F
A
C
E
-
M
O
U
N
T
ED
C
A
P
A
CIT
OR
C
A
BIN
ET
3 -
WIRE
OR
4 -
WIRE
S
Y
S
T
E
MS
P
R
E
C
A
ST
A
ND
P
O
U
R
ED
FIE
LD
C
O
N
S
T
R
U
C
TION
S
EE
U
GS
SS
5 20
P
E
RIM
E
T
ER
W
A
LL
F
OR
S
L
AB
B
OX
S
EE
U
GS
SS
5 99
SMO
OTH LEVEL-_.-+-_
FINISH
STEEL 3-1/2"

CL ALL AROUND
(SEE NOTE 2) NOTE, 1. POURED PAD CONCRETE TO BE 3000 PSI (MINIMUM) AT 28 DAYS. 2. POURED PAD REINFORCING STEEL TO BE NO. 4 BARS INSTAUUED IN DOUBLE NET. PERIMETER BARS TO BE CONTINUOUS (8" MINIMUM LAP OR WELD).

3. SEE UGS SS 504 FOR PRECAST PAD DETAJLS (PAD ND. 2). UNISTilUT ONLY REOUIRED FOR PRECAST PADS. 4. PRECAST PAD OPENING SHALL BE FlUUED \\HH A MINIMUM OF 3" REDI-CRETE MORTAR (OR EQUIVALENT). 5. CONDUIT RISER SHALL BE LOCATED TO THE DIMENSIONS ON THE PLAN VIEW DRAV.,NG. 6. FOR • UNDERGROUND WYE • 3-V.,RE/4-V.,RE PAD MOUNTED CAPACITORS, SEE DUG UC 120. 7. SEE UGS AC 703 FOR APPROVED GROUNDING MATERIAL MANUFACTURERS. 8. A WORKING CLEARANCE OF 8 FEET MINIMUM ON DOOR SIDE OF PAD-MOUNTED CABINET DOORS, AND 3 FEET ON EACH SIDE, V.,LL BE KEPT AS CLEARANCES FOR THE RETAINING WALL

FINISHED GRADE
��v�'>- \.'0<7\. ' �" �'� ' T
,'>-_ v'>: 7\.
\_WELL-COMPACTED SOIL
058: REV. 02/08/12

THE PERIMETER W
ALL SHALL CONFORM TO LOCAL BUILDING ORDINANCES.

PERIMETER W
ALLS ARE REQUIRED \\1HENEVER THE GRADE RISES MORE TH
AN 24 INCHES ABOVE THE TOP OF A PAD
AT A DISTANCE OF 5 FEET FROM THE EDGE OF THE PAD. PERIMETER W
ALLS ARE ALSO REQUIRED \\1HENEVER THE
GRADE RISES 6 INCHES ABOVE THE TOP OF A PAD AT

ANY POINT
ADJA
CENT TO THE PAD. THE PERIMETER
W
ALL
SHOULD EXTEND 12 INCHES

ABOVE THE HIGHEST POINT IN THE GRADE AT THE OUTSIDE SURFA

CE OF THE
W
ALL.

AN 8 FOOT MINIMUM
WORKING CLEARANCE IS REQUIRED ON THE DOOR SIDE OF PADM

OUNTED EQUIPMENT (TYPIC
AL),

MEASURED EITHER FROM THE EDGE OF THE PAD OR BA
CK OF THE ACCESS OPENING.

A 3 FOOT MINIMUM CLE
ARANCE IS REQUIRED ON THE NON-DOOR SIDE OF PADM

OUNTED EQUIPMENT (TYPIC
AL),
MEASURED FROM THE EDGE OF THE PAD.

EQUIPMENT
�
�
�
0 �' 8

LA PEER 16KV
0/0 BEVERLY SUB
•

PROJECT REQUIREMENTS (Y /N)
EDISON EASEMENT REQUIRED [YJ
PWRD 88 REQUIRED [YJ
UG CIVIL ONLY WORK ORDER [HJ
PERMIT REQUIRED [YJ
PERMIT TYPE: LANE CLOSURE
OUTAGE REQUIRED [YJ
OUTAGE DATE: TIME: __
TRAFFIC CONTROL REQUIRED [YJ
PED. TRAFFIC CONTROL REQ'D [HJ
CONVEYANCE LEITER REQ'D [HJ
ENVIRONMENTAL CLEARANCE REQ'D [HJ
CSD 140 (TLM) REQ'D [YJ
-,
0124. Rev. 02/08/18
\
lj- - 0
2 5" CF
4 367'
M0603 TO P0607
IN: 419' 3-#350 JCN 16kV
TEN 5740603 to Str 2 - 1368 LBS
TEN Str 2 to 5740603 - 645 LBS
w
CF
2 5"
12 373'
M0603 TO 0608
IN: 425' 3-#350 JCN 16kV
TEN 5740603 to Str 2 - 1380 LBS
TEN Str 2 to 5740603 - 653 LBS
CJ
6 5" CF
5 503'

VLT TO MH
IN: 572' 3-1000 JCN 16kV
TEN Str 1 to Str 2 - 5187 LBS
TEN Str 2 to Str 1 - 4711 LBS
SS
- ===�=== -
SS
� ----- .... � --..-.�-------- -�-iiiiiiiiiiiiiii- �
'°·

T T ------------------

WILSHIRE
D _;-- ---------------- "
'°·
� to
0 [J M < D
[J 1M :::0
r- >-< u :::0 -_ - ----,:: - -,..s:a=Rirtt,,jµ -�""��-t------o'<c------t----\ .,,,_ CF 6 5" 6 332' VLT TO MH IN: 401' 3-1000 JCN 16kV TEN Str 1 to Str 2 - 1464 LBS TEN Str 2 to Str 1 - 1464 LBS D [J f I I []°1 D --=======•=====
7'x18'x8' TUB STYLE Cl: 1- S V 7'X18'X8' TUB 2 PIECE CF: 1- SS TAX EXCV CST FOR VLT CF: 3018- CM DUCT 5" CF: 503- CM DUCT FOR EXCAVATION IN: 1- SL CBL RACK STL 30" FOR \IL T /MH 5'x10'6"x7' TUB STYLE
Cl: 1- S MH 5'X10'6"X7' TUB 36" OP CF: 1- SS TAX EXCV CST FOR MH CF: 2046- CM DUCT 5" CF: 341- CM DUCT FOR EXCAVATION IN: 1- SL CBL RACK STL 30" FOR \IL T /MH Cl: V5740604 VAULT 5 4 Cl: M57 40603 MANHOLE
SCALE: 1" = 40'
0 40 80
PROJ. MGR. KANGULUNGU, MUDILA PLANNER KANGULUNGU, MUDILA DESIGNER PHONE 310-961-0412 PHONE 310-961-0412 KANGULUNGU, MUDILA Not For Construction
NOTE TO CUSTOMER: PRELIMINARY
PRE-CONSTRUCTION MEETING WITH SCE INSPECTOR IS REQUIRED PRIOR TO CONSTRUCTION OF ALL THE UG CIVIL WORKS. CUSTOMER TO EXCAVATE AND INSTALL ALL THE UNDERGROUND MANHOLES AND VAULTS. CUSTOMER TO EXCAVATE AND INSTALL BOTH PE GEARS AND CAPACITOR PADS. CUSTOMER TO EXCAVATE, TRENCH, AND INSTALL ALL CONDUITS. ALL CONDUITS SHALL BE MANDRELLED, CLEANED, AND APPROVED PULL ROPE INSTALLED. DISlRICT 42 - SANTA MONICA PROJECT NO. SER\/ICE REQUEST 1916097 2817379 MSR NO. PRODUCT-1 1653201-LINE EXTENSION ASSOC OESGN CIRCUIT / VOLTAGE LA PEER 16KV
THOMAS GUIDE PROOUCT-2 ASSOC OESGN
INVENTORY MAP 66-630-7 J.P.A. NO. PROPOSED CONSTRUCTION (LOCATION) 1----�r------'��-�--------< EXTEND PRIMARY LINE TO METRO PE GEAR I--+---+-----+----+-----+--, 9383 WILSHIRE BL VD P 6/2/2020 M. KANGULUNGU M. KANGULUNGU M. KANGULUNGU 30235 BEVERLY HILLS, CA 91210 Duct and Structure Inspector: RAY CANO
Cabling Construction Coordinator: RAY CANO
Phone: 714-474-4407
Phone: 714-4 7 4-4407
SUB PG NO. CIRCUIT CODE BEVERLY 10076
PRODUCT-3 ASSOC OESGN
P 5/7 /2020 R. BRAMBILA M. KANGULUNGU M. KANGULUNGU 30235

TYPE DATE APPROVED BY CHECKED BY DRAWN BY
Southern California Edison Company
PAX II SHEET _5 _ Of 6 DESIGN\DRWG NO. 1236124 0.01

TIE-IN MADE THROUGH SIDE WALL OF STRUCTURE

TOP VIEW

PROJECT REQUIREMENTS (Y /N)
EDISON EASEMENT REQUIRED [YJ
PWRD 88 REQUIRED [Y]
UG CIVIL ONLY WORK ORDER IE]
PERMIT REQUIRED [YJ
PERMIT TYPE: LANE CLOSURE
OUTAGE REQUIRED [Y]
OUTAGE DATE: TIME: __
0 0124. Rev. 02/08/18
TRAFFIC CONTROL REQUIRED [YJ
PED. TRAFFIC CONTROL REQ'D IE]
CONVEYANCE LEITER REQ'D IE]
ENVIRONMENTAL CLEARANCE REQ'D IE]
CSD 140 (TLM) REQ'D [Y]
' '
'
' -,
-,
'
cP /
l><X
DUCTS
VAULT

GRADE LEVEL
L,�s" oucrs
s/s WALL
8'X14'X9'4" Tub TUB STYLE CF: 1356- CM DUCT 5" CF: 226- CM DUCT FOR EXCAVATION EX: V5038004
HOT- TIE TO EX. V5038004

PROFILE VIEW
(Voult, Monhole, PME, SOE/CST, BURD, Slob Box, Pull Box, PMH) The customer is responsible to trench to the structure entrance point and bring the conduit to within 5' of the structure being entered. The customer is to provide slip coupling and conduit. 8 LA PEER 16KV
0/0 BEVERLY SUB
•
CF
6 5"
7 430'

MH TO MH
IN: 482' 3-1000 JCN 16kV
TEN Str 1 to Str 2 - 1895 LBS
TEN Str 2 to Str 1 - 1895 LBS
MEM
SEE RUN 6
SHEET 4
+
6 5"

MANHOLE
5'x10'6"x7' TUB STYLE Cl: 1- S MH 5'X10'6"X7' TUB 36" OP CF: 1- SS TAX EXCV CST FOR MH CF: 1992- CM DUCT 5" CF: 332- CM DUCT FOR EXCAVATION IN: 1- SL CBL RACK STL 30" FOR VL T /MH Cl: M5740605 6
....

D
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ex 1 4·xg· 4"
167/4-120/240
2414345
Cl: M57 40606
5'x10'6"x7' TUB STYLE Cl: 1- S MH 5'X10'6"X7' TUB 36" OP CF: 1- SS TAX EXCV CST FOR MH CF: 2836- CM DUCT 5" CF: 450- CM DUCT FOR EXCAVATION IN: 1- SL CBL RACK STL 30" FOR VL T /MH 0 "' �+
CF
6 5"
8 226'

VLT TO MH
IN: 288' 3-1000 JCN 16kV
TEN Str 1 to 5038004 - 1825 LBS
TEN 5038004 to Str 1 - 2929 LBS
4 5" CF
15 64'
V0601 TO CAP
o+oo C/L WILSHIRE BLVD
0+00 C/L DAYTON WAY

PRELIMINARY
NOTE TO CUSTOMER:

PRE-CONSTRUCTION MEETING WITH SCE INSPECTOR IS REQUIRED PRIOR TO CONSTRUCTION OF ALL THE UG CIVIL WORKS. CUSTOMER TO EXCAVATE AND INSTALL ALL THE UNDERGROUND MANHOLES AND VAULTS. CUSTOMER TO EXCAVATE AND INSTALL BOTH PE GEARS AND CAPACITOR PADS. CUSTOMER TO EXCAVATE, TRENCH, AND INSTALL ALL CONDUITS. ALL CONDUITS SHALL BE MANDRELLED, CLEANED, AND APPROVED PULL ROPE INSTALLED. 0 SCALE: 1" 40'
40 80
Not For Construction
DISlRICT 42 - SANTA MONICA
PROJ. MGR. KANGULUNGU, MUDILA PLANNER KANGULUNGU, MUDILA DESIGNER PHONE 310-961-0412 PHONE 310-961-0412 KANGULUNGU, MUDILA PROJECT NO. SER\/ICE REQUEST 1916097 2817379
MSR NO. PRODUCT-1
1653201-LINE EXTENSION

ASSOC OESGN
CIRCUIT / VOLTAGE LA PEER 16KV
THOMAS GUIDE PROOUCT-2 ASSOC OESGN
SUB PG NO. BEVERLY CIRCUIT CODE PRODUCT-3 10076 ASSOC OESGN Duct and Structure Inspector: RAY CANO
Cabling Construction Coordinator: RAY CANO
Phone: 714-474-4407 Phone: 714-474-4407
INVENTORY MAP 66-630-7 J.P.A. NO. PROPOSED CONSTRUCTION (LOCATION) 1--�-�c;c--��------�---1 EXTEND PRIMARY LINE TO METRO PE GEAR l--+---+-----l----+---+----193s3 WILSHIRE BL VD P 6/2/2020 M. KANGULUNGU M. KANGULUNGU M. KANGULUNGU 30235 BEVERLY HILLS, CA 91210 P 5/7 /2020 R. BRAMBILA M. KANGULUNGU M. KANGULUNGU 30235

TYPE DATE APPROVED BY CHECKED BY DRAWN BY
Southern California Edison Company
PAX II SHEET _6 _ Of 6 DESIGN\DRWG NO. 1236124 0.01
ATTACHMENT 2
Metro Preliminary Profiles
www.jmdiaz.com
(626) 820-1136 Fax
(626) 820-1137 Tel
City of Industry, CA 91748
18645 East Gale Avenue, Suite 212
Civil Highways Land Development Rail Structures Traffic Transit Transportation �
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www.jmdiaz.com
(626) 820-1136 Fax
(626) 820-1137 Tel
City of Industry, CA 91748
18645 East Gale Avenue, Suite 212
Civil Highways Land Development Rail Structures Traffic Transit Transportation

PROFILE
PLAN

GENERAL NOTES

1. UTILITIES SHOWN ARE PER AVAILABLE LOCAL AND THIRD

PARTY AGENCY RECORDS IN ADDITION TO AVAILABLE FIELD
DATA FROM UTILITY RELOCATIONS. CONTRACTOR TO

VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING
UTILITIES PRIOR TO UNDERTAKING THE WORK.

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WESTSIDE PURPLE LINE EXTENSION • SECTION 3

WILSHIRE/RODEO STATION

UTILITIES - NEW

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www.jmdiaz.com
(626) 820-1136 Fax
(626) 820-1137 Tel
City of Industry, CA 91748
18645 East Gale Avenue, Suite 212
Civil Highways Land Development Rail Structures Traffic Transit Transportation

PROFILE
PLAN

GENERAL NOTES
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(626) 820-1137 Tel
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18645 East Gale Avenue, Suite 212
Civil Highways Land Development Rail Structures Traffic Transit Transportation

PROFILE
PLAN

GENERAL NOTES
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www.jmdiaz.com
(626) 820-1136 Fax
(626) 820-1137 Tel
City of Industry, CA 91748
18645 East Gale Avenue, Suite 212
Civil Highways Land Development Rail Structures Traffic Transit Transportation

PROFILE
PLAN

GENERAL NOTES
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www.jmdiaz.com
(626) 820-1136 Fax
(626) 820-1137 Tel
City of Industry, CA 91748
18645 East Gale Avenue, Suite 212
Civil Highways Land Development Rail Structures Traffic Transit Transportation

PROFILE
PLAN

GENERAL NOTES
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UTILITIES SHOWN ARE PER AVAILABLE LOCAL AND THIRD

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VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING
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2. ALL HORIZONTAL SWEEPS ARE RADIUS 12.5'.
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CONTRACT NO
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SHEET NO

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WESTSIDE PURPLE LINE EXTENSION • SECTION 3

WILSHIRE/RODEO STATION

UTILITIES - NEW

PRIMARY/EMERGENCY POWER

SCE DUCT BANK PLAN & PROFILE
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www.jmdiaz.com
(626) 820-1136 Fax
(626) 820-1137 Tel
City of Industry, CA 91748
18645 East Gale Avenue, Suite 212
Civil Highways Land Development Rail Structures Traffic Transit Transportation

PROFILE
PLAN

GENERAL NOTES
210
220
215
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UTILITIES SHOWN ARE PER AVAILABLE LOCAL AND THIRD

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DATA FROM UTILITY RELOCATIONS. CONTRACTOR TO

VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING
UTILITIES PRIOR TO UNDERTAKING THE WORK.

2. ALL HORIZONTAL SWEEPS ARE RADIUS 12.5'.

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l--l----l---t-- -l---t-----1- -----1----------< CHE�;��YRoooN Metro UTILITIES-NEW uRP-101 R� !
I. SALVATIERRA •• JMD PRIMARY/EMERGENCY POWER SCALE VERT: 1"=4' ::;. l--l----l---t-- -l---t-----1- -----1----------< INi°'si..°LvATIERRA \ \ ' I ) ,.......,, .......... , .......... � SCE DUCT BANK PLAN & PROFILE t-cc=�_OH_R_Z_1I_=2_: "' _ 0 _,;
SHEET NO a..
1---+----1-----+---+----<---+---------+--------------j DAIT "-��--�REV --�D�ATE �--B�Y -'-�APP --�REG �NO �--EX�PIR�ES SEAL HOLDER DESCRIPTION 9/16/20 7 OF 8 ° .... ��--��--��--��--��..... ��.... ��'"-��-'�

IN CHARGE
REV

CONTRACT NO

DRAWING NO
SCALE

SHEET NO

DRAWN BY

CHECKED BY
DATE
REV DATE BY APP REG NO EXPIRES SEAL HOLDER DESCRIPTION www.jmdiaz.com (626) 820-1136 Fax
(626) 820-1137 Tel
City of Industry, CA 91748
18645 East Gale Avenue, Suite 212
Civil Highways Land Development Rail Structures Traffic Transit Transportation WESTSIDE PURPLE LINE EXTENSION - SECTION 3

WILSHIRE/RODEO STATION

UTILITIES - NEW

PRIMARY/EMERGENCY POWER

SCE DUCT BANK DETAILS
C1120
URP-108 0
SCALE
NO
D.DARDOON
D.DARDOON
I. SALVATIERRA
I. SALVATIERRA
9/15/20 8 OF 8
6 - 5"
NTS
TYPICAL CROSS SECTION*

STREET GUTTER LINE
3" TYP
3" 3" 3" 3"
6-5" P

CONCRETE

ENCASEMENT
*UTILIZE SPACERS TO ADEQUATELY HOLD IN PLACE CONDUIT TO PREVENT FLOATING 36" MIN - -- -I
----a b L I
0 c ,n�-+---------'-1 -- I
c
0 0
u
" 0
u
0 E �0
0 "
0 N
0 N
c
0 - 0
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0 0
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Mike McKenna, Executive Officer, Project Management
Los Angeles County Metropolitan Transportation Authority Subject: C1120 CN – 108: WRS Permanent Power Duct Banks Date: October 15, 2020 Page 1

ATTACHMENT A
VOLUME II – PROJECT DEFINITION DOCUMENTS

PROJECT DEFINITION DRAWINGS
Sheet
No.

Drawing
No. Drawing Title Rev No. Revised/ Added/ Deleted Technical Change 2 G-3011 INDEX OF DRAWINGS - SHEET 1 8C Revised Revised Index of Drawings. 3 G-3012 INDEX OF DRAWINGS - SHEET 2 8C Revised Revised Index of Drawings. 377 TP-3122 TRACTION POWER – WILSHIRE/RODEO
STATION – SCE POWER CONDUIT LAYOUT
2 Revised Change from “By SCE” to “By C1120”
ADDITIONAL DOCUMENTS INCLUDED IN CN-108
Attachment No. Description
1 SCE Preliminary Layouts 2 Metro Preliminary Profiles

CJCJI ICCJ
October 12, 2020 Westside Purple Line Extension Project, Section 2 Contract C1120 Project Definition Drawings Change Notice 108 U.S. Department
of Transportation
Federal Transit
Administration
2 OUTLINE OF STATION BOX BELOW

ENTRANCE STRUCTURE BELOWRODEO STATIONENTRANCE/PLAZA

CANON DRIVE BEVERLY DRIVE

BEVERLY DRIVE

EL CAMINO DRIVE

REEVES DRIVE

CANON DRIVE

WILSHIRE BLVD TPSS
8 - 5" C.O. PVC (NOTES 3 & 9)
___
1 8 - 5" C.O. PVC

TO EXISTING SCE VAULT
(INCOMING 16.34 KV SCE
FEEDERS, NOTE 3)
OUTLINE OF SCE ELECTRICAL SERVICE ROOM4 - 5" PVC CONDUITS (PWR)TO SCE ELEC ROOM BELOW(NOTE 3) (BY C1120)

EQUIPMENT ACCESS HATCH
ALLEY
ALLEY
BY C1120
BY C1120
ALLEY

SCE CONCRETE PAD
6'-0" X 5'-6" CONC PAD SCE (NOTE 8)CAPACITOR CABINET (NOTE 4) PRE CAST TUB-TYPE FOR SCE SWITCH5'-0" x 10'-6" x 7'-0" UTILITY VAULTPER USG-SS590 (NOTE 7) FRONT 30" Ø MANHOLE OPENING

BOLLARD, TYP
2 - 5" C.O. PVC
8 - 5" C.O. PVC
SCE VEHICLE PARKINGENCLOSURE WALL4 - 5" C.O. PVC
BY C1120

PROPERTYLINE
4' - 0" 4' - 0" 4' - 0" 4' - 0"
8' - 0"
3 APP REG NO EXPIRES SEAL HOLDER DESCRIPTION

SCALEDRAWING NO

CONTRACT NO

SHEET NO

REV DATE BY

DRAWN BY

CHECKED BYIN CHARGE
DATE

LOS ANGELES COUNTYMETROPOLITAN TRANSPORTATION AUTHORITY REV

AS NOTED
SHEET
10/13/2020 2:18:32 PM
L:\LAWSBIM\WACBM\CADD\25_Electrical\Section 2\C1120 CN − 108\WRPELPSRD.rvt TP−3122 3

SCE POWER CONDUIT LAYOUT
A. PATEL
L. VAZQUEZ
L. MAYOLAL. MAYOLA
09/01/2015
WESTSIDE PURPLE LINE EXTENSION − SECTION 2
TP−3122

TRACTION POWER

WILSHIRE/RODEO STATION

SITE PLAN
TP-3122 1" = 10’−0"
ENLARGED PLAN 1
A7 A1 B13 B7 B1 E6 E1
40' 40' 0' 80'
C1120

1. FOR ABBREVIATIONS SEE DRAWING
TP-3101.

2. LOCATIONS OF THE MANHOLES ARE
APPROXIMATE. EXACT LOCATIONS SHALL BE BASED ON PULLING CALCULATIONS DURING FINAL DESIGN.

3. COORDINATE WITH SCE FOR ELECTRICAL SERVICE REQUIREMENTS.4. FOR AT-GRADE PAD MOUNTED CAPACITOR CABINET SEE, USG SS520, D57.5. REQUIREMENTS FOR PROTECTIVE BARRIERS SEE USG MS830, D91.6. FOR SCE 16.34 KV PE GEAR CLEARANCE REQUIREMENTS REFER TO SCE, ESR-4, TABLE 4-2.

7. SCE SWITCH INCLUDING CAPACITOR EQUIPMENT ARE SUPPLIED BY SCE.8. MINIMUM SIZE OF CONCRETE PAD FOR SCE SWITCH IS 21'-6" x 32'-0".9. COORDINATE WITH SCE FOR CONDUITS & MANHOLES DESIGN.10. PROVIDE AND INSTALL CONDUITS, MANHOLES/VAULTS, PULLBOXES AND PADS. FOR OTHER REQUIREMENTS, REFER TO CONTRACTDEFINITION DOCUMENT.

NOTES:

O 09/01/15
1 12/10/15 AP LM
2 02/02/16 AP LM
3 10/12/20 LV CB
ISSUED FOR SOLICITATIONAMENDMENT 6AMENDMENT 8CN − 108
3 3
A A
A
A
A
377

Beverly Hills City CouncilOctober 18, 2022

Beverly Hills City Council
October 18, 2022